HomeMy WebLinkAboutUPDATED PLANS - 21-00537 - Caliber Smart Gym - RemodelINDEX OF SHEETS
G-101
A-101
A-301
S-101
S-201
E-101
COVER SHEET
MAIN FLOOR
SECTION@ UPPER STAIRS
FOUNDATION
FLOOR FRAMING
MEP MARKUP PLAN
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
AREA
6,806.82
6,806.82 ft²
CALIBER GYMCALIBER GYMCALIBER GYMCALIBER GYM
ADDITIONADDITIONADDITIONADDITION
DR
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G-101
PLN# 20-04-031
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A-101
PLN# 20-04-031
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10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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XX
XX
XX XX
XX
18
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18
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18
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18
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3/
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3/
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3/
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3/
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17
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0
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17
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17
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17
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17
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17
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"
17
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17
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17
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17
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17
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1
0
17
'
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1
0
1/
8
"
1/
8
"
1/
8
"
1/
8
"
8'-8"8'-8"8'-8"8'-8"16'-8"16'-8"16'-8"16'-8"5'-1"5'-1"5'-1"5'-1"
18
'
-
8
18
'
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8
18
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8
18
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8
3/
8
"
3/
8
"
3/
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"
3/
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"
28
'
28
'
28
'
28
'
25
'
-
2
25
'
-
2
25
'
-
2
25
'
-
2
5/
8
"
5/
8
"
5/
8
"
5/
8
"
71
'
-
1
0
71
'
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1
0
71
'
-
1
0
71
'
-
1
0
1/
2
"
1/
2
"
1/
2
"
1/
2
"
8'-4"8'-4"8'-4"8'-4"
4'4'4'4'
4"4"4"4"
4'4'4'4'4'4'4'4'
1
A-
3
0
1
1
A-
3
0
1
2
A-301
2
A-301
3
A-
3
0
1
3
A-
3
0
1
HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4
W8X35W8X35W8X35W8X35
W8X35W8X35W8X35W8X35
W8X35W8X35W8X35W8X35
EXISTING GYM MAIN FLOOREXISTING GYM MAIN FLOOREXISTING GYM MAIN FLOOREXISTING GYM MAIN FLOOR
30'-5" x 71'-10"30'-5" x 71'-10"30'-5" x 71'-10"30'-5" x 71'-10"
1
A-
3
0
1
1
A-
3
0
1
2
A-301
2
A-301
3
A-
3
0
1
3
A-
3
0
1
9'-4"9'-4"9'-4"9'-4"10'-410'-410'-410'-4 1/2"1/2"1/2"1/2"
30'-5"30'-5"30'-5"30'-5"
8'-4"8'-4"8'-4"8'-4"
4'
-
9
"
4'
-
9
"
4'
-
9
"
4'
-
9
"
GA
T
E
GA
T
E
GA
T
E
GA
T
E
WATERWATERWATERWATER
TANKTANKTANKTANK
MEZZANINE ADDITIONMEZZANINE ADDITIONMEZZANINE ADDITIONMEZZANINE ADDITION
30'-5" x 58'-5"30'-5" x 58'-5"30'-5" x 58'-5"30'-5" x 58'-5"
1 MAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 SECOND FLOORSECOND FLOORSECOND FLOORSECOND FLOOR
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
EXIT LIGHTING AND EXIT SIGNS NEED TOEXIT LIGHTING AND EXIT SIGNS NEED TOEXIT LIGHTING AND EXIT SIGNS NEED TOEXIT LIGHTING AND EXIT SIGNS NEED TO
COMPLY WITH SECTION 1008 AND 1013.COMPLY WITH SECTION 1008 AND 1013.COMPLY WITH SECTION 1008 AND 1013.COMPLY WITH SECTION 1008 AND 1013.
"EXIT LIGHTING SHALL BE MARKED BY AN"EXIT LIGHTING SHALL BE MARKED BY AN"EXIT LIGHTING SHALL BE MARKED BY AN"EXIT LIGHTING SHALL BE MARKED BY AN
APPROVED EXIT SIGN READILY VISIBLE FROMAPPROVED EXIT SIGN READILY VISIBLE FROMAPPROVED EXIT SIGN READILY VISIBLE FROMAPPROVED EXIT SIGN READILY VISIBLE FROM
ANY DIRECTION OF EGRESS TRAVEL ANDANY DIRECTION OF EGRESS TRAVEL ANDANY DIRECTION OF EGRESS TRAVEL ANDANY DIRECTION OF EGRESS TRAVEL AND
FOLLOW IBC 2018 1013."FOLLOW IBC 2018 1013."FOLLOW IBC 2018 1013."FOLLOW IBC 2018 1013."
