a-0 · 2019-08-08 · through fire wall with f.r. sealants ul# u301 - 2 hr f.r. wall interior...
TRANSCRIPT
CONCRETE SLAB
2x6 WD. STUDS
@ 16" O.C.
(2) LAYERS
5
8
"
TYPE-X F.R.
GPDW
2x6 P.T. WD SILL PLATE
SEAL PERIMETER AND ALL PENETRATIONS
THROUGH FIRE WALL WITH F.R. SEALANTS
INTERIOR PARTITIONUL# U301 - 2 HR F.R. WALL
2x4 P.T. WD SILL PLATE
CONCRETE SLAB
F.R. ROOF SHEATHING
TO BE RESISTANT
WITHIN 48" MIN. OF EACH
SIDE OF FIRE WALL
(TYP.)
F.R.
INSULATION
2x4 WD.
STUDS @ 16"
O.C.
1
2
" GPDW
OPTIONAL
ACOUSTICAL
INSULATION
PRE-ENGINEERED
WD. TRUSS
(TYP.)
2x4 WD. DBL
TOP PLATE
ALLOW NO
PENETRATIONS
THROUGH ROOF
WITHIN 48" OF
FIREWALL (TYP.)
1'-0"
3'-3"-3'-5"
15" M
IN
.
6" MIN.
1'-0" MIN.
3'-6" MIN.1'-0" MAX.
2'-0" MIN.
4'-6" MIN.
2'-3"-2'-5"
ADA TOILET GRAB BAR REAR ELEVATION
34" M
AX
.
9"
1'-5" MIN. TOE CLEARANCE
27" M
IN
.
8"
2'-9"-3'-0"
1'-6" M
IN
.
DISPENSER
OUTLET
LOCATION
1'-0" MAX.
ADA TOILET GRAB BAR SIDE ELEVATION
2'-9"-3'-0"
48" M
AX
.
7"-9"
TO CENTER
PUSH SIDE
PULL SIDE
ADA TOILET LAVATORY CLEARANCES
25' MAX.
ADA DOOR CLEARANCES
11" MIN. KNEE CLEARANCE
1'-6"
A1 WALL DETAIL
1" = 1'-0"
SITE MAP
SHEET INDEX
PROJECT DATA
GENERAL NOTES
SYMBOLS
SELECTIVE DEMOLITION
A-0.01 DETAILS
A-1.01 FOUNDATION PLAN
A-1.02 FLOOR PLAN
A-2.01 EXTERIOR ELEVATIONS
A-3.01 BUILDING SECTION
ARCHITECT
ARCHOLOGY
107 S. WASHINGTON ST.
MILFORD, DELAWARE 19963
(302) 339-5566
BUILDING CONSTRUCTION: TYPE Vb
BUILDING IS NOT SPRINKLERED OR ALARMED
BUILDING TO BE EMPTY SHELL. FUTURE MERCANTILE FIT OUTS PER FUTURE
SUBMITTALS
SQUARE FOOTAGE
SPACE A: 3,825± S. F.
SPACE B: 2,928± S. F.
OCCUPANCY (OCCUPANCIES SEPARATED BY UL# U301 2-HR. F.R. WALL)
SPACE A: (3,825± S.F.) / 60 S.F. PER OCCUPANT= 64 OCCUPANTS
SPACE B: (2.928± S.F.) / 60 S.F. PER OCCUPANT= 49 OCCUPANTS
TOTAL OCCUPANCY: 113 OCCUPANTS
EGRESS REQUIREMENTS
REQUIRED EGRESS CAPACITY:
SPACE A: 64 OCCUPANTS * 0.2" PER OCCUPANT= 12.8" (2 DOORS)
SPACE B: 49 OCCUPANTS x 0.2" PER OCCUPANT = 9.8" (2 DOORS)
PROPOSED EGRESS CAPACITY:
SPACE A: 160" (3 DOORS)
SPACE B: 96" (2 DOORS)
MAX TRAVEL DISTANCE ALLOWED/PROPOSED
MAX. ALLOWABLE: 100'-0"
SPACE A PROPOSED: 55'-5" ±
SPACE B PROPOSED: 55'-6" ±
1. DO NOT SCALE THESE DRAWINGS. (VERIFY ALL DIMENSIONS IN THE FIELD PRIOR
TO CONSTRUCTION.)
2. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO
CONSTRUCTION.
3. THE INTERNATIONAL BUILDING CODE AS ADOPTED BY THE TOWN OF SEAFORD
DELAWARE SHALL GOVERN CONSTRUCTION OF THIS PROJECT.
4. ALL DIMENSIONS ARE FROM FACE OF STUDS OR FACE OF MASONRY UNITS
UNLESS NOTED OTHERWISE.
5. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY UNITS OR EXPOSED TO
THE ENVIRONMENT SHALL BE PRESSURE TREATED WOOD.
6. PROVIDE BLOCKING OR DOUBLE FLOOR JOIST UNDER ALL WALLS PARALLEL TO
JOISTS.
7. PROVIDE SOLID BRIDGING AT MID-SPAN FOR JOISTS 10' OR GREATER IN LENGTH.
8. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS (UNLESS
NOTED OTHERWISE).
9. BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF 32" BELOW FINISH GRADE OR
PER APPLICABLE BUILDING CODE FOR THIS PROJECT (USE GREATER OF THE
TWO CONDITIONS).
10. CONTRACTOR SHALL NOTIFY MISS UTILITY NOT LESS THAN 2 WORKING DAYS,
BUT NOT MORE THAN 10 WORKING DAYS, PRIOR TO EXCAVATION OR
DEMOLITION ON THIS PROJECT.
11. ALL NEW MATERIALS SHALL BE FREE OF LEAD, ASBESTOS OR MERCURY.
12. ALL ELECTRICAL WORK SHALL COMPLY WITH NFPA 70, NATIONAL FIRE CODES
AND NATIONAL ELECTRIC CODE (N.E.C.).
13. SHOULD ANY WORDS OR NUMBERS THAT ARE NECESSARY FOR A CLEAR
UNDERSTANDING OF THE WORK BE ILLEGIBLE OR OMITTED, OR SHOULD AN
ERROR OR DISCREPANCY OCCUR IN ANY OF THE CONTRACT DOCUMENTS, THE
CONTRACTOR SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL
CLARIFICATION IS RECEIVED. IN THE EVENT THE CONTRACTOR PROCEEDS
WITHOUT SO NOTIFYING THE ARCHITECT, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE COST OF CORRECTING SAME, INCLUDING ANY
RESULTING DAMAGE.
14. ALL NEW WALL FINISHES TO BE CLASS A, B OR C. ALL ALL NEW FLOOR FINISHES
TO BE CAL I OR II
A1
A-2.01
ELEVATION
A1
A-3.01
SECTION
1
A
DOOR
WINDOW
EXG. WALL TO REMAIN
EXG. WALL TO BE REMOVED
NEW WALL
CONTRACTOR
CORNERSTONE CONSTRUCTION
A-0.01
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1. PROTECT WALLS, CEILINGS, FLOORS, AND OTHER EXISTING FINISH WORK
THAT ARE TO REMAIN AND ARE EXPOSED DURING SELECTIVE DEMOLITION
OPERATIONS.
2. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING, BRACING, OR
STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT
MOVEMENT & SETTLEMENT
3. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND
DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN
ADJACENT AREAS TO CONDITION EXISTING PRIOR TO START OF
SELECTIVE DEMOLITION.
4. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT
REQUIRED BY NEW CONSTRUCTION.
5. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUSED
TO ADJACENT CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS.
6. WHERE REPAIRS TO EXISTING SURFACES ARE REQUIRED, PATCH TO
PRODUCE SURFACES SUITABLE FOR NEW MATERIALS.
7. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH
RESTORATION INTO ADJOINING CONSTRUCTION TO REMAIN IN A MANNER
THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING.
8. PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE
WHERE DEMOLISHED WALLS OR PARTITIONS EXTEND ONE FINISHED AREA
INTO ANOTHER. PROVIDE A FLUSH AND EVEN SURFACE OF UNIFORM
COLOR AND APPEARANCE.
9. PATCH, REPAIR, OR REHANG EXISTING CEILINGS AS NECESSARY TO
PROVIDE AN EVEN-PLANE SURFACE OF UNIFORM APPEARANCE.
