HomeMy WebLinkAboutINFRASTRUCTURE & LANDSCAPE PLAN Rev. (4) 8.08.22 - 22-00314 - Madison Square - 354 W Main - Condo Plat (2)ARCHITECT STRUCTURAL ENGINEER
STRUCTURAL
ELECTRICAL ENGINEER
PLUMBINGARCHITECTURAL
M&P ENGINEER
MADISON SQUARE INN
REXBURG IDAHO
SN1 - STRUCTURAL NOTES
S0-0 - FOOTING & FOUNDATION PLAN
S1-0 - LEVEL 1 SHEAR WALL PLAN
S1-1 - LEVEL 1 FRAMING PLAN
S2-0 - LEVEL 2 SHEAR WALL PLAN
S2-1 - LEVEL 2 FRAMING PLAN
S3-0 - LEVEL 3 SHEAR WALL PLAN
S4-0 - ROOF FRAMING PLAN
SD1 - STRUCTURAL DETAILS
SD2 - STRUCTURAL DETAILS
P1.1 - LEVEL 1 PLUMBING FLOOR PLAN
P1.2 - LEVEL 2 PLUMBING FLOOR PLAN
P1.3 - LEVEL 3 PLUMBING FLOOR PLAN
M1.1 - LEVEL 1 MECHANICAL FLOOR PLAN
M1.2 - LEVEL 2 MECHANICAL FLOOR PLAN
M1.3 - LEVEL 3 MECHANICAL FLOOR PLAN
HARRIS ARCHITECTURE
OREM, UTAH
ACUTE ENGINEERING
OREM, UTAH
PAYNE ENGINEERING
REXBURG, IDAHO
A0.1 - JOB INFORMATION
A1.0 - FOUNDATION DIMENSION PLAN
A1.1 - LEVEL 1 FLOOR PLAN
A1.2 - LEVEL 2 FLOOR PLAN
A1.3 - LEVEL 3 FLOOR PLAN
A1.4 - ROOF PLAN
A2.1 - FRONT & LEFT SIDE ELEVATION
A2.2 - REAR & RIGHT SIDE ELEVATION
A3.0 - WALL TYPES
A3.1 - CROSS SECTIONS
A4.0 - WINDOW & DOOR TYPES
A4.1 - DOOR SCHEDULES
A4.2 - DOOR & WINDOW DETAILS
A5 - A7 NOT USED
A8.1 - TYPICAL MOUNTING HEIGHT DETAILS
MECHANICAL ELECTRICAL
E1.0 - ELECTRICAL NOTES, DETAILS, & SCHEDULES
E1.1 - ELECTRICAL PLANS
E1.2 - LOAD CALCS, PANEL SCHEDULES & POWER RISER
ESA (ENGINEERED SYSTEM ASSOCIATES)
POCATELLO, IDAHO
CIVIL ENGINEER
EAGLE ROCK ENGINEERING
IDAHO FALLS, ID
CIVIL
C - SEE CIVIL ENGINEERING PLANS
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06/09/22
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1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE IN ACCORDANCE WITH THE CURRENT CITY OF REXBURGSTANDARD DRAWINGS AND SPECIFICATIONS - (ISPWC STANDARDS IF APPLICABLE) . THE CONTRACTOR IS REQUIRED TO HAVE ACURRENT COPY OF SAID STANDARDS ON SITE AT ALL TIMES.2.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN THE EVENT OFCONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO CLARIFICATION MAY BE MADE PRIOR TO THE START OFCONSTRUCTION.3.ELEVATIONS SHOWN ARE 2004 CITY DATUM AND ALL ELEVATIONS AND ARE TO FINISHED SURFACE OR PIPE INVERT UNLESSOTHERWISE NOTED.4.THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUALON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).5.GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATIONONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTIONMIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVETHE APPROPRIATE UTILITY COMPANY FIELD LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTIONPRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTINGUTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANYADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING,COMPACTION AND DUST CONTROL MEASURES.8.A CITY OF REXBURG PUBLIC WORKS LICENSE IS REQUIRED FOR ANY/ALL CONTRACTORS WORKING WITHIN THE PUBLICRIGHT-OF-WAY OR EASEMENT.9.APPROVAL OF THE CITY ENGINEER IS REQUIRED FOR ANY PROPOSED CONSTRUCTION WITHIN A PUBLIC RIGHT-OF-WAY OREASEMENT.10.ALL CONSTRUCTION INCLUDING CONCRETE/ASPHALT PLACED WITHIN THE RIGHT-OF-WAY REQUIRES INSPECTION ANDAPPROVAL OF THE CITY ENGINEERING DEPARTMENT. THE DEPARTMENT SHALL BE NOTIFIED AT LEAST FOUR (4) HOURS PRIOR TOPLACEMENT (359-3020).11.A PUBLIC RIGHT-OF-WAY USE PERMIT IS REQUIRED FOR ANY WORK WITHIN ANY PUBLIC RIGHT-OF-WAY OR EASEMENT. THE CITYOF REXBURG ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO (2) DAYS PRIOR TO ANY EXCAVATION UNDER THISPERMIT (359-3020).12.THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES,CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHT POLES, HEAD GATES, AND ALL OTHER MISCELLANEOUS ITEMS AS CALLED FOR INTHE PLANS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN SHALL BE REPAIRED OR REPLACEDAT CONTRACTOR'S EXPENSE.13.CONTRACTOR TO BE RESPONSIBLE FOR FILING THE OFFICIAL SWPP PLAN AND NOI IN ACCORDANCE WITH EPA STANDARDS ANDMAINTAINING THESE STANDARDS INCLUDING STORM WATER POLLUTION AND DUST CONTROL PER THE STATE OF IDAHOCATALOG FOR BEST MANAGEMENT PRACTICES (BMP'S).14.SITE ADDRESS: ,REXBURG, IDAHO (CITY OF REXBURG TO PROVIDE).APPROVED BY:CITY OF REXBURG ENGINEERING DEPARTMENTAPPROVED BY:ROCKY MOUNTAIN POWER APPROVED BY:CITY OF REXBURG FIRE DEPARTMENTAPPROVED BY:CENTURY LINKAPPROVED BY:INTERMOUNTAIN GAS
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IND
E
X
AGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
DESIGNED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
PAUL SNARR
N/A
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
1
COVER
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
JULIE LEHMANN E
GENERAL NOTES
W
E
S
N
P
R
O
J
E
C
T
L
O
C
A
T
I
O
N
16410
S 3RD W
W
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MADISON SQUARE
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PREPARED FOR: CORY SORENSON
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20123 MADISON SQUARE P&P
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DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
1" = 20'
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
2
C-1
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
MADISON SQUARE
EXISTING CONDITIONS/DEMOLITION PLAN
PREPARED FOR: CORY SORENSON
16410
EXISTING GROUND CONTOUR4727EXISTING TREE TO BE REMOVED
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20123
20123 MADISON SQUARE P&P
MAY 3, 2022
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DESCRIPTIONLINETYPE LEGENDN00°14'51"W2639.93'SOUTHWEST CORNERSECTION 19, TOWNSHIP 6 NORTH,RANGE 40 EAST, BOISE MERIDAINCPF INSTRUMENT NUMBER____________
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DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
1" = 10'
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
3
C-2
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
MADISON SQUARE
OVERALL UTILITY SITE PLAN/GRADING PLAN
PREPARED FOR: CORY SORENSON
16410
N
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FIRE RISER
UNIT 3 GARAGE UNIT 4 GARAGE
COMMON 2
COV. PORCH
UNIT 2 GARAGEUNIT 1 GARAGE
COMMON 1
COV. PORCHMECH.
9
.
3
'
INSTALL C
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DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
1" = 10'
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
4
C-3
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
MADISON SQUARE
STORM PLAN
PREPARED FOR: COREY SORENSON
16410
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4846 4848 4850 4852 4854 4856 4858 4860 4862 4864 4866 4868
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OIL STA:0+50.90
ELEV:4863.04'OIL STA:0+56.85
ELEV:4862.94'
GRATE STA:0+76.01
ELEV:4862.50'
OIL STA:1+02.87
ELEV:4863.10'
OIL STA:1+60.41
ELEV:4863.10'
GRATE STA:1+32.38
ELEV:4862.50'
GRATE STA:1+90.38
ELEV:4862.50'
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TBW STA:0+36.39
ELEV:4863.69'
EO STA:2+16.32
ELEV:4863.52'
3
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DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
1" = 20'
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
5
PP-1
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
MADISON SQUARE
PARKING LOT PLAN & PROFILE
PREPARED FOR: COREY SORENSON
16410PRELIM
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ZONE 4 REFER TO IDAPA 58.01.08 IDAHO RULES FORPUBLIC DRINKING WATER SYSTEM.SITE SPECIFIC APPROVAL FROM DEQ MUSTBE SECURED BEFORE ZONE 2 OR 3INSTALLATIONS ARE MADE.SAME REQUIREMENTS AS ZONE 1 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.SANITARY SEWEROR STORM DRAINSEWER LINE ZONE 1 ZONE 2 ZONE 3 SAME REQUIREMENTS AS ZONE 2 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.A)ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SOTHAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER, AND EITHER;B)SEWER MAIN MUST BE CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTHSIDES OF THE CROSSING, OR;C)EITHER THE SEWER LINE OR THE WATER LINEOR BOTH MUST BE ENCASED IN AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING.A)WATER AND SEWER MUST BE B)SEPARATED BY 18 INCHES, AND ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THEJOINTS ARE AS FAR AS POSSIBLE FROM THESEWER.(WATER<18" ABOVE TOP OF SEWER)WATER LINE ZONE 4 REFER TO IDAPA 58.01.08 IDAHO RULES FORPUBLIC DRINKING WATER SYSTEM.SITE SPECIFIC APPROVAL FROM DEQ MUSTBE SECURED BEFORE ZONE 2 OR 3INSTALLATIONS ARE MADE.SAME REQUIREMENTS AS ZONE 1 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.SANITARY SEWEROR STORM DRAINSEWER LINE ZONE 1 ZONE 2 ZONE 3 SAME REQUIREMENTS AS ZONE 2 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.A)ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SOTHAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER, AND EITHER;B)SEWER MAIN MUST BE CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTHSIDES OF THE CROSSING, OR;C)EITHER THE SEWER LINE OR THE WATER LINEOR BOTH MUST BE ENCASED IN AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING.A)WATER AND SEWER MUST BE B)SEPARATED BY 18 INCHES, AND ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THEJOINTS ARE AS FAR AS POSSIBLE FROM THESEWER.(WATER<18" ABOVE TOP OF SEWER)WATER LINEZONE 1ZONE 21'- 6"1'- 6"ZONE 4 ZONE 3FO
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90°PIPE BEDDING FOR RIGID PIPE GRANULAR FOUNDATION 90°SHAPED SUBGRADEGRANULAR FOUNDATIONSHAPED SUBGRADEPIPE BEDDING DETAIL FOR FLEXIBLE PIPE 90°90°90°PIPE BEDDING FOR RIGID PIPE GRANULAR FOUNDATION 90°SHAPED SUBGRADEGRANULAR FOUNDATIONSHAPED SUBGRADEPIPE BEDDING DETAIL FOR FLEXIBLE PIPE COMPACT 1" MAC.BACKFILL IN 6" LAYERSTO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-69812"MAX 6" MINSHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.3"6" MIN12" MAX90°90°COMPACT 1" MAC.TO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-69812"MAX 6" MINSHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.3"6" MIN12" MAX
DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
6
D-1
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
MADISON SQUARE
STORM PLAN
PREPARED FOR: COREY SORENSON
16410PRELIM
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ABBREVIATIONS
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UNIT 202
BATH
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COMMON
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06/09/22
UNIT 302UNIT 301
COMMON
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F
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JLH
6-2-2022
LE
V
E
L
3
F
L
O
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R
P
L
A
N
A1.3
FLOOR PLAN NOTES
FINISH SCHEDULE
FLOOR
WALL
BASE
CEILING
·
·
·
·
·
·
·
FINISH NOTES
WOOD BASE
06/09/22
A SOFFIT VENTING DETAIL
ATTIC VENTILATION CALCUALTIONS
ROOF NOTES
PL
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T
D
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:
6/
2
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2
0
2
2
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92
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F
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JLH
6-2-2022
RO
O
F
P
L
A
N
A1.406/09/22
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
12
5
12
5
LEFT SIDE ELEVATION
SCALE: 1/4" = 1'-0"
12
5 12
4
PL
O
T
D
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:
6/
2
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2
0
2
2
Q:
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92
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F
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JLH
6-2-2022
EX
T
E
R
I
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E
L
E
V
A
T
I
O
N
S
A2.1
EXTERIOR ELEVATION NOTES
06/09/22
REAR ELEVATION
SCALE: 1/4" = 1'-0"
12
5
12
5
RIGHT SIDE ELEVATION
SCALE: 1/4" = 1'-0"
12
5 12
4
PL
O
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D
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:
6/
2
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2
0
2
2
Q:
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92
0
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F
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JLH
6-2-2022
EX
T
E
R
I
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E
L
E
V
A
T
I
O
N
S
A2.2
EXTERIOR ELEVATION NOTES
06/09/22
PARTITION TYPE:PARTITION TYPE:PARTITION TYPE:PARTITION TYPE:PARTITION TYPE:PARTITION TYPE:
PARTITION TYPE:PARTITION TYPE:
TYPICAL HORIZONTAL SEPERATION
SCALE = 1.1/2"=1'-0"
HORIZONTAL SEPARATION DETAILS
PARTITION TYPE:
TYPICAL HORIZONTAL SEPERATION
SCALE = 1.1/2"=1'-0"
WALL TYPE DETAILS
PL
O
T
D
A
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E
:
6/
2
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2
0
2
2
Q:
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92
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F
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R
JLH
6-2-2022
WA
L
L
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P
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S
A3.006/09/22
ATTIC
COMMON / STAIRS
COMMON / STAIRS
COMMON / STAIRS
STOR.
STOR.
PORCH
12
5
12
5
MECH.COMMON
BEDROOMLIVING
BEDROOMLIVING
ATTIC
12
5
COMMON
COMMON
COMMON
1 CAR GARAGE
ATTIC
KITCHENLIVING
KITCHENLIVING
12
5
COMMON
LIVING
1 CAR GARAGE
ATTIC
MECH.
