DEMOLITION NOTES - LoopNet · 2018. 6. 7. · MOUNT PLEASANT, SC 29464 phone: 843-330-8940...
Transcript of DEMOLITION NOTES - LoopNet · 2018. 6. 7. · MOUNT PLEASANT, SC 29464 phone: 843-330-8940...
3 0 x 7 0
10 0 x
10
0 OV
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10 0 x
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EXISTING 8" CMUBLOCK WALL
24'-0"
48'-0
"
7'-4
"10
'-0"
6'-0
"3'
-4"
9'-4
"10
'-0"
2'-0"
48'-0
"
DEMO SLAB FORSTUB-UPS ASREQUIRED
24'-0"
EXISTINGPILASTER
LOCATIONS OFFUTURE PLUMBING
FIXTURES. PROVIDESTUB UP, TYP.
1'-114"
4'-812"
3'-8" 3'-11"
1'-6"
2'-2"
4'-8"
6'-6
3 4"3'
-6"
3'-0
"3'
-6"
18'-8
"3'
-6"
3'-0
"3'
-6"
1'-234"
1'-5"
6'-2
"
12'-3
1 8"
1'-414"
14'-1
01 8"
PROPOSEDSIDEWALK(SEE CIVIL)
48'-0
"
CANOPY
INFILL OPENINGOF DOOR REMOVAL
TO MATCHEXISTING CMU WALL
10 X 10STOREFRONT
UNIT
CANOPY
SHEET NUMBER & TITLE:
ELW
/JP
M/L
FK
LFK
CH
EC
KE
D:
DR
AW
N:
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JOB
NU
MB
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802 COLEMAN BLVD, SUITE 100MOUNT PLEASANT, SC 29464
phone: [email protected] F. KNIGHT III, AIA
LFK ARCHITECT, LLC
Land Planning + Feasibility StudiesCommercial + Residential Design
www.lfkarchitects.com
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KNIGHT, IIICHARLESTON, SC
LOSSE F.
No. 7711
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A1001EXISTING / DEMOLITION FLOOR PLAN
0 4 8 161234
SCALE: 1/4" = 1'-0"
DEMOLITION NOTES:1) HEAVY DASHED LINES INDICATE ITEM(S) TO BE REMOVED/DEMO'ED.2) ALL DEMOLITION SHALL BE CLEAN & STRAIGHT CUTS TO ENSURE QUALITY NEW
CONSTRUCTION.3) CONTRACTOR TO IDENTIFY AND NOTIFY DESIGNER OR ENGINEER OF ANY AREAS OF
STRUCTURAL DETERIORATION UNCOVERED DURING DEMOLITION.4) CONTRACTOR RESPONSIBLE SHORING AND SUPPORT OF STRUCTURE AS
NECESSARY DURING AND AFTER DEMOLITION.5) CONTRACTOR TO INFORM DESIGNER OR ENGINEER OF ANY UNEXPECTED FRAMING
CONDITIONS THAT MAY BE UNCOVERED DURING DEMOLITION.
1PROPOSED FLOOR PLAN
0 4 8 161234
SCALE: 1/4" = 1'-0"
FINISH NOTES:EXTERIOR WALL ASSEMBLIES:1. Typical Existing: 8” CMU, front elevation appears to be 8” CMU2. New Stucco on CMU: 3-coat cement stucco,on metal lath, over 2-layers of 30# felt,over
existing CMU.
INTERIOR WALL ASSEMBLIES:1. Typical interior furr-out: Provide 1 1/2” metal Z furring channel (vertical), with rigid insulation
board infill (R = 7.5).
WINDOWS/DOOR UNITS:1. Typical storefront units: Insulated, low-E glazing; DP-50 rated units; units to be impact-rated
ROOF CONDITIONS:1. Paint fascia and soffit.2. New Standing Seam Metal Roof.
CANOPIES:1. See Sections.2. New Accent Soffit (at covered entry conditions): 1x stain-grade tongue-&-groove Cedar.
