ADD ALTERNATES1. ADD SCOPE OF WORK TO INCLUDE CONVERSION OF EXISTING MENS ROOM
TO STORAGE AND CONVERSION OF EXISTING W OMENS ROOM TO FAMILY RESTROOM
2. REPLACE SLAB ON GRADE CONSTRUCTION WITH FLOOR FRAMING CONSTRUCTION. ADD PORCELAIN TILE IN LIEU OF EPOXY FLOORING (EPX.1) SEE A1-41 AND SPECS FOR PORCELAIN TILE DETAILS
3. ADD GUTTERS, DOW NSPOUTS, AND SPLASHBLOCKS.
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
ISG PROJECT #
PROJECT INDEX:
OWNER: PROJECT ADDRESS: MANAGING OFFICE:
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:06:19 PM
G1-10
TITLE SHEET,
SHEET INDEX,
PROJECT
GENERAL NOTES
22812 Arch R18.rvt
KML
KML
07/15/19
LAR
2303
SUAMICO WISCONSIN
200 22812 G1-10
19-22812
19-22812SUAMICO, WISCONSIN
INTERPRETIVE CENTER2024 LAKEVIEW DRIVESUAMICO, WISCONSIN 54305
PROJECT MANAGER: KELSEY LUTZOWEMAIL: [email protected]
BROWN COUNTYNICOLE HILKER2024 LAKEVIEW DRIVESUAMICO, WISCONSIN 54305920-448-6495920-488-4054
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
BROWN COUNTY BARKHAUSEN RESTROOM ADDITION
G1-10 TITLE SHEET, SHEET INDEX, PROJECT GENERAL NOTES
PROJECT GENERAL NOTES1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO,
THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL ANDSUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALLADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT / ENGINEER.
2. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR INCOMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK.CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CORRELATING QUANTITIES AND DIMENSIONS.
3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OFANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFOREPROCEEDING WITH THE WORK.
4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT / ENGINEER OF ANYDISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDINGWITH THE WORK.
5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIREDTHROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN.WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFYARCHITECT / ENGINEER BEFORE PROCEEDING WITH THE WORK.
6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED,CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS.IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACTDOCUMENTS, NOTIFY ARCHITECT / ENGINEER BEFORE PROCEEDING WITH THE WORK.
7. LARGE-SCALE, MORE SPECIFIC DETAILS TAKE PRECEDENCE OVER SMALLER-SCALE, LESS SPECIFICDETAILS AND INFORMATION. MORE STRINGENT REQUIREMENTS FOR CODE, PRODUCTS ANDINSTALLATION TAKE PRECEDENCE OVER LESS STRINGENT REQUIREMENTS. NOTIFYARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION ORCLARIFICATION BEFORE PROCEEDING WITH THE WORK.
8. PROVIDE CONTINUOUS SEALANT AROUND ALL MATERIALS AT EXTERIOR WALL PENETRATIONS. REFER TOSPECIFICATIONS FOR APPROPRIATE SEALANT.
9. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANICCORROSION.
10. SEAL ALL OPENINGS IN WALLS, FLOORS, CEILINGS, AND ROOFS, AROUND DUCTS, PIPES, VENTS, TRAPS,CONDUIT AND ALL OTHER PENETRATIONS WITH FIRE STOPPING AS SPECIFIED AND REQUIRED BY CODES.
11. PROVIDE TEMPORARY WALLS, ENCLOSURES, DUST SHIELDS AND WALK-OFF MATS AS REQUIRED TOSEPARATE DEMOLITION AND CONSTRUCTION FROM EXISTING BUILDING.
12. PROVIDE BRACING AND SHORING AS REQUIRED TO PROTECT EXISTING STRUCTURE TO REMAIN.PROVIDE SECURE AND WEATHERPROOF ENCLOSURE OF TEMPORARY OPENINGS IN EXTERIOR WALLS.PROTECT ALL BUILDING COMPONENTS FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION.
13. RESTORE ALL EXISTING AREAS AFFECTED BY DEMOLITION AND RELATED NEW CONSTRUCTION TO THEIRORIGINAL CONDITION, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS, AND CEILINGS AND THEIRASSOCIATED FINISHES.
14. PROVIDE SOLID WALL BACKING WITH METAL OR FIRE-RETARDANT WOOD BLOCKING BEHIND DOORHARDWARE SUCH AS WALL STOPS, BUMPERS, HOLD OPENS, ETC.
SHEET INDEXSHEET # SHEET TITLE
S2-11 FOOTING AND FOUNDATION DETAILS
S2-12 ADD ALTERNATE 2 FOOTING AND FOUNDATION DETAILS
S4-11 ROOF FRAMING PLAN
S6-21 ROOF FRAMING DETAILS
PLUMBING
P1-11 FIRST FLOOR PLUMBING DEMO PLAN
P2-11 FIRST FLOOR SANITARY PLUMBING PLAN
P2-12 FIRST FLOOR POTABLE WATER PLAN
P3-11 PLUMBING ISOMETRICS
P5-11 PLUMBING SCHEDULES & DETAILS
MECHANICAL
M1-11 FIRST FLOOR HVAC DEMO PLAN
M2-11 FIRST FLOOR HVAC PLAN
M2-12 ROOF HVAC PLAN
M4-11 HVAC SCHEDULES & DETAILS
ELECTRICAL
E2-10 ELECTRICAL SITE PLAN
E2-11 FIRST FLOOR POWER PLAN
E3-11 FIRST FLOOR LIGHTING PLAN
E4-11 ELECTRICAL SYMBOLS LISTS AND MOUNTING HEIGHTS DETAIL
E4-12 ELECTRICAL SPECIFICATIONS
E5-11 POWER PANEL BOARDS, ELECTRICAL RISER AND SCHEDULES
SHEET INDEXSHEET # SHEET TITLE
GENERAL
G1-10 TITLE SHEET, SHEET INDEX, PROJECT GENERAL NOTES
G1-11 MOUNTING HEIGHTS AND STANDARDS, ABBREVIATIONS AND SYMBOLS
G1-21 CODE DATA AND CODE DATA PLAN
CIVIL
C0-10 SITE DATA
C1-10 PROPOSED SITE EROSION CONTROL PLAN
C1-20 EROSION CONTROL DETAILS
C1-21 EROSION CONTROL DETAILS
ARCHITECTURAL
A1-01 INTERIOR PARTITION WALL TYPES, PARTITION NOTES
A1-11 FIRST FLOOR DEMOLITION PLAN
A1-21 FIRST FLOOR PLAN
A1-31 FIRST FLOOR REFLECTED CEILING PLAN
A1-41 FIRST FLOOR FINISH PLAN AND FINISH LEGENDS
A1-71 ROOF PLAN
A2-11 EXTERIOR ELEVATIONS
A3-11 BUILDING SECTIONS
A4-11 DOOR AND WINDOW SCHEDULES, SIGNAGE AND ELEVATIONS
A6-11 INTERIOR ELEVATIONS AND CASEWORK SECTIONS
STRUCTURAL
S1-00 STRUCTURAL NOTES
S1-11 FOUNDATION AND SLAB PLAN
S1-12 ADD ALTERNATE 2
GREEN BAY OFFICE
115 PINE STREET SUITE 300GREEN BAY, WISCONSIN 54301PHONE: 920.434.2128
LOCATION OF BUILDING
REVISION SCHEDULE
DATE DESCRIPTION BY
WATER CLOSETREAR WALL
WATER CLOSETSIDE WALL
URINAL (ADA COMPLIANT ONLY)WHEN TWO OR MORE URINALS ARE SHOWN, MOUNT ONLY ONE
AT ADA COMPLIANT HEIGHT AND OTHERS AT 24" TO RIM
SOAP DISPENSER
MIRROR SANITARY PRODUCT RECEPTACLE
PAPER TOWEL
DISPENSER
MOP STRIP FIRE EXTINGUISHER OR CABINET
SHELF DIAPER CHANGING TABLE
24" MIN 12" MIN
17"-18"3
3"-
36
"
GRAB BAR
24" MIN.
42" MAX.
7"-9"
17
" -
19
"
18
" M
IN.
7"
1 1
/2"
MIN
.
33
" -
36
"
39
" -
41
"1
8"
MIN
MAX
12" 42" MIN
39"-41"
54" MIN
GRABBAR
OPERABLE PARTS OF DISPENSERS AND SANITARY PRODUCT RECEPTACLES SHALL BE LOCATED WITHIN HATCHED AREA
17
" M
AX
.
AD
A C
OM
PL
IAN
T O
NLY
44
" M
AX
.
FLUSH VALVE
RIM
24" MIN
36"
MIN
SU
RF
AC
E O
F M
IRR
OR
40"
MA
X T
O R
EF
LE
CT
IVE
NOTE:35" IF NOT LOCATED ABOVE LAVS, SINKS OR COUNTERS
TOP AT 2" BELOW HORIZONTAL GRAB BAR; OPERABLE PARTS WITHIN 12" MIN AND 40" MAX FROM REAR WALL
54"
TO
TO
P O
F H
AN
DL
E
48"
OR
40
" -
48
"
(PA
RA
LLE
L A
PP
RO
AC
H)
54"
TO
LA
TC
HIN
G M
EC
HA
NIS
M
OF
UN
FO
LD
ED
TA
BLE
34
" M
AX
TO
TO
P
ADA COMPLIANT SIGNAGE
MULTIPLE LINE ADA SIGNAGE
OF
BO
TT
OM
LIN
E T
EX
T
48
" M
IN T
O B
OT
TO
M
OF
TO
P L
INE
TE
XT
60
" M
AX
TO
BO
TT
OM
60" CLEAR FLOOR SPACE
WASTERECEPTACLE
MOUNTING HEIGHTS AND STANDARDS
OP
ER
AB
LE
PA
RT
44
" T
O H
IGH
ES
T
WALL-MOUNT LAVATORY (WITH KNEE AND TOE
CLEARANCES)
DROP-IN LAVATORY (WITH KNEE AND TOE CLEARANCES)
MIN.
8"
MIN
.
9"
27
" M
IN.
MAX.6"
MIN.
11" KNEE CLEARANCE AREA
TOE CLEARANCE
AREA
25" MAX.
17" MIN.
34
" M
AX
.
34
" M
AX
.
MIN.
8"
MIN
.
9"
27
" M
IN.
MAX.6" MIN.
11"
25" MAX.
17" MIN.
KNEE CLEARANCE AREA
TOE CLEARANCE
AREA
18 1/4" MIN.
AMBULATORY STALLPLAN VIEW
(GRAB BARS EA SIDE-SEE WATER CLOSET -
SIDE WALL DETAILFOR CONFIGURATION)
36" CLEAR
DO
OR
MU
ST
SW
ING
OU
T
32"
MIN
60"
MIN
CLE
AR
CENTER ON LAV BELOW
MIN.
15"
27
" M
IN.
SP
OU
T H
EIG
HT
36
" M
AX
.
SP
OU
T H
EIG
HT
38
" -
43
"
6" MAX. 8" MIN.
12"
CLEAR
15" MIN.
CLEAR
15" MIN.
SP
OU
T H
EIG
HT
38
" -
43
"
DRINKING FOUNTAINS SIDE ELEVATION
DRINKING FOUNTAINSFRONT ELEVATION
SP
OU
T H
EIG
HT
36
" M
AX
.
3 1/2" MAX. (PARALLEL APPROACH)5" MAX. (FORWARD APPROACH)
MATERIALS KEY
WOOD
SAND
STEEL
GRAVEL
GYPSUM BOARD
PLYW OOD
CONCRETE (SECTION)
GRANULAR FILL
EARTH
CMU (SECTION)
BATT INSULATION
BRICK
RIGID INSULATION
OR SHEATHING
SYNTHETIC STUCCO
TAGS AND SYMBOLS
NEW
CONSTRUCTION GRIDS
EXISTING
CONSTRUCTION GRIDS
SECTION
INTERIOR /
EXTERIOR ELEVATION
INTERIOR
ELEVATION (ALTERNATIVE)
DETAIL CALLOUT
AREA OF DETAIL
LEVEL 1
100'-0"ELEVATION
DOOR NUMBERS
ONLY ONE DOOR IN A ROOM
MULTIPLE DOORS IN A ROOM
WALL TYPE
WINDOW TYPE
DRAWING
TITLE
SHEET NUMBER
DETAIL NUMBER
ABBREVIATIONS
SPRAY IN PLACE INSULATION
EQUIPMENT TYPE A
ROOM /
FINISH TAG
MATERIAL TYPE
FLOOR
MATERIAL TYPE
C
W
B
F
ROOM #
ROOM NAME
CEILING
WALL
BASE
FLOOR
FINISHES LISTED IN ROOM TAG APPLY TO ALL
ELEMENTS IN ROOM, UNLESS NOTED OTHERWISE
THE FOLLOWING SYMBOL APPLIES TO FINISHES
DIFFERENT FROM THOSE NOTED IN ROOM TAG:
FINISH
CASEWORK
TAG
1VIEW NAME1/8" = 1'-0"
FIN-#
F FIN-#
AL15
M12
101
1
A
2
B
CDSW#
H#D#
MOD LINE 1MOD LINE 2
CDS CATALOG NUMBER FROM NORTH AMERICAN ARCHITECTURAL WOODWORK STANDARDS (NAAWS)
(IF "M" IS INCLUDED SEE NOTE BELOW FOR DESCRIPTION OF MODIFICATION)
NOMINAL DEPTH
NOMINAL HEIGHT
NOMINAL WIDTH
DESCRIPTION OF MODIFICATION FROM CDS CATALOG
A1-11
1
1
A1-11
_____________________
SECTION NUMBER
SHEET NUMBER
A1-111
A1-111
ELEVATION NUMBER
SHEET NUMBER
1
1
1
ELEVATION NUMBERS
SHEET NUMBER
2
3
4
101A
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:06:19 PM
G1-11
MOUNTING
HEIGHTS AND
STANDARDS,
ABBREVIATIONS
AND SYMBOLS
22812 Arch R18.rvt
KML
KML
LAR
2303
SUAMICO WISCONSIN
200 22812 G1-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
G1-11 MOUNTING HEIGHTS AND STANDARDS, ABBREVIATIONS AND SYMBOLS
SUSP SUSPENDED
SV SHEET VINYL
SY SQUARE YARDS
T&G TONGUE AND GROOVE
T&P TEMPERATURE AND PRESSURE
TBD TO BE DETERMINED
TEL TELEPHONE
TEMP TEMPERATURE
TER TERRAZZO
TO TOP OF
TOS TOP OF STEEL
TP TOILET PARTITION
TR TAMPER RESISTANT
TRANF TRANSFORMER
TS TUBE STEEL / THRESHOLD / TRANSITION STRIP
TV TELEVISION
TYP TYPICAL
UH UNIT HEATER
UNO UNLESS NOTED OTHERWISE
VCT VINYL COMPOSITE TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VTR VENT THROUGH ROOF
VWP VENEER WALL PANEL
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WCG WALL COVERING
WD WOOD
WF WALL FINISH
WG WALL GUARD
WH WALL HYDRANT
WHTR WATER HEATER
WP WEATHERPROOF (ELEC)
WWF WELDED WIRE FABRIC
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MTD MOUNTED
MULL MULLION
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OC / O.C. ON CENTER
OCEW / O.C.E.W. ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OH OVERHEAD
OL OVERALL LENGTH
OPNG OPENING
ORD OVERFLOW ROOF DRAIN
OSB ORIENTED STRAND BOARD
PC PHOTO CELL
PLAM PLASTIC LAMINATE
PLWP PLASTIC LAMINATE WALL PANEL
PNT PAINT
POLYETH POLYETHYLENE
POLYISO POLYISOCYANURATE
PRV POWER ROOF VENTILATOR
PVC POLYVINYL CHLORIDE
QT QUARRY TILE
QTZ QUARTZ
RA RETURN AIR
RB RESILIENT BASE
RBR RUBBER
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFRIGERATOR
REINF REINFORCED
REQD REQUIRED
REV REVISION / REVISED
RM ROOM
RO ROUGH OPENING
ROW / R/W RIGHT OF WAY
RTE REFER TO ELEVATION
RTU ROOF TOP UNIT
SA SUPPLY AIR
SC SEALED CONCRETE
SF SQUARE FOOT
SIM SIMILAR
SM SURFACE MOUNTED
SPEC SPECIFICATION
SS SOLID SURFACE
SSTL STAINLESS STEEL
STD STANDARD
STN STONE
STOR STORAGE
EX EXISTING
EXP EXPANSION
EXT EXTERIOR
F&I FURNISH AND INSTALL
FA FRESH AIR
FAAP FIRE ALARM ANNUNCIATOR PANEL
FACP FIRE ALARM CONTROL PANEL
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FLOOR FINISH
FFE FINISHED FLOOR ELEVATION
FRP FIBERGLASS REINFORCED PLASTIC
FRZ FREEZER
FT FOOT OR FEET
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GFCI GROUND FAULT CIRCUIT INTERRUPT
GL GLAZING
GYP GYPSUM
HD HUB DRAIN
HDG HOT DIP GALVANIZED
HDW HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL SECTION
HT HEIGHT
HVAC HEATING VENTILATION AND AIR CONDITIONING
ID INSIDE DIAMETER
IG ISOLATED GROUND
IMP INSULATED METAL PANEL
INFO INFORMATION
INP IN-PLACE
INSUL INSULATION
INT INTERIOR
JAN JANITOR
JBE JOIST BEARING ELEVATION
JST JOIST
LAV LAVATORY
LB POUND
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LN LINEAR
LVT LUXURY VINYL TILE
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MEP MECHANICAL , ELECTRICAL, PLUMBING
MEZZ MEZZANINE
MFR MANUFACTURER
# POUND OR NUMBER
@ AT
A.C.T. ACOUSTICAL CEILING TILE
ADA AMERICANS WITH DISABILITIES ACT
ADD ADDENDUM
ADDL ADDITIONAL
ADJ ADJACENT
AFF ABOVE FINISH FLOOR
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM ALUMINUM
APPROX APPROXIMATELY
ARCH ARCHITECTURAL
B.O. BOTTOM OF OR BY OWNER
BD BOARD
BLDG BUILDING
BRG BEARING
BSMT BASEMENT
CG CORNER GUARD
CIP CAST IN PLACE
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
CM CORRUGATED METAL
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
CONC CONCRETE
CONF CONFERENCE
CONT CONTINUOUS
CPT CARPET
CR CHAIR RAIL
CRK CORK
CT CERAMIC TILE
CY CUBIC YARD
DEMO DEMOLITION
DF DRINKING FOUNTAIN
DH DOOR HOLDER (MAGNETIC)
DIA DIAMETER
EA EACH
EF EXHAUST FAN
EIFS EXTERIOR INSULATION FINISH SYSTEM
ELEC ELECTRICAL
ELEV ELEVATION
EMERG EMERGENCY
ENCL ENCLOSURE
EPDM ETHYLENE PROPYLENE DIENE MONOMER
EPX EPOXY
EQ EQUAL
EQUIP EQUIPMENT
ETC ETCETERA
EWC ELECTRIC WATER COOLER
REVISION SCHEDULE
DATE DESCRIPTION BY
UP
DN
T
EXISTING
CLASSROOM
793 SQUARE FOOT ADDITION
EX
IST
ING
NE
W
106
STORAGE
107
FAMILY
RESTROOM
EXISTING TO
BASEMENT
EXISTING
HALLWAY
EXISTING
RESIDENCE
EXISTING
LEARNING
CENTER
TO EXISTING
2ND FLOOR
OFFICE
SPACE
1ST FLOOR EXIST. - 4068 SQUARE FEET
BASE BID
AD
D A
LT
ER
NA
TE
1
105
SERVERY
104
STORAGE
103
WOMENS
100
ENTRY
101
MENS
102
FURNACE
KB
CODE DATA PLAN KEY
EXIT
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FRONTAGE DISTANCE
KNOX BOX
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:06:20 PM
G1-21
CODE DATA AND
CODE DATA PLAN
22812 Arch R18.rvt
KML
KML
07/15/19
LAR
2303
SUAMICO WISCONSIN
200 22812 G1-21
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
G1-21 CODE DATA AND CODE DATA PLAN
1/8" = 1'-0"1CODE DATA PLAN
GENERAL CODE DATA
BUILDING CODE
WISCONSIN COMMERCIAL BUILDING CODE (2015 IBC AND WISCONSIN AMENDMENTS)
ACCESSIBILITY CODE
WISCONSIN COMMERCIAL BUILDING CODE (2015 IBC AND WISCONSIN AMENDMENTS)2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
USE AND OCCUPANCY CLASSIFICATION
ASSEMBLY GROUP A-3BUSINESS GROUP BRESIDENTIAL GROUP R-3
FIRE PROTECTION SYSTEMS
NONSPRINKLERED
MIXED USE AND OCCUPANCY
NONSEPARATED OCCUPANCIES
CONSTRUCTION TYPE
TYPE VB
BUILDING HEIGHT
TABULAR ALLOWABLE HEIGHT: 1 STORY / 40 FEETACTUAL HEIGHT: 1 STORY / 32 FEET
BUILDING AREA
TABULAR ALLOWABLE AREA PER STORY: 6,000 SFAREA INCREASE FACTOR DUE TO FRONTAGE: 0.75ALLOWABLE AREA PER STORY: [6,000 + (6,000)(0.75)] = 10,500 SFACTUAL AREA: 4,861 SF (PLUS 357 SF MEZZANINE)
OCCUPANT LOAD
FIRST FLOORASSEMBLY
EXHIBIT GALLERY: 1,453 SF / 30 NET SF = 49 OCCUPANTSASSEMBLY WITHOUT FIXED SEATS
UNCONCENTRATED (TABLES / CHAIRS)MEETING ROOM: 735 SF / 15 NET SF = 49 OCCUPANTS
RESIDENTIAL AREAS: 929 SF / 200 GROSS SF = 5 OCCUPANTSTOTAL FIRST FLOOR: 103 OCCUPANTS
MEZZANINEBUSINESS AREAS: 357 SF / 100 GROSS SF = 4 OCCUPANTS
TOTAL OCCUPANT LOAD: 107 OCCUPANTS
MEANS OF EGRESS
MINIMUM NUMBER OF EXITS REQUIREDFIRST FLOOR: 2MEZZANINE: 1
ACTUAL NUMBER OF EXITSFIRST FLOOR: 4MEZZANINE: 1
MINIMUM EGRESS WIDTH REQUIREDFIRST FLOOR
OTHER EGRESS COMPONENTS: (103 OCCUPANTS)(0.20) = 20.60 INCHESMEZZANINE
STAIRWAYS: (4 OCCUPANTS)(0.30) = 1.20 INCHESACTUAL EGRESS WIDTH
FIRST FLOOROTHER EGRESS COMPONENTS: 132 INCHES (4 EXTERIOR EXIT DOORS)
MEZZANINESTAIRWAYS: 36 INCHES (1 EXIT ACCESS STAIRWAY)
COMMON PATH OF EGRESS TRAVEL: 75 FEET MAXIMUMEXIT ACCESS TRAVEL DISTANCE: 200 FEET MAX
PLUMBING FIXTURES REQUIRED
ASSEMBLY GROUP A-398 / 2 = 49 MEN AND 49 WOMEN49 / 125 = 0.39 W ATER CLOSETS FOR MEN49 / 65 = 0.75 WATER CLOSETS FOR WOMEN49 / 200 = 0.25 LAVATORIES FOR MEN49 / 200 = 0.25 LAVATORIES FOR WOMEN98 / 500 = 0.20 DRINKING FOUNTAINS
BUSINESS GROUP B4 / 2 = 2 MEN AND 2 WOMEN2 / 25 = 0.08 WATER CLOSETS FOR MEN2 / 25 = 0.08 WATER CLOSETS FOR WOMEN2 / 40 = 0.05 LAVATORIES FOR MEN2 / 40 = 0.05 LAVATORIES FOR WOMEN4 / 100 = 0.04 DRINKING FOUNTAINS
TOTAL PLUMBING FIXTURES REQUIRED0.47 (1) WATER CLOSET FOR MEN0.83 (1) WATER CLOSET FOR W OMEN0.30 (1) LAVATORY FOR MEN0.30 (1) LAVATORY FOR WOMEN0.24 (2) ACCESSIBLE DRINKING FOUNTAINS (HIGH AND LOW SPOUT HEIGHT)1 SERVICE SINK
PLUMBING FIXTURES PROVIDED (NEW FIXTURES)
2 WATER CLOSETS AND 1 URINAL FOR MEN2 WATER CLOSETS FOR WOMEN2 LAVATORIES FOR MEN2 LAVATORIES FOR WOMEN2 ACCESSIBLE DRINKING FOUNTAINS (HIGH AND LOW SPOUT HEIGHT)1 SERVICE SINK
REVISION SCHEDULE
DATE DESCRIPTION BY
22812 C0 SITE DATA
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
--
-
T. KATERS
M. CHAMBERS
--
19-22812
--/--/--
C0-10
SITE DATA
C0-10 SITE DATA
RESTROOM ADDITION 22812 C0-10
BROWN COUNTYBARKHAUSENRESTROOMADDITION
WISCONSINSUAMICO
N
S
W ELOCATION MAP
PROJECT ADDRESS:
Barkhausen Waterfowl Preserve
2024 Lakeview Drive,
Suamico, Wisconsin 54173
LEGEND
EXISTING
CITY LIMITS
ACCESS CONTROL
SECTION LINEQUARTER SECTION LINERIGHT OF WAY LINEPROPERTY / LOTLINEEASEMENT LINE
CULVERT
WATER EDGEWETLAND BOUNDARYWETLAND / MARSH
WATER
FENCE LINE
STORM SEWERSANITARY SEWERSANITARY SEWER FORCEMAIN
CONTOUR (MAJOR)
UNDERGROUND TELEPHONE
OVERHEAD ELECTRICUNDERGROUND ELECTRIC
UNDERGROUND TV
GAS
UNDERGROUND FIBER OPTIC
CONTOUR (MINOR)DECIDUOUS TREECONIFEROUS TREETREE LINEMANHOLE/STRUCTURECATCH BASINHYDRANT
CURB STOPVALVE
UTILITY PEDESTAL / CABINETPOWER POLE
990989
PROPOSED
CULVERTSTORM SEWER
SANITARY SEWER
WATER
OVERHEAD ELECTRICUNDERGROUND ELECTRICUNDERGROUND TV
GAS
CONTOURMANHOLECATCH BASINHYDRANTVALVE
EASEMENTRIGHT OF WAY
STORM SEWER (PIPE WIDTH)
1015
LOT LINE
SANITARY SEWER (PIPE WIDTH)
OVERHEAD UTILITYUNDERGROUND UTILITY
DIGGERS HOTLINEDial or (800)242-8511
www.DiggersHotline.com
1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS,WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTORAGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERALSUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OFALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS ANDCLARIFICATIONS ISSUED BY THE ARCHITECT/ENGINEER.
2. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALLSUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETSIN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETECOORDINATION OF ALL WORK.
3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALEDDIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIESOR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFOREPROCEEDING WITH THE WORK.
4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONSREQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDINGWITH THE WORK.
5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THEPROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THEWORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILSSHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENTCANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFOREPROCEEDING WITH THE WORK.
6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENTSHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED ANDCONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. INCASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONSAND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT/ENGINEERBEFORE PROCEEDING WITH THE WORK.
7. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROMEACH OTHER TO AVOID GALVANIC CORROSION.
8. THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ONTHE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATEAND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC.(ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTORSHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACEUTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALLIMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.
9. THE CONTRACTOR IS TO CONTACT "DIGGER'S HOTLINE" FORUTILITY LOCATIONS, MINIMUM 3 BUSINESS DAYS PRIOR TO ANYEXCAVATION / CONSTRUCTION (811 OR 1-800-242-8511).
PROJECT GENERAL NOTES
ALL CONSTRUCTION SHALL COMPLY WITH THE VILLAGE OF SUAMICO REQUIREMENTS,WISDOT STANDARD SPECIFICATIONS, 2019 EDITION, WISDOT CONSTRUCTION ANDMATERIALS MANUAL, CURRENT EDITION, WISCONSIN DEPARTMENT OF SAFETY ANDPROFESSIONAL SERVICES STATE PLUMBING CODE, CURRENT EDITION, AND STANDARDSPECIFICATION FOR SEWER & WATER CONSTRUCTION IN WISCONSIN, 6th EDITION, UNLESSDIRECTED OTHERWISE.
SPECIFICATIONS REFERENCE
VILLAGE OF SUAMICO,
WISCONSIN
PROJECT LOCATION
LINEVILLE ROAD
0
SCALE IN FEET
500 1000
N. LA
KEVI
EW D
RIVE
US H
WY
41
US H
WY
41
LINEVILLE ROAD
N. LA
KEVI
EW D
RIVE
UP
22812 C1 SWPPP
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
--
-
T. KATERS
M. CHAMBERS
--
19-22812
--/--/--
C1-10
PROPOSED SITEEROSION CONTROL
PLAN
C1-10 PROPOSED SITE EROSION CONTROL PLAN
RESTROOM ADDITION 22812 C1-10
BROWN COUNTYBARKHAUSENRESTROOMADDITION
WISCONSINSUAMICOEXISTING BUILDING
0
SCALE IN FEET
10 20
WALKING PATH AND CONNECTIONTO EXISTING PAVING BY OWNER
CONSTRUCTION ACTIVITY NOTES:
EXISTING BUILDING
PROPOSED BUILDING ADDITION:- FINISHED FLOOR ELEVATION, REFERENCE
ARCHITECTURAL DRAWINGS.
- STOOP FOUNDATIONS AND/OR STAIR AT DOORS,REFERENCE STRUCTURAL DRAWINGS.
- SLOPE GRADE AT 1:4 MAX. TO MEET EXISTINGVEGETATIVE SURFACES.
- SLOPE WALKING SURFACES AT 1:20 (5%) MAX.TO MEET EXISTING WALKING SURFACES.
EROSION CONTROL NOTE:- CONTRACTOR TO USE CONSTRUCTION BEST MANAGEMENT
PRACTICES AND PER DNR TECHNICAL STANDARDS TOPROVIDE NECESSARY EROSION CONTROL MEASURESTHROUGHOUT CONSTRUCTION.
- REFERENCE NOTES AND DETAILS ON C-10, C1-20, AND C1-21.
CONSTRUCTION ACTIVITY NOTES:
ORANGE SAFETY FENCE ATTACHEDTO STAKES
SECTION
PLAN
STAKES - SET MAXIMUM 5' APART2" x 2" WOOD OR STEEL
EXISTING TREE TRUNK
FENCE DISTANCE FROM TRUNK:- FOLLOW PLAN LOCATIONS IF SHOWN- OTHERWISE, PLACE FENCE 1' FOR EACH1" OF TRUNK DIAMETER (AT 4' HEIGHT).EXAMPLE: 6" TRUNK DIA MEANS 6' FROMTRUNK
STAKES - 2" x 2" WOOD OR STEELSET A MIN. 24" DEEP IN UNDISTURBEDGROUND
ORANGE SAFETY FENCE ATTACHEDTO STAKES
EXISTING GRADE
4' HT.EXISTING TREE
NOTE:COORDINATE CONSTRUCTION OPERATIONS ANDEFFORTS TO MINIMIZE THE DISTURBANCE OF THETREE CANOPY. ELIMINATE INSTANCES WHENEQUIPMENT OPERATES WITHIN CLOSE PROXIMITY INWHICH TURNING AND SWINGING MOVEMENTS OFEQUIPMENT COULD POTENTIALLY HARM THE TREECANOPY. IF THE TREE CANOPY OR ROOT SYSTEM ISDAMAGED DURING CONSTRUCTION OPERATIONSINFORM THE OWNERS REPRESENTATIVE. IF THEDAMAGE TO THE TREE IS DETERMINED SIGNIFICANT,TREE WILL NOT SURVIVE, THE CONTRACTOR WILLREPLACE THE DAMAGED TREE IN COORDINATION WITHOWNER'S REPRESENTATIVE AND WILL BE INCIDENTALTO THE CONTRACT.
IF ROOT CUTTING/PRUNING IS REQUIRED THE ROOTSMUST BE CUT STRAIGHT WITH A SHARP BLADE. ROOTCUTTING METHOD MUST BE REVIEWED AND APPROVEDPRIOR TO CUTTING AS WELL AS THE INITIAL CUTTINGBE OBSERVED BY THE OWNERS REPRESENTATIVE.
GIVEN THE HEALTH AND MATURITY OF THE EXISTING
TREES ON SITE PROTECTION IS A TOP PRIORITY AND
ENFORCEMENT OF TREE PROTECTION MEASURES
WILL BE STRICTLY ENFORCED.
TREE PROTECTION FENCINGNTS
20' MINIMUM
50' MINIMUMINPLACE SURFACE
12" MINIMUM DEPTH OF 3" TO 6" DIA.CRUSHED AGGREGATE
LOOSEN AS NEEDED SO THAT ENTRANCEIS NOT COMPACTED, REPLACE/CLEANAGGREGATE ONCE DIRTY
WisDOT STANDARDSPECIFICATION 645 TYPE SAS
PERMEABLE GEOTEXTILEFABRIC BENEATH ROCK
18" HIGH (MIN) CUT OFF BERM TO MINIMIZERUNOFF FROM LEAVING SITE EXTEND SILT
FENCE FROM EITHER SIDE OF BERM AS NEEDED
ROCK CONSTRUCTION ENTRANCENTS EC600
GEOTEXTILE FABRIC ONLY
BACKFILL & COMPACT TRENCHWITH EXCAVATED SOIL
FLOW
DIRECTION
WOOD POSTS LENGTH 3'-4" 20"DEPTH IN GROUND
GEOTEXTILEFABRIC
SUPPORT CORD
FLOW
3'-0"MAX 3'-0"MAX 3'-0"MAX 3'-0"MAX
FOLD3" MAX
ANCHOR STAKEMIN. 18" LONG
TIEBACK BETWEEN FENCEPOST & ANCHOR SILT FENCE
FLOW DIRECTION
FLOW
DIRECTION
INSET A
INSET A
EXCESS FABRIC
GEOTEXTILE FABRIC
FLOW DIRECTION
GEOTEXTILE FABRIC(TYP)
WOOD POST(TYP)
FLOW DIRECTION
FLOW DIRECTION
TRENCH
TIE BACK
(WHEN ADDITIONAL SUPPORT IS NEEDED)
HOOK METHOD
TWIST METHOD
TYPICAL SILT FENCE
1
3
3
1
NOTES:
ATTACH FABRIC TO THE POSTS WITH WIRE STAPLES OR WOODEN LATH & NAILS.ADDITIONAL POST DEPTH OR TIE BACKS MAY BE REQUIRED IN UNSTABLE SOILS.8'-0" POST SPACING ALLOWED IF A WOVEN GEOTEXTILE FABRIC IS USED.TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY & ANCHOR TH GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH, BACKFILL, & COMPACT TRENCHWITH EXCAVATED SOIL.WOOD POST SHALL BE A MINIMUM SIZE OF 1 18" x 1 18" OF OAK OR HICKORY.CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ONE OF THE FOLLOWINGTWO METHODS.A. TWIST METHOD - OVERLAP THE END POSTS & TWIST, OR ROTATE AT LEAST 180°.B. HOOK METHOD - HOOK END OF EACH SILT FENCE LENGTH.
1
2
3
2
SILT FENCENTS EC100
FLAP POCKETSIDE FLAP
LENGTH & WIDTH DIMENSIONS SHALLBE PER PLAN
FRONT LIFTING FLAP
MINIMUM DOUBLE STITCHED SEAMSALL AROUND SIDE PIECES & ON FLAP
POCKETS
TYPE FF GEOTEXTILE FABRIC
USE REBAR, STEEL PIPE, OR 2"x4" FORREMOVAL
4"x6" OPENINGS w/ ROUDNEDCORNERS SHALL BE HEAT CUT (ONEHOLE ON EACH OF THE FOUR SIDES)TAPER BOTTTOM
12"MIN
12"
4"8"
INLET GRATE
NOTES:
TAPER BOTTOM OF BAG TO MAINTAIN THREE INCHES OF CLEARANCE BETWEEN THE BAG & THE STRUCTUREMEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGS TO THE STRUCTURE WALL.GEOTEXTILE FABRIC TYPE FF FOR FLAPS, TOP & BOTTOM OF OUTSIDE OF FILTER BAG. FRONT, BACK, & BOTTOM OFFILTER BAG BEING ONE PIECE.FRONT LIFTING FLAP IS TO BE USED WHEN REMOVING & MAINTAINING FILTER BAG.SIDE FLAPS SHALL BE A MAXIMUM OF TWO INCHES LONG. FOLD THE FABRIC OVER & REINFORCE WITH MULTIPLESTICHES.FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2" x 4". THE REBAR, STEEL PIPE, OR WOOD SHALL BEINSTALLED IN THE REBAR FLAP & SHALL NOT BLOCK THE TOP HALF OF THE CURB FACE OPENING.CAN BE INSTALLED IN INLETS WITH OR WITHOUT CURB BOXESWHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED INTHE FABRIC DOES NOT FALL INTO THE STRUCTURE. MATERIAL THAT HAS FALLEN INTO THE INLET SHALL BEIMMEDIATELY REMOVED.
1
2
3
4
5
5
1
2
3
4
TYPE DINLET PROTECTIONNTS EC222
2' 1' MI
N
3' DE
EP
10'NATIVEMATERIAL
5'x10'x3' CONCRETEWASHOUT AREA
1' DEEP IMPERVIOUSCLAY LINER
MINIMUM 10-MIL THICK PLASTICSHEETING OR APPROVEDEQUAL
NOTES:
CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA.
CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75% CAPACITY.
WASHOUT AREA SHALL NOT BE PLACED WITHIN 50' OF STORM DRAINS, OPEN DITCHES OR BODIES OF WATER.
CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVER TOPPING.
WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE.
CONCRETE WASHOUTNTS
FLOWDIRECTION
48"
24"
2x4 STAKE AND CROSS BRACINGTYPE FF GEOTEXTILE FABRIC
INLET GRATEFABRIC TO BE TRENCHED TO DEPTH
OF 6.0" (MIN)
TYPE FF GEOTEXTILE FABRIC(ATTACHED TO 2x4 STAKES AND
CROSS BRACING)
24"
INLET WITH OR WITHOUT GRATE
SECTION
ISOMETRIC
NOTES:
WHEN REMOVING OR MAINTAINING PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPEDIN THE FABRIC DOES NOT FALL INTO THE STRUCTURE. MATERIAL THAT HAS FALLEN INTO THE INLET SHALLBE IMMEDIATELY REMOVED.
TYPE AINLET PROTECTIONNTS EC220
22812 C1 SWPPP
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
--
-
T. KATERS
M. CHAMBERS
--
19-22812
--/--/--
C1-20
EROSION CONTROLDETAILS
C1-20 EROSION CONTROL DETAILS
RESTROOM ADDITION 22812 C1-20
BROWN COUNTYBARKHAUSENRESTROOMADDITION
WISCONSINSUAMICO
1'
EMBED IN 2" DEEP TRENCH
FLOW
SEDIMENT CONTROL LOG
SEDIMENT CONTROL LOG
NOTES:
SEDIMENT CONTROL LOGS TO BE 6" DIAMETER UNLESS OTHEWISE NOTED.STAKED INTO THE GROUND WITH WOOD STAKES.
WOOD STAKES ARE A MINIMUM OF 2"x16"x12" UNLESS PRECLUDED BY PAVED SURFACE OR ROCK.
WOOD STAKES DRIVEN THROUGH BACK HALF OF SEDIMENT CONTROL LOG AT AN APPROXIMATE ANGLE OF45° WITH THE TOP OF STAKE POINTING UP STREAM.
WHEN MORE THAN ONE SEDIMENT CONTROL LOG IS NEEDED, OVERLAP ENDS A MINIMUM OF 6" AND STAKE
SEDIMENT CONTROL LOG STAKINGNTS
STAPLE DETAIL
TERMINAL ENDBLANKET SIDE EDGE
BLANKET ROLL END OVERLAP
BLANKET SIDE OVERLAP
ANCHOR TRENCH
STAPLES
STAPLEEVERY 12"
FLOWDIRECTION
12" STAGGERED
1" MIN
6" T
O 1
2"
CENTER OFWATERWAY
STAPLE
6" MIN
STAPLE
FLOWDIRECTION
6" MIN
4" STAGGERED1 ROW OFSTAPLES12" O.C.
6"
TAMP SOIL FIRMLY
6"
2 ROWSOF STAPLES12" O.C.STAGGERED
2 ROWS OF STAPLES,STAGGERED 12" O.C.ALONG ROW
SEAM
SEAM
RO
W O
FST
APLE
S
COLUMN OF
STAPLES
4
1
4
5
3
2
2
NOTES:
PREPARE SOIL PRIOR TO INSTALLING ECB, INCLUDING SEEDING AND FERTILIZING.THE ECB SHALL BE PLACED IN FIRM CONTACT WITH THE SOIL AND NOT BE ALLOWED TOBRIDGE OVER SURFACE IRREGULARITIES. THE MAT SHALL NOT BE STRETCHED.START LAYING THE MATS BY ROLLING CENTER MAT IN THE DIRECTION OF FLOW.THE ECB SHALL BE ANCHORED, OVERLAPPED, AND STAPLED ACCORDING TOMANUFACTURER'S INSTRUCTIONS. IF NO MANUFACTURER'S INSTRUCTIONS ARE AVAILABLE,INSTALL THE MAT AS FOLLOWS.
STAPLES SHALL BE "U" SHAPED, 0.12" DIAMETER WIRE OR GREATER (#11 GAUGE). (SEESTAPLE DETAIL FOR DIMENSIONS)BURY UPSTREAM END OF MAT IN A TRENCH 6" WIDE BY 6" DEEP AND STAPLED INSTAGGERED ROWS ACROSS THE WIDTH AS SHOWN IN DETAIL 1.C. FOR JOINING ENDS OF ROLLS, OVERLAP END OF UP SLOPE MAT A MINIMUM OF 6"OVER DOWN SLOPE MAT (SHINGLE STYLE). USE A DOUBLE ROW OF STAGGEREDSTAPLES 4" APART, AS SHOWN IN DETAIL 2.D. MATS ON SIDE SLOPES SHALL OVERLAP A MINIMUM OF 6" OVER THE MAT BELOW(SHINGLE STYLE). STAPLE OVERLAP AT 12" INTERVALS. (SEE DETAIL 3)E. THE OUTER EDGE ALONG SIDES OF THE MAT SHALL BE STAPLED EVERY 12". (SEEDETAIL 4)F. STAPLES ARE TO BE PLACED ALTERNATELY IN COLUMNS (IN THE DIRECTION OF THEWATERWAY) 2' APART AND IN ROWS (ACROSS THE WATERWAY) 3' APART THROUGHOUTTHE AREA COVERED BY THE ECB.G. DOWNSTREAM (TERMINAL) END OF BLANKET SHALL BE STAPLED WITH A DOUBLEROW OF STAGGERED STAPLES 12" APART. (SEE DETAIL 5)
1
2
3
4
5
CENTER OFWATERWAY
3 4 5
21
EROSION CONTROL BLANKET INSTALLATIONNTS
22812 C1 SWPPP
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
--
-
T. KATERS
M. CHAMBERS
--
19-22812
--/--/--
C1-21
EROSION CONTROLDETAILS
C1-21 EROSION CONTROL DETAILS
RESTROOM ADDITION 22812 C1-21
BROWN COUNTYBARKHAUSENRESTROOMADDITION
WISCONSINSUAMICO
WALL TYPESTUD
DESIGNATION
2x2 16"
SPACING
PLAN TOP / BOTTOM
2x4 16"
2x6 16"
2x8 16"
E2
E4
E6
E8
WOOD STUDS
5/8" TYPE X GYPSUM BOARD EACH SIDE
DOUBLE TOP PLATE, TYP.
STRUCTURE OR BLOCKING ABOVE
SOUND INSULATION (IF NOTED)
1/2
"
SILL PLATE
KEY NOTES
1
1
1, 8, 9
1
1
1
SILL SEAL
WALL TYPESTUD
DESIGNATION
1x2 (FLAT) 16"
SPACING
PLAN TOP / BOTTOM
2x2 16"
2x4 16"
2x6 16"
2x8 16"
F1
F2
F4
F6
F8
WOOD STUDS
5/8" TYPE X GYPSUM BOARD
TOP PLATE
SOUND INSULATION (IF NOTED)
1/2
"
ADJACENT WALL
STUDS INSTALLED FLAT, IF SCHEDULED
SILL PLATE
KEY NOTES
1
1
1
1
1
1
6"ADJACENT CEILING
1. NOT ALL WALL TYPES LISTED APPLY TO THIS PROJECT. REFER TO FLOOR PLAN FOR LOCATIONSAND ADDITIONAL NOTES.
2. IN ALL WET AREAS SUCH AS SHOWERS AND TUBS, INSTALL CEMENT-BASED BACKER BEHIND AREAS SCHEDULED TO RECEIVE TILE FINISH.
3. ON ALL RESTROOM W ALLS AND OTHER AREAS SCHEDULED TO RECEIVE FRP OR TILE FINISH, PROVIDE A MINIMUM OF MOISTURE-RESISTANT GYPSUM BOARD.
4. ALL PARTITIONS CONTAINING PLUMBING OR HAVING AN EXTERIOR FACE SHALL BE INSULATED.
5. WHERE GYPSUM BOARD EXTENDS TO UNDERSIDE OF STRUCTURE ABOVE, STOP GYPSUM BOARD 1/2" BELOW LINE OF STRUCTURE AND SEAL AS REQUIRED.
6. REFERENCE FLOOR FINISH PLANS AND WALL FINISH PLANS FOR ADDITIONAL FINISHES NOT INDICATED ON PARTITION TYPES.
7. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS OF WALL PENETRATIONS. SEAL ALL OPENINGS WITH ACOUSTICAL SEALANT.
8. PROVIDE FIRE-TREATED WOOD OR STEEL BACKING FOR ALL WALL-MOUNTED FINISH CARPENTRY, ARCHITECTURAL W OODWORK, TOILET PARTITIONS, ACCESSORIES AND OTHER SIMILAR ITEMS.
FIRE-RATED PARTITION NOTES:
1. ALL PARTITIONS NOTED TO BE FIRE-RESISTANCE RATED SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE REFERENCED FIRE RESISTANCE TEST.
2. FIRE-RATED PARTITIONS SHALL BE CONSTRUCTED BEFORE NON-RATED PARTITIONS.
3. ALL FIRE-RATED PARTITIONS TO EXTEND FROM TOP OF UNFINISHED FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. SEAL TOP, BOTTOM AND ALL PENETRATIONS WITH FIRE-RATED SEALANT.
4. ALL PENETRATIONS IN FIRE-RATED PARTITIONS SHALL BE SEALED WITH MATERIALS, SEALANTS AND/OR ASSEMBLIES WHICH MAINTAIN THE FIRE-RESISTANCE RATING OF THE PARTITION.
GENERAL INTERIOR PARTITION NOTES:
1. INCLUDE FIBERGLASS SOUND INSULATION.
2. PROVIDE FIRE-RATED SEALANT AT WALL BASE, TOP AND AROUND ALL PENETRATIONS.
3. REFER TO IBC CHAPTER 7, TABLE "MINIMUM EQUIVALENT THICKNESS OF BEARING OR NONBEARING CONCRETE MASONRY WALLS" FOR CALCULATED FIRE-RESISTANCE RATING.
4. SPECIAL 8" BLOCK WITH 1.75" MIN. FACE SHELL THICKNESS.
5. REFER TO MANUFACTURER'S SPECIFICATIONS FOR STANDARD CONNECTION DETAILS, SPECIFIC R-VALUE AND ADDITIONAL INFORMATION.
6. REFER TO SPECIFICATIONS FOR SPECIFIC WALL PANEL FACE FINISH AND PROFILE.
7. INCLUDE ACOUSTIC SEALANT AT WALL BASE AND TOP TERMINATION, BOTH SIDES OF WALL.
8. PROVIDE TREATED SILL PLATES ON EXTERIOR WALLS ONLY.
9. SILL SEAL ON EXTERIOR WALLS ONLY.
INTERIOR PARTITION KEY NOTES:
NOT ALL KEY NOTES APPLY TO PROJECT. VERIFY WITH SPECIFIC WALL TYPE.
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:03:39 PM
A1-01
INTERIOR
PARTITION WALL
TYPES, PARTITION
NOTES
22812 Arch R18.rvt
KML
KML
07/15/19
LAR
2303
SUAMICO WISCONSIN
400 22812 A1-01
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
A1-01 INTERIOR PARTITION WALL TYPES, PARTITION NOTES
NOT TO SCALE1W ALL TYPE E (W OOD STUD PARTITION)
NOT TO SCALE2W ALL TYPE F (W OOD STUD FURRING)
REVISION SCHEDULE
DATE DESCRIPTION BY
WALL LEGEND
EXISTING CONSTRUCTION TO REMAIN
DEMOLITION
D1AD2
D2
D1A D2
D1 D1D1 D1
D1A D1A
D12
D16
D5
D4
D4D5
D3
D12D12
D12D12
D4
D5
D4
D5
D12
AD
D A
LT
ER
NA
TE
1
EXISTING
MENS ROOM
EXISTING
WOMENS
ROOM
D17
D12 D4
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:03:39 PM
A1-11
FIRST FLOOR
DEMOLITION PLAN
22812 Arch R18.rvt
KML
KML
07/15/19
LAR
2303
SUAMICO WISCONSIN
400 22812 A1-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
A1-11 FIRST FLOOR DEMOLITION PLAN
KEYNOTE LEGEND
D1 REMOVE SIDING
D1A REMOVE SIDING AND VAPOR BARRIER
D2 REMOVE WINDOWS AND FRAMING
D3 MAINTAIN EXISTING HARDWOOD FLOORING AND FLOOR
FRAMING, CUT FLUSH WITH EXISTING EXTERIOR WALL AND
REMOVE EXCESS IF POSSIBLE
D4 REMOVE PLUMBING FIXTURE. REFER TO PLUMBING PLANS
D5 REMOVE RESTROOM PARTITIONS
D12 REMOVE RESTROOM ACCESSORIES SUCH AS TOILET PAPER
DISPENSERS, PAPER TOWEL DISPENSERS, GRAB BARS,
MIRRORS, NAPKIN DISPOSAL, ETC.