KITCHEN
LIVINGKITCHEN
CR
O
S
S
S
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C
T
I
O
N
S
A3.1
PL
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D
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:
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2
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2
0
2
2
Q:
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92
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F
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R
JLH
6-2-2022
06/09/22
DOOR AND WINDOW NOTES
GLAZING
WI
N
D
O
W
/
D
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O
R
T
Y
P
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S
A4.0
PL
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:
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2
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2
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2
2
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REVISIONS
92
0
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S
T
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L
D
I
N
G
F
O
R
JLH
6-2-2022
06/09/22
NOTE: ALL DOOR HARDWARE TO BE MEDIUM GRADE SCHLAGE OR EQUAL.
NOTE: SEE FLOOR PLANS FOR DIRECTION OF DOOR SWINGS.
A HINGES
B LOCK SET
C PASSAGE SET
D PRIVACY SET
E DEAD BOLT
F CLOSER
G WEATHERSTRIP & SILL
H STOP
J SMOKESEAL & SWEEP
K
L
SLIDING DOOR HARDWARE
(PRIVACY LATCH ON BATHS)
PULLS & BALL CATCH
HARDWARE CODE
LEVEL 1 DOOR SCHEDULE
LEVEL 2 DOOR SCHEDULE - UNIT 201 & 202 LEVEL 3 DOOR SCHEDULE - UNIT 301 & 302
M HEAD & FOOT BOLTS
N CARD READER
NOTE: VERIFY ALL HARDWARE WITH OWNER
DO
O
R
S
C
H
E
D
U
L
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A4.1
PL
O
T
D
A
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E
:
6/
2
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2
0
2
2
Q:
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W243
STUDSWOOD OR METAL
GYPSUM BOARD
DRY-SET OR LATEX-PORTLAND CEMENT
CERAMIC TILE
MORTAR BOND COAT
Gypsum Board
Dry-Set Mortar or Latex
Portland Cement Mortar
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• —
• —
• —
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—
• —
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• —
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CERAMIC TILE
MORTAR BED
METAL LATH
BOND COAT
Metal Lath
Cement Mortar
SUBFLOOR
F145
CLEAVAGE MEMBRANE
•
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• —
• —
• —
•
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F122
•
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•
•
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• —
• —
•
• —
• •
—
• —
• —
CERAMIC TILE
Thin-Set
MORTAR BED
LATEX-PORTLAND CEMENT
MORTAR BOND COAT
WATERPROOF MEMBRANE: SHEET
OR LIQUID APPLIED
MAPEILASTIC MEMBRANE
CONC. OR CURED
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S
GENERAL1.Construction documents are valid for a single use at the project location and shall not be reused, copied, or reproducedwithout written approval of the registered design professional in responsible charge.2.General notes and typical details are provided as a supplement to the construction documents and apply where specificnotes and details are not available. Specific notes and structural details shall take precedence over general notes andtypical details. Structural requirements shown in the framing plans and in structural details shall take precedence overstructural notes indicated in architectural sections.3.Printed dimensions shall take precedence over scales shown on construction documents. The registered designprofessional in responsible charge does not warrant the accuracy of scaled dimensions.4.Approval by the inspector does not imply approval by the registered design professional in responsible charge. Structuralspecifications that are unclear or ambiguous shall be referred to the registered design professional in responsible chargefor interpretation or clarification.5.The registered design professional in responsible charge assumes no liability for the accuracy, completeness, or codecompliance of architectural, electrical, mechanical, drainage, or other non-structural specifications.6.Omissions in and conflicts between the various elements of the construction documents shall be brought to the immediateattention of the registered design professional in responsible charge and shall be resolved by the same before proceedingwith any work involved.7.Requests for substitutions shall be submitted in writing to the registered design professional in responsible charge and shallinclude the reasons for the request and any cost differentials. Substitutions are not allowed unless approved in writing bythe registered design professional in responsible charge.8.The contractor shall become familiar with all portions of the construction documents and shall ensure that all subcontractorsare familiar with those portions pertaining to their area of work. The contractor shall verify all site conditions, dimensions,elevations, coordinate all doors, windows, non-bearing interior and exterior walls, elevations, slopes, stairs, curbs, drains,recesses, depressions, railings, waterproofing, finishes, chamfer, kerfs, and so forth, and immediately notify the registereddesign professional in responsible charge regarding actual conditions which are not in agreement with the constructiondocuments.9.The contractor is responsible for the method, means, and sequence of all structural erection except when specifically notedotherwise in the construction documents. The contractor shall provide temporary shoring and bracing, providing adequatevertical and lateral support during erection. Shoring and bracing shall remain in place until all permanent members areplaced and all final connections are completed.10.The contractor is responsible for standard connections, unless noted otherwise. The contractor shall obtain additionalassistance from the registered design professional in responsible charge for non-standard connections.SOIL AND FOUNDATIONS1.Geotechnical investigation
s
s
h
a
l
l
c
o
n
f
o
r
m
t
o
2
0
1
8
I
B
C
1
8
0
3
.
E
x
c
a
v
a
t
i
o
n
,
g
r
a
d
i
n
g
a
n
d
f
i
l
l
s
h
a
l
l
c
o
n
f
o
r
m
t
o
2
0
1
8
I
B
C
1
8
0
4
.
Footings and foundations s
h
a
l
l
b
e
c
o
n
s
t
r
u
c
t
e
d
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
2
0
1
8
I
B
C
1
8
0
7
t
h
r
o
u
g
h
1
8
1
0
.
2.Where required, the owner
s
h
a
l
l
s
u
b
m
i
t
a
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e
o
t
e
c
h
n
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l
i
n
v
e
s
t
i
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a
t
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o
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p
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b
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d
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o
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i
n
a
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c
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d
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w
i
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h
2
0
1
8
IBC 1803. The contractor s
h
a
l
l
i
n
f
o
r
m
t
h
e
r
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g
i
s
t
e
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d
e
s
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n
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s
s
i
o
n
a
l
i
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s
p
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s
o
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d
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t
i
o
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s
a
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n
o
t
consistent with the investig
a
t
i
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r
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p
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f
o
u
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d
a
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e
s
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g
n
d
a
t
a
.
3.Excavations for any purpo
s
e
s
h
a
l
l
n
o
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e
m
o
v
e
l
a
t
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r
protecting the footing or fo
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n
d
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a
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s
l
a
t
i
o
n
(
2
0
1
8
I
B
C
1
8
0
4
.
1
)
.
4.Excavation outside the fou
n
d
a
t
i
o
n
s
h
a
l
l
b
e
b
a
c
k
f
i
l
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e
d
w
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t
h
s
o
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a
t
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s
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r
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o
f
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r
g
a
n
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m
a
t
e
r
i
a
l
,
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o
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t
i
o
n
d
e
b
r
i
s
,
c
o
b
b
l
e
s
and boulders or with a con
t
r
o
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l
e
d
l
o
w
-
s
t
r
e
n
g
t
h
m
a
t
e
r
i
a
l
(
C
L
S
M
)
.
T
h
e
b
a
c
k
f
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l
l
s
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a
l
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p
l
a
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i
f
t
s
a
n
d
c
o
m
p
a
c
t
e
d
,
i
n
a
manner that does not dam
a
g
e
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f
o
u
n
d
a
t
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n
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r
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d
a
m
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f
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m
a
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r
i
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(
2
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1
8
I
B
C
1
8
0
4
.
3
)
.
5.The ground immediately a
d
j
a
c
e
n
t
t
o
t
h
e
f
o
u
n
d
a
t
i
o
n
s
h
a
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a
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a
5
-
p
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e
n
t
s
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o
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a
w
a
y
f
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e
b
u
i
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d
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g
f
o
r
a
m
i
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i
m
u
m
distance of 10 feet measur
e
d
p
e
r
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e
n
d
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c
u
l
a
r
t
o
t
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e
f
a
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f
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a
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w
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.
I
f
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s
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l
o
t
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i
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e
s
p
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h
i
b
i
t
1
0
feet of horizontal distance,
a
5
-
p
e
r
c
e
n
t
s
l
o
p
e
s
h
a
l
l
b
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p
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d
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f
d
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r
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g
w
a
t
e
r
a
w
a
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from the foundation. Imper
v
i
o
u
s
s
u
r
f
a
c
e
s
w
i
t
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i
n
1
0
f
e
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t
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f
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b
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a
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m
2
-
p
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n
t
s
l
o
p
e
(2018 IBC 1804.4).6.Footings and foundations s
h
a
l
l
b
e
b
u
i
l
t
o
n
u
n
d
i
s
t
u
r
b
e
d
s
o
i
l
,
c
o
m
p
a
c
t
e
d
f
i
l
l
m
a
t
e
r
i
a
l
o
r
C
L
S
M
.
C
o
m
p
a
c
t
e
d
f
i
l
l
m
a
t
e
r
i
a
l
a
n
d
CLSM shall conform to 20
1
8
I
B
C
1
8
0
4
.
6
a
n
d
2
0
1
8
I
B
C
1
8
0
4
.
7
,
r
e
s
p
e
c
t
i
v
e
l
y
(
2
0
1
8
I
B
C
1
8
0
9
.
2
)
.
7.The top surface of the footi
n
g
s
s
h
a
l
l
b
e
l
e
v
e
l
.
T
h
e
b
o
t
t
o
m
s
u
r
f
a
c
e
o
f
f
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o
t
i
n
g
s
i
s
p
e
r
m
i
t
t
e
d
t
o
h
a
v
e
a
m
a
x
i
m
u
m
1
0
-
p
e
r
c
e
n
t
slope. Footings shall be st
e
p
p
e
d
w
h
e
r
e
i
t
i
s
n
e
c
e
s
s
a
r
y
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o
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h
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n
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e
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a
t
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o
n
o
f
t
h
e
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o
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s
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a
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o
f
t
h
e
f
o
o
t
i
n
g
o
r
w
h
e
r
e
t
h
e
surface of the ground has
m
o
r
e
t
h
a
n
a
1
0
-
p
e
r
c
e
n
t
s
l
o
p
e
(
2
0
1
8
I
B
C
1
8
0
9
.
3
)
.
8.The minimum depth of foot
i
n
g
s
b
e
l
o
w
t
h
e
u
n
d
i
s
t
u
r
b
e
d
g
r
o
u
n
d
s
u
r
f
a
c
e
s
h
a
l
l
b
e
1
2
i
n
c
h
e
s
(
2
0
1
8
I
B
C
1
8
0
9
.
4
)
.
F
o
u
n
d
a
t
i
o
n
walls, piers and other per
m
a
n
e
n
t
s
u
p
p
o
r
t
s
s
h
a
l
l
b
e
e
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t
e
n
d
e
d
b
e
l
o
w
t
h
e
f
r
o
s
t
l
i
n
e
,
e
x
c
e
p
t
w
h
e
r
e
o
t
h
e
r
w
i
s
e
p
r
o
t
e
c
t
e
d
f
r
o
m
frost (2018 IBC 1809.5).9.The placement of footings
o
n
o
r
a
d
j
a
c
e
n
t
t
o
3
3
-
p
e
r
c
e
n
t
s
l
o
p
e
s
a
n
d
s
t
e
e
p
e
r
s
h
a
l
l
c
o
n
f
o
r
m
t
o
2
0
1
8
I
B
C
1
8
0
8
.
7
.
10.Floors of basements shall
b
e
p
l
a
c
e
d
o
v
e
r
b
a
s
e
c
o
u
r
s
e
n
o
t
l
e
s
s
t
h
a
n
4
i
n
c
h
e
s
i
n
t
h
i
c
k
n
e
s
s
a
n
d
a
d
r
a
i
n
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
around the foundation peri
m
e
t
e
r
t
h
a
t
c
o
n
s
i
s
t
s
o
f
g
r
a
v
e
l
o
r
c
r
u
s
h
e
d
s
t
o
n
e
c
o
n
t
a
i
n
i
n
g
n
o
t
m
o
r
e
t
h
a
n
1
0
-
p
e
r
c
e
n
t
m
a
t
e
r
i
a
l
t
h
a
t
passes through a No. 4 sie
v
e
(
2
0
1
8
I
B
C
1
8
0
5
.
4
.
1
,
1
8
0
5
.
4
.
2
)
.
11.Backfill shall not be placed
a
g
a
i
n
s
t
a
f
o
u
n
d
a
t
i
o
n
w
a
l
l
u
n
t
i
l
t
h
e
w
a
l
l
h
a
s
s
u
f
f
i
c
i
e
n
t
s
t
r
e
n
g
t
h
a
n
d
i
s
a
n
c
h
o
r
e
d
t
o
t
h
e
f
l
o
o
r
a
b
o
v
e
,
or is sufficiently braced to
p
r
e
v
e
n
t
d
a
m
a
g
e
b
y
t
h
e
b
a
c
k
f
i
l
l
,
e
x
c
e
p
t
b
r
a
c
i
n
g
i
s
n
o
t
r
e
q
u
i
r
e
d
f
o
r
w
a
l
l
s
s
u
p
p
o
r
t
i
n
g
l
e
s
s
t
h
a
n
4
feet of unbalanced backfill
(
R
4
0
4
.
1
.
7
)
.
CONCRETE1.Concrete materials, quality
c
o
n
t
r
o
l
,
a
n
d
c
o
n
s
t
r
u
c
t
i
o
n
s
h
a
l
l
c
o
m
p
l
y
w
i
t
h
2
0
1
8
I
B
C
C
h
a
p
t
e
r
1
9
a
n
d
A
C
I
3
1
8
-
1
4
.
2.Compressive strength (min
i
m
u
m
s
p
e
c
i
f
i
e
d
a
t
2
8
d
a
y
s
)
2.1.Footings:
3
,
0
0
0
p
s
i
(
2
0
1
8
I
B
C
1
8
0
8
.
8
.
1
)
(
2
,
5
0
0
p
s
i
u
s
e
d
i
n
d
e
s
i
g
n
)
2.2.Interior floor slabs on
g
r
a
d
e
:
4
,
0
0
0
p
s
i
2.3.Exterior floor slabs on
g
r
a
d
e
:
4
,
0
0
0
p
s
i
2.4.Suspended slabs:
4
,
0
0
0
p
s
i
2.5.Walls:
3
,
0
0
0
p
s
i
(
2
0
1
8
I
B
C
1
9
0
4
.
1
)
f
o
r
R
-
2
,
R
-
3
o
c
c
u
p
a
n
c
i
e
s
a
n
d
a
p
p
u
r
t
e
n
a
n
c
e
s
4
,
0
0
0
p
s
i
f
o
r
o
t
h
e
r
o
c
c
u
p
a
n
c
i
e
s
3.Materials3.1.Cements (ASTM C 15
0
)
.