VENTED RIDGE
SLOPE: 6:12 SLOPE: 6:12
26'-9 3/8"
CANOPYSLOPE
3/16":12"
CANOPYSLOPE
3/16":12"LINE OF BUILDINGBELOWSHOWN DASHED
3'-0"
13'-0
1 8"NEW PRE-ENGINEERED WOOD TRUSSAND STANDING SEAM METAL ROOF
3'-0"
13'-0
1 8"
1'-0"
1'-0"
52'-0
"
1'-0"
1'-0"
50'-0
"
28'-8 1/8"
52'-4
"
EXISTING DETERIORATING ROOFAND ROOF FRAMING TO BEREMOVED
SHEET NUMBER & TITLE:
ELW
/JP
M/L
FK
LFK
CH
EC
KE
D:
DR
AW
N:
DA
TE:
JOB
NU
MB
ER
:
802 COLEMAN BLVD, SUITE 100MOUNT PLEASANT, SC 29464
phone: [email protected] F. KNIGHT III, AIA
LFK ARCHITECT, LLC
Land Planning + Feasibility StudiesCommercial + Residential Design
www.lfkarchitects.com
D ARCH I TEC
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TH CAROLINA
KNIGHT, IIICHARLESTON, SC
LOSSE F.
No. 7711
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A1011
PROPOSED ROOF PLAN
0 4 8 161234
SCALE: 1/4" = 1'-0"1EXISITNG / DEMOLITION ROOF PLAN
0 4 8 161234
SCALE: 1/4" = 1'-0"
0'-0"= ASSUMED FINISHED SLAB
12'-0"= TOP OF CONCRETE BLOCK
12'-112"= ROOF BEARING
17'-7"±= TOP OF BULIDING
EXISTING OVERHEAD DOOR ANDFRAME TO BE REMOVED
EXISTING OVERHEAD DOOR ANDFRAME TO BE REMOVED
EXISTING DOOR AND FRAME TO BE REMOVED
EXISTING SHINGLE ROOF TO BE REMOVED
0'-0"= ASSUMED FINISHED SLAB
12'-0"= TOP OF CONCRETE BLOCK
12'-112"= ROOF BEARING
17'-7"±= TOP OF BULIDING
EXISTING MASONRY PILASTER
EXISTING SHINGLE ROOF TO BE REMOVED
0'-0"= ASSUMED FINISHED SLAB
12'-0"= TOP OF CONCRETE BLOCK
12'-112"= ROOF BEARING
17'-7"±= TOP OF BULIDING
0'-0"= ASSUMED FINISHED SLAB
12'-0"= TOP OF CONCRETE BLOCK
12'-112"= ROOF BEARING
17'-7"±= TOP OF BULIDING
SHEET NUMBER & TITLE:
ELW
/JP
M/L
FK
LFK
CH
EC
KE
D:
DR
AW
N:
DA
TE:
JOB
NU
MB
ER
:
802 COLEMAN BLVD, SUITE 100MOUNT PLEASANT, SC 29464
phone: [email protected] F. KNIGHT III, AIA
LFK ARCHITECT, LLC
Land Planning + Feasibility StudiesCommercial + Residential Design
www.lfkarchitects.com
D ARCH I TEC
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ERETSIG
ER
UOSFO
ETATS
TH CAROLINA
KNIGHT, IIICHARLESTON, SC
LOSSE F.
No. 7711
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EX
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LEV
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A201
EXISTING FRONT ELEVATION (NORTH)2
4EXISTING REAR ELEVATION (S0UTH)
0 4 8 161234
SCALE: 1/4" = 1'-0"
0 4 8 161234
SCALE: 1/4" = 1'-0"
EXISTING SIDE EVATION (EAST)1
0 4 8 161234
SCALE: 1/4" = 1'-0"
EXISTING SIDE EVATION (WEST)3
0 4 8 161234
SCALE: 1/4" = 1'-0"
0'-0"= ASSUMEDFINISHED SLAB
12'- 0"= TOP OFCONCRETE BLOCK
12'-11/2"= ROOF BEARING
19'-2"± = TOP OF BULIDING
NEW STUCCO WALLCOLOR #1
STUCCO WITH ACCENTCOLOR #2
NEW STANDING SEAMMETAL ROOF
1'-0"
1'-0"
ALUMINUM STUCCOCONTROL JOINT (TYP.)