10. DISPOSAL: PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT
ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE.
a) DO NOT BURN DEMOLISHED MATERIALS
b) TRANSPORT DEMOLISHED MATERIALS OFF OF OWNER'S PROPERTY
AND LEGALLY DISPOSE OF THEM.
A-2.01
A1
A-3.01
A1
1WALL TYPE
ABBREVIATIONS
A.C.T. ACOUSTICAL CEILING TILE
A.B. ANCHOR BOLT
A.F.F ABOVE FINISH FLOOR
ALT ALTERNATE
ALU ALUMINUM
ASPH ASPHALT
BD BOARD
BLDG BUILDING
BLKG BLOCKING
BM BEAM
BOT BOTTOM
BS BOTH SIDES
CLG cEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC. CONCRETE
CONT. CONTINUOUS
CONTR. CONTRACTOR
C.J. CONTROL JOINT
C.T. CERAMIC TILE
CTR CENTER
DBL DOUBLE
DIA DIAMETER
DN. DOWN
DR DOOR
DS DOWNSPOUT
DET DETAIL
DTL DETAIL
DWG DRAWING
EA EACH
E.C. ELECTRICAL CONTRACTOR
ELEC. ELECTRICAL
ELEV ELEVATION/ELEVATOR
E.F. EACH FACE
EQ EQUAL
EQUIP EQUIPMENT
EXG. EXISTING
EXP. EXPANSION
E.W. EACH WAY
E.W.C.
ELECTICAL WATER
COOLER
F.B.O. FURNISHED BY OTHERS
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FDN FOUNDATION
FLR FLOOR
FIN.
FINISH(ED)
FTG FOOTING
FURR FURRING
GA. GAUGE
GV. GALVANIZED
GL GLASS
GRD GRADE
GPDW GYPSUM DRYWALL
GYP GYPSUM
H.A.C.
HEATING AND A/C
CONTRACTOR
HDWD HARD WOOD
H.M. HOLLOW METAL
HORIZ HORIZONTAL
H.P. HIGH POINT
HT. HEIGHT
I.D.T. INSIDE DIMENSION CLEAR
I.D. INSIDE DIAMETER
INSUL INSULATION
INT. INTERIOR
JAN. JANITOR
JT. JOINT
LAM LAMINATE
LAV LAVATORY
L.P. LOW POINT
MAX MAXIMUM
MECH M
MIN. MINIMUM
MISC MISCELLANIOUS
M.O. MASONRY OPENING
MTD. MOUNTED
MTL METAL
N.I.C. NOT IN CONTRACT
NO. NUMBER
N.T.S. NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
O.H. OVERHEAD
OPNG OPENING
P.B.C. PLUMBING CONTRACTOR
PL PLATE
PLAS
LAM
PLASTIC LAMINATE
PLWD PLYWOOD
PR PAIR
PT PAINTED
RAD RADIUS
REINF REINFORCED
REQ'D REQUIRED
RESIL RESILIENT
RM. ROOM
R.O. ROUGH OPENING
SIM. SIMILAR
SHTG SHEATHING
SPEC'S SPECIFICATIONS
SQ. SQUARE
STD. STANDARD
STL STEEL
STRUCT STRUCTURAL
SUSP.
CLG.
SUSPENDED CEILING
T.O.B. TOP OF BEAM
T.M TOP OF MASONRY
T.O.R TOP OF RIDGE
T.O.P. TOP OF PLATE
T.O.S. TOP OF STEEL
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VCT VINYL COMPOSITION TILE
W/ WITH
WD. WOOD
A2 ADA DETAILS
3
4
" = 1'-0"
1 2
PROJECT
SITE
FLOOR CONSTRUCTION
4" CONCRETE SLAB ON 6 MIL.
VAPOR BARRIER ON 4" MIN.
WASHED GRAVEL ON
COMPACTED OR UNDISTURBED
GRADE.
53'-0"± E
XG
.
133'-1"± EXG.
EXG. WALLS TO REMAIN
CONTROL JOINT (TYP.)
36'-4" 36'-2" 36'-2" 24'-5"
EQ
.E
Q.
EQ
.