C
o
n
c
r
e
t
e
e
x
p
o
s
e
d
t
o
f
r
e
e
z
i
n
g
a
n
d
t
h
a
w
i
n
g
o
r
d
e
i
c
i
n
g
c
h
e
m
i
c
a
l
s
s
h
a
l
l
c
o
n
f
o
r
m
t
o
t
h
e
maximum water-ceme
n
t
i
t
i
o
u
s
m
a
t
e
r
i
a
l
r
a
t
i
o
s
a
n
d
m
i
n
i
m
u
m
c
o
m
p
r
e
s
s
i
v
e
s
t
r
e
n
g
t
h
r
e
q
u
i
r
e
m
e
n
t
s
o
f
A
C
I
3
1
8
-
1
4
t
a
b
l
e
19.3.1.1 & 19.3.2.13.2.Aggregates (ASTM C
3
3
)
:
n
o
m
i
n
a
l
m
a
x
i
m
u
m
s
i
z
e
o
f
c
o
a
r
s
e
a
g
g
r
e
g
a
t
e
s
h
a
l
l
n
o
t
b
e
l
a
r
g
e
r
t
h
a
n
1
/
5
t
h
e
n
a
r
r
o
w
e
s
t
dimension between fo
r
m
s
,
n
o
r
1
/
3
t
h
e
d
e
p
t
h
o
f
s
l
a
b
s
,
n
o
r
3
/
4
t
h
e
m
i
n
i
m
u
m
c
l
e
a
r
s
p
a
c
i
n
g
b
e
t
w
e
e
n
r
e
i
n
f
o
r
c
i
n
g
b
a
r
s
o
r
wires, tendons, or duc
t
s
(
A
C
I
3
1
8
-
1
4
2
6
.
4
.
2
.
1
)
.
3.3.Water used in mixing
c
o
n
c
r
e
t
e
s
h
a
l
l
b
e
p
o
t
a
b
l
e
,
c
l
e
a
n
a
n
d
f
r
e
e
f
r
o
m
i
n
j
u
r
i
o
u
s
a
m
o
u
n
t
s
o
f
o
i
l
s
,
a
c
i
d
s
,
a
l
k
a
l
i
s
,
s
a
l
t
s
,
organic materials, or
o
t
h
e
r
s
u
b
s
t
a
n
c
e
s
d
e
l
e
t
e
r
i
o
u
s
t
o
c
o
n
c
r
e
t
e
o
r
r
e
i
n
f
o
r
c
e
m
e
n
t
(
A
C
I
3
1
8
-
1
4
2
6
.
4
.
1
.
3
.
1
.
b
)
.
3.4.Admixtures shall be s
u
b
j
e
c
t
t
o
p
r
i
o
r
a
p
p
r
o
v
a
l
b
y
t
h
e
r
e
g
i
s
t
e
r
e
d
d
e
s
i
g
n
p
r
o
f
e
s
s
i
o
n
a
l
i
n
r
e
s
p
o
n
s
i
b
l
e
c
h
a
r
g
e
(
A
C
I
3
1
8
-
1
4
26.4.1.4.1.b).3.5.Concrete exposed to f
r
e
e
z
i
n
g
a
n
d
t
h
a
w
i
n
g
o
r
d
e
i
c
i
n
g
c
h
e
m
i
c
a
l
s
s
h
a
l
l
b
e
a
i
r
-
e
n
t
r
a
i
n
e
d
w
i
t
h
a
i
r
c
o
n
t
e
n
t
i
n
d
i
c
a
t
e
d
i
n
A
C
I
318-14 Table 19.3.3.1
.
T
o
l
e
r
a
n
c
e
o
n
a
i
r
c
o
n
t
e
n
t
a
s
d
e
l
i
v
e
r
e
d
s
h
a
l
l
b
e
p
l
u
s
/
m
i
n
u
s
1
.
5
p
e
r
c
e
n
t
(
A
C
I
3
1
8
-
1
4
R26.4.2.1(a)(5)).4.Steel Reinforcement4.1.Deformed bars:
f
y
=
6
0
k
s
i
(
A
S
T
M
A
6
1
5
)
4.2.Welded plain wire:
f
y
=
6
0
k
s
i
(
A
S
T
M
A
1
0
6
4
)
4.3.Deformed Bar Anchor
s
(
D
B
A
)
(
A
S
T
M
A
1
0
6
4
)
4.4.Headed Stud Anchors
(
H
S
A
)
(
A
S
T
M
A
1
0
8
)
4.5.At the time concrete i
s
p
l
a
c
e
d
,
r
e
i
n
f
o
r
c
e
m
e
n
t
s
h
a
l
l
b
e
f
r
e
e
f
r
o
m
i
c
e
,
m
u
d
,
o
i
l
,
o
r
o
t
h
e
r
n
o
n
m
e
t
a
l
l
i
c
c
o
a
t
i
n
g
s
t
h
a
t
decrease bond (ACI 3
1
8
-
1
4
2
6
.
6
.
1
.
2
)
.
4.6.Reinforcement shall b
e
a
c
c
u
r
a
t
e
l
y
p
l
a
c
e
d
a
n
d
a
d
e
q
u
a
t
e
l
y
s
u
p
p
o
r
t
e
d
b
e
f
o
r
e
c
o
n
c
r
e
t
e
i
s
p
l
a
c
e
d
,
a
n
d
s
h
a
l
l
b
e
s
e
c
u
r
e
d
against displacement
(
A
C
I
3
1
8
-
1
4
2
6
.
6
.
2
.
2
)
.
4.7.Details of reinforceme
n
t
s
h
a
l
l
c
o
n
f
o
r
m
t
o
A
C
I
3
1
8
-
1
4
C
h
a
p
t
e
r
2
5
.
5.Minimum concrete cover (
A
C
I
3
1
8
-
1
4
T
a
b
l
e
2
0
.
6
.
1
.
3
.
1
)
5.1.Concrete cast against
a
n
d
e
x
p
o
s
e
d
t
o
e
a
r
t
h
:
3
i
n
c
h
e
s
5.2.Concrete exposed to
e
a
r
t
h
o
r
w
e
a
t
h
e
r
:
5.2.1.No. 6 through No
.
1
8
b
a
r
s
:
2
i
n
c
h
e
s
5.2.2.No. 5 bar, W31 w
i
r
e
,
a
n
d
s
m
a
l
l
e
r
:
1
.
5
i
n
c
h
e
s
5.3.Concrete not exposed
t
o
e
a
r
t
h
o
r
w
e
a
t
h
e
r
:
5.3.1.Slabs, walls, joist
s
N
o
.
1
1
b
a
r
a
n
d
s
m
a
l
l
e
r
:
0
.
7
5
i
n
c
h
e
s
5.3.2.Beams, columns
p
r
i
m
a
r
y
r
e
i
n
f
.
,
t
i
e
s
,
s
t
i
r
r
u
p
s
:
1
.
5
i
n
c
h
e
s
6.Formwork shall conform to
A
C
I
3
1
8
-
1
4
S
e
c
t
i
o
n
s
2
6
.
1
1
a
n
d
2
6
.
1
2
a
n
d
A
C
I
3
4
7
.
F
o
r
m
s
s
h
a
l
l
b
e
r
e
m
o
v
e
d
i
n
a
m
a
n
n
e
r
a
s
n
o
t
to impair safety and servic
e
a
b
i
l
i
t
y
o
f
t
h
e
s
t
r
u
c
t
u
r
e
.
C
o
n
c
r
e
t
e
e
x
p
o
s
e
d
b
y
f
o
r
m
r
e
m
o
v
a
l
s
h
a
l
l
h
a
v
e
s
u
f
f
i
c
i
e
n
t
s
t
r
e
n
g
t
h
n
o
t
t
o
be damaged by removal o
p
e
r
a
t
i
o
n
(
A
C
I
3
1
8
-
1
4
2
6
.
1
1
.
2
)
.
7.Conduits, pipes, and sleev
e
s
o
f
a
n
y
m
a
t
e
r
i
a
l
n
o
t
h
a
r
m
f
u
l
t
o
c
o
n
c
r
e
t
e
a
n
d
w
i
t
h
i
n
t
h
e
l
i
m
i
t
a
t
i
o
n
s
o
f
A
C
I
3
1
8
-
1
4
2
0
.
7
s
h
a
l
l
b
e
approved by the registered
d
e
s
i
g
n
p
r
o
f
e
s
s
i
o
n
a
l
i
n
r
e
s
p
o
n
s
i
b
l
e
c
h
a
r
g
e
(
A
C
I
3
1
8
-
1
4
2
0
.
7
)
.
8.Construction joints shall be
s
o
m
a
d
e
a
n
d
l
o
c
a
t
e
d
a
s
n
o
t
t
o
i
m
p
a
i
r
t
h
e
s
t
r
e
n
g
t
h
o
f
t
h
e
s
t
r
u
c
t
u
r
e
(
A
C
I
3
1
8
-
1
4
1
8
.
1
0
.
9
)
.
9.The thickness of concrete f
l
o
o
r
s
l
a
b
s
o
n
g
r
a
d
e
s
h
a
l
l
n
o
t
b
e
l
e
s
s
t
h
a
n
3
.
5
i
n
c
h
e
s
.
A
6
-
m
i
l
p
o
l
y
e
t
h
y
l
e
n
e
v
a
p
o
r
r
e
t
a
r
d
e
r
w
i
t
h
joints lapped not less than
6
i
n
c
h
e
s
(
o
r
a
n
e
q
u
i
v
a
l
e
n
t
m
a
t
e
r
i
a
l
)
s
h
a
l
l
b
e
p
l
a
c
e
d
b
e
t
w
e
e
n
t
h
e
b
a
s
e
c
o
u
r
s
e
o
r
s
u
b
g
r
a
d
e
a
n
d
the concrete floor slab, exc
e
p
t
a
v
a
p
o
r
r
e
t
a
r
d
e
r
i
s
n
o
t
r
e
q
u
i
r
e
d
i
n
d
e
t
a
c
h
e
d
u
t
i
l
i
t
y
b
u
i
l
d
i
n
g
s
o
r
o
t
h
e
r
u
n
h
e
a
t
e
d
f
a
c
i
l
i
t
i
e
s
(
2
0
1
8
IBC 1907).MASONRY1.Masonry materials, constru
c
t
i
o
n
,
a
n
d
q
u
a
l
i
t
y
s
h
a
l
l
c
o
n
f
o
r
m
t
o
2
0
1
8
I
B
C
2
1
0
3
-
2
1
0
5
,
T
M
S
4
0
2
/
6
0
2
-
1
6
1.1.Compressive strength
:
f
'
c
=
2
,
0
0
0
p
s
i
(
T
M
S
6
0
2
-
1
6
1
.
4
B
.
2
T
A
B
L
E
2
)
2.Concrete masonry units (C
M
U
)
(
A
S
T
M
C
9
0
)
2.1.Grade N2.2.Compressive strength
:
f
'
m
=
2
,
0
0
0
p
s
i
(
T
M
S
6
0
2
-
1
6
1
.
4
B
.
2
T
A
B
L
E
2
)
3.Mortar (ASTM C 270)3.1.Type S Portland cem
e
n
t
(
T
M
S
4
0
2
-
1
6
7
.
4
.
4
.
2
.
2
)
3.2.Compressive strength
:
f
'
c
=
2
,
0
0
0
p
s
i
(
T
M
S
6
0
2
-
1
6
1
.
4
B
.
2
T
A
B
L
E
2
)
4.Grout (ASTM C 476)4.1.Type: fine or coarse (
2
0
1
8
I
B
C
2
1
0
3
.
3
)
4.2.Compressive strength
(
m
i
n
i
m
u
m
s
p
e
c
i
f
i
e
d
a
t
2
8
d
a
y
s
)
:
f
'
c
=
2
,
0
0
0
p
s
i
(
A
S
T
M
C
1
0
1
9
)
5.Steel reinforcement5.1.Deformed bars: fy = 6
0
k
s
i
(
A
S
T
M
A
6
1
5
G
r
.
6
0
)
5.2.Deformed Bar Anchor
s
(
D
B
A
)
(
A
S
T
M
A
1
0
6
4
)
5.3.Headed Stud Anchors
(
H
S
A
)
(
A
S
T
M
A
1
0
8
)
6.Bed joint thickness shall b
e
5
/
8
i
n
c
h
m
a
x
i
m
u
m
(
T
M
S
6
0
2
-
1
6
1
.
4
B
.
2
)
7.Grout shall have an 8”-11”
s
l
u
m
p
u
s
i
n
g
a
3
/
8
”
m
a
x
i
m
u
m
a
g
g
r
e
g
a
t
e
.
G
r
o
u
t
l
i
f
t
s
s
h
a
l
l
n
o
t
e
x
c
e
e
d
5
f
e
e
t
i
n
h
e
i
g
h
t
u
n
l
e
s
s
n
o
t
e
d
otherwise. Consolidate by
m
e
c
h
a
n
i
c
a
l
v
i
b
r
a
t
i
o
n
p
o
u
r
s
t
h
a
t
e
x
c
e
e
d
1
2
i
n
c
h
e
s
i
n
h
e
i
g
h
t
.
8.The clear distance betwee
n
p
a
r
a
l
l
e
l
b
a
r
s
s
h
a
l
l
n
o
t
b
e
l
e
s
s
t
h
a
n
t
h
e
n
o
m
i
n
a
l
d
i
a
m
e
t
e
r
o
f
t
h
e
b
a
r
s
,
n
o
r
l
e
s
s
t
h
a
n
1
i
n
c
h
(
T
M
S
402-16 6.1.3). Joint reinfor
c
e
m
e
n
t
s
h
a
l
l
h
a
v
e
c
o
v
e
r
n
o
t
l
e
s
s
t
h
a
n
5
/
8
"
.
(
T
M
S
4
0
2
-
1
6
6
.
1
.
4
.
2
)
9.The diameter of bend mea
s
u
r
e
d
o
n
t
h
e
i
n
s
i
d
e
o
f
r
e
i
n
f
o
r
c
i
n
g
b
a
r
s
,
o
t
h
e
r
t
h
a
n
f
o
r
s
t
i
r
r
u
p
s
a
n
d
t
i
e
s
,
s
h
a
l
l
n
o
t
b
e
l
e
s
s
t
h
a
n
specified in table 6.1.8 (T
M
S
4
0
2
-
1
6
6
.