NEW STUCCO WALLCOLOR #1
NEW STUCCO WALLCOLOR #1
NEW STUCCO WALLCOLOR #1
STUCCO WITH ACCENTCOLOR #2
NEW STANDING SEAMMETAL ROOF
0'-0"= ASSUMEDFINISHED SLAB
12'-0"= TOP OFCONCRETE BLOCK
12'-11/2" = ROOF BEARING
19'-2"±= TOP OF BULIDING
NEW STUCCO WALLCOLOR #1 AT PILASTER
NEW STUCCO WALLCOLOR #1 AT PILASTER
0'-0"= ASSUMEDFINISHED SLAB
12'-0"= TOP OFCONCRETE BLOCK
12'-11/2" = ROOF BEARING
19'-2"±= TOP OF BULIDING
NEW STUCCO WALLCOLOR #1
STUCCO WITH ACCENTCOLOR #2
NEW STANDING SEAMMETAL ROOF
NEW STUCCO WALLCOLOR #1
0'-0"= ASSUMEDFINISHED SLAB
12'-0"= TOP OFCONCRETE BLOCK
12'-11/2" = ROOF BEARING
19'-2"±= TOP OF BULIDING
NEW STUCCO WALLCOLOR #1
STUCCO WITH ACCENTCOLOR #2
NEW STANDING SEAMMETAL ROOF
NEW STUCCO WALLCOLOR #1
SHEET NUMBER & TITLE:
ELW
/JP
M/L
FK
LFK
CH
EC
KE
D:
DR
AW
N:
DA
TE:
JOB
NU
MB
ER
:
802 COLEMAN BLVD, SUITE 100MOUNT PLEASANT, SC 29464
phone: [email protected] F. KNIGHT III, AIA
LFK ARCHITECT, LLC
Land Planning + Feasibility StudiesCommercial + Residential Design
www.lfkarchitects.com
D ARCH I TEC
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UOSFO
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TH CAROLINA
KNIGHT, IIICHARLESTON, SC
LOSSE F.
No. 7711
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PR
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A202
2PROPOSED FRONT ELEVATION (NORTH)
0 4 8 161234
SCALE: 1/4" = 1'-0"
4PROPOSED REAR ELEVATION (SOUTH)
0 4 8 161234
SCALE: 1/4" = 1'-0"
1PROPOSED SIDE ELEVATION (EAST)
0 4 8 161234
SCALE: 1/4" = 1'-0"
3PROPOSED SIDE ELEVATION (WEST)
0 4 8 161234
SCALE: 1/4" = 1'-0"
EXTERIOR COLOR / FINISH SCHEDULE
STOREFRONT
STUCCO ACCENTCOLOR #2
STUCCO COLOR #1
NEW ROOF ANDFASCIA AT CANOPY
MATERIAL MANUFACTURER COLOR NOTES
CLEAR ANODIZED
METALDOWNSPOUTS
Color SW 7067"Cityscape"
Color SW 7067"Cityscape"
Color SW 6228"Refuge"
Color SW 7063"Nebulous White"
SHERWIN WILLIAMS
SHERWIN WILLIAMS
SHERWIN WILLIAMS
SHERWIN WILLIAMS
CEDAR ACCENTWOOD CLEAR SEAL
10'-0" STOREFRONTSYSTEM
10'-0" STOREFRONTSYSTEM
FUTURE SIGNAGE (TYP.)
NEW STUCCO WALLCOLOR #1
STUCCO WITH ACCENTCOLOR #2
NEW STANDING SEAMMETAL ROOF
ALUMINUM STUCCOCONTROL JOINT (TYP.)
NEW STUCCO WALLCOLOR #1
SHEET NUMBER & TITLE:
ELW
/JP
M/L
FK
LFK
CH
EC
KE
D:
DR
AW
N:
DA
TE:
JOB
NU
MB
ER
:
802 COLEMAN BLVD, SUITE 100MOUNT PLEASANT, SC 29464
phone: [email protected] F. KNIGHT III, AIA
LFK ARCHITECT, LLC
Land Planning + Feasibility StudiesCommercial + Residential Design
www.lfkarchitects.com
D ARCH I TEC
T
ERETSIG
ER
UOSFO
ETATS
TH CAROLINA
KNIGHT, IIICHARLESTON, SC
LOSSE F.
No. 7711
DR
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2 U
PFI
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EX
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IOR
CO
LOR
SC
HE
DU
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NO
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A203
1FRONT ELEVATION - COLOR SCHEDULE
FINISH NOTES:EXTERIOR WALL ASSEMBLIES:1. Typical Existing: 8” CMU, front elevation appears to be 8” CMU2. New Stucco on CMU: 3-coat cement stucco,on metal lath, over 2-layers of 30# felt,over
existing CMU.
INTERIOR WALL ASSEMBLIES:1. Typical interior furr-out: Provide 1 1/2” metal Z furring channel (vertical), with rigid insulation
board infill (R = 7.5).
WINDOWS/DOOR UNITS:1. Typical storefront units: Insulated, low-E glazing; DP-50 rated units; units to be impact-rated
ROOF CONDITIONS:1. Paint fascia and soffit.2. New Standing Seam Metal Roof.