D16 REMOVE DIAPER CHANGING STATION, SALVAGE FOR REUSE
D17 REMOVE DOOR AND FRAME
1/4" = 1'-0"1
FIRST FLOOR DEMOLITION PLAN
REVISION SCHEDULE
DATE DESCRIPTION BY
DN
WALL LEGEND
EXISTING CONSTRUCTION TO REMAIN
NEW CONSTRUCTION
SHEET NOTES
1. ALL INTERIOR PARTITION WALLS SHALL BE WALL TYPE E4, UNLESS OTHERWISE NOTED.
2. ALL INTERIOR PARTITION WALLS SHALL TERMINATE AT THE UNDERSIDE OF THE ROOF JOIST UNLESS NOTED OTHERWISE.
21' - 10"
36
' - 0
" E
XT
. F
AC
E O
F E
XIS
T. S
TU
D T
O E
XT
. F
AC
E O
F N
EW
ST
UD
A2-11 1
A2-11
2
A2-113
1
A3-11_____________________
2
A3-11_____________________
101
MENS
100
ENTRY
103
WOMENS
104
STORAGE
105
SERVERY
EXISTING
CLASSROOM
100
101
103
105A 104B
104A
8' - 10 1/2"
5' -
3"
5' -
9"
25
' - 0
"
5' -
3"
11
' - 3
"9
' - 6
"1
0' -
0"
5' -
9 1
/2"
5' -
9 1
/2"
6' -
11
"8
' - 8
3/4
"
6' - 2 1/2" 6' - 9"
102102
FURNACE
3' - 5" 12' - 2 1/2"
5' -
9 1
/2"
11
' - 4
3/4
"1
0' -
0 1
/2"
A6-11
10
A1-21
2
15
W-1
W-2
W-3
W-4
W-5
A6-11
4
A6-11
5
A6-11
1
7
6
3
2
13
8
9
15
18
23
6
A3-11_____________________
1' - 6" 5' - 1" 1' - 6"
1' - 6" 3' - 1" 3' - 6"
1' -
3"
EWC-1
A1-214
EX
IST
ING
NE
WFD
FD
FD
FD
2
11
2
10756
6
6
55
11
2
2
756
10A6-11
4
A6-11
5
A6-11
1
7
6
3
2
101
MENS
100
ENTRY
103
WOMENS
104
STORAGE
8
3
3
312
22
22
9
A6-11 6
Sim
5Sim
8
Sim
27
28
EWC-1
106
STORAGE
107
FAMILY
RESTROOM
16
17
17
107
35
34
17
36
EXISTING EXTERIOR WALL CONSTRUCTION
5/8" GYPSUM BOARD APPLIED OVER EXISTING SHEATHING
TERMINATE VINYL BASE AT TRIM
1X PINE WOOD TRIM, STAIN TO MATCH EXISTING
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:03:44 PM
A1-21
FIRST FLOOR
PLAN
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BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
A1-21 FIRST FLOOR PLAN
KEYNOTE LEGEND
18 ATTIC ACCESS LADDER
22 INTERIOR SIGNAGE - REFER TO DETAIL 5 - A4-11
23 ACTION TRACK WHEELCHAIR BY OWNER PARKING SPOT/ TURNINGRADIUS
27 1 1/2" Ø PIPE RAILING MOUNTED 3'-0" ABOVE STAIR WITH 1'-0"EXTENSIONS TOP AND BOTTOM OF STAIR, SECURED TO WALL
28 ELECTRICAL PANEL, REFER TO ELECTRICAL DOCUMENTS
34 INSTALL SALVAGED TOILET PAPER HOLDER, REFER TO MOUNTINGHEIGHT SCHEDULE G1-12
35 INSTALL SALVAGED GRAB BARS, REFER TO MOUNTING HEIGHTSCHEDULE G1-12
36 INSTALL SALVAGED PAPER TOWEL DISPENSER, REFER TOMOUNTING HEIGHT SCHEDULE G1-12
KEYNOTE LEGEND
1 GRAB BARS
2 TOILET PAPER HOLDER
3 TRASH RECEPTACLE
5 SOAP DISPENSER
6 PAPER TOWEL DISPENSER
7 MIRROR
9 MOP STRIP
10 BABY CHANGING STATION
12 FIRE EXTINGUISHER CABINET
13 APPLY 5/8" GYP BOARD ON EXISTING WALL SHEATHING TO REMAIN
15 AUTOMATIC DOOR OPENER PUSH PLATE BOTH SIDE OF DOOR
16 INSTALL SALVAGED DIAPER CHANGING STATION, REFER TOMOUNTING HEIGHT SCHEDULE G1-12
17 PATCH EXISTING FLOOR FINISH WHERE PLUMBING FIXTURES WEREREMOVED
1/4" = 1'-0"1FIRST FLOOR PLAN
3/8" = 1'-0"2ENLARGED RESTROOM PLAN
3/8" = 1'-0"3ADD ALTERNATE 1
1 1/2" = 1'-0"4TRIM DETAIL AT EXIST. W ALL
REVISION SCHEDULE
DATE DESCRIPTION BY
101
MENS
103
WOMENS
104
STORAGE
100
ENTRY
105
SERVERY
GYP. BD.
GYP. BD.
GYP. BD.
GYP. BD.
GYP. BD.
102
FURNACE
GYP. BD.
5" / 1'-0" 5" / 1'-0"
2' X 4' ATTIC ACCESS HATCH
30
30
30
33
33
11
33
4
A4-11
_____________________
2
A1-31
_____________________EX
IST
ING
NE
W
EXISTING EXTERIOR WALL CONSTRUCTION
1X PINE WOOD TRIM, STAINED TO MATCH EXISTING TONGUE AND GROOVE (BEYOND)
5/8" GYPSUM BOARD APPLIED OVER EXISTING
SHEATHING
1X PINE WOOD TRIM, STAINED TO
MATCH EXISTING TONGUE AND
GROOVE
EXISTING ORNAMENTAL EDGE
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:03:46 PM
A1-31
FIRST FLOOR
REFLECTED
CEILING PLAN
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19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
A1-31 FIRST FLOOR REFLECTED CEILING PLAN
1/4" = 1'-0"1FIRST FLOOR REFLECTED CEILING PLAN
CEILING FINISH SCHEDULE
MARK MATERIAL TYPE MANUFACTURER MODEL SIZE COLOR GRID COMMENTS
GYP. BD. GYPSUM BOARD - TYPE X 5/8" UNO EXTRA WHITESW7006
KEYNOTE LEGEND
11 MECHANICAL EQUIPMENT, REFER TO MECHANICAL DOCUMENTS
30 SOLATUBES
33 LIGHT FIXTURE, REFER TO ELECTRICAL DOCUMENTS
1 1/2" = 1'-0"2TRIM DETAIL AT EXIST. BULKHEAD
REVISION SCHEDULE
DATE DESCRIPTION BY
DN
CDS CATALOG NUMBER FROM NORTH AMERICAN ARCHITECTURAL WOODWORK STANDARDS (NAAWS)
(IF "M" IS INCLUDED SEE NOTE BELOW FOR DESCRIPTION OF MODIFICATION)
NOMINAL DEPTH
NOMINAL HEIGHT
NOMINAL WIDTH
DESCRIPTION OF MODIFICATION FROM CDS CATALOG
CDS
D#W#H#
MODIFICATIONS
W
B
101
MENS
PNT-1
CT-2
W
B
100
ENTRY
PNT-1
B-1
W
B
103
WOMENS
PNT-1
CT-2
W
B
104
STORAGE
PNT-1
B-1
W
B
102
FURNACE
PNT-1
B-1
W
B
105
SERVERY
PNT-1
B-1
F EPX-1
F EPX-1
F EPX-1
F EPX-1 F EPX-1
F EPX-1
RTE
RTE
RTE
RTE
RTE
RTE
RTE
RTE
RTE
RTE
RTE
RTE
26
2626
26
26
26
31 32
31 32
FRP-1
W
B
ROOM #
ROOM NAME
WALL
BASE
FINISHES LISTED IN ROOM TAG APPLY TO ALL
ELEMENTS IN ROOM, UNLESS NOTED OTHERWISE
THE FOLLOWING SYMBOL APPLIES TO FINISHES
DIFFERENT FROM THOSE NOTED IN ROOM TAG:
FINISH
ROOM / FINISH TAG
F FLOOR
DALTILE GLAZED PORCELAIN TILE, STYLE: COTTO CONTEMPO, COLOR: MICHIGAN AVENUE, SIZE: 12” X 24” TILE. INSTALL ASHLAR WITH LONG SIDE RUNNING NORTH AND SOUTH. GROUT MAPEI BAHAMA BEIGE. SCHLUTER SYSTEMS DILEX-AHK COVE SHAPE PROFILE FOR FLOOR/WALL TRANSITION. ELIMINATE DILEX-AHKA COVE SHAPED PROFILE FROM WALL TO EPOXY FLOOR IN BASE BID.
WIDTH AS REQ'D
WATERFALLFRONT LIP
COVED & RADIUS BACKSPLASH; SCRIBE TO WALL & CAULK
STYLE "B"
STYLE "D"
WIDTH AS REQ'D
PVC EDGEPVC EDGE 1/2"
PROVIDE 1/2" COUNTERTOP OVERHANG AT ALL FINISHED ENDS
FINISHED END
PLAM COUNTERTOPEDGE STYLE AS INDICATEDON CABINET ELEVATIONS
TYP. COUNTERTOP
OVERHANG
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:03:49 PM
A1-41
FIRST FLOOR
FINISH PLAN AND
FINISH LEGENDS
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19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
A1-41 FIRST FLOOR FINISH PLAN AND FINISH LEGENDS
PROJECT FINISH NOTES
1. SOME SPECIFIED PRODUCTS AND FINISHES MAY HAVE SUBSTANTIAL LEADTIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING ORDERS IN AMANNER TO ENSURE THEIR TIMELY ARRIVAL. THE CONTRACTOR SHALL BERESPONSIBLE FOR EXPENSES, INCLUDING DESIGN FEES, RELATED TO ANYRESELECTIONS REQUIRED DUE TO FAILURE TO ORDER PRODUCTS IN A TIMELYMANNER.
2. ALL FINISH WORK SHALL BE PERFORMED IN COMPLIANCE WITH DRAWINGSAND SPECIFICATIONS, SHOP DRAWINGS, SAMPLES, AND PRODUCT DATASHALL BE SUBMITTED TO THE ARCHITECT FOR THEIR REVIEW PRIOR TOBEGINNING WORK.
3. WOOD DOORS, FRAMES, BASE MOLDING TO BE FILLED, STAINED, SEALED ANDSHOP FINISHED TO MATCH ARCHITECT'S SAMPLE. WORK SHOULD BEPERFORMED IN A DUST FREE ENVIRONMENT.
4. UNLESS OTHERWISE INDICATED, PROVIDE PRODUCTS OF QUALITY SPECIFIEDBY AWI/AWMAC/WI ARCHITECTURAL WOODWORK STANDARDS FOR CUSTOMGRADE.
5. INSTALL FIRE TREATED BLOCKING AS REQUIRED IN ALL PARTITIONS TORECEIVE COUNTERS, SHELVING, MARKER BOARDS, TV's ETC.
6. ALL EXPOSED ENDS OF CABINETS TO HAVE FINISHED END PANELS.
7. VERIFY GROMMET LOCATIONS WITH DESIGNER.
8. IN-WALL OR WALL SUPPORT BRACKETS TO BE PAINTED TO MATCH WALLFINISH, UNLESS NOTED OTHERWISE.
9. ALL WALLS TO RECEIVE PNT-1 & B-1, UNLESS NOTED OTHERWISE.
10 EXTEND ALL FLOORING UNDER FURNITURE, DESKS AND COUNTERS, UNLESSNOTED OTHERWISE.
11. ALL FLOORING TRANSITIONS TO BE CENTERED UNDER DOOR IN CLOSEDPOSITION, UNLESS NOTED OTHERWISE.
12. INSTALL FLOORING PER PATTERNS REFLECTED ON FINISH PLANS. REFER TOFINISH SCHEDULES FOR ADDITIONAL NOTES.
13 INSTALL DIFFERENT FLOORING TYPES PER MANUFATURER'S RECOMMENDEDMETHODS, UNLESS NOTED OTHERWISE.
14. PLUMBING AND CASEWORK FAMILIES HAVE BEEN REMOVED FROM FINISHPLAN VIEW FOR CLARITY. REFER TO THE RESPECTIVE PLANS & DOCUMENTSFOR PLUMBING AND CASEWORK CRITERIA.
15. BULKHEADS AND SOFFITS: ALL SIDES AND UNDERSIDES TO BE PAINTED THEPAINT COLOR INDICATED, UNLESS NOTED OTHERWISE.
16. REFER TO RCP FOR CEILINGS/SOFFIT PAINT COLORS AND LOCATIONS.
17 PAINT ALL EXPOSED DUCTWORK, CONDUIT, ELECTRICAL EQUIPMENT, ETC TOMATCH ADJACENT SURFACES, UNLESS NOTED OTHERWISE.
1/4" = 1'-0"1FIRST FLOOR FINISH PLAN
WALL BASE SCHEDULE
MARK MATERIAL TYPE MANUFACTURER SIZE COLOR SERIES COMMENTS
B-1 RUBBER TARKETT 4" MOONROCK
WALL FINISH SCHEDULE
MARK MATERIAL TYPE MANUFACTURER COLOR FINISH SIZE INSTALLATION COMMENTS
CT-1 CERAMIC TILE DALTILE, ELEVARE ELEMENT GLAZED 4X18 ONE THIRDOFFSET
CT-2 CERAMIC TILE DALTILE, ELEVARE ELEMENT GLAZED 4X18 ONE THIRDOFFSET
FRP-1 FIBER REINFORCEDPLASTIC PANEL
PNT-1 EPOXY PAINT SHERWIN WILLIAMS MINDFUL GRAYSW7016
SATIN/EGGSHELL FIELD COLOR,HOLLOW METAL
DOORS & FRAMES
FLOOR FINISH SCHEDULE
MARK MATERIAL TYPE MANUFACTURER
SERIES /
PATTERN SIZE COLOR INSTALLATION COMMENTS
EPX-1 EPOXY COATING SHERWIN WILLIAMS SEESPECIFICATIONS
DOVETAILSW7018
SEE SPECIFICATION
GROUT SCHEDULE
MARK MATERIAL TYPE MANUFACTURER COLOR SIZE COMMENTS
GR-1 GROUT MAPEI ALABASTER MANUFACTURER RECOMMENDED WALL TILE
PLASTIC LAMINATE SCHEDULE
MARK MATERIAL TYPE MANUFACTURER FINISH COLOR EDGE COMMENTS
PLAM-1 PLASTIC LAMINATE WILSONART FINE VELVET CLASSIC LINEN PVC TO MATCH CABINETS
PLAM-2 PLASTIC LAMINATE ARBORITE RM INUKSHUK TAUPE LAMINATE TO MATCH,PVC
COUNTERTOPS
MISCELLANEOUS SCHEDULE
MARK MANUFACTURER PROFILE COLOR
PNT-2 VALSPAR ANTI RUST OIL BASE PAINT GLOSS HUNTER GREEN
TOILETPARTITIONS
SCRANTON - HINY HIDERS ORANGE PEEL TEXTURE BLACK
TR-1 SCHLUTER RONDEC SATIN ANODIZED ALUMINUM
TR-2 TARKETT T-MOLDING #A516 IN METAL TRACK 29 MOONROCK
TR-3 SCHLUTER DILEX-EHKA SATIN ANODIZED ALUMINUM
WOOD DOORS MASONITE PLAIN SLICED WHITE MAPLE #380
TR-2
KEYNOTE LEGEND
26 ALTERNATE. PORCELAIN TILE IN LIEU OF EPOXY FLOORING (EPX-1)
31 INTERIOR SIDE OF HOLLOW METAL DOORS AND FRAMES TO BEPNT-1
32 EXTERIOR SIDE OF HOLLOW METAL DOORS AND FRAMES TO BEPNT-2
NOT TO SCALE2ADD ALTERNATE 2 FINISH NOTES
1 1/2" = 1'-0"3COUNTERTOP STYLES
REVISION SCHEDULE
DATE DESCRIPTION BY
290 DS SOLATUBE 14" Ø
FLASHING BY ROOF PANEL MANUFACTURER
FLASHING BY ROOF PANEL MANUFACTURER
ROOF TRUSSES
STONE COATED METAL ROOF PANELS
ROOF UNDERLAYMENTBY ROOF PANEL MANUFACTURER
5/8" OSB OVER 4" RIGID INSULATION ON 17/32" OSB SHEATHING(MATCH EXISTING HEIGHT)
7/8" HAT CHANNELS W /5/8" TYPE X GYPSUM BOARD
SEAL VAPOR BARRIER TO UNDERSIDE OF
SHEATHING AND TRUSSES
SIDING TO MATCH EXISTING OVER AIR BARRIER, 1/2" PLYWOOD, WOOD STUDS W/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD
5/8" TYPE X GYPSUM BOARD ON 7/8" HAT
CHANNELS ON WOOD TRUSSES
PREFIN MTL SIDING TRIM TO MATCH EXISTING
PREFIN MTL FLASHING TO MATCH EXISTING ROOF EDGE PROFILE TYPICAL
STARTER STRIP BY ROOF MANUFACTURER
STONE COATED METAL ROOF PANELS
5/8" OSB OVER 4" RIGID INSULATION ON 17/32" OSB SHEATHING (MATCH EXISTING HEIGHT)
ROOF UNDERLAYMENT BY ROOF PANEL MANUFACTURER
GUTTER HANGER
ROOF HANGER BAR
SECURE GUTTER HANGER TO HANGER BAR W/ ANCHOR ROD
DOUBLE 2X TOP PLATE
10" / 1'-0" 10" / 1'-0"
2
A1-71_____________________
FEATHER IN NEW ROOF PANELS TO MATCH EXISTING
ADD ALTERNATE 3
19 19
20
20
3
A1-71_____________________
30
30
30
EX
IST
ING
NE
W
*
PROVIDE ICE AND WATERSHIELD AT EAVES (TYP.)
LAP NEW UNDERLAYMENT, ICE AND WATER SHIELD OVER
EXISTING AT ADDITION TIE-IN(MINIMUM 18")
*
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:03:51 PM
A1-71
ROOF PLAN
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19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
A1-71 ROOF PLAN
1" = 1'-0"2SOLATUBE ROOF DETAIL
KEYNOTE LEGEND
19 PROVIDE GUTTERS
20 PROVIDE DOWNSPOUT LOCATION ON NORTH FACE OF BUILDING
30 SOLATUBES
1" = 1'-0"3ADD ALTERNATE 3 GUTTER DETAIL
1/4" = 1'-0"1ROOF PLAN
REVISION SCHEDULE
DATE DESCRIPTION BY
MATCH EXISTING
SIDING
STONE COATED
ROOF PANELS-
MATCH EXISTING
MATCH EXISTING WINDOWS
MATCH EXISTING
SHUTTERS
TO CHIMNEY
EXTEND SIDING
INSTALLATION
NEW EXISTING
MATCH EXISTING
SIDING
STONE COATED ROOF
PANELS - MATCH
EXISTING
SOLATUBES
SOLATUBES
WINDOW - MATCH EXISTING STYLE
MATCH EXISTING SIDING
STONE COATED ROOF PANELS -
MATCH EXISTING
NEWEXISTING
OF EXISTING BUILDING
EXTEND SIDING INSTALLATION
TO ADJACENT FACE
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:03:54 PM
A2-11
EXTERIOR
ELEVATIONS
22812 Arch R18.rvt
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19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
A2-11 EXTERIOR ELEVATIONS
1/8" = 1'-0"1
W EST ELEVATION
1/8" = 1'-0"2
NORTH ELEVATION
1/8" = 1'-0"3
EAST ELEVATION
REVISION SCHEDULE
DATE DESCRIPTION BY
2
A3-11
_____________________
100
ENTRY
103
WOMENS
5
S2-11
_____________________
T/O FOOTING
96' - 0"
FIRST FLOOR
101' - 3" VIF
T/O ROOF (VIF)
120' - 0"
A3-11
5
S2-11
6
1
A3-11
_____________________
105
SERVERY
104
STORAGE
103
WOMENS
101
MENSEXISTING
CLASSROOM
S2-11
7
A3-11
3
A3-11
4
T/O FOOTING
96' - 0"
FIRST FLOOR
101' - 3" VIF
100
ENTRY
A6-11
11
PREFIN. MTL FLASHING
SIDING TO MATCH EXISTING TO REMAIN OVER AIR BARRIER, 1/2" PLYW OOD, WOOD STUDSW/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD
MTL CLAD OCTAGONAL WINDOW HEAD, SECURETHROUGH NAILING FLANGE
WOOD SHIMALL SIDES
SEALANT
BACKER ROD AND SEALANT ALL SIDES
TYPICAL
GYPSUM RETURN
PREFIN. MTL SIDING STARTER TRIM
SIDING TO MATCH EXISTING OVER AIR BARRIER, 1/2" PLYWOOD, WOOD STUDSW/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD
STONE COATED METAL ROOF PANELS
ROOF UNDERLAYMENTBY ROOF PANEL MANUFACTURER
ROOF RAKE TRIM BY ROOF MANUFACTURER
RAKE COVER TRIM BY ROOF MANUFACTURER
PREFINISHED MTL FLASHINGTO MATCH EXISTING ROOF EDGE PROFILE TYPICAL
PREFIN MTL SIDING AND TRIMS TO MATCH EXISTING
WRAP AIR BARRIER UP ANDUNDER ROOF UNDERLAYMENT TYPICAL
SEAL VAPOR BARRIER TO UNDERSIDE OF SHEATHING
PRE-ENGINEERED END TRUSS
PROVIDE 2X4 STUDS 16" O.C.
INFILL CAVITY W/ BATT INSULATION
DOUBLE 2X TOP PLATE
SEAL VAPOR BARRIER TO
UNDERSIDE OF SHEATHING
SIDING TO MATCH EXISTING TO REMAIN OVER AIR BARRIER, 1/2" PLYWOOD, WOOD STUDS W/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD
5/8" TYPE X GYPSUM BOARD
ON 7/8" HAT CHANNELS ON
WOOD TRUSSES
PREFIN MTL SIDING TRIMTO MATCH EXISTING
PREFIN MTL FLASHING TO MATCH EXISTING ROOF EDGE PROFILE TYPICAL
STARTER STRIP BY ROOF MANUFACTURER
STONE COATED METAL ROOF PANELS
5/8" OSB OVER 4" RIGID INSULATION ON 17/32" OSB SHEATHING(MATCH EXISTING HEIGHT)
ROOF UNDERLAYMENT BY ROOF PANEL MANUFACTURER
DOUBLE 2X TOP PLATE
SIDING TO MATCH EXISTING TO REMAINOVER AIR BARRIER, 1/2" PLYWOOD, WOOD STUDS W/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD
PREFIN MTL SIDING TRIMTO MATCH EXISTING
PROVIDE BLOCKING AS REQUIREDFOR INSTALLATION OF MOUNTING BRACKET
CONDENSER UNIT, REFER TO MECHANICAL
SLOPE GRADE AWAY FROM BUILDING, REFER TO CIVIL DOCUMENTS
FIRST FLOOR
101' - 3" VIF
GRADE
101' - 3"
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:03:57 PM
A3-11
BUILDING
SECTIONS
22812 Arch R18.rvt
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SUAMICO WISCONSIN
400 22812 A3-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
A3-11 BUILDING SECTIONS
1/4" = 1'-0"1EAST-W EST BUILDING SECTION
1/4" = 1'-0"2NORTH-SOUTH BUILDING SECTION
1 1/2" = 1'-0"4FIXED W INDOW HEAD
1 1/2" = 1'-0"3ROOF EDGE DETAIL
1 1/2" = 1'-0"5ROOF STARTER STRIP DETAIL
1" = 1'-0"6CONDENSING UNIT SUPPORT DETAIL
REVISION SCHEDULE
DATE DESCRIPTION BY
FLFLUSH
DOOR TYPES
HGHALF GLASS
3' -
6"
MA
X.
NLNARROW LITE
3' -
6"
MA
X.