1
.
8
.
2
)
10.All masonry below grade s
h
a
l
l
b
e
s
o
l
i
d
g
r
o
u
t
e
d
.
11.Control joint spacing not to
e
x
c
e
e
d
3
0
'
-
0
"
.
S
e
e
A
r
c
h
i
t
e
c
t
u
r
a
l
f
o
r
l
o
c
a
t
i
o
n
s
.
MASONRY AND STONE VE
N
E
E
R
1.Masonry veneer materials,
c
o
n
s
t
r
u
c
t
i
o
n
,
a
n
d
q
u
a
l
i
t
y
s
h
a
l
l
c
o
n
f
o
r
m
t
o
2
0
1
8
I
B
C
2
1
0
3
-
2
1
0
5
a
n
d
T
M
S
4
0
2
-
1
6
C
h
a
p
.
6
.
2.Lintels2.1.Veneer shall not supp
o
r
t
a
n
y
v
e
r
t
i
c
a
l
l
o
a
d
o
t
h
e
r
t
h
a
n
t
h
e
d
e
a
d
l
o
a
d
o
f
t
h
e
v
e
n
e
e
r
a
b
o
v
e
.
V
e
n
e
e
r
a
b
o
v
e
o
p
e
n
i
n
g
s
s
h
a
l
l
be supported on lintel
s
o
f
n
o
n
c
o
m
b
u
s
t
i
b
l
e
m
a
t
e
r
i
a
l
s
.
L
i
n
t
e
l
s
s
h
a
l
l
h
a
v
e
1
i
n
c
h
o
f
b
e
a
r
i
n
g
f
o
r
e
a
c
h
1
f
o
o
t
o
f
s
p
a
n
,
b
u
t
n
o
t
less than 4 inches of
b
e
a
r
i
n
g
.
3.Anchorage3.1.Veneer shall be anch
o
r
e
d
t
o
t
h
e
s
u
p
p
o
r
t
i
n
g
w
a
l
l
f
r
a
m
i
n
g
w
i
t
h
h
o
t
-
d
i
p
p
e
d
g
a
l
v
a
n
i
z
e
d
m
e
t
a
l
t
i
e
s
.
(
S
t
r
a
n
d
w
i
r
e
o
r
corrugated sheet met
a
l
)
3.2.Engage all anchor ties
w
i
t
h
a
N
o
.
9
g
a
g
e
w
i
r
e
i
n
t
h
e
c
e
n
t
e
r
o
f
t
h
e
v
e
n
e
e
r
a
n
d
e
m
b
e
d
d
e
d
i
n
t
h
e
m
o
r
t
a
r
j
o
i
n
t
.
(R703.8.4.1)3.3.Each tie shall be spac
e
d
n
o
t
m
o
r
e
t
h
a
n
1
6
i
n
c
h
e
s
o
n
c
e
n
t
e
r
h
o
r
i
z
o
n
t
a
l
l
y
a
n
d
v
e
r
t
i
c
a
l
l
y
a
n
d
s
h
a
l
l
s
u
p
p
o
r
t
n
o
t
m
o
r
e
t
h
a
n
2 square feet of wall a
r
e
a
.
A
d
d
i
t
i
o
n
a
l
m
e
t
a
l
t
i
e
s
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
a
r
o
u
n
d
a
l
l
w
a
l
l
o
p
e
n
i
n
g
s
g
r
e
a
t
e
r
t
h
a
n
1
6
i
n
c
h
e
s
i
n
either dimension. (R7
0
3
.
8
.
4
.
1
)
W
O
O
D
1
.
W
o
o
d
m
a
t
e
r
i
a
l
s
,
q
u
a
l
i
t
y
,
a
n
d
c
o
n
s
t
r
u
c
t
i
o
n
s
h
a
l
l
c
o
n
f
o
r
m
t
o
2
0
1
8
I
B
C
C
h
a
p
t
e
r
2
3
a
n
d
T
a
b
l
e
2
3
0
4
.
1
0
.
2
.
S
t
r
u
c
t
u
r
a
l
l
u
m
b
e
r
(
2
0
1
8
I
B
C
2
3
0
3
.
1
.
1
-
9
,
2
0
1
8
N
D
S
)
2
.
1
.
B
e
a
r
i
n
g
w
a
l
l
s
:
D
o
u
g
l
a
s
-
F
i
r
L
a
r
c
h
(
D
F
)
S
t
u
d
(
A
S
T
M
D
1
9
9
0
,
D
O
C
P
S
2
0
)
2
.
2
.
P
o
s
t
s
:
D
o
u
g
l
a
s
-
F
i
r
L
a
r
c
h
(
D
F
)
S
t
u
d
(
A
S
T
M
D
1
9
9
0
,
D
O
C
P
S
2
0
)
2
.
3
.
B
e
a
m
s
a
n
d
h
e
a
d
e
r
s
:
D
o
u
g
l
a
s
-
F
i
r
L
a
r
c
h
(
D
F
)
N
o
.
2
(
A
S
T
M
D
1
9
9
0
,
D
O
C
P
S
2
0
)
2
.
4
.
H
e
a
v
y
t
i
m
b
e
r
:
D
o
u
g
l
a
s
-
F
i
r
L
a
r
c
h
(
D
F
)
N
o
.
1
(
A
S
T
M
D
1
9
9
0
,
D
O
C
P
S
2
0
)
2
.
5
.
S
i
l
l
p
l
a
t
e
s
:
P
r
e
s
e
r
v
a
t
i
v
e
-
t
r
e
a
t
e
d
w
o
o
d
,
r
e
d
w
o
o
d
(
A
W
P
A
U
1
M
4
)
2
.
6
.
N
a
t
u
r
a
l
l
y
d
u
r
a
b
l
e
o
r
p
r
e
s
e
r
v
a
t
i
v
e
-
t
r
e
a
t
e
d
w
o
o
d
s
h
a
l
l
b
e
u
s
e
d
w
h
e
r
e
s
t
r
u
c
t
u
r
a
l
l
u
m
b
e
r
i
s
1
8
i
n
c
h
e
s
o
r
c
l
o
s
e
r
t
o
e
x
p
o
s
e
d
g
r
o
u
n
d
;
w
h
e
r
e
s
t
r
u
c
t
u
r
a
l
l
u
m
b
e
r
i
s
i
n
c
o
n
t
a
c
t
w
i
t
h
e
x
t
e
r
i
o
r
m
a
s
o
n
r
y
o
r
c
o
n
c
r
e
t
e
w
a
l
l
s
b
e
l
o
w
g
r
a
d
e
;
w
h
e
r
e
s
l
e
e
p
e
r
s
,
s
i
l
l
s
,
p
o
s
t
s
,
a
n
d
c
o
l
u
m
n
s
a
r
e
o
n
a
c
o
n
c
r
e
t
e
o
r
m
a
s
o
n
r
y
s
l
a
b
o
r
f
o
o
t
i
n
g
t
h
a
t
i
s
i
n
d
i
r
e
c
t
c
o
n
t
a
c
t
w
i
t
h
e
a
r
t
h
;
a
n
d
w
h
e
r
e
s
t
r
u
c
t
u
r
a
l
l
u
m
b
e
r
i
s
a
t
t
a
c
h
e
d
d
i
r
e
c
t
l
y
t
o
e
x
t
e
r
i
o
r
m
a
s
o
n
r
y
o
r
c
o
n
c
r
e
t
e
w
a
l
l
s
,
u
n
l
e
s
s
a
0
.
5
i
n
c
h
a
i
r
s
p
a
c
e
o
n
t
o
p
,
s
i
d
e
s
,
a
n
d
e
n
d
i
s
p
r
o
v
i
d
e
d
(
2
0
1
8
I
B
C
2
3
0
4
.
1
2
)
.
3
.
S
t
r
u
c
t
u
r
a
l
l
o
g
s
(
A
S
T
M
D
3
9
5
7
)
-
I
C
C
-
4
0
0
s
t
a
n
d
a
r
d
f
o
r
t
h
e
d
e
s
i
g
n
a
n
d
c
o
n
s
t
r
u
c
t
i
o
n
o
f
l
o
g
s
t
r
u
c
t
u
r
e
s
4
.
S
t
r
u
c
t
u
r
a
l
g
l
u
e
d
-
l
a
m
i
n
a
t
e
d
t
i
m
b
e
r
(
2
0
1
8
I
B
C
2
3
0
3
.
1
.
3
,
2
0
1
8
N
D
S
5
.
1
.
1
)
4
.
1
.
S
i
n
g
l
e
s
p
a
n
:
2
4
F
-
1
.
8
E
(
2
4
F
-
V
4
)
(
A
S
T
M
D
3
7
3
7
,
A
N
S
I
/
A
I
T
C
A
1
9
0
.
1
)
4
.
2
.
M
u
l
t
i
p
l
e
s
p
a
n
:
2
4
F
-
1
.
8
E
B
a
l
a
n
c
e
d
l
a
y
u
p
(
2
4
F
-
V
8
)
(
A
S
T
M
D
3
7
3
7
,
A
N
S
I
/
A
I
T
C
A
1
9
0
.
1
)
4
.
3
.
C
a
n
t
i
l
e
v
e
r
s
p
a
n
:
2
4
F
-
1
.
8
E
B
a
l
a
n
c
e
d
l
a
y
u
p
(
2
4
F
-
V
8
)
(
A
S
T
M
D
3
7
3
7
,
A
N
S
I
/
A
I
T
C
A
1
9
0
.
1
)
5
.
S
t
r
u
c
t
u
r
a
l
c
o
m
p
o
s
i
t
e
l
u
m
b
e
r
a
n
d
e
n
g
i
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DESIGN CRITERIA Harris Architecture Madison Square Inn (Rexburg) 56203221. Building code: Idaho Administrative Code (IDAPA) 07.03.01.004 1.1 Model building code: 2012 IBC 1.2 Use and occupancy classification: R-2 (Residential - permanent) 1.3 Risk Category: II (Not occupancy categories I, III, IV)2. Dead loads 2.1 Roof = 15 psf (10 psf top chord, 5 psf bottom chord) 2.2 Floor = 20 psf 2.3 Walls = 10 psf (interior walls), 12 psf (exterior walls)3. Live loads -- Roofs (ordinary construction) = 20 psf (or 300 lb point load) -- Residential (1-2 unit dwelling) = 40 psf -- Stairs and exits (residential 1-2 unit dwelling) = 40 psf (or 300 lb point load)4. Rain load 4.1 Median 15-minute duration rainfall intensity = in/hr 4.2 Median 60-minute duration rainfall intensity = in/hr5. Snow load 5.1 Ground snow load, Pg = 50 psf (elevation 4865 ft) 5.2 Exposure factor, Ce = 1 5.3 Thermal factor, Ct = 1 5.4 Snow importance factor, Is = 1 5.5 Flat roof snow load, Pf = 35 psf 5.6 Roof slope factor, Cs = 16. Earthquake design data 6.1 Mapped acceleration parameters 6.1.1 Latitude, Longitude: 43.826, -111.794 6.1.2 MCE short periodSs = 0.37 SDS = 0.37 6.1.3 MCE 1.0 sec. periodS1 = 0.14 SD1 = 0.22 6.2 Seismic design category: D 6.3 Seismic importance factor, Ie = 1 6.4 Basic structural system: Bearing wall systems 6.5 Seismic force-resisting system: Light-frame wood walls (wood sheathing) 6.5.1 Response modification factorR = 6.5 6.5.2 System overstrength factor Omega = 3 6.5.3 Deflection amplification factor Cd = 4 6.6 Equivalent Lateral Force Procedure 6.6.1 Seismic response coefficientCs = 0.06 6.6.2 Seismic base shear (LRFD)V = 10953 lb7. Wind design data 7.1 Exposure category: C 7.2 Basic design wind speed, V = 105 mph 7.3 Components and cladding pressure = 29 psf (end), 24 psf (interior) 7.4 Internal pressure coeff., Gcpi = 0.188. Geotechnical design basis: - Presumptive values, 2018 IBC Table 1806.2 8.2 Site class = D-Default 8.3 Soil notes: None 8.4 Lateral earth pressure 8.4.1 Active = 30 psf/ft 8.4.2 At-rest = 60 psf/ft 8.5 Allowable foundation parameters 8.5.1 Allowable soil bearing, Qa = 1500 psf 8.5.2 Allowable lateral bearing = 150 psf/ft 8.5.3 Coefficient of friction = 0.25 8.6 Minimum frost cover = 36 in.DEFERRED SUBMITTALS1. The following items are to submitted subsequent to the time of application (deferred submittals): -- Prefabricated metal plate wood trusses - roof (truss manufacturer)2. Deferred submittals shall have the prior approval of the building official (2018 IBC 107.3.4.1).3. Deferred submittal documents shall be submitted to the registered design professional in responsible charge who shall review and forward them to the building official with a notation indicating that the documents have been reviewed and found to be in general conformance to the design of the building (2018 IBC 107.3.4.1).4. Deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official (2018 IBC 107.3.4.1).
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DETAIL SHEETS AND NOTESFLAT ROOF SNOW LOADKICKER SIZERAFTER SIZERIDGE BEAM SIZE0-40 PSF2X42X42X640-80 PSF2X62X42X680-120 PSF*(2) 2X42X62X81.SUPPORT ALL RAFTERS AND RIDGE BEAMS WITH KICKERS SPACED AT 48" O.C. MAX. SUPPORTKICKERS ON FRAMING BELOW.*2. FOR SNOW LOADS OF 80-120PSF, ATTACH EACH KICKER TO FRAMING BELOW WITH (1) A35 CLIP.ROOF FRAMING - OVER BUILD FRAMINGNO SCALEF SUPPORT OVER-BUILD ON FULL WIDTH ORMULTIPLE 2X LEDGER FASTEN TO LOWERFRAMING WITH (4) 10dX3" NAILS @ EACHTRUSS OR RAFTER BELOWATTACH RAFTER TO LEDGERWITH (3) 10d TOE NAILS2X KICKERS (SEE TABLE)ATTACH KICKERS TOFRAMING BELOW WITH(3) 10d TOE NAILSLOWER ROOFFRAMING ORWOOD TRUSSES PROVIDE ROOFSHEATHING ONLOWER ROOF (SEESHEATHING SCHEDULE)RIDGE OR HIP BEAM(SEE TABLE)OVER-BUILD RAFTERS(SEE TABLE) ORWOOD TRUSS @24" O.C. U.N.O.HOLD-DOWN - FLOOR STRAP
END LENGTHEND LENGTH CLEAR SPAN
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Engineered
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REVISIONS
#Date Description
REXBURG, ID
4/26/2022
6-2-2022
P1.1
LEVEL 1 - PLUMBING FLOOR PLAN
SCALE: 1/4" = 1'-0"NO
R
T
H
PLAN NOTES:
1 FIRE RISER AND ALARM VALVE. REFER TO DETAIL ON THISSHEET FOR INSTALLATION. ENTIRE BUILDING TO BE FIRESPRINKLED. COORDINATE SPRINKLER HEADS WITH STRUCTURE,PIPING, AND DUCTWORK. FIRE SPRINKLER LINES TO ROUTEAROUND OTHER OBJECTS.