EQ.EQ. EQ.EQ. EQ.EQ. EQ.EQ. EQ.EQ. EQ.EQ.
8" CMU FOUNDATION WALL
24" WIDE x 12" DEEP CONT. CONCRETE
FOOTING WITH (3) #5 CONT.
LONGITUDINAL BARS AND #5
TRANSVERSE BARS @ 48" O.C.
A1 FOUNDATION PLAN
3
16
" = 1'-0"
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@ 24" O
.C
. (M
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F.E.
3070
EXG. WALL TO REMAIN
(TYP.)
3070
3070
SPACE A
FUTURE STORE
SPACE B
FUTURE STORE
TYPICAL FLOOR CONSTRUCTION:
4" CONCRETE SLAB ON 6 MIL.
VAPOR BARRIER ON 4" MIN.
WASHED GRAVEL ON
COMPACTED GRADE.
INSULATED METAL DOOR
WITH CLOSER FINISH PER
OWNER SELECTION.
HARDWARE TO BE
NON-KEYED FROM EGRESS
SIDE. (TYP.)
4' SQUARE x 4" THICK PAD
AT EXT. DOOR (TYP.)
F.E.
3070
3070
3070
3070
3070
3070
8'-0"
5'-1
1
2
"±
10'-1"
10'-1"
12'-0
1
2
"
10'-0" 7'-2"7'-2"
12'-9
1
2
"
F.E.
49'-3"± E
XG
.3'-9"± E
XG
.
133'-1"± EXG.
24'-5"± EXG.
54'-8"
2'-7
1
2
" 11'-0
1
2
" 13'-4
1
2
"
ILLUMINATED EXIT SIGN WITH
EMERGENCY LIGHT FIXTURE W/ EXT.
REMOTE HEAD (TYP.)
10A-2BC RECHARGEABLE FIRE
EXTINGUISHER (TYP.)
AL. STOREFRONT SYSTEM WITH
CLOSER. FINISH PER OWNER
SELECTION. HARDWARE TO BE
NON-KEYED FROM EGRESS SIDE
(TYP.)
TYPICAL HEADERS U.N.O.:
2x4 WALLS: (2) 2x12 WD.
2x6 WALLS: (3) 2x12 WD.
12'-0"10'-0"10'-0"10'-0"8'-7"±
8"
K-2005KINGSTONC_LAVATORYVITREOUS CHINA
CAST IRONC_SINKSBANNONK-6716
K-2005KINGSTONC_LAVATORYVITREOUS CHINA
CAST IRONC_SINKSBANNONK-6716
MOP SINK
(TYP.)
3068 3068
SWINGING DOOR WITH CLOSER-TYP.
OF BATHROOM DOORS
7'-5"
5'-7"5'-7"
7'-5"
A1 FLOOR PLAN
3
16
" = 1'-0"
A-1.02
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A3
A-2.01
A1
A-3
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A-2.01
A2
A1
A-2.01
A3
A-2.01
A1
A-3.01
9'-11"10'-0"10'-0"8'-7"
2
6" AL. GUTTER PER OWNER SELECTION
A1 ROOF PLAN
3
16
" = 1'-0"
A-1.03
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F.R. WALL BELOW: PROVIDE F.R. SHEATHING WITHIN 48"
TO EACH SIDE OF F.R. WALL. ALLOW NO ROOF
PENETRATIONS WITHIN 48" OF WALL F.R. WALL
HVAC UNIT DESIGN BY OTHER. DUCTWORK TO REMAIN
WITHIN EACH UNIT AND NOT TO BREACH FIRE RATED
SEPARATION WALLS. EACH HVAC UNIT TO BE LESS
THAN 5 TONS AND 2000 CFM. COORDINATE UNTI SIZES,
LOCATIONS, AND WEIGHTS WITH ROOF TRUSS
MANUFACTURER.
SIGN
EIFS PER OWNER
SELECTION (TYP.)
EIFS TRIM PER OWNER
SELECTION
6'-0"
EQ. EQ.
8'-0" (T
YP
.)
6'-0"
EQ. EQ.
7'-2"
(TYP.)
EQ. EQ.
5'-6" (T
YP
.)
SIGN
TRIM PER OWNER
SELECTION
REFER TO PLANS FOR
DOOR DETAILS (TYP.)