10"
FGFULL GLASS
10"
FG1FULL GLASS W/ CENTER RAIL
1METAL FRAME
FRAME TYPES
2METAL FRAME W/MASONRY HEAD
2"
WIDTH
DOOR 2"
2"
DO
OR
HE
IGH
T
2"
WIDTH
DOOR 2"
4"
DO
OR
HE
IGH
T
3WOOD FRAME
AND TRIM
WIDTH
DOOR
DO
OR
HE
IGH
T
W-1
5' -
0"
VIF
2' -
2"
VIF
3' - 0"
GL-2
GL-2
GL-2
GL-2
W-2
2' -
2"
VIF
5' -
0"
VIF
5' - 10" VIF
GL-1GL-1
GL-1GL-1 GL-1GL-1
GL-1GL-1
1' - 6"
6' - 10"
7' -
2"
SCHEDULE
SEE DOOR 1' - 6"
SC
HE
DU
LE
SE
E D
OO
R
W-3
GL-2GL-2
GL-2 GL-2
GL-2
9' -
9 3
/4"
2' -
4 1
/2"
2' - 4 1/2"
W-4
CL-1
4' -
8"
2' -
6"
3' - 0"
W-5
GL-2
GL-2
MEN WOMEN
A B1 REQ'D 1 REQ'D
6" 6"
8" 8" 8"
1" HIGH ROOM
NAME (COLOR D) W/
BRAILLE
2 1/2" 1" 2 1/2"
6"
1/2"
1/2"
1/2"
1/2"
COLOR A
COLOR B
1" HIGH ROOM
NAME (COLOR D) W/
BRAILLE
2 1/2" 1" 2 1/2"
6"
1/2"
1/2"
1/2"
1/2"
COLOR A
COLOR B
COLOR CCOLOR C
ALT. 11 REQ'D
RESTROOM
6"
8"
6"1/
2"
1/2"
1/2"
1/2"
1" HIGH ROOM
NAME (COLOR D) W/
BRAILLE
COLOR A
COLOR B
2 1/2" 1 1/2" 2"
COLOR C
PREFIN. MTL FLASHING
SIDING TO MATCH EXISTING OVER AIR BARRIER, 1/2" PLYW OOD, WOOD STUDSW/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD
MTL CLAD WINDOW HEAD, SECURE THROUGH NAILING FLANGE
WOOD SHIMALL SIDES
SEALANT
BACKER ROD AND SEALANT ALL SIDES
TYPICAL
WOOD TRIM RETURN, STAIN TO MATCH WINDOW
HEADER, REFER TO STRUCTURAL
RIGID INSULATION
2X WOOD BLOCKING, MATCH LINTEL HEIGHT
SIDING TO MATCH EXISTING OVER AIR BARRIER, 1/2" PLYW OOD, WOOD STUDSW/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD
MTL CLAD WINDOW SILL, SECURE THROUGH NAILING FLANGE
WOOD SHIM ALL SIDES
SEALANT
BACKER ROD AND SEALANT ALL SIDES
TYPICAL
W OOD SILL, STAIN TO MATCH WINDOW. SLOPE
AW AY FROM WINDOW
2X6 WOOD BLOCKING
PREFIN MTL SIDING TRIMTO MATCH EXISTING
WOOD CASING, STAIN TO MATCH WINDOW
WOOD CASING, STAIN TO MATCH WINDOW
PREFIN. MTL SIDING STARTER TRIM
PREFIN. MTL FLASHING
SIDING TO MATCH EXISTING OVER AIR BARRIER, 1/2" PLYW OOD, WOOD STUDSW/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD
DOOR, REFER TO SCHEDULE
WOOD SHIMALL SIDES
SEALANT
BACKER ROD AND SEALANT ALL SIDES
TYPICAL
WOOD TRIM RETURN, STAIN TO MATCH ADJ. WINDOW
HEADER, REFER TO STRUCTURAL
RIGID INSULATION
2X WOOD BLOCKING, MATCH LINTEL HEIGHT
WOOD CASING, STAIN TO MATCH ADJ. WINDOW
PREFIN. MTL SIDING STARTER TRIM
DOOR, REFER TO SCHEDULE
WOOD SHIMALL SIDES
SEALANT
BACKER ROD AND SEALANT ALL SIDES
TYPICAL
WOOD TRIM RETURN, STAIN TO MATCH ADJ. WINDOW
WOOD CASING, STAIN TO MATCH ADJ. WINDOW
SIDING TO MATCH EXISTING OVER AIR BARRIER, 1/2" PLYW OOD, WOOD STUDSW/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD
DOOR, REFER TO SCHEDULE
WOOD SHIMALL SIDES
BACKER ROD AND SEALANT ALL SIDES
TYPICAL
WOOD CASING, STAIN TO MATCH ADJ. WINDOW
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:04:22 PM
A4-11
DOOR AND
WINDOW
SCHEDULES,
SIGNAGE AND
ELEVATIONS
22812 Arch R18.rvt
KML
KML
07/15/19
LAR
2303
SUAMICO WISCONSIN
400 22812 A4-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
A4-11 DOOR AND WINDOW SCHEDULES, SIGNAGE AND ELEVATIONS
DOOR SCHEDULE
MARK ROOM NAME WIDTH HEIGHT
DOOR
TYPE
DOOR
MATERIAL
FRAME
TYPE
FRAME
MATERIAL
HARDWARE
GROUP
ADA AUTO
OPERATOR HEADER COMMENTS
100 ENTRY 3' - 6" 7' - 0" HG INSULATED STEEL 1 HOLLOW METAL 1 Yes (2) 1 3/4" X 11 7/8LVL
MAGNETIC LOCK W/ TIMED OPENING
101 MENS 3' - 0" 7' - 0" FL WOOD 1 HOLLOW METAL 2 No
102 FURNACE 4' - 0" 7' - 0" FL WOOD 1 HOLLOW METAL 3 No
103 WOMENS 3' - 0" 7' - 0" FL WOOD 1 HOLLOW METAL 2 No
104A STORAGE 3' - 0" 7' - 0" FL INSULATED STEEL 1 HOLLOW METAL 4 No (2) 2x12 DFL NO 1OR BETTER
104B STORAGE 3' - 0" 7' - 0" FL WOOD 1 HOLLOW METAL 5 No
105A SERVERY 3' - 6" 7' - 0" FL WOOD 1 HOLLOW METAL 6 No
107 FAMILYRESTROOM
3' - 0" 7' - 0" FL INSULATED STEEL 1 HOLLOW METAL 7 No ADD ALTERNATE #1
GLAZING SCHEDULE
MARK DESCRIPTION COLOR COMMENTS
GL-1 LOW E, INSULATING GLASS CLEAR
GL-2 FULLY TEMPERED GLASS CLEAR
WINDOW HEADER SCHEDULE
MARK HEADER COMMENTS
W-1 (2) 2X10 DFL NO 1 OR BETTER (2) JACK STUDS, (1) KING STUD
W-2 (2) 1 3/4" X 11 7/8 LVL (2) JACK STUDS, (1) KING STUD
W-3 (2) 1 3/4" X 11 7/8 LVL (2) JACK STUDS, (1) KING STUD
W-4 (2) 2X10 DFL NO 1 OR BETTER (2) JACK STUDS, (1) KING STUD
W-5 (2) 2X10 DFL NO 1 OR BETTER (2) JACK STUDS, (1) KING STUD
3" = 1'-0"5RESTROOM SIGNAGE
1 1/2" = 1'-0"1W INDOW HEAD/ SILL DETAIL
1 1/2" = 1'-0"2DOOR HEAD DETAIL
1 1/2" = 1'-0"3DOOR JAMB DETAIL
1 1/2" = 1'-0"4DOOR HEAD DETAIL
REVISION SCHEDULE
DATE DESCRIPTION BY
MICROWAVE BY OWNER
FRIDGE BY OWNER
12
A6-11
_____________________
2' -
10
"
3034
24
22430
3424
142PLAM-1
PLAM-2
B-1
PLAM-2
PNT-1
PNT-1
CTOP STYLE "D"
CTOP STYLE "B"
B-1
2
A1-31
_____________________
PNT-1
CT-1
TR-1
TR-3
5' -
6"
25
PNT-12' - 0"2' - 0"
CT-1
TR-1
TO
CE
ILIN
G5
' -
6"
3' - 0" 2' - 0"
CT-1
PNT-1
TR-1
TR-3
5' -
6"
CT-1
TR-1
PNT-1
TR-3
5' -
6"
PNT-1
CT-1
TR-1
TR-3
5' -
6"
TO
CE
ILIN
G
25PNT-1
CT-1
TR-1
TR-3
5' -
6"
TO
CE
ILIN
G
PNT-1
CT-1
TR-1
TR-1TR-3
TR-3
4"
5' -
6"
TO
CE
ILIN
G
CT-2
PNT-1
MA
XIM
UM
3' -
2"
5' - 6"PLAM-1
PLAM-2
B-1
PNT-1
3638
18
10236
3818
102
3638
18
102
CTOP STYLE "B"
4
A4-11
_____________________
TR-3
TR-1
CT-1
5' -
6"
TO
CE
ILIN
G
PNT-1
FIELD APPLIEDWALL BASE
P-LAM BASE CABINET
MELAMINE INTERIOR
WIRE PULL
3' -
2"
ADJUSTABLE SHELVES WITH MELAMINE FINISH
FIELD APPLIEDWALL BASE
P-LAM BASE CABINET
DRAWER PANEL
PLAM COUNTERTOP WITH 4" BACK SPLASH, TYP.
3/4" PLYWOOD SUBSTRATE
MELAMINE INTERIOR
WIRE PULL
PLAM COUNTERTOP WALL CAP
6 1
/2"
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:04:28 PM
A6-11
INTERIOR
ELEVATIONS AND
CASEWORK
SECTIONS
22812 Arch R18.rvt
KML
KML
07/15/19
LAR
2303
SUAMICO WISCONSIN
400 22812 A6-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
A6-11 INTERIOR ELEVATIONS AND CASEWORK SECTIONS
3/8" = 1'-0"10SERVERY 105 - SOUTH ELEVATION
3/8" = 1'-0"4MEN'S 101 - SOUTH ELEVATION
3/8" = 1'-0"1ENTRY 100 - NORTH ELEVATION
3/8" = 1'-0"2ENTRY 100 - EAST ELEVATION
3/8" = 1'-0"3ENTRY 100 - SOUTH ELEVATION
3/8" = 1'-0"7W OMEN'S 103 - SOUTH ELEVATION
3/8" = 1'-0"6W OMEN'S 103 - EAST ELEVATION
3/8" = 1'-0"5W OMEN'S 103 - NORTH ELEVATION
3/8" = 1'-0"9SERVERY 105 - NORTH ELEVATION
3/8" = 1'-0"8W OMEN'S 103 - W EST ELEVATION
KEYNOTE LEGEND
25 CONTRACTOR TO PROVIDE BACKING TO ENCLOSE BACK OFMIRROR, PAINT PNT-1
1" = 1'-0"11CASEW ORK SECTION
1" = 1'-0"12CASEW ORK SECTION
REVISION SCHEDULE
DATE DESCRIPTION BY
GENERAL NOTES
A. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THESE STANDARD STRUCTURAL NOTES. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE.
B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK; AND THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED, IN WRITING, OF ANY DISCREPANCIES.
C. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL DRAWINGS.
D. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED BEFORE BEGINNING EXCAVATION.
E. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS OR WALLS, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC.
F. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND BRACING OF EXISTING STRUCTURAL ELEMENTS DURING CONSTRUCTION. ALL SHORING SHALL BE ADEQUATE TO SUPPORT ALL STRUCTURAL LOADS DURING THE REMOVAL OF THE EXISTING STRUCTURE. TEMPORARY SHORING MUST REMAIN IN PLACE UNTIL ALL NEW STRUCTURAL ELEMENTS ARE SECURED INTO PLACE PER CONSTRUCTION DOCUMENTS.
G. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING CODES AND MANUALS (LATEST ADOPTED EDITION):1. STATE BUILDING CODE, W HEN APPLICABLE.2. INTERNATIONAL BUILDING CODE (IBC).3. AMERICAN CONCRETE INSTITUTE (ACI).4. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) MANUAL OF STANDARD PRACTICE (FOR
PLACING AND DETAILING OF ALL REINFORCING).5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC).6. AMERICAN WELDING SOCIETY (AWS) STANDARDS FOR WELDING AS MODIFIED BY AISC
SPECIFICATION.7. MASONRY STANDARDS JOINT COMMITTEE (MSJC)8. AMERICAN FOREST & PAPER ASSOCIATION NATIONAL DESIGN SPECIFICATION (AF & PA NDS)
FOOTINGS AND FOUNDATIONS
A. SOIL BEARING DESIGN VALUE:1. 1500 PSF (PRESUMED).2. BEARING VALUE TO BE VERIFIED IN FIELD BY GEOTECHNICAL ENGINEER.
B. PROTECT FOUNDATION EXCAVATIONS FROM FROST; DO NOT PLACE CONCRETE ON FROZEN GROUND.
C. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND STANDING WATER AND SHALL BE CHECKED AND APPROVED BY THE ENGINEER BEFORE THE PLACEMENT OF ANY CONCRETE.
a. DESIGN FROST PENETRATION DEPTH: 42 INCHES (HEATED) OR 60 INCHES (UNHEATED)
E. MINIMUM OF 6" COMPACTED GRANULAR SUBGRADE BELOW SLABS.
CONCRETE
A. CONCRETE SHALL BE STANDARD WEIGHT MIX UNLESS NOTED OTHERWISE AND MEET THE FOLLOWING CRITERIA:
B. CEMENT SHALL CONFORM TO ASTM C150, TYPE I / II.
C. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94.
D. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 (LATEST EDITION) "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THESE NOTES.
E. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES SHALL COMPLY WITH ASTM C494 AND BE OF A TYPE THAT INCREASES THE W ORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE USED).
F. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR APPROVAL 10 DAYS PRIOR TO FABRICATION AND INSTALLATION. ALL CONCRETE MIXES SHALL BE DESIGNED AND CERTIFIED BY A MATERIALS TESTING COMPANY.
G. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED W ITH A 3/4" CHAMFER UNLESS DETAILED OR NOTED OTHERWISE.
H. PLACE VAPOR RETARDER OR VAPOR BARRIER DIRECTLY BELOW FLOOR SLAB.
I. CONCRETE FLOOR SHALL BE CURED IN ACCORDANCE WITH ASTM C309. CONCRETE FLOOR SHALL BE PROTECTED FROM MOISTURE LOSS FOR A MINIMUM OF 14 DAYS, USING AN APPROVED SHEET MEMBRANE IN ACCORDANCE WITH C171.
J. FLOOR FLATNESS AND LEVELNESS TOLERANCES:1. UNLESS NOTED OTHERWISE, FLOORS SHALL CONFORM TO THE FOLLOWING SURFACE PROFILE
TOLERANCES:a. FLOOR FLATNESS NUMBER (FF)
• SPECIFIED OVERALL VALUE = 20• MINIMUM LOCAL VALUE = 15
b. FLOOR LEVELNESS NUMBER (FL)• SPECIFIED OVERALL VALUE = 20• MINIMUM LOCAL VALUE = 15
2. FLOOR TOLERANCE (FF AND FL) MEASUREMENTS SHALL BE TESTED IN ACCORDANCE WITH ASTM E 1155. ACTUAL OVERALL F-NUMBERS SHALL BE CALCULATED USING THE INFERIOR / SUPERIOR AREA METHOD.
3. CORRECT DEFECTIVE SLABS BY GRINDING OR REMOVING AND REPLACING DEFECTIVE WORK. RE-MEASURE CORRECTED AREAS BY THE SAME PROCESS.
REINFORCING STEEL
A. BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60.
B. MINIMUM DEVELOPMENT LENGTH OF REINFORCING BARS SHALL BE AS FOLLOWS UNLESS NOTEDOTHERWISE.
C. TYPICAL SPLICES: CLASS B AS DEFINED IN ACI 318, UNLESS NOTED OTHERWISE
D. ADJUSTMENT FACTORS FOR STRAIGHT BARS IN TENSION1. LIGHTWEIGHT CONCRETE = 1.3.2. EPOXY COATED = 1.2.3. EPOXY COATED WITH COVER LESS THAN 3DB OR CLEAR SPACING LESS THAN 6 DB = 1.5.4. HORIZONTAL "TOP" BARS WITH 12" OF CONCRETE CAST BELOW = 1.35. EPOXY COATED HORIZONTAL "TOP" BARS WITH 12" OF CONCRETE CAST BELOW = NOT GREATER
THAN 1.7.E. ADJUSTMENT FACTORS FOR STRAIGHT HOOKS IN TENSION
1. LIGHTWEIGHT CONCRETE = 1.3.2. EPOXY COATED = 1.2.
F. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF COVER FOR CAST-IN-PLACE CONCRETE UNLESS NOTED OTHERWISE:
G. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE SECURED IN POSITIONWITH WIRE POSITIONERS, OR EQUAL, BEFORE PLACING CONCRETE OR GROUT.
H. DOWELS BETW EEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE, SIZE, AND SPACING ASVERTICAL WALL REINFORCING.
I. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL A MINIMUM OF10 DAYS PRIOR TO FABRICATION AND INSTALLATION.
J. BARS TO BE WELDED SHALL BE ASTM A706, GRADE 60. WELDING OF REINFORCING BARS SHALLCONFORM TO AWS D1.4.
WOOD
A. GENERAL:1. ALL WOOD MEMBERS SHALL BE AS FOLLOWS (UNLESS APPROVED BY THE ENGINEER):
a. STUDS - SPRUCE PINE FIR (SPF) STUD GRADE OR SOUTHERN PINE STUD GRADE.b. HEADERS/JOISTS - DOUGLAS FIR-LARCH (DF-L) NO. 2 OR BETTER, HEM-FIR NO. 2 OR BETTER,
OR SOUTHERN PINE NO. 2 OR BETTER.2. ALL SHEATHING SHALL BE APA RATED SHEATHING.3. CUTTING, NOTCHING, OR DRILLING OF BEAMS OR JOISTS SHALL BE PERMITTED ONLY AS DETAILED
OR APPROVED BY THE ENGINEER.4. ALL NAILING SHALL CONFORM TO NAILING SCHEDULE IBC TABLE 2304.9.1, UNLESS NOTED
OTHERWISE.5. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY, WHICH IS IN CONTACT WITH EARTH
OR RESTING ON FOUNDATIONS, SHALL BE PRESSURE TREATED SOUTHERN PINE NO. 2.6. ALL MEMBER SIZES GIVEN OR DRAW INGS ARE NOMINAL DIMENSIONS.7. SPACING OF BRIDGING FOR JOISTS SHALL NOT EXCEED 8'.8. WOOD LINTELS AND HEADERS SHALL HAVE A FULL 3" LENGTH OF BEARING AT EACH END.9. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS.10. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH JOIST
HANGERS.11. WOOD JOISTS SHALL BEAR THE FULL WIDTH OF SUPPORTING MEMBERS (STUD WALLS, BEAMS,
ETC. UNLESS OTHERWISE NOTED).12. PRE-BORE HOLES FOR ALL FASTENERS GREATER THAN 1/4" Ø PER MANUFACTURER'S
RECOMMENDATIONS.
B. SILL PLATES1. UNLESS NOTED OTHERWISE, SILL PLATES SHALL BE BOLTED TO FOUNDATION WALL WITH 1/2"Ø
G185 HOT-DIPPED GALVANIZED, TYPE 304 OR TYPE 316 STAINLESS BOLTS (TYPICAL FOR ALL FASTENERS / CONNECTORS IN CONTACT WITH ACQ TREATED LUMBER) AT 4'-0" MAXIMUM O.C. BOLTS SHALL EXTEND 12" MINIMUM INTO FOUNDATION. EACH SILL PLATE TO HAVE A MINIMUM OF TWO BOLTS WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE.
C. MANUFACTURED WOOD TRUSSES1. WOOD TRUSS DESIGN SHALL BE DESIGNED IN ACCORDANCE W ITH THE PROVISIONS OF IBC WOOD
SECTION 2303.4.2. LUMBER FOR WOOD TRUSSES SHALL BE IN ACCORDANCE WITH MANUFACTURER’S
RECOMMENDATIONS.3. TRUSS, BRIDGING, BRACING AND/OR BLOCKING, TO PREVENT ROTATION AND PROVIDE LATERAL
STABILITY, SHALL BE SUBMITTED BY TRUSS MANUFACTURER FOR ENGINEER’S REVIEW.4. LOCATIONS FOR LATERAL RESTRAINT SHALL BE IDENTIFIED ON THE TRUSS DESIGN DRAWINGS.5. NO CUTTING, NOTCHING, AND/OR FIELD MODIFICATIONS OR REPAIRS OF TRUSSES WITHOUT
ENGINEER OF RECORD AND TRUSS MANUFACTURER ENGINEER'S WRITTEN APPROVAL.6. DAMAGED TRUSSES, INCLUDING DAMAGED AND/OR LOOSE TRUSS METAL-PLATE-CONNECTORS,
MAY NOT BE USED.7. GABLE END TRUSS KNEE BRACING PER MANUFACTURER’S RECOMMENDATIONS.8. PROVIDE BALLOON-FRAMED GABLE END WALL FOR DIAPHRAGM FORCE TRANSFER AND TRUSS
STABILITY.9. TOTAL LOAD DEFLECTION LIMITATIONS:
a. ROOF TRUSSES LESS THAN L/360.b. VERTICAL SCISSOR TRUSSES LESS THAN 3/4”.
10. SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL, SHOWING THE ERECTION PLAN, ALL BEARING CONDITIONS, AND CONNECTIONS. CALCULATIONS CERTIFIED BY A PROFESSIONAL ENGINEER SHALL BE REQUIRED FOR ALL WOOD TRUSSES.
11. WOOD TRUSS SUPPLIER SHALL DETAIL BEARING OF TRUSSES SO AS NOT TO EXCEED STRESS PERPENDICULAR TO GRAIN OF W OOD PLATES THAT SUPPORT THE TRUSSES.
12. DESIGN OF BOTH TEMPORARY AND PERMANENT TRUSS MEMBER RESTRAINING FOR ALL TRUSSES WHICH CLEAR SPAN 60 FEET OR GREATER SHALL BE PROVIDED BY TRUSS SUPPLIER.
D. LAMINATED VENEER LUMBER (LVL):1. DESIGN STRESSES:
a. E = 1,900,000 PSIb. Fb = 2,600 PSIc. Fv = 285 PSI
E. LAMINATED STRAND LUMBER (LSL)1. DESIGN STRESSES:
a. E = 1,300,000 PSIb. Fb = 1,700 PSIc. Fv = 400 PSI
F. PARALLEL STRAND LUMBER (PSL)1. DESIGN STRESSES:
a. E = 2,000,000 PSIb. Fb = 2,900 PSIc. Fv = 290 PSI
G. MULTIPLE MEMBER BEAMS SHALL BE ASSEMBLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, BUT NOT LESS THAN NAILING SPECIFIED IN DIMENSIONAL LUMBER SECTION OF THESE NOTES.
DESIGN LOADS CRITERIA
A. CODES USED:1. 2015 INTERNATIONAL BUILDING CODE2. 2010 AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD 7 (ASCE 7-10)
B. WIND LOAD CRITERIA:1. ULTIMATE WIND SPEED. V = 115 MPH (3 SECOND GUST)2. NOMINAL WIND SPEED, V = 90 MPH (3 SECOND GUST)3. WIND RISK CATEGORY: II4. WIND LOAD EXPOSURE: C5. INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (ENCLOSED BUILDING)6. WIND TOPOGRAPHIC FACTOR: KZT = 1.07. C & C WIND WALL PRESSURE - EDGE ZONE: 18.0 PSF (NOMINAL)8. WIND NET UPLIFT: 15 PSF (NOMINAL)
C. SNOW LOAD CRITERIA:1. GROUND SNOW LOAD, PG = 40 PSF2. FLAT-ROOF SNOW LOAD (BALANCED), PF = 28 PSF3. SNOW LOAD IMPORTANCE FACTOR, I = 1.04. SLOPE FACTOR, CS = 1.05. THERMAL FACTOR, CT = 1.06. SNOW EXPOSURE FACTOR, CE = 1.07. UNBALANCED SNOW LOAD: ON PLAN IF APPLICABLE
D. EARTHQUAKE LOAD CRITERIA1. SEISMIC IMPORTANCE FACTOR: I = 1.02. MAPPED SPECTRAL RESPONSE ACCELERATIONS:
• SS = 5.0% g• S1 = 3.5% g
3. SOIL SITE CLASS: D4. SPECTRAL RESPONSE COEFFICIENT:
• SDS = 0.053• SD1 = 0.056
5. SEISMIC DESIGN CATEGORY = A6. SEISMIC FORCE RESISTING SYSTEM: ORDINARY MASONRY SHEAR WALLS7. SEISMIC RESPONSE COEFFICIENT, CS = 0.0088. RESPONSE MODIFICATION FACTOR, R = 7.09. OVER-STRENGTH FACTOR: Ω = 2.510. DESIGN BASE SHEAR, V = 0.010w11. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL-FORCE ANALYSIS
E. LIVE LOADS1. ROOF: 20 PSF2. FLOOR: 50 PSF3. STAIR ASSEMBLIES: 100 PSF4. RAILING: 200 LBS AT ANY POINT OR 50 PLF, WHICHEVER PRODUCES MAXIMUM LOAD EFFECT5. PARTITIONS: 15 PSF6. LOBBIES AND FIRST FLOOR CORRIDORS: 100 PSF7. RESIDENTIAL AREAS EXCEPT BALCONIES: 40 PSF
F. DEAD LOADS1. ROOF: 15 PSF2. FRAMING: ACTUAL3. MISCELLANEOUS CEILING: 6 PSF4. MECHANICAL: SEE PLAN
ANCHOR BOLTS
A. ALL ANCHOR RODS SHALL BE SUPPLIED AND INSTALLED BY THE CONCRETE CONTRACTOR, UNLESS NOTED OTHERWISE.
B. ALL ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 HEX-HEAD, UNLESS NOTED OTHERW ISE. NUTS SHALL BE ASTM A563 GRADE A HEAVY HEX. OVER-SIZED PLATE WASHERS SHALL BE ASTM A36.
C. ALL ANCHOR RODS SHALL BE SET WITH TEMPLATES.
D. POST-INSTALLED ANCHORS SHALL BE ADHESIVE ANCHORING SYSTEM PROVIDED AND INSTALLED BY FRAMING CONTRACTOR. ADHESIVE ANCHORS SHALL BE "HILTI HIT-HY 200 ADHESIVE ANCHOR SYSTEM" OR APPROVED ALTERNATE. ANCHORS SHALL BE "HILTI HAS-E" THREADED ROD CONFORMING TO ISO 898-1 CLASS 5.8 OR SHALL BE MADE FROM ALL-THREADED ROD CONFORMING TO ASTM A572 GRADE 60, OR APPROVED ALTERNATE, UNLESS NOTED OTHERWISE.