RECREATION FACILITIES TO COMPLYRECREATION FACILITIES TO COMPLYRECREATION FACILITIES TO COMPLYRECREATION FACILITIES TO COMPLY
WITH SECTION 1110WITH SECTION 1110WITH SECTION 1110WITH SECTION 1110
110.1.10 AT LEAST 1 OF EACH MACHINE /110.1.10 AT LEAST 1 OF EACH MACHINE /110.1.10 AT LEAST 1 OF EACH MACHINE /110.1.10 AT LEAST 1 OF EACH MACHINE /
EQUIPTMENT ON AN ACCESIBLE ROUTEEQUIPTMENT ON AN ACCESIBLE ROUTEEQUIPTMENT ON AN ACCESIBLE ROUTEEQUIPTMENT ON AN ACCESIBLE ROUTE
DR
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A-301
PLN# 20-04-031
WE
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L
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5/6/2022
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B
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A
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B
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D
8
3
4
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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0"0"0"0"
12'-8 1/2" T. O. BEAM12'-8 1/2" T. O. BEAM12'-8 1/2" T. O. BEAM12'-8 1/2" T. O. BEAM
13'-9" T. O. BEAM13'-9" T. O. BEAM13'-9" T. O. BEAM13'-9" T. O. BEAM
22'-11 1/2" WALL HEIGHT22'-11 1/2" WALL HEIGHT22'-11 1/2" WALL HEIGHT22'-11 1/2" WALL HEIGHT
11
'
-
4
3
/
8
"
11
'
-
4
3
/
8
"
11
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4
3
/
8
"
11
'
-
4
3
/
8
"
17
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1
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9
/
1
6
"
17
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1
0
9
/
1
6
"
17
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1
0
9
/
1
6
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17
'
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1
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9
/
1
6
"
6'
-
8
"
M
I
N
6'
-
8
"
M
I
N
6'
-
8
"
M
I
N
6'
-
8
"
M
I
N
H
E
A
D
H
E
I
G
H
T
H
E
A
D
H
E
I
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E
A
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E
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E
A
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G
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T
5'
-
3
"
5'
-
3
"
5'
-
3
"
5'
-
3
"
8'
-
9
"
8'
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9
"
8'
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9
"
8'
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9
"
4'-1"4'-1"4'-1"4'-1"7'-4"7'-4"7'-4"7'-4"
23232323 TREADS TREADS TREADS TREADS
11"11"11"11" RUN RUN RUN RUN
7"7"7"7" RISE RISE RISE RISE
(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY
FINAL RISE AND RUN)FINAL RISE AND RUN)FINAL RISE AND RUN)FINAL RISE AND RUN)
MEZZANINE ADDITIONMEZZANINE ADDITIONMEZZANINE ADDITIONMEZZANINE ADDITION
EXISTING EXISTING EXISTING EXISTING GYM MAIN FLOORGYM MAIN FLOORGYM MAIN FLOORGYM MAIN FLOOR
11
'
-
8
"
11
'
-
8
"
11
'
-
8
"
11
'
-
8
"
1'
-
1'
-
1'
-
1'
-
1/
2
"
1/
2
"
1/
2
"
1/
2
"
1'
-
3
1'
-
3
1'
-
3
1'
-
3
1/
2
"
1/
2
"
1/
2
"
1/
2
"
14
'
14
'
14
'
14
'
3'
M
I
N
3'
M
I
N
3'
M
I
N
3'
M
I
N
3'
M
I
N
3'
M
I
N
3'
M
I
N
3'
M
I
N
EXISTING GYMEXISTING GYMEXISTING GYMEXISTING GYM MAIN FLOOR MAIN FLOOR MAIN FLOOR MAIN FLOOR
MEZZANINE ADDITIONMEZZANINE ADDITIONMEZZANINE ADDITIONMEZZANINE ADDITION
4'-1"4'-1"4'-1"4'-1"
5'
-
3
"
5'
-
3
"
5'
-
3
"
5'
-
3
"
8'
-
9
"
8'
-
9
"
8'
-
9
"
8'
-
9
"
3'
M
I
N
3'
M
I
N
3'
M
I
N
3'
M
I
N
80
"
B
A
R
R
I
E
R
M
I
N
80
"
B
A
R
R
I
E
R
M
I
N
80
"
B
A
R
R
I
E
R
M
I
N
80
"
B
A
R
R
I
E
R
M
I
N
UN
D
E
R
S
T
A
I
R
S
UN
D
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A