RISE 1-1/4" COLD WATER SERVICE LINE UP THRU FLOOR ANDCONNECT TO PRESSURE REDUCING STATION. RISE UP TOABOVE LEVEL 1 CEILINGS AND EXTEND INTO ADJACENT WATERHEATER ROOM. REFER TO DETAIL ON THIS SHEET FOR TYPICALINSTALLATION OF PRV STATION.
PROVIDE SEPARATE WATER HEATER FOR EACH (OF 4) SUITES.REFER TO WATER HEATER PIPING DIAGRAM ON SHEET P1.2 FORTYPICAL PIPING CONNECTIONS, EXPANSION TANK, MIXINGVALVE, AND RECIRC. PUMP TO BE FURNISHED WITH WATERHEATER.
RUN NEW DOMESTIC WATER PIPING IN CEILING SPACE OF LEVEL1 AS SHOWN. PIPING TO BE WITHIN WARM SIDE OF BUILDINGENVELOPE. COORDINATE CLOSELY WITH INSULATION ANDSTRUCTURE.
RISE 3/4" H & C WATER AND 3/4" HWRC LINES UP IN WALL ABOVEFOR FIXTURES ON LEVEL 2. REFER TO SHEET P1.2 FORCONTINUATION. LEVEL 2 AND LEVEL 3 ARE TO HAVE SEPARATEPIPING SYSTEMS.
RISE 3/4" H & C WATER AND 3/4" HWRC LINES UP IN WALL ABOVEFOR FIXTURES ON LEVEL 3. REFER TO SHEET P1.2 FORCONTINUATION. LEVEL 2 AND LEVEL 3 FIXTURES ARE TO HAVESEPARATE PIPING SYSTEMS.
RUN 1/2" H&C LINES, 1-1/2" WASTE, 1-1/2" VENT AND 1/2" HWRCLINE THRU JOIST SPACE. DOMESTIC WATER PIPING TO BEWITHIN WARM SIDE OF BUILDING ENVELOPE. COORDINATECLOSELY WITH INSULATION AND STRUCTURE.
PROVIDE ISLAND SINK VENTING FOR KITCHEN SINK ABOVE.REFER TO DETAIL ON SHEET P1.3 FOR TYPICAL INSTALLATION.
WASTE LINE DOWN FROM FIXTURES ON LEVEL 2 OR LEVEL 3.COMBINE PIPING BELOW LOWEST FIXTURE AND EXTEND DOWNIN WALL TO BELOW LEVEL 1. PROVIDE CLEAN OUT AT 12" ABOVELEVEL 1 FLOOR IN EACH VERTICAL WASTE LINE.
RUN WASTE LINE BELOW LEVEL 1 FLOOR. FIELD COORDINATEWASTE PIPING WITH FOOTINGS AND FOUNDATION WALLS.
OFFSET WASTE PIPING AROUND DOORWAY IN CEILING SPACEOF LEVEL 1 BEFORE DROPPING DOWN THRU FLOOR.
RISE 1-1/2" VENT UP IN WALL ABOVE. (SEE SHEET P1.2) DROP1-1/2" WASTE LINE DOWN IN WALL TO BELOW FLOOR.
CONDENSING UNITS. SEE MECHANICAL DRAWINGS.
GAS METER LOCAL GAS COMPANY. METER TO BE SIZED FOR400,000 BTU CAPACITY WITH 0.5 psi DISCHARGE PRESSURE.
EXTEND 1-1/4" GAS LINE THRU EXTERIOR WALL AND RISE UP ONINTERIOR OF GARAGE WALL. SUPPORT GAS LINE TO WALL WITHUNISTRUT SUPPORTS.
RUN GAS PIPING THRU LEVEL 2 FLOOR JOISTS AS SHOWN. RISEPIPING UP IN FURNACE ROOM ABOVE. SEE SHEET P1.2 FORCONTINUATION OF PIPING ON LEVELS ABOVE. COORDINATEPIPING RISE WITH FURNACE AND DUCTWORK IN FURNACEROOMS TO ALLOW SHUT-OFF VALVES TO BE ACCESSIBLE.
NO SCALE
VERTICAL FIRE RISER DETAIL
NOTE:
WE
T
R
I
S
E
R
WATER SUPPLY FROM CITY WATER MAIN. USE CLASS 53 DUCTILE IRON WHEN
CROSSING UNDER BLDG FOUNDATION.
USE FLEXIBLE GROOVED PIPE COUPLING ONLY IF SEISMIC BRACING IS
REQUIRED. SEE NOTE #12.
GROOVED BUTTERFLY VALVE WITH INTEGRAL SUPERVISORY SWITCH.
DOUBLE CHECK BACKFLOW PREVENTER WITH RELATED TRIM AND GAUGES.
3-1/2" DIAMETER WATER GAUGE WITH 14" TEST AND ISOLATION VALVE.
VANE TYPE WATER FLOW SWITCH.
SUPPLY TO WET PIPE FIRE SPRINKLER SYSTEM.
SWING CHECK VALVE.
RISER MANIFOLD - INCLUDES PRESURE GAUGE, FLOW SWITCH, PRESSURE
RELIEF VALVE, AND TEST AND MAIN DRAIN DEVICE.
INSPECTOR'S TEST & MAIN DRAIN DEVICE 'IT' - PIPE TO OUTSIDE.
PRESSURE RELIEF VALVE SHALL BE REQUIRED SET AT 175 PSI.- PIPED TO
DISCHARGE OUTSIDE.
SEISMIC BRACING REQUIRED IN SEISMIC DESIGN CATEGORY C, D, E, F.
1/2" AUTOMATIC BALL DRIP VALVE.
PIPE TO DRAIN OUTSIDE.
WEATHERPROOF ELECTRIC BELL OR HORN AND STROBE (OUTSIDE).
OUT TO FIRE DEPARTMENT CONNECTION WITH GALVANIZED SCH 40 PIPING-
PROVIDE BALL DRIP WHEN TRAPPING PIPE. SIZE CONNECTION AS REQUIRED.
NOTE: PIPE FDC TO REMOTE LOCATION WHEN REQUIRED BY FIRE MARSHAL.
GALVANIZED FLANGE AND SPOOL PIECE
CLASS 53 D.I. FLANGED SPIGOT
3/4" A.T.R.
3/4" BENT EYE BOLT
MECHANICAL JOINT 90° ELL
CONCRETE THRUST BLOCK WITH 5 SQ. FEET BEARING AREA
UNDISTURBED EARTH
LOW TEMPERATURE SENSOR - MOUNTED ON WALL - THIS SWITCH IS
PROVIDED UNDER DIVISION 28 OF THE SPECIFICATIONS.
SPARE HEAD CABINET WITH SPARE SPRINKLER HEADS AND WRENCHES.
LAMINATED SYSTEM MAP WITH SYSTEM START-UP AND SHUT-DOWN
INSTRUCTIONS.PROVIDE SLEEVES WHERE PIPING PENETRATES BUILDING AT FLOOR ANDWALLS. SEAL AROUND PENETRATION WITH FLEXIBLE MASTIC AT FLOOR.PROVIDE 2" ANNULAR SPACE AROUND AND RESTRAIN FLANGE SPIGOT.
5'-
6
"
M
I
N
.
0'-
6
"
1'-
0
"
FLOOR SLEEVE
WET RISER DETAIL NOTES
FS
TS
TS
LT
IT
26
25
24
23
22
21
20
21
22
23
1
20
19
19
18
17
16
15
14
18
17
2
3
4
5
13
14
16 13
12
11
10
9
8
7
6
25
5
9
6
3
5
8
24
10
11
5
4
3
2
1
72
12
15
26
NOTE:
FIRE RISER TO BE DEFERRED SUBMITTAL FROM LICENSED LIFE SAFETYCONTRACTOR.
LE
V
E
L
1
-
P
L
U
M
B
I
N
G
F
L
O
O
R
P
L
A
N
KS-1
WC-1
8
1-1/2" W
1-1/2" V
1/2" H&C
7
3"
W
KS-1
1-1/2" W
1CU
1CU
RP-1
RP-1 FD-1 RP-1
GARAGE 4
105
GARAGE 3
106GARAGE 2
107GARAGE 8
108
COMMONS
101
COV. PORCH
104
FIRE RISER
103
MECH
102
COMMONS
101
COV. PORCH
100
GGGGGGGGGGGGGG
G
G
(ON LEVEL 2)
WC-1 (ON LEVEL 3)
2" V
T-1 (ON LEVEL 2)
T-1 (ON LEVEL 3)L-
1
(O
N
L
E
V
E
L
3
)
L-
1
(O
N
L
E
V
E
L
2
)
W-
1
(O
N
L
E
V
E
L
2
)
W-
1
(O
N
L
E
V
E
L
3
)
FD-1
(ON LEVEL 2)
FD-1
(ON LEVEL 3)
WC-1 (ON LEVEL 3)
WC-1 (ON LEVEL 2)
2" V
L-
1
(O
N
L
E
V
E
L
3
)
L-
1
(O
N
L
E
V
E
L
2
)
W-1 (ON LEVEL 3)
W-1 (ON LEVEL 2)
FD-1 (ON LEVEL 3)
FD-1 (ON LEVEL 2)
T-1
(ON LEVEL 2)
T-1
(ON LEVEL 3)
L-
1
(O
N
L
E
V
E
L
3
)
L-
1
(O
N
L
E
V
E
L
2
)
2" W 2" W
1-1/2" W 2" W
1" GAS UP TO LEVELS 1 & 2
2" V
14
6 5
5 6
RP-1
3" W
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1516
16
1/2" HWRC
3/4"
13
(ON LEVEL 2)
44
4
1
SIAMESE FIRE DEPARTMENTCONNECTION AND ELECTRICALARM GONGWH-1 WH-1
WH-1 WH-1
33
4" FIRE SPRINKLER LINE. REFERTO SITE PLAN FOR CONTINUATION.
1-1/4" DOMESTIC COLD WATER SERVICE LINE.REFER TO SITE PLAN FOR CONTINUATION.
9
9
12
11
9
99
9
9
9
4
(ON LEVEL 2)
KS-1
(ON LEVEL 3)
7 7
3/4"43/4"
3/4"
9
FD-1
GARAGE 4
105
GARAGE 3
106
GARAGE 2
107
GARAGE 4
108
COMMONS
101
COV. PORCH
104
FIRE RISER
103
MECH
102
4" FIRE SPRINKLER LINE. REFERTO SITE PLAN FOR CONTINUATION.
1-1/4" DOMESTIC COLD WATER SERVICE LINE.REFER TO SITE PLAN FOR CONTINUATION.
9
99
9
9
COMMONS
101
COV. PORCH
100
9
9
99
FOUNDATION PLUMBING FLOOR PLAN
SCALE: 1/8" = 1'-0"NO
R
T
H
4" WASTE LINE TO STREET. REFERTO SITE PLAN FOR CONTINUATION.COTG
FD-1
2" V
4" W 4" W
4" W
10
10
10 10 10
10
4" W
4" W
4" W 4" W
4" W2" W 2" W
2" W
2" W
2" W
3" W 2" W
3" W
2" W
2" W 2" W
CLEAN OUT DETAILS
NO SCALE
CLEANOUT TO GRADE (COTG)
WASTE LINE
FINISH GRADE
1'-0"
WALL CLEANOUT (WCO)
1/8 BEND
FLOOR LINE
WALL
BRASS CLEANOUT PLUGWITH COUNTER SUNK HEAD
16" SQUARE CONC PADTROWEL SMOOTH
1/8 BEND IF CLEANOUTOCCURS AT END OF LINE.
WASTE LINE.LENGTH TO SUIT.
CHROMEWALL COVERAND SCREW
MAY EXTEND AS AWASTE OR VENT
PLUGGED TEEWITH CLEANOUT
BALANCE OF PIPINGSAME AS CLEANOUT TOGRADE.
1/8 BEND
CEILING ESCUTCHEON
CEILING
FLOOR
RUN BELOW TRUSSES
BALL VALVE (TYP)
TYPICAL UNION
SUPPLY TO BUILDING
SLEEVE FLOOR PENETRATIONSAROUND WATER SUPPLY LINES
DOUBLE CHECK VALVE
BACKFLOW PREVENTER WITHBALL VALVES AND STRAINER
3/4" HOSE
THREADFITTING
NO SCALE
VERTICAL WATER PRESSURE REDUCING STATION
COMBINATION PRESSUREREDUCING VALVE AND STRAINER.SET DISCHARGE AT 60 PSIG
PRESSURE GAGE0 - 100 PSI RANGE
WATER SUPPLYTO BUILDING
ENTIRE BUILDING TO BE FIRE SPRINKLED TO MEETNFPA.13 CODE REQUIREMENTS. FIELD VERIFYLOCATIONS OF OTHER PIPING, DUCTWORK, ELECTRICALCONDUITS, AND BUILDING STRUCTURE. COORDINATEFIRE SPRINKLER HEADS AND PIPING WITH ALL OTHERTRADES. FIRE PIPING TO GO AROUND ALL MECHANICALDUCTWORK, GRILLES, AND CEILING HATCHES, ETC.