MINIMUM LENGTH FOR STANDARD UN-COATED BARS IN NORMAL WEIGHT CONCRETE
DEVELOPMENT LENGTH (Ld) FOR STRAIGHT BARS (MIN. OF 12 INCHES) FOR 90 DEGREE HOOKED BARS,
HOOK DEVELOPMENT
LENGTH
44 Db 55 Db 57 Db 71 Db 30 Db 22 Db
CONCRETE STRENGTH
f'c IN PSI
TENSION CLASS A TENSION CLASS B COMPRESSION
NOTE: Db = DIAMETER OF REINFORCEMENT. Ld = DEVELOPMENT LENGTH
3000
41 Db 51 Db 53 Db 66 Db 30 Db 20 Db3500
38 Db 47 Db 49 Db 62 Db 30 Db 19 Db4000
36 Db 45 Db 47 Db 58 Db 30 Db 18 Db4500
34 Db 42 Db 44 Db 55 Db 30 Db 17 Db5000
#6 AND SMALLER
#7 TO #11 #6 & SMALLER #7 TO #11#18, #14, & #11 AND SMALLER
CONCRETE ON SOIL (DIRECT CONTACT)
SLAB ON GRADE
WALLS, STRUCTURAL SLABS EXPOSED TO SOIL OR WEATHER#6 TO #18 REBAR
#5 AND SMALLER REBAR
COLUMNS AND PIERS (COVER TO STIRRUPS AND TIES)
3"
CENTERED
MINIMUM CLEAR CONCRETE COVER FOR REINFORCING STEEL
2"
1 1/2"
WALLS, STRUCTURAL SLABS NOT EXPOSED TO EARTH OR WEATHER
#11 AND SMALLER REBAR 3/4"
1 1/2"
f'c @ 28 DAYS
3000 PSI
3500 PSI
4000 PSI
4500 PSI
4500 PSI
AIR ENTRAINMENTLOCATIONS
FOOTINGS / FOUNDATIONS
FLOORS ON GRADE
COLUMNS
EXTERIOR SLABS ON GRADE
EXPOSED EXTERIOR WALLS
MAX. WATER/CEMENT RATIO
6% ± 1.5%
0.55
0.55
0.55
0.45
0.45
LOCATION
1'-0" BELOW FOUNDATION AND SLAB SUBGRADE ELEVATIONS
MINIMUM RELATIVE COMPACTION PERCENTAGE(ASTM D698 STANDARD PROCTOR DENSITY (SPD))
MATERIAL COMPACTION CRITERIA
98%
95%
98%
ABOVE BOTTOM OF FOUNDATIONS AND BELOW SLAB SUBGRADE ELEVATIONS
BELOW EXTERIOR SLAB, WITHIN 1'-0" OF SUBGRADE ELEVATIONS
BELOW EXTERIOR SLAB, MORE THAN 1'-0" BELOW SUBGRADE ELEVATIONS
95%
6% ± 1.5%
SHOP DRAWINGS
A. SUBMIT SHOP DRAW INGS AND CALCULATIONS FOR APPROVAL, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER RESPONSIBLE FOR ITS PREPARATION, WHO IS REGISTERED IN THE STATE WHICH THE PROJECT IS LOCATED.
B. PRIOR TO SUBMITTAL, THE CONTRACTOR SHALL REVIEW THE SHOP DRAWINGS AND MAKE ANY CORRECTIONS REQUIRED. THE CONTRACTOR SHALL STAMP AND SIGN THE SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER.
C. THE ENGINEER'S REVIEW OF SHOP DRAWINGS IS FOR GENERAL CONFORMANCE OF THE DESIGN CONCEPT. CONTRACTOR SHALL SUBMIT A SCHEDULE OF SHOP DRAWING SUBMITTALS THAT IS ACCEPTABLE TO BOTH CONTRACTOR AND ENGINEER. AFTER THE CONTRACTOR HAS REVIEWED THE SHOP DRAWINGS, PROMPT REVIEW BY THE ENGINEER WILL BE MADE OF ALL SUBMITTALS.
D. FOR LARGE SUBMITTALS, REASONABLE REVIEW TIME SHALL BE ALLOWED AND MAY EXCEED TWO WEEKS. THE CONTRACTOR SHALL SUBMIT NECESSARY REQUEST FOR INFORMATION (RFI's) DURING THE DETAILING PROCESS TO AVOID SUBMITTALS THAT ARE INCOMPLETE OR NEED SIGNIFICANT VERIFICATIONS. THE CONCURRENT SUBMITTAL OF MULTIPLE SHOP DRAWINGS ("DUMPING") W ILL FURTHER EXTEND THE REVIEW PROCESS AND TIME FRAME NECESSARY TO PROPERLY REVIEW EACH SUBMITTAL.
E. UNLESS INDICATED OTHERWISE, THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE FOLLOWING ITEMS FOR STRUCTURAL REVIEW. REFER TO SPECIFIC SECTION OF STRUCTURAL NOTES FOR ANY ADDITIONAL CRITERIA:1. CONCRETE MIX DESIGNS2. PRE-FABRICATED WOOD TRUSSES3. ADDITIONAL STRUCTURAL SHOP DRAWINGS REQUESTED IN THE SPECIFICATIONS
F. A COPY OF ALL SHOP DRAWINGS SHALL BE MAINTAINED ON SITE AT ALL TIMES.
G. SHOP DRAWINGS SHALL INCLUDE COMPLETE DETAIL SCHEDULES, PROCEDURES, AND DIAGRAMS FOR FABRICATION AND ASSEMBLY OF STRUCTURAL MEMBERS AND SUBMIT PRIOR TO FABRICATION.
H. ERECTION PLANS ARE THE RESPONSIBILITY OF THE FABRICATOR.
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:06:21 PM
S1-00
STRUCTURAL
NOTES
22812 Arch R18.rvt
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19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
S1-00 STRUCTURAL NOTES
REVISION SCHEDULE
DATE DESCRIPTION BY
F1
F1
F1
FDN-1
FDN-1
FDN-1
21' - 6"
35
' -
9"
6' -
7"
7' -
2"
22
' -
0"
19
' -
9"
7' -
1"
8' -
11
"
CJ
CJ
CJ
4" CONCRETE SLABW/ 6X6-W1.4XW1.4 WWF
(TOP OF SLAB = 101'-3" VIF)(MATCH EXISTING FFE)
FDN-1
FDN-1
FDN-1
FDN-1
F2
F2
F2
F2
F2
FDN-1
FDN-1
F2
6' - 0"
SIDEWALK,SLOPE 1.5% AWAY FROM BUILDING
STOOP SLOPE 1.5% AWAY
FROM BUILDING
LANDING,SLOPE 1.5% AWAY FROM BUILDING
5
S2-11
_____________________
7
S2-11
_____________________
3
S2-11
_____________________
EXTEND TO ADJACENT PATH, REFER TO CIVIL
T.O. FOOTING
96' - 0"
5' - 0"
21
101' - 3"
T.O. WALL
100' - 7"
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:06:23 PM
S1-11
FOUNDATION AND
SLAB PLAN
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19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
S1-11 FOUNDATION AND SLAB PLAN
FOOTING SCHEDULE
WT LENGTH WIDTH
THICKNESS
REINFORCING COMMENTS
CONT
FOOTING
PAD
FOOTING
F1 2' - 0" 1' - 0" (2) #5 BARS CONTINUOUS BOTTOM
F2 1' - 4" 1' - 0"
1/4" = 1'-0"1FOUNDATION AND SLAB PLAN
FOUNDATION WALL SCHEDULE
MARK WIDTH REINFORCING COMMENTS
FDN-1 #5 BARS @ 18" OCEW PROVIDE HOOKED DOWELS INTO FOOTING
KEYNOTE LEGEND
21 MOUNT AUTOMATIC DOOR OPENER PUSH PLATE ON PIPE BOLLARD
8"
REVISION SCHEDULE
DATE DESCRIPTION BY
F1
F1
F1
FDN-1
FDN-1
FDN-1
21' - 6"
35
' -
9"
6' -
7"
7' -
2"
22
' -
0"
19
' -
9"
7' -
1"
8' -
11
"
FDN-1
FDN-1
FDN-1
FDN-1
F2
F2
F2
F2
F2
FDN-1
FDN-1
F2
6' - 0"
SIDEWALK,SLOPE 1.5% AWAY FROM BUILDING
STOOP SLOPE 1.5% AWAY
FROM BUILDING
LANDING,SLOPE 1.5% AWAY FROM BUILDING
5
S2-11
_____________________
1
S2-12
_____________________
2
S2-12
_____________________
T.O. FOOTING
96' - 0"
101' - 3"
T.O. WALL
99' - 0 3/4"
T.O. LEDGE
VIF
21
24
" D
EE
P P
RE
-EN
GIN
EE
RE
D F
LO
OR
TR
US
SE
S @
24
" O
.C.
1
S2-12
_____________________
3/4" CDX PLYWOOD
2
S2-12
_____________________
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:06:24 PM
S1-12
ADD ALTERNATE 2
22812 Arch R18.rvt
KLM
JAH
07/02/19
JAH
2303
SUAMICO WISCONSIN
500 22812 S1-12
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
S1-12 ADD ALTERNATE 2
1/4" = 1'-0"1ADD ALTERNATE 2 - FOUNDATION PLAN
1/4" = 1'-0"2ADD ALTERNATE 2 - FLOOR FRAMING PLAN
FOOTING SCHEDULE
WT LENGTH WIDTH
THICKNESS
REINFORCING COMMENTS
CONT
FOOTING
PAD
FOOTING
F1 2' - 0" 1' - 0" (2) #5 BARS CONTINUOUS BOTTOM
F2 1' - 4" 1' - 0"
FOUNDATION WALL SCHEDULE
MARK WIDTH REINFORCING COMMENTS
FDN-1 #5 BARS @ 18" OCEW PROVIDE HOOKED DOWELS INTO FOOTING
KEYNOTE LEGEND
21 MOUNT AUTOMATIC DOOR OPENER PUSH PLATE ON PIPE BOLLARD
8"
REVISION SCHEDULE
DATE DESCRIPTION BY
6"
MIN
IMU
M
2"
CLE
AR
#5 BAR GROUNDING ELECTRODE;CONNECT W/ STEEL WIRE TIES TO1/2" DIAMETER BY 20 LINEAR FEETMINIMUM FOOTING REINFORCEMENT
NOTES:
1. PURPOSE OF DETAIL IS TO INDICATE TYPICAL GROUNDING ELECTRODE INFORMATION ONLY AND DOES NOT REFLECT ACTUAL FOUNDATION CONSTRUCTION; REFER TO PLANS, SECTIONS, AND DETAILS FOR FOUNDATION CONSTRUCTION INFORMATION.
2. SUPPLY AND INSTALL GROUNDING ELECTRODE FOR GROUNDING OF ELECTRICAL SERVICE AS REQUIRED BY ELECTRICAL DOCUMENTS.
1/8" WIDE x d/4 DEEP (MIN.) SAW CUT W/ JOINT FILLER
DISCONTINUE EVERY OTHER BAR THROUGH CONTROL JOINT
(DE
PT
H)
d
INDUCED CRACK
TYPICAL CONTROL JOINT SPACING AND JOINT DEPTH
REINFORCED SLAB DEPTH
4"
5"
6"
8' TO 12'
10' TO 15'
12' TO 18'
PREFERRED SPACING
7"
≥ 8"
14' TO 21'
16' TO 24'
CONTROL JOINT DEPTH (MIN.)
1"
1.25"
1.5"
1.75"
2"
REFER TO CONTROL JOINT PLACEMENT GUIDE FOR ADDITIONAL CONTROL JOINT INFORMATION.
CONCRETE SLAB WITH THICKENED EDGE OVER COMPACTED DRAINAGE COURSE
SLOPE GRADE AWAY FROM BUILDING, REFER TO CIVIL DOCUMENTS
1 1/2" Ø PIPE RAILING AND HANDRAIL, EPOXY SET INTO CONCRETE 4" MIN DEEP, 2" MIN. CONCRETE COVER ALL SIDES
1/2" EXPANSION MATERIAL
#3 NOSING BAR , TYP.
GRANULAR BACKFILLCOMPACTED IN 8"
MAXIMUM LIFTS
1' - 0"
1' - 0"
MIN
.8"
FIRST FLOOR
101' - 3" VIF
T.O. FOOTING
96' - 0"
GRADE
100' - 0"
FOUNDATION WALL AND FOOTING, REFER TO PLANS
CONCRETE SLAB W ITH THICKENED EDGE OVER 15
MIL VAPOR BARRIER AND COMPACTED DRAINAGE
COURSE
FEATHER WOOD FLOORTO EXPANSION MATERIAL
(2) #5'S CONT.
1/2" EXPANSION MATERIAL
SEALANT
TR-2 ANCHORED TO EXISTING FLOOR SHEATHING
FIRST FLOOR
101' - 3" VIF
2" RIGID INSULATION W/ FRP TO 12" MIN BELOW GRADE
PREFIN. MTL J FLASHING ON BOTTOM EDGE OF SHEATHING
SIDING TO MATCH EXISTING OVER AIR BARRIER, 5/8" PLYWOOD, WOOD STUDS W/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD
TREATED WOOD BASE W/ ANCHOR BOLT
CONCRETE SLAB WITH THICKENED EDGE
OVER 15 MIL VAPOR BARRIER AND COMPACTED
DRAINAGE COURSE
SLOPE GRADE AWAY FROM BUILDING, REFER TO CIVIL DOCUMENTS
FIRST FLOOR
101' - 3" VIF
TOP OF FOOTING
96' - 0"
4"
PREFIN. MTL SIDING STARTER TRIM
LAP AIR BARRIER OVER FLASHING
FOUNDATION WALL AND FOOTING, REFER TO PLANS
CONCRETE SLAB WITH THICKENED EDGE W/ WITH (2) #5 BARS CONT. OVER COMPACTED
DRAINAGE COURSE
SLOPE SIDEWALK GRADE AWAY FROM BUILDING,
REFER TO CIVIL DOCUMENTS
PIPE BOLLARD TO MOUNTDOOR ACTIVATOR
1/4" EXPANSION MATERIALAND SEALANT
1/2" EXPANSION MATERIAL
1' - 0"
DOOR THRESHOLD
FIRST FLOOR
101'-3" VIF
FIRST FLOOR
96'-0"
FOUNDATION WALLS AND FOOTING, REFER TO PLANS
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:06:26 PM
S2-11
FOOTING AND
FOUNDATION
DETAILS
22812 Arch R18.rvt
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500 22812 S2-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
S2-11 FOOTING AND FOUNDATION DETAILS
3/4" = 1'-0"1GROUNDING ELECTRODE DETAIL
1" = 1'-0"2TYPICAL CONTROL JOINT DETAIL
3/4" = 1'-0"5STAIR SECTION
1 1/2" = 1'-0"3TIE TO EXIST. FLOOR DETAIL
3/4" = 1'-0"7TYPICAL FOUNDATION DETAIL
3/4" = 1'-0"6STOOP DETAIL
REVISION SCHEDULE
DATE DESCRIPTION BY
FEATHER WOOD FLOOR
TO EXPANSION MATERIAL
SEALANT
TR-2 ANCHORED TO EXISTING
FLOOR SHEATHING
TILE AND MORTAR BED
OVER PLYWOOD
FLOOR STRUCTURE,
REFER TO PLAN FOR
SIZE AND SPACING FIRST FLOOR
101' - 3" VIF
PREFIN. MTL J FLASHING ON
BOTTOM EDGE OF SHEATHING
SIDING TO MATCH EXISTING TO
REMAIN OVER AIR BARRIER, 5/8"
PLYW OOD, WOOD STUDS
W/ BATT INSULATION, VAPOR
BARRIER AND 5/8" TYPE X
GYPSUM BOARD
TREATED WOOD BASE W/
ANCHOR BOLT
SLOPE GRADE AWAY
FROM BUILDING, REFER
TO CIVIL DOCUMENTS
LAP AIR BARRIER OVER
FLASHING
FIRST FLOOR
101' - 3" VIF
T/O FOOTING
96' - 0"
TREATED WALL BASE W/
ANCHOR BOLT
PRE-ENGINEERED
FLOOR TRUSSES
ADD SILSEAL BELOW
BOTTOM PLATE
FOUNDATION WALL AND
FOOTING, REFER TO PLANS
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:06:27 PM
S2-12
ADD ALTERNATE 2
FOOTING AND
FOUNDATION
DETAILS
22812 Arch R18.rvt
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2303
SUAMICO WISCONSIN
500 22812 S2-12
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
S2-12 ADD ALTERNATE 2 FOOTING AND FOUNDATION DETAILS
1 1/2" = 1'-0"1
ADD ALTERNATE 2 TIE TO EXIST. FLOOR DETAIL
1" = 1'-0"2
ADD ALTERNATE 2 TYP. FOUNDATION DETAIL
REVISION SCHEDULE
DATE DESCRIPTION BY
2X
PR
E-E
NG
INE
ER
ED
WO
OD
SC
ISS
OR
TR
US
SE
S @
24
" O
.C.
(2)1
3/4
x1
1 7
/8
(2)
2X
12
DF
LN
O.
1
(2)
2X
10
DF
LN
O.
1
(2) 2X10 DFL
NO. 1
(2)
2X
10
DF
LN
O.
1(2
)1 3
/4x
11
7/8
17/32" OSB SHEATHING
17/32" OSB SHEATHING
EX
IST
ING
NE
W
1
S6-21
_____________________
2
S6-21
_____________________
PROVIDE 2x FAMING AS NEEDED FOR OPENING
3
A3-11
_____________________
SHEET NOTES1. COORDINATE ROOF PENETRATIONS AND SUPPORTS WITH
MECHANICAL CONTRACTOR.
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:06:28 PM
S4-11
ROOF FRAMING
PLAN
22812 Arch R18.rvt
KML
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07/15/19
JAH
2303
SUAMICO WISCONSIN
500 22812 S4-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
S4-11 ROOF FRAMING PLAN
1/4" = 1'-0"1ROOF FRAMING PLAN
REVISION SCHEDULE
DATE DESCRIPTION BY
2X PRE-ENGINEERED WOOD SCISSOR TRUSS
REFER TO ARCHITECTURAL FOR ROOF CONSTRUCTION
PROVIDE SIMPSON STRONG-TIE TRUSS CLIP TC26 EACH END
REFER TO ARCHITECTURAL FOR WALL CONSTRUCTION
DOUBLE 2X TOP PLATE
EXISTING ROOF
EXISTING EXT. WALL
T.O. ROOF
120' - " VIF
LAP NEW UNDERLAYMENT, ICE AND W ATER SHIELD OVER EXISTING AT ADDITION TIE-IN (MINIMUM 18")
FEATHER IN NEW ROOF PANELS TO MATCH EXISTING
2X PRE-ENGINEERED W OOD TRUSS
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 2:06:29 PM
S6-21
ROOF FRAMING
DETAILS
22812 Arch R18.rvt
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07/15/19
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2303
SUAMICO WISCONSIN
500 22812 S6-21
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
S6-21 ROOF FRAMING DETAILS
1 1/2" = 1'-0"1TRUSS CONNECTION DETAIL
1" = 1'-0"2TIE TO EXISTING ROOF DETAIL
REVISION SCHEDULE
DATE DESCRIPTION BY
11
11
11
11
11
ADD ALTERNATE 1
1. FIELD VERIFY ALL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
2. ALL EXISTING DUCTWORK, PIPING, EQUIPMENT, ETC. INDICATED ON PLANS ARE BASED ON INFORMATION FROM CONSTRUCTION DOCUMENTS AND FIELD VERIFICATION OF THE EXISTING BUILDING.
3. COORDINATE INSTALLATION OF ALL NEW DUCTW ORK, PIPING, EQUIPMENT, ETC. WITH OTHER TRADES.
SHEET NOTES
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 8:20:50 AM
P1-11
FIRST FLOOR
PLUMBING DEMO
PLAN
22812 Mech R18.rvt
JMH
RKD
07/15/19
RKD
2303
SUAMICO WISCONSIN
600 22812 P1-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
P1-11 FIRST FLOOR PLUMBING DEMO PLAN
1/4" = 1'-0"1FIRST FLOOR PLUMBING DEMO PLAN
KEYNOTE LEGEND11 DEMOLISH PLUMBING FIXTURE, SANITARY, VENT, AND
POTABLE WATER PIPING AS REQUIRED. CAP AND VALVEPIPING AS REQUIRED. COORDINATE WORK WITHARCHITECTURAL. VERIFY ALL REQUIREMENTS WITH OWNER.
REVISION SCHEDULE
DATE DESCRIPTION BY
1. FIELD VERIFY ALL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
2. ALL EXISTING DUCTWORK, PIPING, EQUIPMENT, ETC. INDICATED ON PLANS ARE BASED ON INFORMATION FROM CONSTRUCTION DOCUMENTS AND FIELD VERIFICATION OF THE EXISTING BUILDING.
3. COORDINATE INSTALLATION OF ALL NEW DUCTW ORK, PIPING, EQUIPMENT, ETC. WITH OTHER TRADES.
SHEET NOTES
EWC-1
LAV-1
LAV-1U-1
MB-1
WF-1
WC-1
WC-1
FD-3
FD-3
FD-3
FD-3
HD-1
4
FCO-4
3"ø SS3.5 DFU
3"ø SS12 DFU
3"ø SS
3"ø SS2 DFU
4"ø SS
3"ø SS
4"ø
S
S
1 1
/2"ø
V
4"ø SS39.5 DFU
2"ø V
3"ø V UP
1 1/2"ø V
3"ø SS
4"ø SS46.5 DFU
3"ø SS2"ø V
2"ø
V
12
ADD ALTERNATE 1
ENTRY
100
MENS
101
WOMENS
103
SERVERY
105
EXISTING CLASSROOM
200
FURNACE
102
STORAGE
104
108
EXISTING TO
BASEMENT
107
FAMILY
RESTROOM106
STORAGE
110
EXISTING
RESIDENCE
109
EXISTING
HALLWAY
3"ø SS
1 1/2
"ø V
3"ø SS
1 1/2"ø V
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 8:20:50 AM
P2-11
FIRST FLOOR
SANITARY
PLUMBING PLAN
22812 Mech R18.rvt
JMH
RKD
07/15/19
RKD
2303
SUAMICO WISCONSIN
600 22812 P2-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
P2-11 FIRST FLOOR SANITARY PLUMBING PLAN
KEYNOTE LEGEND4 ROUTE SANITARY BACK TO EXISTING AND CONNECT TO
EXISTING 4" OR LARGER SANITARY LINE. COORDINATE FINALLOCATION ON SITE WITH OTHER TRADES AND OWNER.
12 PROVIDE NEW WC-1. ROUTE SANITARY AND VENT PIPINGFROM EXISTING LOCATION TO NEW LOCATION AS REQUIRED.COORDINATE WORK WITH ARCHITECTURAL. VERIFY ALLREQUIREMENTS WITH OWNER.
1/4" = 1'-0"1FIRST FLOOR W ASTE & VENT PLAN
REVISION SCHEDULE
DATE DESCRIPTION BY
LAV-1
MENS
101
FURNACE
102
SERVERY
105
STORAGE
104
WOMENS
103
1"ø CW
1"ø CW
EWC-1
LAV-1
WC-1 WC-1
U-1
WF-1
MB-1
3
2
WC-1 WC-1
LAV-1
1
3/4"ø CW
P-1
CIRCUIT SETTER (TYP.)
9
1/2"ø HWC1"ø CW1"ø HW
ADD ALTERNATE 1
13
EXISTING CLASSROOM
200
ENTRY
100
1"ø CW
1/2"ø CW
3/4"ø HW
3/4"ø CW
1/2"ø HWC
1/2"ø HWC
1"ø CW
3/4"ø HW
1"ø CW16 WSFU
1"ø HW5 WSFU
1"ø CW19.25 WSFU
1/2"ø HWC
108
EXISTING TO
BASEMENT
107
FAMILY
RESTROOM106
STORAGE
110
EXISTING
RESIDENCE
109
EXISTING
HALLWAY
1. FIELD VERIFY ALL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
2. ALL EXISTING DUCTWORK, PIPING, EQUIPMENT, ETC. INDICATED ON PLANS ARE BASED ON INFORMATION FROM CONSTRUCTION DOCUMENTS AND FIELD VERIFICATION OF THE EXISTING BUILDING.
3. COORDINATE INSTALLATION OF ALL NEW DUCTW ORK, PIPING, EQUIPMENT, ETC. WITH OTHER TRADES.
SHEET NOTES
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 8:20:52 AM
P2-12
FIRST FLOOR
POTABLE WATER
PLAN
22812 Mech R18.rvt
JMH
RKD
07/15/19
RKD
2303
SUAMICO WISCONSIN
600 22812 P2-12
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
P2-12 FIRST FLOOR POTABLE WATER PLAN
1/4" = 1'-0"1FIRST FLOOR POTABLE W ATER PLAN
KEYNOTE LEGEND1 ROUTE NEW CW LINE BACK TO EXISTING WATER MAIN AFTER
PRESSURE TANK. APPROXIMATELY 60'-0" BACK TO WATERPRESSURE TANK. COORDINATE FINAL LOCATION ON SITEWITH OTHER TRADES AND OWNER.
2 ROUTE NEW HW LINE BACK TO EXISTING HOT WATER HEATERAND CONNECT TO EXISTING HOT WATER MAIN. COORDINATEFINAL LOCATION ON SITE WITH OTHER TRADES AND OWNER.
3 ROUTE NEW HWC LINE BACK TO EXISTING HOT WATERHEATER. PROVIDE PUMP AND CONNECT TO EXISTING CWSUPPLY LINE FEEDING THE EXISTING HOT WATER HEATER.COORDINATE FINAL LOCATION ON SITE WITH OTHER TRADESAND OWNER. SEE HOT WATER RECIRCULATING IN-LINE PUMPDETAIL.
9 PROVIDE CW LINE FOR FUTURE WASH DOWN TYPE URINAL.
13 PROVIDE NEW WC-1. ROUTE POTABLE WATER PIPING FROMEXISTING LOCATION TO NEW LOCATION AS REQUIRED.COORDINATE WORK WITH ARCHITECTURAL. VERIFY ALLREQUIREMENTS WITH OWNER.