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UN
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A
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UN
D
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A
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S
1 SECTION @ STAIRSSECTION @ STAIRSSECTION @ STAIRSSECTION @ STAIRS
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 SECTION @ MIDDLE OF GYMSECTION @ MIDDLE OF GYMSECTION @ MIDDLE OF GYMSECTION @ MIDDLE OF GYM
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
3 SECTION @ UPPER STAIRSSECTION @ UPPER STAIRSSECTION @ UPPER STAIRSSECTION @ UPPER STAIRS
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
STAIRWAY TOSTAIRWAY TOSTAIRWAY TOSTAIRWAY TO
COMPLY WITHCOMPLY WITHCOMPLY WITHCOMPLY WITH
SECTION 1011SECTION 1011SECTION 1011SECTION 1011
BARRIER WHEREBARRIER WHEREBARRIER WHEREBARRIER WHERE
VERTICALVERTICALVERTICALVERTICAL
CLEARANCECLEARANCECLEARANCECLEARANCE
LESS THAN 80".LESS THAN 80".LESS THAN 80".LESS THAN 80".
SECTION 1003.SECTION 1003.SECTION 1003.SECTION 1003.3333
GAURDS TO COMPLY WITHGAURDS TO COMPLY WITHGAURDS TO COMPLY WITHGAURDS TO COMPLY WITH
SECTION 1015SECTION 1015SECTION 1015SECTION 1015
AS PER SECTION 505.3.2 WHERE LOCATED IN A BUILDING THAT IS EQUIPTAS PER SECTION 505.3.2 WHERE LOCATED IN A BUILDING THAT IS EQUIPTAS PER SECTION 505.3.2 WHERE LOCATED IN A BUILDING THAT IS EQUIPTAS PER SECTION 505.3.2 WHERE LOCATED IN A BUILDING THAT IS EQUIPT
WITH A SPRINKLER SYSTEM, PLATFORM SHALL BE SPRINKLED BOTHWITH A SPRINKLER SYSTEM, PLATFORM SHALL BE SPRINKLED BOTHWITH A SPRINKLER SYSTEM, PLATFORM SHALL BE SPRINKLED BOTHWITH A SPRINKLER SYSTEM, PLATFORM SHALL BE SPRINKLED BOTH
ABOVE AND BELOW PLATFORMS.ABOVE AND BELOW PLATFORMS.ABOVE AND BELOW PLATFORMS.ABOVE AND BELOW PLATFORMS.
DR
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S-101
PLN# 20-04-031
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
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REENGINEERING IS REQUIRED.
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6
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4'-2"4'-2"4'-2"4'-2"21'-2"21'-2"21'-2"21'-2"
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FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F1
F2
WIDTHWIDTHWIDTHWIDTH
24"
84"
DEPTHDEPTHDEPTHDEPTH
10"
12"
FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE
24” X 24” X 10” SPREAD FOOTER
84" X 84" X 10" SPREAD FOOTER
FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR
(3) #4 BOTH WAYS
10" #5 REBAR GRID OR MAT
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
3 FOUNDATION PLANFOUNDATION PLANFOUNDATION PLANFOUNDATION PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:
1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR LOCATIONS.
2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED STRUCT URAL FILL OR UNDISTURBED SOIL.
4. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 1500 PSF. IF CONTRACTORS ENCOUNTER EXPANSIVE SOILS OR OTHER PROBLEMS,
THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THAT AREA.
5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2500 PSI USED IN DESIGN,
THEREFORE NO SPECIAL INSPECTIONS.
6. LAP REBAR SPLICES 30 BAR DIAMETERS U.N.O.
7. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR & LARGER BUT MAY BE GRADE 40 FOR #3 AND SMALLER BARS.
8. DAMP PROOFING PER 2012 IBC SECTION 403.2
9. CRAWL SPACE VENTALATION @ 1:150 RATIO & PLACE (1) VENT WITHIN 3' OF EACH CORNER.
10. 18" X 24" MINIMUM CRAWLSPACE ACCESS HOLE.
11. THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3.5" (98 MM). A6-MIL (0.006 INCH; 0.15 MM)
POLYETHYLENE VAPOR RETARDER. CONTROL JOINTS @ 25' O.C. MAX EA. DIR. OR CENTERED PER OWNER PREFERENCE.
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S-201
PLN# 20-04-031
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THESE PLANS ARE
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W1W1W1W12X722X722X722X72
W12XW12XW12XW12X35353535
W12XW12XW12XW12X33335555
WWWW11118X868X868X868X86
W16xW16xW16xW16x67 OR67 OR67 OR67 OR
W18X65W18X65W18X65W18X65
WWWW16161616x4x4x4x45555
W12XW12XW12XW12X33335555
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BLOCK OUT FORBLOCK OUT FORBLOCK OUT FORBLOCK OUT FOR
STAIRSSTAIRSSTAIRSSTAIRS
1111222255553333
4444
4444
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1. 1. 1. 1. WIDE FLANGE BEAM
2. 2. 2. 2. 1/2" THICK PLATE
3. 3. 3. 3. WIDE FLANGE BEAM
4. 4. 4. 4. 1/4" WEB STIFFNERS
5. 5. 5. 5. A325 3/4" #BOLTS
7
S-201
1111 2222
5555
6666
77778888
10101010
3333 1111
1111 1111
2222
4444
9999
10101010
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1. 1. 1. 1. W-BEAM
2. 2. 2. 2. 1/2" STEEL PLATE 10" WIDE TO
CONNECT W-BEAMS
3. 3. 3. 3. 1/4" PLATE WEB STIFFNER
4. 4. 4. 4. W-BEAM COLUMN PER PLAN
5. 5. 5. 5. LEVELING NUTS
6. 6. 6. 6. ANCHOR NUTS
7.7.7.7. 1/2" STEEL PLATE
8. 8. 8. 8. FOOTING PER PLAN
9. 9. 9. 9. FNISHED FLOOR
10101010. . . . A325 3/4" BOLTS
1/4"1/4"1/4"1/4"
(TYP)(TYP)(TYP)(TYP)7018701870187018
3/83/83/83/8""""
(TYP)(TYP)(TYP)(TYP)7018701870187018
1/4"1/4"1/4"1/4"
(TYP)(TYP)(TYP)(TYP)7018701870187018
11112222111111113333
4444
3333
2222
4444
11111111
5555
6666
9999
77778888
10101010
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1. 1. 1. 1. WIDE FLANGE BEAM W12X72
2. 2. 2. 2. 1/4" THICK PLATE
3. 3. 3. 3. WIDE FLANGE BEAM
4. 4. 4. 4. 1/4" WEB STIFFNERS
5.5.5.5. HSS 4X4X1/4
6. 6. 6. 6. LEVELING NUTS
7. 7. 7. 7. 1/2" STEEL PLATE
8.8.8.8. FOOTING PER PLAN
9.9.9.9. ANCHOR NUT
10101010. . . . FINISHED FLOOR
11111111. . . . A325 3/4" X BOLTS
1/4"1/4"1/4"1/4"
(TYP)(TYP)(TYP)(TYP)7018701870187018
1/4"1/4"1/4"1/4"
(TYP)(TYP)(TYP)(TYP)7018701870187018
1/4"1/4"1/4"1/4"
(TYP)(TYP)(TYP)(TYP)7018701870187018
1111
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5555
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KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1. 1. 1. 1. W-BEAM
2. 2. 2. 2. GIRDER W-BEAM
3. 3. 3. 3. B-DECKING, PUDDLE WELD DECKING TO BEAMS @ 2' O. C.