1" CW
1-1/4" CW
1" G 16 16 161" G
1" G
1-1/4" G
1" G
GAS LOAD CALCULATIONS
1F 44,000 BTU
1F 44,000 BTU
2F 66,000 BTU
2F 66,000 BTU
220,000 BTUTOTAL GAS LOAD 400,000 BTUTOTAL DESIGN LOAD 70 FEETDEVELOPED LENGTH 0.5 PSIDISCHARGE PRESSURE 1-1/4"MAIN GAS PIPE SIZE
2CU
2CU
13
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DRAWN BYMLJ
Engineered
Systems
Associates
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REVISIONS
#Date Description
REXBURG, ID
4/26/2022
6-2-2022
P1.2
LEVEL 2 - PLUMBING FLOOR PLAN
SCALE: 1/4" = 1'-0"NO
R
T
H
PLAN NOTES:
CONDENSATE DRAIN PIPING DETAIL
NO SCALE
SCHEDULE 40 PVC EXHAUST PIPING
SCHEDULE 40 PVC INTAKE VENT PIPING FULLY CASED
COOLING COILCONNECTIONS
DX COOLINGCOIL
COOLING COILCOND. DRAIN
TRAP
NOTE:3/4"FURNACE CONDENSATE
DRAIN
FURNACE
DO NOT RUN CONDENSATE DRAIN
WILL ALLOW ACCESS TO FURNACECOMPONENTS AND FILTERS.
PIPING IN FRONT OF FURNACE. THISRUN TO NEAREST
FLOOR DRAIN
3/4"
1/2"
VACUUMBREAKER TOATMOSPHERE
GAS LINE
SHUTOFF VALVE
DIRT LEG
UNION
FLEXIBLE HOSE CONNECTION
NO SCALE
WATER HEATER PIPING DIAGRAM
3/4"CHECK VALVE
UNION (TYP)
BALL VALVE (TYP)
WATER HEATER
HEAT TRAP FITTING
TEMPERED WATERMIXING VALVE FOR
COLD WATER LINE
HOT WATER LINE
THERMOMETER
PIPE FULL SIZE
TO FLOOR DRAIN
ASME T&PRELIEF VALVE
SEISMIC BRACINGSTRAPS ANCHOREDTO WALL
2" RIGID INSUL.
BASE UNDERWATER HEATER
DRAIN VALVE WITHTHREADED HOSE CONNECT.
AMTROL ST-5EXPANSION TANK
COLD WATERINLET
WASHER BOX PIPING DETAIL
NO SCALE
LE
V
E
L
2
-
P
L
U
M
B
I
N
G
F
L
O
O
R
P
L
A
N
LIVING
BEDROOM
KITCHENBATH
STOR
COMMON
MASTER BED
BATH
KITCHEN
LIVING
BEDROOM
1F
10
2F
9
DW-1 KS-1
ICE
W-1L-1T-1
WC-1
FD-1
4
2
7
5
1-1/2" W
1-1/2" V
1/2" H&C
3
2" V
191
2" V2" V
2" W
10
9FD-1
7
6
DW-1KS-1
W-1
L-1
ICE
11 11
1/2" H&C IN TOE SPACE
10
3" VTR3" VTR
12
WC-1 L-1
T-1
99
10
13" VTR
2" V
2" V
2" V
2" V
2" V
2" V
10
10
10
FD-1 (ABOVE)
9
5
11
9
10 9
6
2" V
FD-1(ABOVE)
1 3" VENT STACK UP IN WALL FROM FIXTURES. SEE SHEET P1.3.
RISE 1-1/2" VENT UP IN WALL ABOVE. (SEE SHEET P1.2) DROP1-1/2" WASTE LINE DOWN IN WALL TO BELOW FLOOR.
RUN WATER, WASTE AND VENT PIPING IN CEILING SPACE FORKITCHEN SINK AND DISHWASHER ON LEVEL ABOVE.COORDINATE WITH DUCTWORK ON LEVEL BELOW.
PROVIDE ISLAND SINK VENTING FOR KITCHEN SINK. REFER TODETAIL ON THIS SHEET FOR TYPICAL INSTALLATION.
RISE 1" GAS LINE UP FROM METER BELOW. PROVIDE SHUT-OFFVALVE IN ACCESSIBLE LOCATION AND CONNECT 3/4" LINE TOFURNACE WITH FLEXIBLE HOSE. REFER TO DETAIL ON THISSHEET FOR TYPICAL PIPING CONNECTION.
RISE 3/4" GAS LINE UP TO LEVEL ABOVE. SEE SHEET P1.3.
RUN 3/4" CONDENSATE DRAIN LINE FROM FURNACE AND FROMDX COOLING COIL DOWN TO FLOOR DRAIN. TERMINATE ATFLOOR DRAIN WITH 90° TURN-DOWN ELBOW AND AIR GAP. SEEDETAIL ON THIS SHEET.
RUN WASTE PIPING FROM FLOOR DRAIN ON LEVEL ABOVE THRUCEILING SPACE AND DROP DOWN IN WALL. COORDINATE PIPINGLOCATION WITH DUCTWORK. SEE SHEET M1.2 FOR LOCATIONAND SIZES OF DUCTWORK.
DROP HOT AND COLD WATER LINES AND VENT PIPING DOWN INWALL TO CONNECT TO FIXTURE. PROVIDE SHUT-OFF VALVES ONWATER LINES. DROP WASTE PIPING DOWN THRU FLOOR. REFERTO SHEET P1.1 FOR PIPING ON LEVEL 1. EACH LIVING SPACE ONLEVELS 2 AND 3 ARE TO BE SERVED WITH SEPARATE DOMESTICWATER PIPING. EACH UNIT TO HAVE SEPARATE WATER HEATERAND MAIN SHUT-OFF VALVE LOCATED IN MECHANICAL ROOM ONLEVEL 1. REFER TO SHEET P1.1 FOR WATER HEATER ANDSHUT-OFF LOCATIONS.
HOT WATER, COLD WATER AND WASTE PIPING UP IN WALL FORFIXTURES ON LEVEL 3 ABOVE. COORDINATE WITH OTHER PIPINGFOR THIS LEVEL. LEVEL 3 PIPING TO BE RUN IN CEILING SPACEOF LEVEL 2. REFER TO SHEET P1.3 FOR CONTINUATION OFPIPING AND FIXTURES ABOVE. EACH LIVING SPACE ON LEVELS 2AND 3 ARE TO BE SERVED WITH SEPARATE DOMESTIC WATERPIPING. EACH UNIT TO HAVE SEPARATE WATER HEATER ANDMAIN SHUT-OFF VALVE LOCATED IN MECHANICAL ROOM ONLEVEL 1. REFER TO SHEET P1.1 FOR WATER HEATER ANDSHUT-OFF LOCATIONS.
DROP 1/2" H&C WATER LINES DOWN IN WALL TO TOE SPACE OFCABINETS. RUN PIPING BELOW CABINETS TO FIXTURES ASSHOWN. RISE UP UNDER KITCHEN SINK AND PROVIDE SHUT-OFFVALVES. DROP 1-1/2" WASTE LINE DOWN THRU FLOOR AND RUNIN CEILING SPACE OF LEVEL 1. REFER TO SHEET P1.1 FORCONTINUATION.
RISE 1-1/2" VENT UP IN WALL TO ABOVE LEVEL 3 CEILING. REFERTO SHEET P1.3 FOR CONNECTION TO 2" VTR.
RUN ALL WATER PIPING FOR LEVELS 2 & 3 IN CEILING SPACE OFLEVEL 2. REFER TO PLUMBING FIXTURE SCHEDULE FOR PIPESIZES TO INDIVIDUAL FIXTURES. ALL OTHER DOMESTIC WATERPIPING TO BE 3/4" UNLESS NOTED OTHERWISE. EACH LIVINGSPACE ON LEVELS 2 AND 3 ARE TO BE SERVED WITH SEPARATEDOMESTIC WATER PIPING. EACH UNIT TO HAVE SEPARATEWATER HEATER AND MAIN SHUT-OFF VALVE LOCATED INMECHANICAL ROOM ON LEVEL 1. REFER TO SHEET P1.1 FORWATER HEATER AND SHUT-OFF LOCATIONS.
2
3
4
5
6
7
8
9
8
10
11
10
12
8
13
13
139
13
6"
V
E
R
T
I
C
A
L
LP GAS LINE CONNECTION DETAIL
NO SCALE
3/4"
RISE UP FROMGARAGE BELOW.SEE SHEET P1.1
MANUAL MAINSHUT-OFF VALVE
GROUND JOINTUNION
EQUIPMENTCASING
3/4" FLEXIBLE GASCONNECTOR. 18"MAXIMUM LENGTH.
DRIP LEG SAMESIZE AS DROP
ENTIRE BUILDING TO BE FIRE SPRINKLED TO MEETNFPA.13 CODE REQUIREMENTS. FIELD VERIFYLOCATIONS OF OTHER PIPING, DUCTWORK, ELECTRICALCONDUITS, AND BUILDING STRUCTURE. COORDINATEFIRE SPRINKLER HEADS AND PIPING WITH ALL OTHERTRADES. FIRE PIPING TO GO AROUND ALL MECHANICALDUCTWORK, GRILLES, AND CEILING HATCHES, ETC.
ISLAND SINK VENTING DETAIL
WCO
NO SCALE
1-1/2"2"
2"
TYPICAL SINK 2"
2" VENT PIPE
2"
FOOT VENT2"
NEARESTPARTITION
42
"
T
O
2" WASTE LINE
2" VENT LINE UP
1/2" HOT WATER LINE
1/2" COLD WATER LINE
FINISHED FLOOR
SHUT-OFF VALVES
2" P-TRAP
FL
O
O
R
2x4 WOOD HEADERABOVE UTILITY BOX
CUT EXISTING CONCRETEFLOOR AS REQUIRED TOCONNECT TO EXISTING PIPING.
DROP 2" WASTE LINE DOWNBELOW FLOOR AND CONNECT
TO EXISTING WASTE PIPING.
STUD WALLAT 16" O.C.
1-1/2" W INCEILING SPACE
13
1/2" HWRC
1/2" HWRC
1/2" HWRC1/2" HWRC
13
TH
E
S
E
D
R
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REVISIONS
#Date Description
REXBURG, ID
4/26/2022
6-2-2022
P1.3
LEVEL 3 - PLUMBING FLOOR PLAN
SCALE: 1/4" = 1'-0"NO
R
T
H
PLAN NOTES:
1 3" VENT STACK UP IN WALL FROM FIXTURES ON LEVELS BELOW.
RISE 1-1/2" VENT UP IN WALL ABOVE. DROP 1-1/2" WASTE LINEDOWN IN WALL TO BELOW FLOOR. (SEE SHEET P1.2)
RUN WATER, WASTE AND VENT PIPING BELOW FLOOR TOKITCHEN SINK AND DISHWASHER. SEE SHEET P1.2 FOR PIPING.COORDINATE WITH DUCTWORK ON LEVEL BELOW.
PROVIDE ISLAND SINK VENTING FOR KITCHEN SINK. REFER TODETAIL ON SHEET P1.2 FOR TYPICAL INSTALLATION.
RISE 3/4" GAS LINE UP FROM METER BELOW. PROVIDE SHUT-OFFVALVE IN ACCESSIBLE LOCATION AND CONNECT TO FURNACEWITH FLEXIBLE HOSE. REFER TO DETAIL ON SHEET P1.2 FORTYPICAL PIPING CONNECTION.
RUN 3/4" CONDENSATE DRAIN LINE FROM FURNACE AND FROMDX COOLING COIL DOWN TO FLOOR DRAIN. TERMINATE ATFLOOR DRAIN WITH 90° TURN-DOWN ELBOW AND AIR GAP.REFER TO DETAIL ON SHEET P1.2 FOR TYPICAL FURNACE PIPING.
RISE HOT AND COLD WATER LINES AND WASTE PIPING UP THRUFLOOR AND CONNECT TO FIXTURE. PROVIDE SHUT-OFF VALVESON WATER LINES. CONTINUE VENT PIPING UP TO ABOVE CEILINGAND CONNECT TO 3" VENT STACK AS SHOWN. REFER TO SHEETP1.2 FOR PIPING ON LEVEL 2.
RISE 1/2" H&C WATER LINES UP IN WALL TO TOE SPACE OFCABINETS. RUN PIPING BELOW CABINETS TO FIXTURES ASSHOWN. RISE UP UNDER KITCHEN SINK AND PROVIDE SHUT-OFFVALVES. DROP 1-1/2" WASTE LINE DOWN THRU FLOOR AND RUNIN CEILING SPACE OF LEVEL 2. REFER TO SHEET P1.2 FORCONTINUATION.
RISE 1-1/2" VENT UP FROM LEVEL 2 TO ABOVE LEVEL 3 CEILING.CONNECT TO 2" VTR.
LIVING
BEDROOM
KITCHENBATH
STOR
COMMON
MASTER BED
BATH
KITCHEN
LIVING
BEDROOM
1F
7
2
3
4
5
6
7
2F
7
8
9
TRAP
---
1-1/2"
1-1/2"
LAVATORY
ICE MAKER CONNECTION
WATER CLOSET
KITCHEN SINK
FLOOR DRAIN
L-1
KS-1
FD-1
DW-1
SYM.
WC-1
DESCRIPTION
2"
---
1-1/2"
2"
1-1/2"1-1/2"
1-1/2"
2" 2"
---
INT.3"
1/2"
---
1/2"
1/2"
---
1/2"
1/2"
1/2"
---
-
PIPE SIZEVENTWASTE C.W.H.W.
WITH P-TRAP AND SLOTTED STRAINER
COUNTERTOP, DOUBLE COMPARTMENT WITH GARBAGE DISPOSAL
COUNTERTOP MOUNT
FLUSH TANK
REMARKS
PROVIDE 3/8" COLD WATER LINE WITHSHUT-OFF VALVE. MOUNT RECESSED IN WALL..
---
1-1/2"
RESIDENTIAL DISHWASHER
TUB / SHOWER
ICE
T-1
---
1-1/2"1-1/2"
3/4"
1/2"
---
1/2"
1/2"OWNER FURNISHED AND CONTRACTOR INSTALLED. CONNECT HOT
WATER AND WASTE LINE TO ADJACENT SINK.
OWNER TO APPROVE MANUFACTURERS AND MODEL NUMBERS OF ALL PLUMBING FIXTURES.
2"WASHING MACHINE BOXW-1 2"2"1/2" 1/2"
LE
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DW-1 KS-1
ICE
W-1L-1
T-1
WC-1
FD-1
4
2
6
5
2" V
171
2" V2" V
2" V
7
7FD-1
6
5
DW-1KS-1
W-1
L-1
ICE
8 8
8
2" VTR
3" VTR3" VTR
9
WC-1 L-1
T-1
77
7
13" VTR
2" V
2" V
2" V
2" V
2" V
2" V
ENTIRE BUILDING TO BE FIRE SPRINKLED TO MEETNFPA.13 CODE REQUIREMENTS. FIELD VERIFYLOCATIONS OF OTHER PIPING, DUCTWORK, ELECTRICALCONDUITS, AND BUILDING STRUCTURE. COORDINATEFIRE SPRINKLER HEADS AND PIPING WITH ALL OTHERTRADES. FIRE PIPING TO GO AROUND ALL MECHANICALDUCTWORK, GRILLES, AND CEILING HATCHES, ETC.
