HomeMy WebLinkAbout2923 Orlando Dr #21318 INTERIOR RENOVATIONS (from 1986) (a),
O
• DD �
II SOUTH EAST CORNER Q
OF BUILDING XO
j
REMOVE EXISTIN
1I
REPAIR FASCIA AS REQUIRED O
STEEL PIPE COLUMNS TYPICAL iD EA, I MASONRY WALLS
f 16' I AND CEILING O �
REPAIR FLOOR EXISTING ROOF DECK ASSEMBLY TO REMAIN c�
�I I AS REQ'D REPAIR AS DETERMINED BY FIELD O
I I I 18'-40 J z
I I ! I I 50, 12'-4'
Q
{ l}! I I I I I EXISTING EXISTING W
CEILING CEILING EXISTING BEAM AND POST STRUCTURE TO REMAIN YQ
�---- 12'-4' 10'-8' y I► 10'- l0'-4' I .
19
NEW CONC BLOCK IN PLACE OF EXISTING GLASS
8'
I I Il 7 EXTERIOR FINISH TO BE STUCCO
c
EXISTING STUD WALLS TO BE REMOVED W
OUTLINE OF STEEL FRAME METAL DECKED ROOF O .
LOCATION PLAN OF EXISTING 12
a �
1. EXISTING BLOCK AND $RICK WALLS TO REMAIN O {- V)
30'-4' I I VAULT TO BE REMOVED v w
' I EXISTING EXISTING w
67'-4' I -
EU i I REST ROOM N❑TESD j FINISH FLOOR FINISH FLOOR FINISH FLOOR _
FLOOR AND WALL FINISH TO BE MOISTURE RESISTANT -�- U
j I IN COMPLIANCE WITH ALL APPLICABLE CODES, I EXISTING FOOTER TD REMAIN Z
I INSTALL CEILING MOUNTED EXH. FAN AND WIRE INT❑ (� Q
I WALL MOUNTED LITE FIX COVER LAV,), VENT FAN TO EXTERInR V 1
OF BUI❑DING. , DETAIL 1/4" 1'-0" DETAIL 1/4" 1'-0" i DETAIL 1./4,r = 1r_�rr
INSTALL GRAB BAR AS FOLLOWSi 48 LONG AT SIDEWAL I I
13' 23'-4' I LONG OVER W.C. BOTH MOUNTED AT 33` ABOVE FINISH FLOOF� 23 LLJ
INSTALL MIN. 2'X2' MIRROR OVER EACH LAV,
V I INSTALL TOILET TISSUE HOLDER AT EACH W.C. LJ_
EMAIN
I
I ROOFING TO MATCH EXISTING - PATCH OR REPAIR EXISTING AS DETERMINED
SEE SHEET 2 FOR MANSARD DETAIL BY FIELD. WOOD CEILING, FRAMING,R❑nF DECKING, SOFFIT AND FASCIA
CD
- - ALL TO BE AS EXISTING. C❑NSTRUC'� -WD NEW ROOF SECTIONS (17X17) N
D�G� '� Z 1(-_ r" OF a-" DBL T&G CEDAR DECKING TO MA CTING, TIE NEW DECKING INT❑ L_1__
l2"� P� 12"U.G, r�',s�f EXISTING WITH 1/4' X 16' WIDE .:CENTERED OVER BUTT JOINT
EXISTING ELECTRICAL SERVICE TO REMAIN, -� � 1,� «, E;:, AND A 1/2' X 4' LONG LAG INT❑ nu i H THE EXISTING AND NEW DECKING A7
\� 1'-0' ON CENTER ALONG J❑INT.
225 AMP, 3 PHASE SERVICE SUPPLIES THIS JOB AREA I
I AND 150 AMP, SINGLE PHASE SERVICE TO REMAIN
SUPPLIES THE COVERED AREA AT THE REAR OF THE
18' BUILDING THAT IS NOT INVOLVED � L
"y' I IN THIS RENOVATION.77
64'-4'I ALL REWIRING AND INSTALLATION OF NEW �, EXISTING BEAM AND POST STRUCTURE TO REMAIN
i I li 16'-2' FIXTURES IS TO BE IN STRICT COMPLIANCE
11 I
WITH
LOCAL C❑DE
NAND ANY OTHER APIPLICABLE t
{ I 5 O9' -4r \D \ I i-- 5 �'- S --• 5 NEW CONC. BLOCK WALL - NON' LOAD BEARING - WITH K.O. BLOCK
fr _ POURED FULL W/ NO 5 BAR -'POUR CELL VERT. W/ NO. 5 TIED
EXTERIOR FINISH TO BE STUCCO INT❑ FOOTER AND TIE BEAM A7 CORNERS, AT INTERSECTION W/ EXIST
4 4 WALLS AND AT EACH SIDE OF STORE FRONT OPENINGS.
138'-8' I I 4, 2' �, 2' 4, 12, 4, 12, L 4 1 f
O --i --1 T EXISTING WOOD POST TO REMAIN. THIS IS THE LOAD BEARING
�.- --� �-- --I r r
(- I I I �' STRUCTUR OF THIS BUILDING r a o,F>c'vl��=---
I\ IH I I 1 I I I I I I I i I I 12'I,-4, ;
v �l EXISTING BLOCK AND BRICK WALLS TO REMAIN
61_8•
'
WHERE THEY ARE EXISTING SLAB REQUIRED AT S.W.