4. 4. 4. 4. L-BAR 4X4X1/4"
5. 5. 5. 5. WELD BOTTOM FLANGE TO TOP FLANGE
6666. . . . 1/4" STEEL PLATE
1/4"1/4"1/4"1/4"7018701870187018
1/4"1/4"1/4"1/4"7018701870187018
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(TYP)(TYP)(TYP)(TYP)7018701870187018
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1. 1. 1. 1. W-BEAM
2. 2. 2. 2. 1/2" STEEL PLATE 10" WIDE TO
CONNECT W-BEAMS
3.3.3.3.A325 3/4" BOLTS
4. 4. 4. 4. EXISTING COLUMN
1111 6666
2222
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KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1. 1. 1. 1. W-BEAM
2. 2. 2. 2. WIDE FLANGE COLUMN PER PLAN
3. 3. 3. 3. (4) 3/4" X 4" TITANS XD ANCHORS
4.4.4.4. 12" X 12" X 1/2" PLATE
5.5.5.5. EXISTING SLAB
6. 6. 6. 6. B-DECKING
1/4"1/4"1/4"1/4"
(TYP)(TYP)(TYP)(TYP)7018701870187018
1/4"1/4"1/4"1/4"
(TYP)(TYP)(TYP)(TYP)7018701870187018
1/4"1/4"1/4"1/4"
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KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1. 1. 1. 1. W-BEAM
2. 2. 2. 2. 1/2" STEEL PLATE 6" WIDE TO
CONNECT W-BEAMS
3. 3. 3. 3. 1/2" WEB STIFFINER
4. 4. 4. 4. EXISTING W BEAM COLUMN
PER PLAN
5. 5. 5. 5. B-DECKING
6. 6. 6. 6. (3) A325 3/4" BOLTS
PER MEMBER
1/4"1/4"1/4"1/4"
(TYP)(TYP)(TYP)(TYP)7018701870187018
1/4"1/4"1/4"1/4"
(TYP)(TYP)(TYP)(TYP)7018701870187018
1/4"1/4"1/4"1/4"
(TYP)(TYP)(TYP)(TYP)7018701870187018
1/4"1/4"1/4"1/4"
(TYP)(TYP)(TYP)(TYP)7018701870187018
1/4"1/4"1/4"1/4"
(TYP)(TYP)(TYP)(TYP)7018701870187018
1 SECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
4 STEEL CONNECTION DETAIL 2STEEL CONNECTION DETAIL 2STEEL CONNECTION DETAIL 2STEEL CONNECTION DETAIL 2
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
5 STEEL CONNETIONSTEEL CONNETIONSTEEL CONNETIONSTEEL CONNETION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
6 STEEL CONNECTION 1STEEL CONNECTION 1STEEL CONNECTION 1STEEL CONNECTION 1
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
7 STEEL CONNECTION DETAIL 4STEEL CONNECTION DETAIL 4STEEL CONNECTION DETAIL 4STEEL CONNECTION DETAIL 4
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE 8 EXISTING COLUMN KNIFE PLATEEXISTING COLUMN KNIFE PLATEEXISTING COLUMN KNIFE PLATEEXISTING COLUMN KNIFE PLATE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
9 COLUMN-TO-WIDE FLANGE DETAILCOLUMN-TO-WIDE FLANGE DETAILCOLUMN-TO-WIDE FLANGE DETAILCOLUMN-TO-WIDE FLANGE DETAIL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
10 STEEL CONNECTION DETAIL 3STEEL CONNECTION DETAIL 3STEEL CONNECTION DETAIL 3STEEL CONNECTION DETAIL 3
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
EXISTING GYM MAIN FLOOREXISTING GYM MAIN FLOOREXISTING GYM MAIN FLOOREXISTING GYM MAIN FLOOR
30'-5" x 71'-10"30'-5" x 71'-10"30'-5" x 71'-10"30'-5" x 71'-10"
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WATERWATERWATERWATER
TANKTANKTANKTANK
MEZZANINE ADDITIONMEZZANINE ADDITIONMEZZANINE ADDITIONMEZZANINE ADDITION
30'-5" x 58'-5"30'-5" x 58'-5"30'-5" x 58'-5"30'-5" x 58'-5"
1 MAIN FLOOR MEPMAIN FLOOR MEPMAIN FLOOR MEPMAIN FLOOR MEP
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 SECOND FLOOR MEPSECOND FLOOR MEPSECOND FLOOR MEPSECOND FLOOR MEP
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
MEP DRAWING NOTE:
1. These drawings are provided for the Mechanical, Electrical, and Plumbing contractors to
make notations and changes according to the direction of the homeowner and general
contractor.
2. It is the responsibility of the individual contractors to ensure that all trade-specific design
is done according to the latest code standards and the homeowners preference
3. The trade contractors shall present all material and fixture selections for homeowner
approval prior to purchase and installation
4. If the installation of any pipes, ductwork, wires or other material require modification of
the specified structure, the general contractor shall contact the structural engineer or
designer to verify that such modification will not negatively effect the strength of the
effected structural element
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E-101
PLN# 20-04-031
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