3
1/2" H&C IN TOE SPACE
TOP SUPPLY WITH SHUT-OFF VALVES AND 2"STANDING TRAP. MOUNTED RECESSED IN WALL.
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Engineered
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REVISIONS
#Date Description
REXBURG, ID
4/26/2022
6-2-2022
M1.1
LEVEL 1 - MEHCANICAL FLOOR PLAN
SCALE: 1/4" = 1'-0"NO
R
T
H
PLAN NOTES:
1 MOUNT CONDENSING UNIT ON CONCRETE PAD WITH 1" THICK
NEOPRENE PADS UNDER EACH CORNER.
RISE REFRIGERANT LINES UP INSIDE WALL CAVITY TO CEILINGOF GARAGE AND EXTEND THRU WALL.
RUN REFRIGERANT LINES THRU GARAGE CEILING SPACE.SUPPORT PIPING TO FLOOR ABOVE WITH PIPE CLAMPS.
RISE REFRIGERANT LINES UP IN IN MECHANICAL ROOM ABOVETO CONNECT TO CORRESPONDING FURNACE SYSTEM.
COORDINATE PIPING LOCATION WITH EQUIPMENT ANDDUCTWORK IN ROOMS. SEE SHEETS M1.2 AND M1.3.
INSTALL THRU-THE-WALL PTAC UNIT AS SCHEDULED. UNIT TO BECOMPLETE WITH WALL SLEEVE, OUTDOOR AIR GRILLE, AND
WALL MOUNTED THERMOSTAT. REFER TO DETAIL ON THISSHEET FOR TYPICAL INSTALLATION.
WATER HEATER FOR INDIVIDUAL UNITS ABOVE. REFER TOPLUMBING DRAWINGS.
LE
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L
1
-
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4
1CU
1CU
1
4
1EH
2EH
1AC
T
WH-1
WH-1
WH-1
WH-1
6
6
6
6
FIRE RISER. SEEPLUMBING SHEETS
2
GARAGE 4
105
GARAGE 3
106
GARAGE 2
107
GARAGE 4
108
COMMONS
101
COV. PORCH
104
FIRE RISER
103MECH
102
COMMONS
101
COV. PORCH
100
3
3
2
3
4
5
OUTDOOR GRILLE
CAULKSTEEL LINTEL
WALL RECEPTACLE ANDCONDUIT BY ELECTRICAL
CAULK AROUND PERIMETER OFWALL CASE ON ALL FOUR SIDESWHERE IT JOINS THE BUILDING(INTERIOR AND EXTERIOR)
FLOOR
MAINTAIN 15" MINIMUMCLEARANCE IN FRONT OFUNITS.
3" MIN.5" MAX.
EXTERIOR WALL
ROOMCABINET
MOUNTING SCREWS BYINSTALLER
THRU-THE-WALL A/C UNIT DETAIL
NO SCALE
5
6
2EH
3/4" CD TO FLOOR DRAIN
REFRIGERANT PIPING DIAGRAM
FILTERDRYER
NO SCALE
SIGHT GLASS WALL ANCHOR
EXPANSION VALVE
L
UNITCONDENSING
AT RISE AND 8'-0"
MAXIMUM SPACING
PIPE SUPPORT AT DROP
S
S
L
PIPE SUPPORT
FURNACE
COIL SECTION
CORNER OF UNITPADS AT EACH ISOLATION PADS
2CU
2CU
133
2
GAS METER. SEEPLUMBING DRAWINGS.
3EH 3EH
3EH 3EH
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Engineered
Systems
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REVISIONS
#Date Description
REXBURG, ID
4/26/2022
6-2-2022
M1.2
LEVEL 2 - MEHCANICAL FLOOR PLAN
SCALE: 1/4" = 1'-0"NO
R
T
H
PLAN NOTES:
NO SCALE
CONCENTRIC VENT TERMINATION THRU ROOF
APPROX. 6"
SCREW SLEEVE SECURELYTO 2x4 BRACING. SCREWHEAD TO BE INSTALLEDINSIDE OF SLEEVE(TYPICAL OF 4)
ROOF
FLASHING
ACCUMULATION
18" MINIMUM ABOVEAVERAGE SNOW
INTAKE
EXHAUST
CLAMP
SHEET METAL STRAP20 GA GALVANIZED
SLEEVE. ALLOWPIPING TO MOVE
20 GA GALVANIZED
FREELY THRU SLEEVE
INTAKEEXHAUST
SIDE OF FURNACE
DO NOT BLOCK FILTERACCESS WITH CONDUIT,THREADED ROD, ORCONDENSATE DRAINS,
NOTE: EXTERNAL FILTERSECTION MUST BECONSTRUCTED TOACCOMMODATE STANDARDFILTER SIZE.
1" TRACK TOPAND BOTTOM
LEAVE RETURN AIR PANEL OFFBOTH SIDES OF FURNACE ANDLEAVE 16" MINIMUM SPACINGBETWEEN UNITS.
FILTER RACK DETAIL
NO SCALE
NO SCALE
FURNACE VENT TERMINATION THRU WALL
VENT PLATECOMBUSTIONAIR VENT
FURNACEFLUE
12" MINIMUMTO OVERHANG
MAINTAIN 12" MINIMUMCLEARANCE ABOVEHIGHEST ANTICIPATEDSNOW LEVEL OR GRADEWHICHEVER IS GREATER
SECURE TO WALLWITH 2" SCREWS
VENT PLATE
CONNECT FURNACE VENTSTO WALL SLEEVES. UTILIZEREDUCING COUPLER IF REQ'D.
SEAL ALL WALLCAVITIES WATER TIGHT
BUILDINGWALL
NO SCALE
DRYER VENT DETAIL
A
FLOOR
CEILING
4" HOSE CLAMP DRYER
4" FLEXIBLEDRYER VENT HOSE
DRYER VENT HOSE
A
PLAN VIEW
4" FLEXIBLE
INSTALL UNDER ROOFMEMBRANE AND SEAL
ROOF
WATERTIGHT
DUCT UP IN WALL
4" HOSE CLAMP
4"Ø DRYER12" MIN.
RISE 4"Ø DUCTUP IN WALL
NOTE:
1-
2-
NO PROJECTIONS SUCH AS SCREWS OFSHEET METAL CORNERS IN DUCTWORK OR ATELBOWS ARE ALLOWED.
MAXIMUM DUCT LENGTH IS 25'-0" INCLUDING5'-0" REDUCTION FOR EACH 90° ELBOW.
PROVIDE 4"Ø HOSECONNECTION AT 4" AFF.EXTEND THRU WALL 2" MINIMUMFOR DRYER CONNECITON.
ROOF CAP WITHBACK-DRAFT DAMPER
PROVIDE MODEL DB425 "DRYERBOX" IN WALLWITH 4"Ø DUCT THRU ROOF. CONNECT 4"ØFLEXIBLE DRYER VENT TO EXHAUST DUCT4" HOSE CLAMP
1 MOUNT PROGRAMMABLE THERMOSTAT ON WALL AND RUN 5CONDUCTOR THERMOSTAT WIRE TO CORRESPONDINGFURNACE AND CONDENSING UNIT LOCATED AT GRADE LEVEL.
INSTALL GAS FIRE FURNACE IN CLOSET. RISE (2) 2"Ø CPVCFURNACE VENTS UP TO CEILING AND EXTEND THRU EXTERIORWALL WITH FLAT TYPE CONCENTRIC FITTING. SEE DETAIL ONTHIS SHEET.
DROP REFRIGERANT LINES DOWN THRU FLOOR AND RUN TOCORRESPONDING CONDENSING UNIT AT GRADE LEVEL. REFERTO SHEET M1.1 FOR CONTINUATION OF PIPING. COORDINATEPIPING WITH EQUIPMENT AND DUCTWORK IN ROOM.
REFRIGERANT LINES UP THRU FLOOR ABOVE FOR EQUIPMENTON LEVEL ABOVE. SEE SHEET M1.3 FOR CONTINUATION.
PROVIDE AND INSTALL DRYER WALL BOX IN WALL. DRYER BOXTO BE COMPLETE WITH 4"Ø DUCT UP IN WALL TO ROOF CAP. SEEDETAIL ON THIS SHEET FOR TYPICAL INSTALLATION.
RISE 4"Ø EXHAUST DUCT UP THRU ROOF WITH ROOF CAP. SEEDETAIL ON SHEET M1.3 FOR TYPICAL INSTALLATION.
RISE (2) 2"Ø CPVC FURNACE VENTS UP AND EXTEND THRU ROOFWITH CONCENTRIC FITTING. SEE DETAIL ON THIS SHEET.
MOUNT RETURN GRILLE AT 6" ABOVE FLOOR. PROVIDE FILTERSECTION IN FURNACE ROOM.
INSTALL TRANSFER GRILLE ABOVE DOORWAY WITH GRILLE ONBOTH SIDES OF WALL.
LIVING
BEDROOM
KITCHEN
BATH
STOR
COMMON
MASTER BED
BATH
KITCHEN
LIVING
BEDROOM
SR-1250
SR-1225
CD-1225
CD-1100
2
1F
1EF
6
5
RG-1
T
1
2
3
4
5
3
6
7
14x10 RA
14x10 SA14x10 SA
8"Ø SA 8"Ø SA
8"Ø SA
8"Ø SA
3
2F
SR-1225
SR-1225
1EF
6
SR-2325
CD-1100
18x10 SA
RG
-
2
SR-2325
5
7
T
1
8
8
9
TG-1
TG-1
TG-2
9
9
9
TG-1 9
4
4
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8"Ø SA
8"Ø SA
8"Ø SA
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Engineered
Systems
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F
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REVISIONS
#Date Description
REXBURG, ID
4/26/2022
6-2-2022
M1.3
LEVEL 3 - MEHCANICAL FLOOR PLAN
SCALE: 1/4" = 1'-0"NO
R
T
H
PLAN NOTES:
1 MOUNT PROGRAMMABLE THERMOSTAT ON WALL AND RUN 5CONDUCTOR THERMOSTAT WIRE TO CORRESPONDINGFURNACE AND CONDENSING UNIT LOCATED AT GRADE LEVEL.
INSTALL GAS FIRE FURNACE IN CLOSET. RISE (2) 2"Ø CPVCFURNACE VENTS UP TO CEILING AND EXTEND THRU EXTERIORWALL WITH FLAT TYPE CONCENTRIC FITTING. SEE DETAIL ONSHEET M1.2.
DROP REFRIGERANT LINES DOWN THRU FLOOR AND RUN TOCORRESPONDING CONDENSING UNIT AT GRADE LEVEL. REFERTO SHEET M1.1 FOR CONTINUATION OF PIPING.
PROVIDE AND INSTALL DRYER WALL BOX IN WALL. DRYER BOXTO BE COMPLETE WITH 4"Ø DUCT UP IN WALL TO ROOF CAP. SEEDETAIL ON SHEET M1.2 FOR TYPICAL INSTALLATION.
4"Ø DRYER VENT UP FROM FLOOR BELOW. EXTEND THRU ROOFWITH ROOF CAP. REFER TO SHEET M1.2 FOR CONTINUATION OFDUCT BELOW.
RISE 4"Ø EXHAUST DUCT UP THRU ROOF WITH ROOF CAP. SEEDETAIL ON THIS SHEET FOR TYPICAL INSTALLATION.
4"Ø EXHAUST DUCT UP FROM BELOW. EXTEND UP THRU ROOFWITH ROOF CAP. SEE DETAIL ON THIS SHEET.
RISE (2) 2"Ø CPVC FURNACE VENTS UP AND EXTEND THRU ROOFWITH CONCENTRIC FITTING. SEE DETAIL ON SHEET M1.2.
(2) 2"Ø CPVC FURNACE VENTS UP FROM BELOW. EXTEND UPTHRU ROOF WITH CONCENTRIC FITTING. SEE DETAIL ON SHEETM1.2.
MOUNT RETURN GRILLE AT 6" ABOVE FLOOR. PROVIDE FILTERSECTION IN FURNACE ROOM.
INSTALL TRANSFER GRILLE ABOVE DOORWAY WITH GRILLE ONBOTH SIDES OF WALL.
LIVING
BEDROOM
KITCHEN
BATH
STOR
COMMON
MASTER BED
BATH
KITCHEN
LIVING
BEDROOM
SR-1250
SR-1225
CD-1225
CD-1100
2
1F
1EF
67
45
RG-1
T
1
2
3
4
5
3
6
7
14x10 RA
14x10 SA14x10 SA
8"Ø SA 8"Ø SA
8"Ø SA
8"Ø SA
3
2F
SR-1225
SR-1225
1EF
67
SR-2325
CD-1100
18x10 SA
RG
-
2
SR-2325
4
5
98
T
1
10
8
9
10
ROOF
SHINGLES
AND SEAL WATERTIGHTFLASH INTO SHINGLES
ROOF CAP
(SLOPED ROOF)
EXHAUST DUCT
(SEE PLAN FOR SIZE)
DAMPERBACK-DRAFT
CEILING GRILLE CEILING
EXHAUST FAN
FAN ASSEMBLY
CABINETINSULATED
NO SCALE
CEILING MOUNTED EXHAUST FAN DETAIL
SUCTION
REFRIGERANT PIPING
LIQUID
LENNOX 13ACX-024 WITH LOW AMBIENT 'HARD START' KIT.
REMARKSMCAEATBTUSYM.CHAR.
17.595°FCU124,000 208/60/1
CONDENSING UNIT SCHEDULE
30
MOCP
ELECTRIC HEATER SCHEDULE
EH1
SYM.TYPE
RECESSED WALL MOUNTED 6142
BTU
1800
WATTS
120/60/1
CHAR CONTROL
INTEGRAL
REMARKS
QMARK MODEL AWH3180F WALL HEATER WITHAWHS1 SEMI-RECESSED MOUNTING FRAME.
S.P.E.
1EF
SYM.TYPE
CEILING MOUNTED
C.F.M.
100
EXHAUST FAN SCHEDULE
CONTROLCHAR.WATTS
870.25" 120/60/1
R.P.M.