REVISION SCHEDULE
DATE DESCRIPTION BY
EWC-1
LAV-1
LAV-1
U-1
MB-1
WF-1
WC-1
WC-1
FD-3
FD-3
FD-3
FD-3
HD-1
4
FCO-4
3"ø V
VTR
1 1/2"ø V
1 1/2"ø V
2"ø V
2"ø V
1 1/2"ø V
2"ø V
1 1/2"ø V
1 1/2"ø V
1 1
/2"ø
V
1 1
/2"ø
V
4"ø SS
3"ø SS
4"ø SS39.5 DFU
3"ø SS12 DFU
3"ø SS
4"ø SS20 DFU
4"ø SS
3"ø SS
3"ø SS
3"ø SS4"ø SS
1 1
/2"ø
V
1 1/2"ø SS
2"ø SS
3"ø
S
S
4"ø SS
1 1/2"ø V
2"ø V
2"ø V
LAV-1
WC-1
WC-1
2"ø SS
2"ø SS
2"ø SS
4"ø SS
46.5 DFU
3"ø SS
3"ø SS
3"ø SS
1 1/2"ø V
2"ø V
1 1
/2"ø
V
2"ø V
2"ø V
2"ø V
3"ø SS
EWC-1
LAV-1
LAV-1
U-1
MB-1
WF-1
WC-1
1"ø CW
2
1/2"ø HWC
1"ø HW
1"ø HW5 WSFU
1"ø CW19.25 WSFU
1/2"ø HWC
LAV-1
1"ø CW1/2"ø HWC
WC-1
WC-1
WC-1
3/4"ø CW
3
1
1/2"ø CW
3/4"ø CW
3/4"ø CW
3/4"ø CW
1/2"ø CW
1/2"ø HWC1/2"ø CW 1/2"ø HW
3/4"ø HW
P-1
1/2"ø CW
1/2"ø HW
1/2"ø HWC
1/2"ø CW
1/2"ø HWC
1/2"ø HW
1/2"ø CW
1/2"ø HW
1/2"ø HWC
16
1/2"ø HWC
1"ø CW16 WSFU
3/4"ø HW2 WSFU
CIRCUITSETTER (TYP)
1. FIELD VERIFY ALL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
2. ALL EXISTING DUCTWORK, PIPING, EQUIPMENT, ETC. INDICATED ON PLANS ARE BASED ON INFORMATION FROM CONSTRUCTION DOCUMENTS AND FIELD VERIFICATION OF THE EXISTING BUILDING.
3. COORDINATE INSTALLATION OF ALL NEW DUCTW ORK, PIPING, EQUIPMENT, ETC. WITH OTHER TRADES.
SHEET NOTES0
1/2
"1
"2
"1
/4"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 8:20:54 AM
P3-11
PLUMBING
ISOMETRICS
22812 Mech R18.rvt
JMH
RKD
07/15/19
RKD
2303
SUAMICO WISCONSIN
600 22812 P3-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
P3-11 PLUMBING ISOMETRICS
KEYNOTE LEGEND1 ROUTE NEW CW LINE BACK TO EXISTING WATER MAIN AFTER
PRESSURE TANK. APPROXIMATELY 60'-0" BACK TO WATERPRESSURE TANK. COORDINATE FINAL LOCATION ON SITEWITH OTHER TRADES AND OWNER.
2 ROUTE NEW HW LINE BACK TO EXISTING HOT WATER HEATERAND CONNECT TO EXISTING HOT WATER MAIN. COORDINATEFINAL LOCATION ON SITE WITH OTHER TRADES AND OWNER.
3 ROUTE NEW HWC LINE BACK TO EXISTING HOT WATERHEATER. PROVIDE PUMP AND CONNECT TO EXISTING CWSUPPLY LINE FEEDING THE EXISTING HOT WATER HEATER.COORDINATE FINAL LOCATION ON SITE WITH OTHER TRADESAND OWNER. SEE HOT WATER RECIRCULATING IN-LINE PUMPDETAIL.
4 ROUTE SANITARY BACK TO EXISTING AND CONNECT TOEXISTING 4" OR LARGER SANITARY LINE. COORDINATE FINALLOCATION ON SITE WITH OTHER TRADES AND OWNER.
16 PROVIDE HOT WATER (HW) RECIRCULATION WITHIN 2'-0"FROM ANGLE STOP ON ALL SINKS, LAVS, AND WASHFOUNTAINS. (TYPICAL)
1ISOMETRIC - DRAIN, W ASTE, AND VENT
2ISOMETRIC - POTABLE W ATER
CIRCUIT SETTER
CIRCUIT SETTER
REVISION SCHEDULE
DATE DESCRIPTION BY
T
PLUMBING SYMBOL SCHEDULE
G
HOT WATER
COLD WATER
VENT
GAS
HOT WATER RECIRC
COMPRESSED AIR PIPING
SANITARY SEW ERBALL VALVE
BUTTERFLY VALVE
GATE VALVE
GAS COCK
CHECK VALVE
IN LINE PUMP
STRAINER
MANUAL FLOW CONTROL VALVE
UNION
METER
PIPING DROP
INLINE PIPING DROP
PIPING RISE
PIPE CAP
PIPE BREAK
WALL CLEANOUT/ END FERRULE CLEANOUT
CONNECT TO EXISTING
THERMOMETER
CLEAN OUT
FLOOR DRAIN
FLOOR SINK
WALL HYDRANT/ HOSE BIBB
REDUCED PRESSURE PRINCIPLE
BACKFLOW PREVENTER
FLOOR CLEANOUT
ELECTRIC WATER HEATER
HOSE BIBB
LAVATORY
MOP BASIN
REDUCED PRESSURE PRINCIPLE
BACKFLOW PREVENTER
SINK
URINAL
VENT THROUGH ROOF
WATER SUPPLY BOX
WATER CLOSET
FIRE CONNECTION / WALL HYDRANT
ABOVE FINISHED FLOOR
FLOOR DRAIN
FCO-
WHTR-
FD-
HB-
LAV-
MB-
RPBP-
SK-
UR-
VTR-
WSB-
WC-
NFW H-
A.F.F.
M
A
WALL CLEANOUTWCO-
HANGER ROD
INSULATION (VAPOR BARRIER TYPE IS REQUIRED FOR LOW TEMPERATURE PIPE
INSULATION SHIELD AT HANGER
PROVIDE HIGH COMPRESSIVE STRENGTH INSUL. INSERT UNDER INSUL. SHIELD
SADDLE
WELD
INSULATION
HANGER ROD
1/2" DIA. HANGER RODS W/ 36" MAX.
SPACING ON EACH CHANNEL
1 5/8" 12 GA. CHANNEL OR 2"x2"x1/4" ANGLE
PROVIDE INSUL. SHIELD & INSERT FOR ALL PIPING
BAND
SIDE VIEW
ADJUSTABLE CLEVIS HANGER
SECTION
ADJUSTABLE ROLLER HANGER
TRAPEZE HANGER FOR UP TO 800 LB. UNIFORM LOAD
MAXIMUM PIPE/TUBING SUPPORT SPACING - FEET
NOMINAL SIZE THRU 3/4" 1 1 1/4 1 1/2 2 1/22 3 4 5 6 8 10 12 14 16 18 20 24
STEEL PIPE - STD. WT. 7 FT. 7 7 9 1110 12 14 16 17 19 22 23 25 27 28 30 32
COPPER TUBING 5 FT. 6 7 8 98 10 12 13 14 16 -- -- -- -- -- -- --
SCH. 40 PVC (100') 4 FT. 4 4 5 55 5 5 6 6 -- -- -- -- -- -- -- --
NOTE: FOR TRAPEZE HANGER, TAKE SPACING OF SMALLEST SIZE ON TRAPEZE
NOTE: SEE MFGR. THREADED ROD DATA FOR LOAD CARRYING CAPACITIESROD: ASTM.A36
NOTES - ALL SYMBOLS TYPICAL
1. PUMP (SEE SCHEDULE)2. ISOLATION VALVE3. CHECK VALVE4. UNION5. DRAIN VALVE6. CONNECT STRAP ON TEMPERATURE
SENSOR LOCATED WITHIN 5'-0" OF HOT WATER HEATER OUTLET (SUPPLY)
7. SEE PLANS FOR PIPE SIZES
TO HOT WATER HEATER HOT W ATER RECIRCULATING(RETURN)
2
1
3 4
5
6
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/23/2019 8:20:55 AM
P5-11
PLUMBING
SCHEDULES &
DETAILS
22812 Mech R18.rvt
JMH
RKD
07/15/19
RKD
2303
SUAMICO WISCONSIN
600 22812 P5-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
P5-11 PLUMBING SCHEDULES & DETAILS
PUMP SCHEDULE
MARK MFG MODEL#PUMP
CONSTRUCTIONCONNECTION
SIZE GPMHEAD LOSS
(IN FEET)
ELECTRICAL
RPM NOTESWATTSVOLTAGE /
PH. AMPS
P-1 BELL & GOSSETT NBF-8S/LW STAINLESS STEEL 1/2" 7 8 39 115-1-60 0.38 2800 PROVIDE TC-1 AUTOMATIC TIMER KIT AND AQS-1/2 AQUASTAT
PLUMBING FIXTURE SCHEDULE
FIXTURE DESCRIPTION MFG MODEL
TRIM PIPE CONNECTIONS
NOTESMFG MODEL TYPE WASTE VENTHOT
WATERCOLD
WATER
EWC-1 ELECTRIC WATER COOLER ELKAY LZSTL8WSLP 1 1/2" 1 1/2" 1/2" 25
FCO-4 LEVEL TROL ADJUSTABLE FLOOR CLEANOUT ZURN Z1400-NH4 4" 14, 15
FD-3 FLOOR DRAIN ZURN EZ-5 3" 15, 16, 17
HD-1 HUB DRAIN 3" 27
LAV-1 WALL-MOUNTED LAVATORY KOHLER K-2005 DELTA 591TP0250 HARDWIREDPROXIMITY
SENSING FAUCET
1 1/4" 1 1/2" 3/8" 3/8" 8, 9, 10, 11
MB-1 MOP SERVICE BASIN AMERICANSTANDARD
7745.811 CHICAGO 897 WALL MOUNTFAUCET
2" 1 1/2" 1/2" 1/2" 19
U-1 WALL-MOUNTED URINAL (WATERLESS) ZURN Z5795 2" 1 1/2" 3/4" 6, 7, 28
WC-1 FLUSH ASSIST FLOOR MOUNTED WATERCLOSET (FT)
KOHLER K-3505-SS 3" 2" 3/4" 1
WF-1 36" WASHFOUNTAIN KOHLER TDB3103-A-WALL-CLC-IRP-TMA-NSD
1 1/2" 1 1/2" 1/2" 1/2" 8, 9
NOTES:
1 PROVIDE HEAVY DUTY ELONGATED WHITE OPEN FRONT PLASTIC SEAT, CHURCH 9500C OR EQUIVALENT.
2 PROVIDE WATER CLOSET CARRIER JAY R. SMITH MODEL #0210DY FOR BACK TO BACK WATER CLOSETS, JAY R. SMITH MODEL #0209Y FOR WATER CLOSET AND URINAL BACK TO BACK.
3 MOUNT RIM AT 16 1/2" A.F.F.
4 MOUNT RIM AT 14" A.F.F.
5 MOUNT RIM AT 17" A.F.F.
6 MOUNT RIM AT 24" A.F.F.
7 PROVIDE URINAL CARRIER
8 PROVIDE AND INSTALL WITH 16 GAUGE P-TRAP, ANGLE STOPS WITH LOOSE KEY HANDLES, HOT WATER TEMPERING (ASSE 1070 APPROVED), AND VANDAL PROOF GRID STRAINER
9 PROVIDE AND INSTALL UNIT WITH PIPE WRAP KIT EQUAL TO TRUBRO OR PLUMBEREX PRO
10 PROVIDE AND INSTALL FLOOR MOUNTED CONCEALED ARM CARRIER
11 MOUNT RIM AT 29" A.F.F. TO BOTTOM OF APRON
12 PROVIDE AND INSTALL WITH ELKAY LK-18 DRAIN, 16 GAUGE P-TRAP AND ANGLE STOPS WITH LOOSE KEY HANDLES
13 PROVIDE AND INSTALL OPTIONAL 9" SWING SPOUT, THREE HOLE PUNCH WITH 8" CENTERS AND ADA DECK MOUNT HANDLE
14 CLEANOUTS SHALL BE SIZED PER PLANS
15 INSTALL UNIT FOR FINISHED FLOOR
16 FLOOR DRAINS SHALL BE SIZED PER PLANS
17 PROVIDE AND INSTALL UNIT WITH NICKEL BRONZE STRAINER
18 PROVIDE WITH DOME STRAINER, CLAMP COLLAR, AND HALF GRATE. TOP OF FLOOR SINK TO BE MOUNTED FLUSH TO FINISH FLOOR
19 PROVIDE AND INSTALL VACUUM BREAKER, PAIL HOOK, MOP HANGER AND STRAINER
20 UNIT TO BE NON-FREEZE, AUTOMATIC DRAIN TYPE WITH LOOSE KEY STOPS AND VACUUM BREAKER
21 UNIT TO BE INSTALLED AT 24" A.F.F.
22 UNIT TO BE AUTOMATIC DRAIN TYPE WITH LOOSE KEY STOPS, HOT AND COLD WATER HANDLES AND VACUUM BREAKER
23 ANTI-SCALD, PRESSURE BALANCING SHOWER VALVE, STAINLESS STEEL SHROUD, SIDE SOAP DISH AND CHROME PLATED BRASS SHOWER HEAD WITH FLOW CONTROL
24 SPOUT HEIGHT SHALL BE 33" A.F.F. FOR ADA FOUNTAIN
25 SPOUT HEIGHT SHALL BE 33" A.F.F. FOR ADA FOUNTAIN. PROVIDE BOTTLE FILLER OPTION ON A.D.A. COMPLIANT FOUNTAIN.
26 PROVIDE 3" CAST IRON VENT THROUGH ROOF
27 PRVIDE OPEN ENDED PIPE ONE SIZE LARGER THEN SANITARY SIZE SHOWN ON PLANS A MINIMUM OF 1" A.F.F.
28 PROVIDE CW LINE FOR FUTURE WASH DOWN TYPE URINAL.
REVISION SCHEDULE
DATE DESCRIPTION BY
NOT TO SCALE2PIPE SUPPORT
NOT TO SCALE1HOT W ATER RECIRCULATING IN-LINE PUMP DETAIL
5
7
ADD ALTERNATE 1 14
LP
1. FIELD VERIFY ALL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
2. ALL EXISTING DUCTWORK, PIPING, EQUIPMENT, ETC. INDICATED ON PLANS ARE BASED ON INFORMATION FROM CONSTRUCTION DOCUMENTS AND FIELD VERIFICATION OF THE EXISTING BUILDING.
3. COORDINATE INSTALLATION OF ALL NEW DUCTW ORK, PIPING, EQUIPMENT, ETC. WITH OTHER TRADES.
SHEET NOTES
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
7/11/2019 2:54:31 PM
M1-11
FIRST FLOOR
HVAC DEMO PLAN
22812 Mech R18.rvt
JMH
RKD
07/15/19
RKD
2303
SUAMICO WISCONSIN
650 22812 M1-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
M1-11 FIRST FLOOR HVAC DEMO PLAN
1/4" = 1'-0"1FIRST FLOOR HVAC DEMO PLAN
KEYNOTE LEGEND5 DEMOLISH LP REGULATOR AND ASSOCIATED PIPING AS
REQUIRED.
7 DEMOLISH LP PIPING AS SHOWN.
14 DEMOLISH HVAC EQUIPMENT, DUCTWORK, AND PIPING ASREQUIRED. RETURN ALL ITEMS TO THE OWNER THAT MAY BEREUSED. COORDINATE WORK WITH ARCHITECTURAL. VERIFYALL REQUIREMENTS WITH OWNER.
REVISION SCHEDULE
DATE DESCRIPTION BY
T
DH-1
FURNACE
102
WOMENS
103
SERVERY
105
STORAGE
104
ENTRY
100
MENS
101
EXISTING CLASSROOM
200
SG1 / 165
RG1 / 820
TG5 / 245
TG5 / 245
CD3 / 260
CD2 / 205
CD2 / 160
SG1 / 80F-1
8"ø
12
"ø
10
/10
8/8
8/6
8/6
1
M4-11_____________________
CU-1
1/2"ø LP
10
6
6
6
8
EG3 / 350
10/10
EG2 / 200
8"ø
EG1 / 115
12/12
12/12 UP
10/10 UP
TG3 / 80
TG3 / 80
8/8
6/4
10
"ø
ADD ALTERNATE 115
106
STORAGE
107
FAMILY
RESTROOM
108
EXISTING TO
BASEMENT
109
EXISTING
HALLWAY
110
EXISTING
RESIDENCE
EDH-1
1. FIELD VERIFY ALL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
2. ALL EXISTING DUCTWORK, PIPING, EQUIPMENT, ETC. INDICATED ON PLANS ARE BASED ON INFORMATION FROM CONSTRUCTION DOCUMENTS AND FIELD VERIFICATION OF THE EXISTING BUILDING.
3. COORDINATE INSTALLATION OF ALL NEW DUCTW ORK, PIPING, EQUIPMENT, ETC. WITH OTHER TRADES.
SHEET NOTES
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
7/11/2019 2:54:32 PM
M2-11
FIRST FLOOR
HVAC PLAN
22812 Mech R18.rvt
JMH
RKD
07/15/19
RKD
2303
SUAMICO WISCONSIN
650 22812 M2-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
M2-11 FIRST FLOOR HVAC PLAN
KEYNOTE LEGEND6 INSTALL NEW DIFFUSER/GRILLE IN SLOPED CEILING AT
LOCATION DENOTED. (TYPICAL)
8 CONNECT NEW LP PIPING TO EXISTING PIPING. FIELD VERIFYPIPE SIZE AND ROUTING.
10 PROVIDE NEW LP REGULATOR AND ASSOCIATED PIPING ASREQUIRED. FIELD VERIFY CAPACITY REQUIRED FOR NEWREGULATOR.
15 RELOCATE AND RECONNECT EXISTING HVAC EQUIPMENT,DUCTWORK, AND PIPING AS REQUIRED. COORDINATE WORKWITH ARCHITECTURAL. VERIFY ALL REQUIREMENTS WITHOWNER.
1/4" = 1'-0"1FIRST FLOOR HVAC PLAN
REVISION SCHEDULE
DATE DESCRIPTION BY
1
M4-11_____________________
EF-1
IH-1
1. FIELD VERIFY ALL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
2. ALL EXISTING DUCTWORK, PIPING, EQUIPMENT, ETC. INDICATED ON PLANS ARE BASED ON INFORMATION FROM CONSTRUCTION DOCUMENTS AND FIELD VERIFICATION OF THE EXISTING BUILDING.
3. COORDINATE INSTALLATION OF ALL NEW DUCTW ORK, PIPING, EQUIPMENT, ETC. WITH OTHER TRADES.
SHEET NOTES
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
7/11/2019 2:54:33 PM
M2-12
ROOF HVAC PLAN
22812 Mech R18.rvt
JMH
RKD
07/15/19
RKD
2303
SUAMICO WISCONSIN
650 22812 M2-12
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
M2-12 ROOF HVAC PLAN
1/4" = 1'-0"1ROOF HVAC PLAN
REVISION SCHEDULE
DATE DESCRIPTION BY
F/S
S
F
D
G
M
24/12
SUPPLY AIR DUCT DOWN
FIRE/SMOKE DAMPER
SMOKE DAMPER
FIRE DAMPER
MANUAL DAMPER
GRAVITY BACKDRAFT DAMPER
MOTORIZED DAMPER
GALVANIZED STEEL ELBOW
FLEX DUCT(5'-0" MAX. LENGTH
OF ONE BRANCH) GALVANIZED STEEL ELBOW AT DIFFUSER CONNECTION
DIFFUSER
VOLUME DAMPER TAKE-OFF
C
CEILING RADIATION DAMPER
EXISTING DUCTWORK TO REMAIN
DUCTWORK TO BE REMOVED
SUPPLY AIR DUCT UP
BRANCH BALANCINGDAMPER
DUCT SIZE IN FREE AREA
45 DEGREE SHOE-TAP TAKE-OFF
MITERED ELBOWS TURNING VANES
"R"
RETURN AIR DUCT DOWN
EXHAUST OR RETURN AIR INLET
EXHAUST OR RETURN AIR GRILLE
TYPICAL FLEXIBLE DUCT CONNECTION (BEFORE AND AFTER EQUIPMENT)
EXHAUST OR RETURN AIR DUCT UP
NOTE: "R" SHALL BE 1.5 TIME DUCT WIDTH
NOTE: THIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY.
ITEMS SHOWN ARE NOT NECESSARILY USED ON THIS PROJECT.
NOTE: DUCT SIZE; FIRST NUMBER INDICATES DIMENSION OF SIDE SHOWN. THE SECOND NUMBER INDICATES SIDE NOT SHOWN
TYPICAL HVAC ANNOTATION, SYMBOLS, AND DETAIL LEGEND
- DUCTWORK (UNLINED)
- DUCTWORK (LINED)
- RECTANGULAR DUCT SIZEXX/XX
- ROUND DUCT SIZEX"Ø
- FLAT OVAL DUCT SIZEXX/XX"Ø
AHU-# - AIR HANDLING UNIT
- DUCTWORK (EXTERNAL INSULATION)
SD
- CONNECT TO EXISTING
- THERMOSTATT
- TEMPERATURE SENSORTS
- HUMIDITY SENSORH
- DUCT SMOKE DETECTOR
CO - CARBON MONOXIDE SENSOR
CO² - CARBON DIOXIDE SENSOR
NO² - NITROGEN DIOXIDE SENSOR
- PRESSURE SENSORP
SYMBOL LEGEND
DUCTWORK LEGEND
- EXISTING DUCTWORK
- NEW DUCTWORK
- DEMOLISH DUCTWORK
ANNOTATION LEGEND
B-# - BOILER
C-# - CHILLER
CC-# - COOLING COIL
CUH-# - CABINET UNIT HEATER
EB-# - ELECTRIC BASEBOARD
EF-# - EXHAUST FAN (CABINET OR CEILING)
ERV-# - ENERGY RECOVERY VENTILATOR
EWH-# - ELECTRIC WALL HEATER
HVAC-# - HEATING, VENTILATION, AIR CONDITIONER UNIT
L-# - LOUVER
MAU-# - MAKE-UP AIR UNIT
P-# - PUMP
PRV-# - POWER ROOF VENTILATOR
PTAC-# - PACKAGE TERMINAL AIR CONDITIONER
RIH-# - ROOF INTAKE HOOD
RTU-# - ROOF TOP UNIT
UH-# - UNIT HEATER
A.F.F. - ABOVE FINISH FLOOR
EA - EXHAUST AIR
MA - MAKE UP AIR (CONDITIONED)
HRV-# - HEAT RECOVERY VENTILATOR
MS-# - MINISPLIT UNIT
OA - OUTSIDE AIR (UNCONDITIONED)
RA - RETURN AIR
SA - SUPPLY AIR
PIPING LEGEND
- HYDRONIC WATER SUPPLYHWS
N.I.C. - NOT IN CONTRACT
- HYDRONIC WATER RETURNHWR
- LOW PRESSURE STEAMLPS
- CONDENSATE RETURNCD
- CHILLED WATER SUPPLYCWS
- CHILLED WATER RETURNCWR
- NATURAL GAS PIPINGG
- LIQUID PROPANE (LP) PIPINGLP
CU-# - CONDENSING UNIT
EXP-# - EXPANSION TANK
FT-# - FINNED TUBE RADIATION
RRH-# - ROOF RELIEF HOOD
TA - TRANSFER AIR
TG - TRANSFER GRILLE
TO - TRANSFER OPENING
A/150
GRILLE, REGISTER, DIFFUSER TYPE. TYPICAL
DESIGN CFM
GRILLE, REGISTER, DIFFUSER TAGS
A/150
B/RAUNCALCULATED RETURN AIR RATE
C/TAUNCALCULATED TRANSFER AIR RATE
EXTERNAL INSULATED DUCT
LINED DUCTWORK
UNLINED DUCTWORK
EQUIPMENT
ROUND SPIN-IN TAKE-OFF
A/150 EASYSTEM(IF DIFFERENT THAN SA)
FIRST FLOOR101' - 3"
1st FLOOR ROOF110' - 0"
TOP OF FOOTING96' - 0"
2ND FLOOR ROOF120' - 0"
1st FLOOR ROOF110' - 0"
FIRST FLOOR101' - 3"
TOP OF FOOTING96' - 0"
2ND FLOOR ROOF120' - 0"
12
/12
IH-1
12/12
22
/16
RG1 / 820
10/12
EDH-1
17
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
7/11/2019 2:54:35 PM
M4-11
HVAC SCHEDULES
& DETAILS
22812 Mech R18.rvt
JMH
RKD
07/15/19
RKD
2303
SUAMICO WISCONSIN
650 22812 M4-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
M4-11 HVAC SCHEDULES & DETAILS
1/4" = 1'-0"1INTAKE HOOD DETAIL
EXHAUST FAN SCHEDULE
MARK MFG MODEL DRIVE CFM E.S.P. SONES FRPM
ELECTRICAL
WEIGHT W/ACCESSORIES
OPTIONS / ACCESSORIES
NOTESWATTSVOLTAGE /
PH. AMPSGRAVITY
BD DAMPER VARIGREEN
EF-1 GREENHECK G-090-VG DIRECT 480 0.38 6.6 1725 75 W 115-1-60 1.38 25 lb Yes Yes
ROOF HOOD SCHEDULE
MARK MFG MODEL CFM
THROATAREA
(SQ.FT.)
THROATVELOCITY
(FPM) WEIGHT
ACCESSORIES / OPTIONS
NOTESDAMPERMODEL
ROOFCURB
CURBHEIGHT
INSECTSCREEN
IH-1 GREENHECK GRSI-12 480 0.82 585 10 lb WD-410 Yes 12" Yes
FURNACE SCHEDULE
MARK MANUFACTURER LOCATION MODEL
FAN SELECTION HEATING SECTION COOLING SECTION
NOTES
AIR FLOW
ESP (IN)
MAXIMUMINPUTAMPS MOCP
VOLTAGE /PH.