CANOPIES:1. See Sections.2. New Accent Soffit (at covered entry conditions): 1x stain-grade tongue-&-groove Cedar.
2 (SHOWN FOR COLOR MATCHING ONLY)RENDERING OF ADJACENT BUILDING
NOT TO SCALE
STUCCO ACCENT COLOR #1
STUCCO COLOR #2
NOT TO SCALE
SLOPE 1/4": 12"
6" X 6" DECORATIVE CEDAR SUPPORT BEAM BEYOND
METAL FASCIA
METAL LAP ROOFING @ CANOPY OVER (2) LAYERS 30# FELT
HARD COAT STUCCO TO BE(3) LAYERED SYSTEM ON
METAL LATHE ON 30 lb FELTON EXISTING CMU
NEW BEAM IN MASONRYBY STRUCTURAL
PREFAB WOOD TRUSSES
NEW ALUMINUM STOREFRONTAND THRESHOLD
PROVIDE 12" FIBEREXPANSION BOARD.
PAN FLASHING WITH END-DAMNSTO EXTEND TO INSIDE FACE OFSTOREFRONT FRAME ON EXTERIORPROVIDE HEMMED EDGE ONFLASHING SET IN SEALANT
INTERIOR WALLTYPICAL FURR-OUT
5/8" OSB DECKING
3'
METAL FRAMING ANDANCHORS PER STRUCTURAL
1" X 6" CEDAR T&GwOOD ACCENT
10'-4
"
STANDING SEAMMETAL ROOFING
(2) LAYERS 30#BUILDING FELT
612
5/8" OSB ROOFDECKING
PRE-MANUFACTUREDWOOD TRUSS ROOFFRAMING; TRUSSES@ 48" o.c.
UNFACED R-30 INSUL2x8 TRTD WD PLATE
5/8" GYP. BD. CEIL.FINISH
SIMPSON H10ANCHOR EA. TRUSS@ INTERIOR FACE
EXISTING SLAB
1.5" Z-CHANNEL WALLFURRING @ 24" o.c.
1.5" RIGIDINSULATION; R=7.6
EXISTING C.M.U.WALL TO REMAIN
HARD COAT STUCCOTO BE (3) LAYEREDSYSTEM ON METALLATHE ON 30 lb FELTON EXISTING CMU
1'-4"
VENTED HARDISOFFIT
12'-0
"
GRADE
STUCCO J TRIM &WEEP
5/8" GYP. BD.
0'-0"= ASSUMED FINISHED SLAB
12'-0"= T.O. C.M.U.
12'-112"= TRUSS BEARING
19'-0 5/8"= T.O. FRAMING
SEE SECTIONB/A301
SHEET NUMBER & TITLE:
ELW
/JP
M/L
FK
LFK
CH
EC
KE
D:
DR
AW
N:
DA
TE:
JOB
NU
MB
ER
:
802 COLEMAN BLVD, SUITE 100MOUNT PLEASANT, SC 29464
phone: [email protected] F. KNIGHT III, AIA
LFK ARCHITECT, LLC
Land Planning + Feasibility StudiesCommercial + Residential Design
www.lfkarchitects.com
D ARCH I TEC
T
ERETSIG
ER
UOSFO
ETATS
TH CAROLINA
KNIGHT, IIICHARLESTON, SC
LOSSE F.
No. 7711
DR
. SH
ELB
OU
RN
E B
UIL
DIN
G #
2 U
PFI
T10
81 J
OH
NN
IE D
OD
DS
BO
ULE
VA
RD
, HIG
HW
AY
17-
NO
RTH
TOW
N O
F M
OU
NT
PLE
AS
AN
T, C
HA
RLE
STO
N C
OU
NTY
, SO
UTH
CA
RO
LIN
A
15 J
ULY
201
4
CO
PY
RIG
HT
2014
- LF
K A
RC
HIT
EC
TS, L
LCO
RIG
INA
L LA
YO
UT
SIZ
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24x3
6
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S:
SH
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DRB SET04.09.18
SE
CTI
ON
S A
ND
DE
TAIL
S
A301
FLANNERY INC. OR EQUAL.Reveals with Built-In Weep,standard extruded aluminum alloy 6063 T5 .050 thick. Provide standard Clear Anodized finish.
STUCCO REVEAL DETAIL:
2PROPOSED SECTION "B"SCALE: 1/2" = 1'-0" 3 PROPOSED SECTION "C"
SCALE: 3/4" = 1'-0"
1PROPOSED SECTION "A"SCALE: 1/4" = 1'-0"