640 WALL SWITCH
REMARKS
TWIN CITY MODEL T100 WITH BACK-DRAFT DAMPERAND 4"Ø DUCT UP TO MODEL 634M ROOF CAP.UP FLOW1F
SYM.TYPE
800
DESIGNCFM REMARKS
FURNACE SCHEDULE
CHAR.H.P.
1/30.6"
SPE
120/60/1
A.G.A.
44,000
INPUT
42,000
OUTPUT VENTLAT
65°F 105°F
EAT
3/4"(2) 2"Ø NAT.
GASTYPE
LENNOX ML195UH045XP24B WITH MATCHINGDX COOLING COIL (FULLY CASED).
THROW
CD-1
SYM.
10 x 4
SIZE
GRILLE AND REGISTER SCHEDULE
BRANCHCONSTR.
50-150
CFM
STEEL
FINISH
WHITE 8"Ø
DUCT
25
MAX. NC
YES
O.B.REMARKS
EVERBUILT E103M10X06 CEILING MOUNTED REGISTER
TG-1
TG-1
TG-2
11
11
11
TG-1 11
GASSIZE
UP FLOW2F 1200 1/30.6" 120/60/1 66,000 64,000 65°F 106°F 3/4"(2) 2"Ø NAT.
LENNOX ML195UH070XP36B WITH MATCHINGDX COOLING COIL (FULLY CASED).
CU2
3/8" 3/4"150#
WEIGHT
LENNOX 13ACX-036 WITH LOW AMBIENT 'HARD START' KIT.21.995°F36,000 208/60/1 35 3/8" 7/8"175#RG-1
RG-2
SR-1
TG-1
TG-2
14 x 14 200-800 STEEL WHITE 14x10 25 NO EVERBUILT E17014X14 CEILING MOUNTED GRILLE
20 x 20 500-1200 STEEL WHITE 20x12 25 NO
12 x 6 100-250 STEEL WHITE 8"Ø 25 YES
10 x 6 50-150 STEEL WHITE 10 x 6 25 NO
14 x 6 100-300 STEEL WHITE 14 x 6 25 NO
3- WAY
---
---
---
---
---
EVERBUILT E17020X20 WALL MOUNTED GRILLE
EVERBUILT E103M10X6 WALL MOUNTED REGISTER
EVERBUILT E123RW 10x06 1-WAY GRILLE
EVERBUILT E123RW 14x06 1-WAY GRILLE
11
LE
V
E
L
3
-
M
E
C
H
A
N
I
C
A
L
F
L
O
O
R
P
L
A
N
SR-2 14 x 6 200-350 STEEL WHITE 10"Ø 25 YES---EVERBUILT E103M14X6 WALL MOUNTED REGISTER
8"Ø SA
8"Ø SA10"Ø SA
8"Ø SA
EH2 RECESSED WALL MOUNTED 6824 2000 240/60/1 INTEGRAL
QMARK MODEL AWH4404F WALL HEATER WITHAWHS1 SEMI-RECESSED MOUNTING FRAME.
EH3 HORIZONTAL 10,200 3000 240/60/1 INTEGRAL
QMARK MODEL MUH03-21 HORIZONTAL HEATER WITH B10 WALLMOUNTING BRACKET AND UHMT1 INTERNAL THERMOSTAT.
THESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT
R
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3520 N UNIVERSITY AVENUE #200, PROVO UT 84604 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM
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ELECTRICAL NOTES, DETAILS AND
SCHEDULES
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DUPLEX RECEPTACLE WALL MOUNTED FIXTURE CEILING MOUNTED FIXTURE FLUORESCENT FIXTURE ELECTRICAL SYMBOL SCHEDULEBRANCH CIRCUIT - HOME-RUN TO PANEL BRANCH CIRCUIT - IN FLOOR OR UNDERGROUNDMECHANICAL EQUIPMENT OR DETAIL SYMBOL DRAWING NOTE (ON THE SHEET WHERE SHOWN)THERMOSTAT W/ 3/4"CONDUIT W/PULL CORD TO MECH. UNITFAN MOTOR CONNECTION POINT BRANCH CIRCUIT - CONCEALED* SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND M.C.V.I.F.A.F.F.B.F.G.NL E.C.ABOVE FINISHED FLOORBELOW FINISHED GRADEVERIFY IN FIELD NIGHT LIGHT (CONNECT TO UNSWITCHED LEG OF LTG CIRCUIT)MECHANICAL CONTRACTOR ELECTRICAL CONTRACTOR MOTOR CONNECTION POINT T EF TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO)TIME CLOCK SWITCHT11A-1,3 DOUBLE DUPLEX OUTLET (4-PLEX)JUNCTION BOX BRANCH PANELBOARDJ EMERGENCY WALL LIGHT WITH 90MIN. BATTERYPHOTOELECTRIC CELL/SWITCHHVAC SYSTEM SENSOR - SEE MECHANICAL ES WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED)SINGLE POLE SWITCH (SEE SUBSCRIPTS)RECESSED CAN FIXTUREMAIN/DISTRIBUTION PANELBOARD TRAC LIGHT SYSTEM**PUSHBUTTON (AS INDICATED ON DRAWINGS) ROUGH-IN BOX MUD RING ORIENTATION.RECPT.SUB-SCRIPTS AC=ABOVE COUNTERGFI=GROUND-FAULTIG=ISOLATED GROUNDS=SURGE SUPPRESSIONTR=UL TAMPER RESISTANTWP=WEATHERPROOF COVER W/GFCI RECEPT.TV= RECPT. FOR TV, SEE ARCH. ELEVATION DWGS FOR MTG. HEIGHT USB=RECEPTACLE W/USB CHARGERCR=CORD REEL (SEE DETAIL)F=FUSED DISCONNECT (FUSE PER EQUIP. NAMEPLATE)DISCONNECT SWITCH (SIZE AND TYPE AS INDICATED)B=ENCLOSED CIRCUIT BREAKER CEILING MOUNTED DUPLEX RECEPTACLE FLOORBOX - POWER ONLY (2-DUPLEX RECEPTACLES)FLOORBOX - MULTISERVICE DUAL-LEVEL SWITCHES; IN-BOARD AND OUT-BOARD LAMPS SHALL BE SWITCHED SEPARATELY.(SUBSCRIPT APPLIES TO BOTH SWITCHES)SWITCHSUB-SCRIPTS 3 = 3-WAY4 = 4-WAYF = EXHAUST FAN TIMER (INTERMATIC MODEL EI400 SERIES)T = THERMAL OVERLOAD SWITCH W/PILOT LIGHTP = 1-POLE SWITCH WITH PILOT LIGHT. (SEE SPECS)M = SWITCH SUPPLIED W/ EQUIPMENT (INSTALLED BY E.C.)WP = WEATHERPROOF EXIT SIGN, WALL OR CEILING MOUNT & DIRECTIONAL ARROWS ASINDICATED ON DRAWINGS. CONNECT TO UNSWITCHED LEG OFNEAREST LIGHTING CIRCUIT.EMERG. FIXTURE WITH EMERG. BATTERY PACK, CONNECTED TOUNSWITCHED LEG OF LIGHTING CIRCUIT.G.C.GENERAL CONTRACTORN.T.S.NOT TO SCALE V=VFD (PROVIDED BY M.C. CONNECTED AND INSTALLED BY E.C.)COMBINATION STARTER & FUSED DISCONNECT SWITCH; 2-SETS OF NO/NC CONTACTS,CONTROL XFMR, FUSE PER EQUIP. NAMEPLATECROSS LINES SHOW # OF PHASE/NEUTRAL CONDUCTORS IF MORE THAN TWO.EQUIPMENT/ISOLATED GROUNDING CONDUCTORS ARE NOT SHOWN. PROVIDE 'GREEN'EQUIP. GROUNDING CONDUCTOR FOR ALL CIRCUITS AND ADDITIONAL ISOLATED GROUNDWHERE INDICATED.FM LED 0-10V: LEVITON RENOIR II #AWSMG-7D* W/MATCHING WALLPLATE (* COLOR TO MATCH WIRING DEVICES)F#ENIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OFLIGHTING CIRCUIT.NLPSWITCH MOUNTED OCCUPANCY SENSOR, LINE VOLTAGE,W/ COVERPLATE, (COLOR TO MATCH WIRING DEVICES)P = PASSIVE INFRARED,1-POLE [WATTSTOPPER # PW-301]P2 = PASSIVE INFRARED,2-POLE [WATTSTOPPER # PW-302]D = DUAL TECHNOLOGY,1-POLE [WATTSTOPPER # DSW-100]D2 = DUAL TECHNOLOGY,2-POLE [WATTSTOPPER # DSW-200]SCEILING DATA WITH 1" ENT CONDUIT (1) CAT 6 CABLE TO MDF. TERMINATE BOTH ENDS, SEESPECS.CEILING MOUNTED OCCUPANCY SENSORBLANK = DUAL TECH., LINE VOLTAGE [WATTSTOPPER #DT-355]L = LARGE AREA, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2205]H = HALLWAY, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2255]R = RESTROOM, DUAL TECH., LINE VOLTAGE, 2-POLE[SENSOR SWITCH #CMR-PDT-9-2P], (1) RELAY FOR LTG, (1) RELAY FOREXHAUST FAN (30 MIN. DELAY)*PROVIDE LOW VOLTAGE SENSORS WITH POWER/RELAY PACK(S) AS REQUIRED FOROPERATION. [WATTSTOPPER #BZ-50]TO BE MOUNTED AS CLOSE TO TYPICAL DEVICE M
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NO SCALE
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ARCHITECTURAL PLANS AND DETAILS.DOOR JAMBS AS POSSIBLE.COORDINATE ALL DEVICES WITH
1
8
"
T.V. OUTLETALL MOUNTING HEIGHTS TYPICALUNLESS NOTED OTHERWISE.ALL SWITCHES AND THERMOSTATS NOTES: THERMOSTAT ORMECHANICAL SWITCHLIGHT SWITCHCONVENIENCE OUTLETTELEPHONE / DATA OUTLET T
T
(
O
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A
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N
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E
D
)
5
'
-
0
'
'
4
'
-
0
'
'
3
'
-
8
'
'
50
6
0
7
0
8
0
A.COORDINATE OUTLET HEIGHTS WITHARCHITECTS MILLWORK DWGS. TOINSURE THAT OUTLETS WILL NOT FALLBEHIND CABINETS, BACKSPLASHES,OR INTERFERE WITH WAINSCOTING, ETC.
(
O
R
A
S
N
O
T
E
D
)
@
M
I
L
L
W
O
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K
X
X
"
*
B.D.*COORDINATE LIGHT SWITCH & OUTLETHEIGHTS WITH ARCHITECTURAL WAINS-COTING AND OR TILE WORK SO AS NOTTO FALL MIDWAY IN THESE FINISHES.
*
V
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.
VOLTAGE DROP SCHEDULECONDUCTOR SIZE IS TO BE DETERMINED FROM THE FOLLOWING SCHEDULE120 VOLT, 20A. CIRCUITS#12 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 136'#10 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 216'#8 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 343'1.ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANI
C
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A
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S
FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT AN
D
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CONNECTIONS.2.ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORK
I
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E
A
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C
E
AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS
F
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A
B
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T
S
.
3.INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER
T
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M
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C
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A
N
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A
L
EQUIPMENT IS IN PLACE, ADJUST AS NECESSARY. PROVIDE
C
H
A
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SUSPENSION KITS AS REQUIRED.4.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR
E
X
A
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T
F
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X
T
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LOCATIONS, CEILING TYPES, ETC.5.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE
P
A
D
S
A
S
REQUIRED ON ALL ELECTRICAL EQUIPMENT.6.CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OU
T
L
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T
S
W
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H
OWNER PRIOR TO ROUGH - IN.7.LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTR
Y
D
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W
A
Y
S
,
A
S
CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT TO INTER
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CABINETS, ETC.8.SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.9.ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE
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WORK AND PAY ASSOCIATED FEES.10.MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATION
S
C
A
B
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E
S
A
N
D
ELECTRONIC BALLASTS.11.ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONN
E
C
T
E
D
T
O
T
H
E
UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA A
S
P
E
R
C
O
D
E
.
12.UNLESS SPECIFICALLY INDICATED OTHERWISE, THE ELECT
R
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A
L
CONTRACTOR TO COORDINATE WITH ANY SPECIAL SYSTEM
S
S
U
P
P
L
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R
/CONTR., EX. DENTAL, MEDICAL, KITCHEN,EQUIPMENT ETC.
T
H
E
E
X
A
C
T
ROUGH-IN REQUIREMENTS FOR THERE EQUIPMENT. ALSO U
N
L
E
S
S
I
N
D
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E
D
OTHERWISE, THE ELECTRICAL CONTR. TO BE RESPONSIBLE
F
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F
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A
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CONNECTIONS TO ALL SPECIAL EQUIPMENT.13.ALL CONDUIT /RACEWAY /CABLES, TO BE CONCEALED IN WA
L
L
S
O
R
A
B
O
V
E
CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL
B
E
A
P
P
R
O
V
E
D
B
Y
THE ARCHITECT /ENGINEER PRIOR TO DOING ANY WORK.14.E.C. SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY
I
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E
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G
A
T
E
T
H
E
EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF
W
O
R
K
DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BI
D
T
O
ADEQUATELY ACCOMMODATE THESE CONDITIONS.15.JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHO
W
N
F
O
R
C
L
A
R
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T
Y
.
THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING
A
L
L
J
U
N
C
T
I
O
N
BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES
T
H
A
T
A
R
E
N
O
T
LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING".16.ALL LIGHTING CONTROLS SHALL BE PROVIDED AND INSTALL
E
D
B
Y
E
.
C
.
17.THE BRANCH CIRCUITRY SHALL BE DESIGN/BUILD BY THE E.
C
.
I
N
S
T
A
L
L
A
T
I
O
N
SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, 2014
N
E
C
A
N
D
G
O
O
D
ELECTRICAL PRACTICES. WIRING SHALL BE INSTALLED TO M
A
I
N
T
A
I
N
A
MINIMUM OF 3% VOLTAGE DROP.PROJECT GENERAL N
O
T
E
S
:
WALL ROUGH-IN FOR DATA AND CATV WITH 1" ENT CONDUIT (1) CAT 6A CABLE TO MDF.TERMINATE BOTH ENDS, SEE SPECS.
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R
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3520 N UNIVERSITY AVENUE #200, PROVO UT 84604 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM
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