HEATINGINPUT(BTUH)
HEATINGOUTPUT(BTUH) GAS TYPE
EVAPORATORCOIL
COOLINGCAPACITY
(BTUH)SUPPLYOUTSIDE
(MIN.)
F-1 CARRIER FURNACE 102 59SC5B060E14-12 870 50 0.12 7.1 15 115-1-60 60000 58000 L.P. CNPV3117A 23600 PROVIDE EVAPORATOR COILFOR ADD ALTERNATE 01.
AIR COOLED CONDENSING UNIT SCHEDULE
MARK MFG MODEL
CAPACITY (MBH) ELECTRICAL
WEIGHT NOTESCOOLINGVOLTAGE /
PH. MCA MOCP
CU-1 CARRIER 24ABC624A30 23600 208-1-60 17.7 30 147 lb PROVIDE CU-1 FOR ADD ALTERNATE 01.
DIFFUSER, REGISTER, AND GRILLE SCHEDULE
MARK MFG MODEL
SIZE INLETDIAMETER
MOUNTINGFRAME COLOR/FINISH
SYSTEMTYPE DESCRIPTIONLENGTH HEIGHT
CD2 TITUS TDC 24" 24" 8" SURFACE WHITE SA CEILING DIFFUSER
CD3 TITUS TDC 24" 24" 10" SURFACE WHITE SA CEILING DIFFUSER
EG1 TITUS 50F 8" 8" SURFACE WHITE EA EGGCRATE RETURN / EXHAUST GRILLE
EG2 TITUS 50F 10" 10" SURFACE WHITE EA EGGCRATE RETURN / EXHAUST GRILLE
EG3 TITUS 50F 12" 12" SURFACE WHITE EA EGGCRATE RETURN / EXHAUST GRILLE
RG1 TITUS 350RL 14" 12" SURFACE WHITE RA EGGCRATE RETURN / EXHAUST GRILLE
SG1 TITUS 300RL 8" 6" 8" SURFACE WHITE SA SUPPLY SIDEWALL GRILLE
TG3 TITUS 350RL 10" 8" SURFACE WHITE RA RETURN / EXHAUST SIDE WALL GRILLE
TG5 TITUS 350RL 14" 12" SURFACE WHITE RA RETURN / EXHAUST SIDE WALL GRILLE
REVISION SCHEDULE
DATE DESCRIPTION BY
ELECTRIC DUCT HEATER
MARK MFG HEIGHT WIDTHHEATINGDELTA T CFM
VOLTAGE /PHASE WATTS AMPS
EDH-1 GREENHECK 1' - 0" 1' - 0" 60 °F 480 240 V / 1 9000 W 40 A
RESTROOM ADDITION
(3) UNDERGROUND 2" PVC CONDUITS.
LOCATION OF UTILITY METER AND FEEDS TO OTHER PANELS. SEE EXISTING DISCONNECTS DETAIL ON THIS SHEET.
EXISTING PANEL A(IN BASEMENT)
EXISTING PANEL B(IN BASEMENT)
NEW PANEL C
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
7/11/2019 3:15:03 PM
E2-10
ELECTRICAL SITE
PLAN
22812 Elec R18.rvt
CJZ
CAJ
07/15/19
CAJ
SUAMICO WISCONSIN
700 22812 E2-10
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
E2-10 ELECTRICAL SITE PLAN
SHEET NOTES
1. FIELD VERIFY ALL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
2. ALL EXISTING ELECTRICAL EQUIPMENT INDICATED ON PLANS IS BASED ON INFORMATION FROM CONSTRUCTION DOCUMENTS AND FIELD OBSERVATION OF THE EXISTING BUILDING.
3. "X" = INDICATES EXISTING DEVICE TO REMAIN.
4. COORDINATE INSTALLATION OF ALL "NEW" WORK WITH OTHER TRADES.
5. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE COMPATIBLE LIGHTING CONTROL DEVICES ARE SUPPLIED.
6. REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
NOT TO SCALE1ELECTRICAL SITE PLAN
EXISTING MAINTENANCE BUILDING
EXISTING BUILDING
NOT TO SCALE2EXISTING DISCONNECTS DETAIL
REVISION SCHEDULE
DATE DESCRIPTION BY
T
T
DH-1
GFI
GFI
GFI
GFI GFI
GFI
WP
/GF
CI
WP
/GF
CI
PANEL C-15
PANEL C-3
PANEL C-13 PANEL C-11
PANEL C-4
PANEL C-5
PANEL C-7
PANEL C-8
PANEL C-9PANEL C-6
2
1
42"
44"
42"
44" 44"
PANEL C
7
42"
EF-1
P-1
105
SERVERY
100
ENTRY 103
WOMENS
104
STORAGE
102
FURNACE
101
MENS
F-1
CU-1
PANEL C-4
8
PANEL C-19
10
(ON ROOF)
(IN BASEMENT)
8
EXISTING CLASSROOM
200
STORAGE
106
FAMILY RESTROOM
107
EXISTING TO
BASEMENT
108
EXISTING RESIDENCE
110
EXISTING HALLWAY
109
12
12
12
12
14
14
13
13
EDH-1
PANEL C-23
15
PANEL C-24
44"
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/16/2019 7:49:51 AM
E2-11
FIRST FLOOR
POWER PLAN
22812 Elec R18.rvt
CJZ
CAJ
07/15/19
CAJ
SUAMICO WISCONSIN
700 22812 E2-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
E2-11 FIRST FLOOR POWER PLAN
KEYNOTE LEGENDKEY KEYNOTE TEXT
1 EXISTING LOCATION FOR PHONE DATA ENTRY
2 PROVIDE AUDIBLE GFI OUTLET FOR REFRIGERATOR.
7 DEMOLISH ELECTRICAL AND LIGHTING FIXTURES ALONGWALL TO BE DEMOLISHED. COORDINATE RELOCATING ANDRE-ROUTING ANY SWITCHES, LIGHTS, RECEPTACLES ANDCONDUIT TO REMAIN WITH OWN.
8 PROVIDE POWER FOR DOOR HARDWARE AND PUSHBUTTON DOOR OPERATOR EXTERIOR PEDISTAL.COORDINATE CONNECTIONS AND REQUIREMENTS ANDACCESSORIES WITH HARDWARE PROVIDER.
10 ADD ALTERNATE 1 SPACE. MAINTAIN EXISTING LIGHTS,CONTROLS AND POWER FOR THESE AREAS.
12 COORDINATE FINAL LOCATION WITH ARCHITECTURAL.(TYPICAL)
13 COORDINATE FINAL LOCATION WITH MECHANICALCONTRACTOR.
14 COORDINATE FINAL LOCATION WITH PLUMBINGCONTRACTOR.
15 PROVIDE (3) 3/4" SPARE CONDUITS STUBBED UP ABOVECEILING INTO ATTIC SPACE FOR FUTURE.
SHEET NOTES
1. FIELD VERIFY ALL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
2. ALL EXISTING ELECTRICAL EQUIPMENT INDICATED ON PLANS IS BASED ON INFORMATION FROM CONSTRUCTION DOCUMENTS AND FIELD OBSERVATION OF THE EXISTING BUILDING.
3. "X" = INDICATES EXISTING DEVICE TO REMAIN.
4. COORDINATE INSTALLATION OF ALL "NEW" WORK WITH OTHER TRADES.
5. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE COMPATIBLE LIGHTING CONTROL DEVICES ARE SUPPLIED.
6. REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
1/4" = 1'-0"1FIRST FLOOR POW ER PLAN
REVISION SCHEDULE
DATE DESCRIPTION BY
T
T
DH-1
3
3
3
3
OS
OS
OSO
S
OS
OS
PANEL C-1
CCE
C
CEC
C
OAE
OAE
3
BBEB BE
B
BE
B
PANEL C
PANEL C-2
PANEL C-10
5
B
BE
D DE6
ENTRY
100
MENS
101
WOMENS
103
STORAGE
104
SERVERY
105
FURNACE
102
9
9
9
3
10
11
C CE
CCCE
EXISTING CLASSROOM
200
STORAGE
106
FAMILY RESTROOM
107
EXISTING TO
BASEMENT
108
EXISTING HALLWAY
109
EXISTING RESIDENCE
110
N
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
7/11/2019 3:15:05 PM
E3-11
FIRST FLOOR
LIGHTING PLAN
22812 Elec R18.rvt
CJZ
CAJ
07/15/19
CAJ
SUAMICO WISCONSIN
700 22812 E3-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
E3-11 FIRST FLOOR LIGHTING PLAN
1/4" = 1'-0"1FIRST FLOOR LIGHTING PLAN
KEYNOTE LEGENDKEY KEYNOTE TEXT
3 PROVIDE AND UNSWITCHED CIRCUIT FOR EMERGENCYLIGHT FIXTURES (TYPICAL OF ALL "XE" FIXTURES)
5 DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCYSENSOR SHALL BE WATTSTOPPER TYPE DT-300. PROVIDEALL POWER SUPPLIES AND MOUNTING EQUIPMENT ASNEEDED. OCCUPANCY SENSOR SHALL CONTROL ALLLIGHTS IN THE SPACE.(TYPICAL)
6 PROVIDE A WATTSTOPPER TYPE ELCU-200 EMERGENCYCONTROL UNIT FOR THE EMERGENCY LIGHT FIXTURE INTHE SPACE.
9 SOLATUBE PROVIDED BY AND INSTALLED BY OTHERS. SEEARCHITECTURAL FOR DETAILS. (TYPICAL)
10 ADD ALTERNATE 1 SPACE. MAINTAIN EXISTING LIGHTS,CONTROLS AND POWER FOR THESE AREAS.
11 PROVIDE (4) TYPE D FIXTURES TO BE FIELD LOCATED ANDSURFACED MOUNTED IN THE ATTIC. LIGHT FIXTURES TO BECONTROLLED BY A CEILING MOUNTED OCCUPANCYSENSOR TO BE FIELD LOCATED WITH A SWITCH BY THEATTIC ENTRANCE IN THE SOUTH PART OF THE EXPANSION.LIGHT FIXTURES AND CONTROLS TO BE ON THEIR OWNCIRCUIT FROM PANEL C.
SHEET NOTES
1. FIELD VERIFY ALL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
2. ALL EXISTING ELECTRICAL EQUIPMENT INDICATED ON PLANS IS BASED ON INFORMATION FROM CONSTRUCTION DOCUMENTS AND FIELD OBSERVATION OF THE EXISTING BUILDING.
3. "X" = INDICATES EXISTING DEVICE TO REMAIN.
4. COORDINATE INSTALLATION OF ALL "NEW" WORK WITH OTHER TRADES.
5. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE COMPATIBLE LIGHTING CONTROL DEVICES ARE SUPPLIED.
6. REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
REVISION SCHEDULE
DATE DESCRIPTION BY
ELECTRICAL SYMBOL DETAILS
QUAD RECEPT W/LOW VOLTAGE
QUADRECEPTACLE
PHONE OUTLETHDMIPORT
DATA OUTLET
DUPLEX RECEPT W/LOW VOLTAGE
DUPLEXRECEPTACLE
PHONE OUTLET
DATA OUTLET
DUPLEX RECEPT W/ TV
DUPLEXRECEPTACLE
HDMI PORT
COXIAL CABLE
TV
ELECTRICAL SYMBOLS LEGEND
RECEPTACLES SWITCHES
SIMPLEX
DUPLEX
ISOLATED GROUND
TAMPER RESISTANT
WEATHER PROOF W/GFI
GROUND FAULT INTERRUPT
HIGH VOLTAGE
SPLIT WIRE
DOUBLE DUPLEX
220 VOLT
SPECIAL PURPOSE
SINGLE POLE
DOUBLE POLE
3-WAY
4-WAY
EMERGENCY
FAN
KEY OPERATED
LOW VOLTAGE
PILOT LIGHT
TIMER
CIRCUIT BREAKER
DIMMER
MOMENTARY CONTACT
OCCUPANCY SENSOR-WALL
OCCUPANCY SENSOR-CLG
PHOTO CELL
MISC. POWER SYMBOLS
DISCONNECT
CLOCK
ELECT. CONTROLLED VALVE
FUSESTAT
HAND DRYER
HAIR DRYER
HEATER
JUNCTION BOX
MOTOR
RELAY
SOLENOID VALVE
MOTOR STARTER
FIRE PROTECTION SYSTEM
FIRE ALARM CONTROL PANEL
FIRE ALARM ANNUNCIATOR PNL
SMOKE DETECTOR
HEAT DETECTOR
HORN STROBE
HORN ONLY
STROBE ONLY (C FOR CLG MTD)
SPKR STROBE (C FOR CLG MTD)
EXTERIOR HORN W/ STROBE
MINI HORN
ANSUL TIE
SPRINKLER TAMPER SWITCH
SPRINKLER FLOW SWITCH
WALL SPEAKER - FIRE
CEILING SPEAKER - FIRE
MAGNETIC DOOR HOLDER
MANUAL PULL STATION
NURSE CALL SYSTEM
NURSE CONTROL PANEL
DOME LIGHT
DUTY STATION
COMMUNICATIONS
DATA JACK
TELEVISION JACK
SPEAKER - CEILING
SPEAKER - WALL
SECURITY
DOOR ALARM ANNUNCIATOR
ADA DOOR OPERATOR
CAMERA
CARD READER - ELECTRONIC
DOOR SECURITY MONITOR
KEY CARD PAD
PUSH BUTTON
ELECTRICAL PANELS
FLUSH MOUNT PANELBOARD
SURFACE MT PANELBOARD
PHONE SYSTEMIG
TR
W P
GFI
2
3
4
E
F
K
LV
P
T
CB
D
MC
OS
PC
C
F
D
H
H
J
R
FACP
FAAP
F
S
F
M
A
TS
FS
W S
S
F
ND
T
S
FA
F
S
P
SEC
DAA
P1
PHONE
ADDRESSABLE INPUT MODULEAIM
AREA OF RESCUE-CALLR
TELEPHONE JACK
DATA/VOICE JACK
COUNTERTOP RECEPTACLECTR
ILLUMINATED HANDLE H
MOTORM
SPEED CONTROLLER SC
SPRING WOUND TIMERW
WEATHER PROOFW P
MOTOR WITH DISCONNECT
3-BUTTON SWITCH
THERMOSTATT
B BELL
BUZZER
FLOOR DATA JACK
INTERCOMIC
M MICROPHONE
SPEAKER/CLOCK
TIME CLOCKTC
V
FAN
ABORT SWITCH
ADDRESSABLE OUTPUT MOD.AOM
CBELL-CHIME
EOLD END OF LINE RESISTOR
N
Z ZONE LIGHT
NCP
STAFF STATION SS
NURSE/TOILET STATION N
CR
ELECTRIC LOCKDL
K
SECURITY ALARM HORN
OS
SD DUCT-TYPE SMOKE DETECTOR
COMBINATION STARTER & DISCCEILING MOUNTED RECPT
FLOOR BOX RECEPTACLE
USB CHARGING STATION
COMBO RECEPTACLE / USBUSB
OCC SENSOR-POWER PACKPP
P1
CEILING MOUNTED SP RECPT
FIRE/SMOKE DAMPERF/S
SMOKE DAMPERS
WIRELESS ACCESS POINTW iFi
CONTROLLED RECEPTACLECR
ACS ACCESS CONTROLLED DOOR
FUSED DISCONNECT
C
S C
LOW VOLTAGE SWITCH / TYPEL?
TAG DESCRIPTIONS
LIGHTING SCENARIO
KEYNOTE
LS?
#
FIRE ALARM
FIRE FIRE
48
" M
AX
(N
FP
A,
AD
A)
42
" M
IN (
NF
PA
)
TO
P O
F P
UL
L
SYNCHRONIZE MORE
THAN TWO APPLIANCES
IN ANY FIELD OF VIEW.
A/C
SUPPLY
DIFFUSER
CEILING
AU
DIB
LE
80
" M
IN (
IBC
)
90
" M
AX
(IB
C)
AB
OV
E F
INIS
HE
D F
LO
OR
4"
4"
12
" (M
AX
)
WALL MOUNTED
SMOKE/HEAT
DETECTOR
NEVER INSTALL HEAT
IN SHADED AREA
FINISHED WALL
3'-0" MIN
CEILING MOUNTED
SMOKE/HEAT
DETECTOR
DOOR WIDTH LESS 3"
5"
MAGNETIC DOOR HOLDER
MANUAL
PULL STATION
FIRE
PHONE
JACK
FINISHED FLOOR
AUDIO/VISUAL
& VISUAL ONLY
DEVICES
.
7'-6
" (M
IN.)
-8'-6
" (M
AX
.)
EMERGENCY FIXTURE
EXIT FIXTURE-BACK
MOUNTED BOTTOM OF EXIT
SIGN TO BE 4" ABOVE TOP
OF DOOR FRAME
EXIT FIXTURE-CEILING MOUNTED
EXIT FIXTURE-END MOUNTED
TO EXIT DOOR
5' MAX
VISUAL APPLIANCE MOUNTING HEIGHT IN SLEEPING ROOMS1. MIN DISTANCE IN SLEEPING ROOMS IS 24" FROM CEILING TO TOP
OF LENS FOR 110cd STROBES WITHIN 16' OF PILLOW2. 177cd STROBES, USED IN SLEEPING ROOMS, CAN BE WITHIN THE
24" MINIMUM DISTANCE FROM THE CEILING, THE HIGHER INTENSITY IS TO COMPENSATE FOR A POSSIBLE SMOKE LAYER
FOR CEILING HEIGHTS LESS THAN 86"THE VISUAL LENS MOUNTING HEIGHTSHALL BE WITHIN 6" OF THE CEILING.
FIRE
AUDIBLE
ONLY
NFPA 72 AUDIBLE APPLIANCE
6" MIN BELOW FINISHED CEILING
90
" M
IN A
BO
VE
FIN
ISH
ED
FL
OO
RO
R A
PP
RO
VE
D F
RO
M A
HJ
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
7/11/2019 3:15:07 PM
E4-11
ELECTRICAL
SYMBOLS LISTS
AND MOUNTING
HEIGHTS DETAIL
22812 Elec R18.rvt
CJZ
CAJ
07/15/19
CAJ
SUAMICO WISCONSIN
700 22812 E4-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
E4-11 ELECTRICAL SYMBOLS LISTS AND MOUNTING HEIGHTS DETAIL
NOT TO SCALE1ELECTRICAL SYMBOLS DETAILS
NOT TO SCALE2TYPICAL MOUNTING HEIGHTS
REVISION SCHEDULE
DATE DESCRIPTION BY
ELECTRICAL SPECIFICATIONS1. BASIC ELECTRICAL REQUIREMENTS
A. THE ELECTRICAL CONTRACT INSTALLATION SHALL INCLUDE A COMPLETE ELECTRICAL INSTALLATION OF INSIDE UTILITIES FOR THE BUILDING. ALL CONDUIT, FIXTURES AND EQUIPMENT HEREIN SPECIFIED, MENTIONED OR SHOWN ON DRAWINGS, SHALL BE FURNISHED AND INSTALLED IN PLACE, CONNECTED UP AND READY FOR NORMAL OPERATION EXCEPT FOR SUCH ITEMS AS ARE SPECIFICALLY MENTIONED TO BE FURNISHED BY OTHERS.
B. THE ELECTRICAL INSTALLATION SHALL MEET ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND STANDARDS. ALL PERMITS NECESSARY FOR A COMPLETE ELECTRICAL INSTALLATION SHALL BE PAID FOR BY THIS CONTRACTOR.
C. ALL INSTALLATION OF ELECTRICAL EQUIPMENT WIRING SHALL BE INSPECTED BY THE AUTHORITY HAVING JURISDICTION. ALLOWANCE SHALL BE MADE IN THE BID AND CONTRACT FOR THE COST OF SUCH INSPECTION.
D. FURNISH PRODUCTS LISTED BY UNDERWRITERS LABORATORIES, INC. OR OTHER TESTING FIRM ACCEPTABLE TO AUTHORITY HAVING JURISDICTION.
E. THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS ON THIS JOB. ANY CONFLICT WHICH CANNOT BE RESOLVED SHALL BE SETTLED BY THE ARCHITECT/ENGINEER.
F. FIELD VERIFICATION OF SCALE DIMENSIONS ON PLANS IS DIRECTED SINCE ACTUAL LOCATIONS, DISTANCES AND LEVELS WILL BE GOVERNED BY ACTUAL FIELD CONDITIONS.
G. THE CONTRACTORS SHALL CHECK ARCHITECTURAL, STRUCTURAL, PLUMBING, HEATING, VENTILATING AND ELECTRICAL PLANS TO AVERT POSSIBLE INSTALLATION CONFLICTS. SHOULD CHANGES FROM ORIGINAL PLANS BE NECESSARY TO RESOLVE SUCH CONFLICTS THIS CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AND SECURE WRITTEN APPROVAL AND AGREEMENT ON NECESSARY ADJUSTMENTS BEFORE THE INSTALLATION IS STARTED.
H. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND WORKING OF EVERYTHING IN THIS CONTRACT AND SHALL GUARANTEE TO REMEDY FREE OF CHARGE ANY DEFECTS IN WORKMANSHIP AND MATERIALS THAT MAY APPEAR TO GIVE OR GIVES RISE TO TROUBLE OF ANY KIND FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL SUBSTANTIAL COMPLETION.
2. MINOR ELECTRICAL DEMOLITIONA. DEMOLITION DRAWINGS ARE BASED ON CASUAL FIELD OBSERVATION AND EXISTING RECORD DOCUMENTS.B. VERIFY THAT ABANDONED WIRING AND EQUIPMENT SERVE ONLY ABANDONED FACILITIES.C. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION.
WHEN W ORK MUST BE PERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS. FOLLOW ALL FACILITY SAFETY RULES AND COMPLY WITH NFPA 70E REQUIREMENTS.
D. DISCONNECT ABANDONED OUTLETS AND REMOVE DEVICES. E. DISCONNECT AND REMOVE ABANDONED LUMINAIRES. REMOVE BRACKETS, STEMS, HANGERS, AND OTHER ACCESSORIES.F. REMOVE ALL CONDUIT AND W IRING, INCLUDING CONNECTORS AND MOUNTING ACCESSORIES BACK TO SOURCE FOR ALL
EQUIPMENT SCHEDULED FOR REMOVAL.G. MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS THAT REMAIN ACTIVE. MODIFY INSTALLATION OR PROVIDE
ACCESS PANEL AS APPROPRIATE.3. LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
A. DO NOT USE CONDUCTORS AND CABLES FOR APPLICATIONS OTHER THAN AS PERMITTED BY NFPA 70 AND PRODUCT LISTING.B. PROVIDE SINGLE CONDUCTOR BUILDING WIRE INSTALLED IN SUITABLE RACEWAY UNLESS OTHERWISE INDICATED,
PERMITTED, OR REQUIRED.C. NONMETALLIC-SHEATHED CABLE, UNDERGROUND FEEDER AND BRANCH-CIRCUIT CABLE, SERVICE ENTRANCE CABLE, AND
ARMORED CABLE IS NOT PERMITTED.D. METAL-CLAD CABLE IS PERMITTED ONLY AS FOLLOWS:
a. WHERE CONCEALED ABOVE ACCESSIBLE CEILINGS FOR FINAL CONNECTIONS FROM JUNCTION BOXES TO LUMINAIRES.E. PROVIDE COPPER CONDUCTORS ONLY. ALUMINUM CONDUCTORS ARE NOT ACCEPTABLE FOR THIS PROJECT. CONDUCTOR
SIZES INDICATED ARE BASED ON COPPER.F. MINIMUM CONDUCTOR SIZE:
a. BRANCH CIRCUITS: 12 AWG.• EXCEPTIONS:
1. 20 A, 120 V CIRCUITS LONGER THAN 75 FEET (23 M): 10 AWG, FOR VOLTAGE DROP.2. 20 A, 120 V CIRCUITS LONGER THAN 150 FEET (46 M): 8 AWG, FOR VOLTAGE DROP.
G. MAINTAIN SEPARATION OF CLASS 1, CLASS 2, AND CLASS 3 REMOTE-CONTROL, SIGNALING, AND POWER-LIMITED CIRCUITS IN ACCORDANCE WITH NFPA 70.
H. COMMON NEUTRALS: UNLESS OTHERWISE INDICATED, SHARING OF NEUTRAL/GROUNDED CONDUCTORS AMONG SINGLE PHASE BRANCH CIRCUITS OF DIFFERENT PHASES INSTALLED IN THE SAME RACEWAY IS NOT PERMITTED. PROVIDE DEDICATED NEUTRAL/GROUNDED CONDUCTOR FOR EACH INDIVIDUAL BRANCH CIRCUIT.
4. GROUNDING AND BONDING FOR ELECTRICAL SYSTEMSA. EXISTING WORK: WHERE EXISTING GROUNDING AND BONDING SYSTEM COMPONENTS ARE INDICATED TO BE REUSED, THEY
MAY BE REUSED ONLY WHERE THEY ARE FREE FROM CORROSION, INTEGRITY AND CONTINUITY ARE VERIFIED, AND WHERE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION.