ROOFING MEMBRANE PER
OWNER SELECTION
REFER TO DRAWING A1/A-2.01 "FRONT
ELEVATION" FOR ALL TYPICAL NOTES,
DIMENSIONS AND MATERIALS U.N.O.
6" AL. BOX GUTTER
6"x4" AL. DOWNSPOUT
WITH PRE-CAST CONC.
SPLASH BLOCK
SIDING PER OWNER
SELECTION
REFER TO DRAWING A2/A-2.01 "FRONT
ELEVATION" FOR ALL TYPICAL NOTES,
DIMENSIONS AND MATERIALS U.N.O.
EIFS SIDING PER OWNER
SELECTION
REFER TO DRAWING A2/A-2.01 "FRONT
ELEVATION" FOR ALL TYPICAL NOTES,
DIMENSIONS AND MATERIALS U.N.O.
A1 SIDE ELEVATION
3
16
" = 1'-0"
A-2.01
SHEET #
AR
CH
OL
OG
Y, L
LC
©
20
16
03/30/2017
DATE:
CO
NS
TR
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N D
RA
WIN
G F
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:
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23
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#
15180
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A3 FRONT ELEVATION
3
16
" = 1'-0"
A2 REAR ELEVATION
3
16
" = 1'-0"
B1 SIDE ELEVATION
3
16
" = 1'-0"
2'-0"
1'-0"
CONC FOOTER TO PLANS
FOR DETAILS (TYP.)
ROOFING MEMBRANE PER OWNER SELECTION
SLOPE FINISHED GRADE
MIN. 6" IN FIRST 10'-0"
AWAY FROM RESIDENCE
GV. METAL HURRICANE
CLIP (TYP.)
2x6 WD. STUDS @ 16" O.C.
1
2
"
TERMITE SHIELD
PRE-ENGINEERED WD. TRUSS REFER TO PLAN FOR DETAILS
12
5
8
" GPDW
3
4
" T&G SUB FLOOR SCREWED AND GLUED
1
2
" EXT. GRADE SHEETING
HEADER REFER TO PLANS
FOR DETAILS
STORE FRONT ASSEMBLY PER
OWNER SELECTION
EXT. FINISH PER EXTERIOR
ELEVATIONS OVER
INFILTRATION BARRIER
4" CONC. SLAB WITH FIBROUS
REINFORCEMENT ON 6 MIL POLY
VAPOR BARRIER
4" MIN. WASHED GRAVELSILL INSULATION
2x6 P.T. WD. SILL PLATE SECURED
TO FOUNDATION WITH
5
8
" Ø x 18"
LONG ANCHOR BOLTS @ 48" O.C.
AND 12" MAX FROM END OF PLATES
2" RIGID INSULATION BOARD (TYP.)
FINISH FLOOR
4" CANT STRIP
CONT. AL. CAP
FLASHING
T.O.P.
FINISH GRADE
BTM OF
FOOTING
2'-0"
VA
R.
12'-0"
R-5 CONT. INSULATION
BELOW SHEATHING ABOVE
TRUSSES AND R-38 BATT
INSTULATION BETWEEN
TRUSSES
DOUBLE TOP PLATE
EXG. SLAB TO WALL DETAIL
EXG.CMU WALL TO REMAIN
12" #4 BAR @ 48" O.C. SET INTO WALL AND NEW SLAB
CONCRETE SLAB: REFER TO PLANS FOR DETAILS
8" CMU FOUNDATION WALL
SUSPENDED ACCOUSTICAL
CEILING (TYP.)
A1 BUILDING SECTION
1
2
" = 1'-0"
A-3.01
SHEET #
AR
CH
OL
OG
Y, L
LC
©
20
16
03/30/2017
DATE:
CO
NS
TR
UC
TIO
N D
RA
WIN
G F
OR
T
HE
N
EW
:
TA
PA
TIA
B
UILD
IN
G R
EN
OV
AT
IO
N
23
43
7 S
US
SE
X H
WY
SE
AF
OR
D, S
US
SE
X C
OU
NT
Y, D
EL
AW
AR
E
BU
ILD
IN
G S
EC
TIO
N
PR
OJE
CT
#
15180
#
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