B. PROVIDE CONNECTION TO REQUIRED AND SUPPLEMENTAL GROUNDING ELECTRODES INDICATED TO FORM GROUNDING ELECTRODE SYSTEM.a. PROVIDE CONTINUOUS GROUNDING ELECTRODE CONDUCTORS WITHOUT SPLICE OR JOINT.b. INSTALL GROUNDING ELECTRODE CONDUCTORS IN RACEWAY WHERE EXPOSED TO PHYSICAL DAMAGE. BOND
GROUNDING ELECTRODE CONDUCTOR TO METALLIC RACEWAYS AT EACH END WITH BONDING JUMPER.C. PROVIDE BONDING FOR EQUIPMENT GROUNDING CONDUCTORS, EQUIPMENT GROUND BUSSES, METALLIC EQUIPMENT
ENCLOSURES, METALLIC RACEWAYS AND BOXES, DEVICE GROUNDING TERMINALS, AND OTHER NORMALLY NON-CURRENT-CARRYING CONDUCTIVE MATERIALS ENCLOSING ELECTRICAL CONDUCTORS/EQUIPMENT OR LIKELY TO BECOME ENERGIZED AS INDICATED AND IN ACCORDANCE WITH NFPA 70.
D. WHERE CIRCUIT CONDUCTOR SIZES ARE INCREASED FOR VOLTAGE DROP, INCREASE SIZE OF EQUIPMENT GROUNDING CONDUCTOR PROPORTIONALLY IN ACCORDANCE WITH NFPA 70.
5. CONDUITA. UNLESS OTHERWISE INDICATED AND WHERE NOT OTHERWISE RESTRICTED, USE THE CONDUIT TYPES INDICATED FOR THE
SPECIFIED APPLICATIONS. WHERE CONDUIT TYPE FOR A PARTICULAR APPLICATION IS NOT SPECIFIED, USE GALVANIZED STEEL RIGID METAL CONDUIT.
B. UNDERGROUND:a. UNDER SLAB ON GRADE: USE RIGID PVC CONDUIT (SCHEDULE 40).b. WHERE RIGID POLYVINYL (PVC) CONDUIT LARGER THAN 2 INCH (53 MM) TRADE SIZE IS PROVIDED, USE GALVANIZED STEEL
RIGID METAL CONDUIT ELBOWS FOR BENDS.C. CONCEALED WITHIN MASONRY WALLS: USE GALVANIZED STEEL RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT
(IMC), OR ELECTRICAL METALLIC TUBING (EMT).D. CONCEALED WITHIN HOLLOW STUD WALLS: USE GALVANIZED STEEL RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT
(IMC), OR ELECTRICAL METALLIC TUBING (EMT).E. CONCEALED ABOVE ACCESSIBLE CEILINGS: USE GALVANIZED STEEL RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT
(IMC), OR ELECTRICAL METALLIC TUBING (EMT).F. INTERIOR, DAMP OR WET LOCATIONS: USE GALVANIZED STEEL RIGID METAL CONDUIT OR INTERMEDIATE METAL CONDUIT
(IMC).G. EXPOSED, INTERIOR, NOT SUBJECT TO PHYSICAL DAMAGE: USE GALVANIZED STEEL RIGID METAL CONDUIT, INTERMEDIATE
METAL CONDUIT (IMC), OR ELECTRICAL METALLIC TUBING (EMT).H. EXPOSED, INTERIOR, SUBJECT TO PHYSICAL DAMAGE: USE GALVANIZED STEEL RIGID METAL CONDUIT OR INTERMEDIATE
METAL CONDUIT (IMC).I. EXPOSED, EXTERIOR: USE GALVANIZED STEEL RIGID METAL CONDUIT OR INTERMEDIATE METAL CONDUIT (IMC).J. MINIMUM CONDUIT SIZE, UNLESS OTHERWISE INDICATED:
a. BRANCH CIRCUITS: 3/4 INCH (16 MM) TRADE SIZE.b. BRANCH CIRCUIT HOMERUNS: 3/4 INCH (21 MM) TRADE SIZE.c. UNDERGROUND, INTERIOR: 3/4 INCH (21 MM) TRADE SIZE.d. UNDERGROUND, EXTERIOR: 1 INCH (27 MM) TRADE SIZE.
K. PROVIDE INDEPENDENT SUPPORT FROM BUILDING STRUCTURE. DO NOT PROVIDE SUPPORT FROM PIPING, DUCTWORK, OR OTHER SYSTEMS.
L. WHERE RIGID POLYVINYL (PVC) CONDUIT IS PROVIDED, TRANSITION TO GALVANIZED STEEL RIGID METAL CONDUIT WHERE EMERGING FROM UNDERGROUND.
M. TELECOMMUNICATIONS CONDUIT:a. PROVIDE 3/4" EMPTY CONDUIT WITH PROPER MUD RING OR BOX STUBBED UP INTO CORRIDOR CEILING SPACE FOR ALL
VOICE, DATA, AND TELEVISION LOCATIONS.6. IDENTIFICATION FOR ELECTRICAL SYSTEMS
A. USE IDENTIFICATION NAMEPLATE TO IDENTIFY EACH PIECE OF ELECTRICAL DISTRIBUTION AND CONTROL EQUIPMENT AND ASSOCIATED SECTIONS, COMPARTMENTS, AND COMPONENTS.
B. USE IDENTIFICATION NAMEPLATE AT EACH PIECE OF SERVICE EQUIPMENT TO IDENTIFY THE AVAILABLE FAULT CURRENT AND THE DATE CALCULATIONS WERE PERFORMED.
C. ARC FLASH HAZARD WARNING LABELS: USE WARNING LABELS TO IDENTIFY ARC FLASH HAZARDS FOR ELECTRICAL EQUIPMENT, SUCH AS SWITCHBOARDS, PANELBOARDS, INDUSTRIAL CONTROL PANELS, METER SOCKET ENCLOSURES, AND MOTOR CONTROL CENTERS THAT ARE LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED.
D. USE IDENTIFICATION LABEL OR ENGRAVED W ALLPLATE TO IDENTIFY SERVING BRANCH CIRCUIT FOR ALL RECEPTACLES.7. LIGHTING CONTROL DEVICES
A. ALL OCCUPANCY SENSORS:a. DESCRIPTION: FACTORY-ASSEMBLED COMMERCIAL SPECIFICATION GRADE DEVICES FOR INDOOR USE CAPABLE OF
SENSING BOTH MAJOR MOTION, SUCH AS W ALKING, AND MINOR MOTION, SUCH AS SMALL DESKTOP LEVEL MOVEMENTS, ACCORDING TO PUBLISHED COVERAGE AREAS, FOR AUTOMATIC CONTROL OF LOAD INDICATED.
b. OPERATION: UNLESS OTHERWISE INDICATED, OCCUPANCY SENSOR TO TURN LOAD ON WHEN OCCUPANT PRESENCE IS DETECTED AND TO TURN LOAD OFF WHEN NO OCCUPANT PRESENCE IS DETECTED DURING AN ADJUSTABLE TURN-OFF DELAY TIME INTERVAL.
c. OCCUPANCY SENSOR LOCATIONS:• LOCATION ADJUSTMENTS: LOCATIONS INDICATED ARE DIAGRAMMATIC AND ONLY INTENDED TO INDICATE WHICH
ROOMS OR AREAS REQUIRE DEVICES. PROVIDE QUANTITY AND LOCATIONS AS REQUIRED FOR COMPLETE COVERAGE OF RESPECTIVE ROOM OR AREA BASED ON MANUFACTURER'S RECOMMENDATIONS FOR INSTALLED DEVICES.
B. OUTDOOR PHOTO CONTROLS:a. LOCKING RECEPTACLE-MOUNTED OUTDOOR PHOTO CONTROLS
• DESCRIPTION: PLUG-IN LOCKING TYPE PHOTO CONTROL UNIT COMPLYING WITH ANSI C136.10 FOR MOUNTING ON A COMPATIBLE RECEPTACLE, LISTED AND LABELED AS COMPLYING WITH UL 773.
• LIGHT LEVEL ACTIVATION: 1 TO 3 FOOTCANDLES (10.8 TO 32.3 LUX) TURN-ON AND 1.5 TO 1 TURN-OFF TO TURN-ON RATIO WITH INSTANT TURN-ON AND DELAYED TURN-OFF.
• VOLTAGE: AS REQUIRED TO CONTROL THE LOAD INDICATED ON THE DRAWINGS.• FAILURE MODE: FAILS TO THE ON POSITION.
8. LOW-VOLTAGE TRANSFORMERSA. DESCRIPTION: FACTORY-ASSEMBLED, DRY TYPE TRANSFORMERS FOR 60 HZ OPERATION DESIGNED AND MANUFACTURED IN
ACCORDANCE WITH NEMA ST 20 AND LISTED AND LABELED BY UNDERWRITERS LABORATORIES INC. AS SUITABLE FOR THE PURPOSE SPECIFIED AND INDICATED.
B. SELF-COOLED, TWO WINDING TRANSFORMERS LISTED AND LABELED AS COMPLYING WITH UL 506 OR UL 1561; RATINGS AS INDICATED ON THE DRAWINGS.
C. PRIMARY VOLTAGE: 480 VOLTS DELTA, 3 PHASE.D. SECONDARY VOLTAGE: 208Y/120 VOLTS, 3 PHASE.E. INSULATION SYSTEM AND ALLOWABLE AVERAGE WINDING TEMPERATURE RISE:
a. 15 KVA AND LARGER: CLASS 220 DEGREES C INSULATION SYSTEM WITH 150 DEGREES C AVERAGE WINDING TEMPERATURE RISE.
F. COIL CONDUCTORS: CONTINUOUS ALUMINUM OR COPPER WINDINGS WITH TERMINATIONS BRAZED OR WELDED.G. ENERGY EFFICIENCY: STANDARD EFFICIENCY COMPLYING WITH NEMA TP 1.
9. PANELBOARDSA. COORDINATE THE WORK WITH OTHER TRADES TO AVOID PLACEMENT OF DUCTWORK, PIPING, EQUIPMENT, OR OTHER
POTENTIAL OBSTRUCTIONS WITHIN THE DEDICATED EQUIPMENT SPACES AND WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT REQUIRED BY NFPA 70.
B. PROVIDE PANELBOARDS WITH LISTED SHORT CIRCUIT CURRENT RATING NOT LESS THAN THE AVAILABLE FAULT CURRENT AT THE INSTALLED LOCATION AS INDICATED ON THE DRAWINGS.
C. FUTURE PROVISIONS: PREPARE ALL UNUSED SPACES FOR FUTURE INSTALLATION OF DEVICES INCLUDING BUSSING, CONNECTORS, MOUNTING HARDW ARE AND ALL OTHER REQUIRED PROVISIONS.
D. BUSSING:a. PHASE AND NEUTRAL BUS MATERIAL: COPPER.b. GROUND BUS MATERIAL: COPPER.
E. CIRCUIT BREAKERS: THERMAL MAGNETIC BOLT-ON TYPE UNLESS OTHERWISE INDICATED.F. PROVIDE SURFACE-MOUNTED OR FLUSH-MOUNTED ENCLOSURES AS INDICATED.G. PROVIDE CIRCUIT BREAKERS WITH INTERRUPTING CAPACITY AS REQUIRED TO PROVIDE THE SHORT CIRCUIT CURRENT
RATING INDICATED, BUT NOT LESS THAN:a. 10,000 RMS SYMMETRICAL AMPERES AT 240 VAC OR 208 VAC.
H. MULTI-POLE CIRCUIT BREAKERS: FURNISH WITH COMMON TRIP FOR ALL POLES.I. DO NOT USE TANDEM CIRCUIT BREAKERS.J. PROVIDE FILLER PLATES TO COVER UNUSED SPACES IN PANELBOARDS.K. PROVIDE A TYPE-WRITTEN DIRECTORY.
10. WIRING DEVICESA. FOR SINGLE RECEPTACLES INSTALLED ON AN INDIVIDUAL BRANCH CIRCUIT, PROVIDE RECEPTACLE WITH AMPERE RATING
NOT LESS THAN THAT OF THE BRANCH CIRCUIT.B. PROVIDE WEATHER RESISTANT GFI RECEPTACLES WITH SPECIFIED WEATHERPROOF COVERS FOR ALL RECEPTACLES
INSTALLED OUTDOORS OR IN DAMP OR WET LOCATIONS.C. ALL WIRING DEVICES: [WHITE] WITH [WHITE] NYLON WALL PLATE UNLESS OTHERW ISE INDICATED.D. STANDARD WALL SWITCHES: INDUSTRIAL SPECIFICATION GRADE, 20 A, 120/277 V WITH STANDARD TOGGLE TYPE SWITCH
ACTUATOR AND MAINTAINED CONTACTS; SINGLE POLE SINGLE THROW, DOUBLE POLE SINGLE THROW, THREE WAY, OR FOUR WAY AS INDICATED ON THE DRAWINGS.
E. STANDARD CONVENIENCE RECEPTACLES: INDUSTRIAL SPECIFICATION GRADE, 20A, 125V, NEMA 5-20R[<>]; SINGLE OR DUPLEX AS INDICATED ON THE DRAWINGS.
F. MOUNTING HEIGHTS: UNLESS OTHERWISE INDICATED, AS FOLLOWS:a. WALL SWITCHES: 46 INCHES ABOVE FINISHED FLOOR TO CENTER OF BOX.b. RECEPTACLES: 20 INCHES ABOVE FINISHED FLOOR TO CENTER OF BOX OR 6 INCHES (150 MM) ABOVE COUNTER.
G. UNLESS OTHERWISE INDICATED, GFI RECEPTACLES MAY BE CONNECTED TO PROVIDE FEED-THROUGH PROTECTION TO DOWNSTREAM DEVICES. LABEL SUCH DEVICES TO INDICATE THEY ARE PROTECTED BY UPSTREAM GFI PROTECTION.
11. ENCLOSED SWITCHESA. SOURCE LIMITATIONS: FURNISH ENCLOSED SWITCHES AND ASSOCIATED COMPONENTS PRODUCED BY THE SAME
MANUFACTURER AS THE OTHER ELECTRICAL DISTRIBUTION EQUIPMENT USED FOR THIS PROJECT AND OBTAINED FROM A SINGLE SUPPLIER.
B. DESCRIPTION: QUICK-MAKE, QUICK-BREAK, ENCLOSED SAFETY SWITCHES COMPLYING WITH NEMA KS 1, TYPE HD (HEAVY DUTY), AND LISTED AND LABELED AS COMPLYING WITH UL 98; RATINGS, CONFIGURATIONS, AND FEATURES AS INDICATED ON THE DRAWINGS.
C. HORSEPOWER RATING: SUITABLE FOR CONNECTED LOAD.D. PROVIDE VIEWING WINDOWS IN COVER.
12. INTERIOR LIGHTINGA. ANY DEVIATION FROM WHAT IS CALLED OUT IN THE LIGHT FIXTURE SCHEDULE REQUIRES PRIOR APPROVAL FROM THE
ENGINEER.a. PROVIDE CUT SHEETS AND PHOTOMETRICS.
B. UNLESS OTHERWISE INDICATED, PROVIDE COMPLETE LUMINAIRES INCLUDING LAMP(S) AND ALL SOCKETS, BALLASTS, REFLECTORS, LENSES, HOUSINGS AND OTHER COMPONENTS REQUIRED TO POSITION, ENERGIZE AND PROTECT THE LAMP AND DISTRIBUTE THE LIGHT.
C. LUMINAIRES RECESSED IN INSULATED CEILINGS: LISTED AND LABELED AS IC-RATED, SUITABLE FOR DIRECT CONTACT WITH INSULATION AND COMBUSTIBLE MATERIALS.
D. EMERGENCY LIGHTINGa. DESCRIPTION: EMERGENCY LIGHTING UNITS COMPLYING WITH NFPA 101 AND ALL APPLICABLE STATE AND LOCAL CODES,
AND LISTED AND LABELED AS COMPLYING WITH UL 924.b. OPERATION: UPON INTERRUPTION OF NORMAL POWER SOURCE OR BROWNOUT CONDITION EXCEEDING 20 PERCENT
VOLTAGE DROP FROM NOMINAL, SOLID-STATE CONTROL AUTOMATICALLY SWITCHES CONNECTED LAMPS TO INTEGRAL BATTERY POWER FOR MINIMUM OF 90 MINUTES OF RATED EMERGENCY ILLUMINATION, AND AUTOMATICALLY RECHARGES BATTERY UPON RESTORATION OF NORMAL POWER SOURCE.
E. EXIT SIGNSa. ALL EXIT SIGNS: INTERNALLY ILLUMINATED WITH LEDS UNLESS OTHERWISE INDICATED; COMPLYING WITH NFPA 101 AND
ALL APPLICABLE STATE AND LOCAL CODES, AND LISTED AND LABELED AS COMPLYING WITH UL 924.F. DO NOT USE CEILING SUPPORT SYSTEM TO BEAR WEIGHT OF LUMINAIRES UNLESS CEILING SUPPORT SYSTEM IS CERTIFIED
AS SUITABLE TO DO SO.G. INSTALL ACCESSORIES FURNISHED WITH EACH LUMINAIRE.
13. EXTERIOR LIGHTINGA. FURNISH PRODUCTS AS INDICATED IN LUMINAIRE SCHEDULE INCLUDED ON THE DRAWINGS.B. UNLESS OTHERWISE INDICATED, PROVIDE COMPLETE LUMINAIRES INCLUDING LAMP(S) AND ALL SOCKETS, BALLASTS,
REFLECTORS, LENSES, HOUSINGS AND OTHER COMPONENTS REQUIRED TO POSITION, ENERGIZE AND PROTECT THE LAMP AND DISTRIBUTE THE LIGHT.
C. PROVIDE LUMINAIRES LISTED AND LABELED AS SUITABLE FOR WET LOCATIONS UNLESS OTHERWISE INDICATED.
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
7/11/2019 3:15:07 PM
E4-12
ELECTRICAL
SPECIFICATIONS
22812 Elec R18.rvt
CJZ
CAJ
07/15/19
CAJ
SUAMICO WISCONSIN
700 22812 E4-12
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
E4-12 ELECTRICAL SPECIFICATIONS
REVISION SCHEDULE
DATE DESCRIPTION BY
EXISTING UTILITYTRANSFORMER
120/240 VOLT1 PHASE SECONDARY
EXISTING UTILITY METER
EXISTINGRESIDENCE
DISC
100 AMP1 PHASE
EXISTINGNATURE CENTER
DISC
200 AMP1 PHASE
EXISTINGBARNDISC
100 AMP1 PHASE
EXISTING
PANEL B
200 AMP MAIN BREAKER
42 SPACE120/240 VOLT1 PHASE, 3WSURFACE MT
EXISTING
PANEL A
100 AMP MAIN BREAKER
42 SPACE120/240 VOLT1 PHASE, 3WSURFACE MT
QO
MAINT.SHOP
MAINT.SHOP
EXISTINGBUILDING
EXISTINGBUILDING
EXISTING
PANEL A
200 AMP MAIN BREAKER
42 SPACE120/240 VOLT1 PHASE, 3WSURFACE MT
NEW
PANEL C
100 AMP MAIN BREAKER
42 SPACE120/240 VOLT1 PHASE, 3WSURFACE MT
QO
(3) #2 WITH#8 GROUNDIN 1" CONDUIT
FUTURE
BARN FEED
01
/2"
1"
2"
1/4
"
PROJECT NO.
FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
TITLE
SHEET
PROJECT
REVIEWED BY
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.
9/16/2019 7:49:52 AM
E5-11
POWER PANEL
BOARDS,
ELECTRICAL
RISER AND
SCHEDULES
22812 Elec R18.rvt
CJZ
CAJ
07/15/19
CAJ
SUAMICO WISCONSIN
700 22812 E5-11
19-22812
BARKHAUSEN
RESTROOM
ADDITION
BROWN COUNTY
E5-11 POWER PANEL BOARDS, ELECTRICAL RISER AND SCHEDULES
ELECTRICAL EQUIPMENT SCHEDULE
ITEM# DESCRIPTION
POWER REQUIREMENTS
LOCATION PNL - CKTMINIMUM COUNDUIT,WIRE # - SIZE, GND
STARTER DISCONNECT
NOTESHP VOLTS POLES AMPS VA TYPE BY TYPE BY
CU-1 AIR COOLEDCONDESING UNIT
240 V 2 17.7 A 4248 VA EXTERIOR PANEL C - 16,18 3/4"C, 2- #10's, #10GND (none) WU NF EC PART OF ALTERNATE 01.
F-1 FURNACE 120 V 1 7.1 A 852 VA FURNACE 102 PANEL C - 12 3/4"C, 2- #12's, #12GND (none) WU NF EC
EF-1 EXHAUST FAN 120 V 1 0.0 A 75 VA ROOF PANEL C - 14 3/4"C, 2- #12's, #12GND (none) (none) NF EC LOCATED ON ROOF COORDINATE WITH MECHANICAL
P-1 PUMP 120 V 1 0.4 A 39 VA PANEL C - 17 3/4"C, 2- #12's, #12GND (none) (none) (none) (none) LOCATED IN BASEMENT COORDINATE WITH MECHANICAL
EDH-1 ELECTRIC DUCTHEATER
240 V 2 40.0 A 9600 VA STORAGE 104 PANEL C - 20,22 3/4"C, 2- #8's, #10GND (none) WU NF EC
STARTERCONTRACTOR
LIST:
EC ELECTRICAL CONTRACTOR
ES EQUIPMENT SUPPLIER
MC MECHANICAL CONTRACTOR
WU WITH UNIT
ABBREVIATIONLIST:
COMB COMBINATION STARTER
MAG MAGNETIC STARTER
MAN MANUAL STARTER
SS SOFT STARTER
VFD VARIABLE FREQUENCY DRIVE
1 PROVIDE A GFI BREAKER FOR THIS CIRCUIT
NOTE:
Total Amps: 75 A 86 A
Total Load: 9024 VA 10296 VA
41 SPARE 20 A 1 0 0 1 20 A SPARE 42
39 SPARE 20 A 1 0 0 1 20 A SPARE 40
37 SPARE 20 A 1 0 0 1 20 A SPARE 38
35 SPARE 20 A 1 0 0 1 20 A SPARE 36
33 SPARE 20 A 1 0 0 1 20 A SPARE 34
31 SPARE 20 A 1 0 0 1 20 A SPARE 32
29 SPARE 20 A 1 0 0 1 20 A SPARE 30
27 SPARE 20 A 1 0 0 1 20 A SPARE 28
25 26
23 REC CLASSROOM 200 20 A 1 720 180 1 20 A REC SERVERY 105 24
21 LTS ATTIC 20 A 1 104 4800 -- -- -- 22
19 REC ENTRY 100 20 A 1 180 4800 2 50 A EDH-1 20
17 P-1 20 A 1 39 2124 -- -- -- 18
15 REC SERVERY 105 20 A 1 180 2124 2 20 A CU-1 16
13 REC SERVERY 105 20 A 1 180 75 1 20 A EF-1 14
11 REC SERVERY 105 20 A 1 180 852 1 20 A F-1 12
9 REC SERVERY 105 20 A 1 180 358 1 20 A LTS ENTRY 100 10
7 REC ROOMS 105, 200 20 A 1 360 180 1 20 A REC SERVERY 105 8
5 REC Room 100-104 20 A 1 720 180 1 20 A REC SERVERY FRIDGE 6
3 REC ENTRY 100 20 A 1 180 360 1 20 A REC EXTERIOR 4
1 LTS STORAGE 104 20 A 1 107 187 1 20 A LTS MENS 101 2
Note
CKT Circuit Description Trip Pole A B Pole Trip Circuit Description CKT
Note
Notes:
Enclosure: NEMA 1 MCB Rating: 100 A
Mounting: Surface Wires: 3 Mains Rating: 100 A
Supply From: Phases: 1 Mains Type: CB
Location: STORAGE 104 Volts: 120/240 Single A.I.C. Rating: 10kAIC
Branch Panel: PANEL C
NTS1ELECTRICAL RISER DIAGRAM
LIGHT FIXTURE SCHEDULE
TYPE DESCRIPTION MANUFACTURER MODELApparent
Load LAMP TYPE COMMENTS
B 1X4 SURFACE MOUNT LENSED SIGNIFY 1-SML-32L-840-4-FA-02F-UNV-DIM 30 VA 30W 3200 LUMEN LED
BE 1X4 SURFACE MOUNT LENSED WITH EMBATTERY
SIGNIFY 1-SML-32L-840-4-FA-02F-UNV-DIM-EMLED 30 VA 30W 3200 LUMEN LED
C 6" CAN LIGHT INTENSE SS6G4DR-L3-408-IC630-HZ-SF 17 VA 17W 2000 LUMEN LED
CE 6" CAN LIGHT WITH EM BATTERY INTENSE SS6G4DR-L3-408-EM7-IC630-HZ-SF 17 VA 35W 4300 LUMEN LED
D 4' SUSPENDED STRIP SIGNIFY FSS-4-30L-840-UNV-DIM 26 VA 26W 3000 LUMEN LED SUSPEND TO 8'-0" ABOVE FLOOR WITH AIRCRAFTCABLE. PROVIDE ALL ACCESSORIES AND MOUNTINGBRACKETS AS NEEDED.
DE 4' SUSPENDED STRIP WITH 11100 LUMEN EMBATTERY
SIGNIFY FSS-4-30L-840-UNV-DIM-EMLED 26 VA 26W 3000 LUMEN LED SUSPEND TO 8'-0" ABOVE FLOOR WITH AIRCRAFTCABLE. PROVIDE ALL ACCESSORIES AND MOUNTINGBRACKETS AS NEEDED.
OAE EXTERIOR LED WALL SCONCE WITH EMBATTERY
SIGNIFY 106L-16L-1000-NW-G1-4-EBPC-UNV-PCB 120V-BZ 55 VA 4712 LUMEN LED MOUNT 8'-0" ABOVE FINISHED GRADE
X EXIT LIGHT SIGNIFY VERWEM 4 VA 3W LED PROVIDE UNSWITCHED HOT TO FIXTURE.
REVISION SCHEDULE
DATE DESCRIPTION BY