CORNER ONLY,
r - - J NEW 4' REINF, CONC SLAB. W/ 6X6 10/10 W,W.M,
•1 1 1_ J_ 1 FINISH OVER VAPOR BARRIER ON CLE `N,COMPACTED ,TREATED SAND
77
/ 3' / FILL. ELEVATION Tn `9fTCH EXISTING FINISHED FLOOR
FIXTURE _ -/ LRT-
WALL 5'-4` � �- � " N❑ F❑❑TER REQUIRED_S COUNT R PARTS COUNT R P4�RTS COUNTE 1-6NEW FOOTER AT L❑CATIONS WHER ' , r ECtc IS N❑ EXISTING WALL - 1' X 2i/ AT N,W, G❑RNER AS IT -IS EXISTING.
-' MIN. 2500 PSI CONCRETE .WITH 2 EACH NO. 5
�. 3' 3'
TIE INTO EXISTING FOOTERS AS DETERMINED IN FIELD
8' 8' 8'
OIL PLATFORM NOTEi BUILDING STRUCTURE IS EXISTING AS WOOD POST AND WOOD LAMINATEI
SEE DETAIL _ - - - - EXISTING COVERED AREA TO BEAM, THIS CONSTRUCTION IS ONLY TO ENCLOSE THE TWO FRONT
RE _O ® ® 6 T S IPR❑JECT AS IS FOR CORNERS OF THE BUILDING AND TO REVISE THE ROOF,,IN TWO 17X17 AREAS - -
1 DETAIL 1/4" = 1'-0" SANFORD Fl!"DEPARTMENT
PARTMENT
• is'-a'n/
i � 7 DE
T-6'I '-6 , ,_6 �.-6 �4' '-6 �4' '-6 '-6 �4' 2'-6 �' 2'- - T-6' t} 10: F,:':±,,� AVENUE
I'--}' I---- I----`-� I--� I--�-- I `-`�-- { I ISAN FORD, r l_ vn DA 32 771 j
o�—
i ON OL L Y❑qT W TH 28'I LONP I I
R NS AH I I I I I - • - , _ EXISTING BRICK,BLO
71'-4'- -- I I I I I I I I I I I I I
18 I -I � AND WOOD FRAME BUILDING
TO REMAIN, N T E S
i I I I I I I 1 I I I I I I I I I I I I I I I I I 5.04' 64.43' 5.61' 0—<E
N
CONSTRUCTION THIS AR --_A 1. REMOVE ALL EXISTING INTERIOR WALLS
T SQUARE UP FRONT ❑F 2. PATCH FLOOR AND CEILING AS REQUIRED
I I I I I ( I I I I I I I I I I I I I I I28 3. REWORK EXISTING A/C DUCT OREQUIRED
E I TING BUILDING 4. REMOVE EXISTING BANK VAULT AS REQUIRED
I I I I I I 10 11.68
18'-0' I I I I I I I I I � 5. NEW 8' 1 TUBE CEILING MOUNTED LIGHT FIXTURES
_j F7
W LOCATION AS SHOWN, WIRE TO EXISTING PANEL
d W I,/ 6. 1/4' TEMPERED BEGBOARD ON 1x2 FURRING @ 16' O.C.
8.23' � -�-I 8.15' �
ON 1/2' DRYWALL ON 1x2 FURRING @ 16' D.C.
I I I I 118 I I I I I I I I I I I I I I I I I I I I NEW ROOF OVER THIS AREA OVER 1/2 BLOC , RIG. INSULATION,' ATTACH
�- 7HERMAX TO $LOCK ',WALL . W/ MASTIC
10 I I I I I I I I I I I I I I I i I I I I P W ❑ THE BUILDING TO' MATCH J• .�?-- 7� BOT,FRAMEPLATE AND DBL,ST❑PWALL OF 2x4 TUDSPeATE AND DBL P T. D
E ISTING BUILDING �,P
E ISTING 6'-8' STUD ALL OPENINGS W/ 1/2' DRYWALL BOTH
—j - SIDES.
j I �-- J I L J I L S i L J I L J I L J I L J I L J I C VERED WALK T❑ REMAIN W 8, NEW FIXTURE WALL OF 1/4' TEMPERED PEGBOARD ON
2x4 FRAME WALL,
RE VE EAISTING WALL
r
9, BLOCK UP EXISTING OPENINGS DR FRAME UP AS REQ' D.
[6,
10, PAINT EXTERIOR WALLS AS'SHOWN ON ELEVATIONS,aEXISTING PARKING T❑ A. WHITE_CHECK ❑UT COUNTER I I�B, SAFFRON YELL❑W17+- SEE DETAIL r I N W FIXED STORE FR❑NT REMAIN, PATCH ❑R SEAL �,, C, JACK -O -LANTERN
{ 15' I IG ASS PER SHOP DWG S SURFACE AND REPAINT TRIPESD. INTERNATIONAL ORANGE
-—I -- AS REQUIRED. E. LT. BLUE
STERE❑ DISPLAY CAB. f I I EXIST. COL 8' 1'-8' 11. NEW STORE FRONT GLASS IN ALUM, FRAME IN EXISTING l___L SEE STD, D.A.P. DETAILS - � - GQ' OPENINGS
- - '- --� I 12. NEW 2-3'-0' WIDE x 8'-0' HIGH METAL DOORS
IN STEEL FRAME a
13, 2 NEW STORE FRONT GLASS DOORS W/ CLOSERS /
IN EXISTING OPENING
o { NEW FIXED STORE R❑ T\ I a6 14, H.C. WATER CLOSET W/ H.C. GRAB BAR PER CODE a U
Z ¢ I GLASS PER SHOP D G' 15, WALL MOUNTED VAN.
w 6'-8' ('; I 12' 2' 8'-8' S'-4 �/v 16, NEW 2'-8' x 6'-8' H.C. WOOD DOOR IN PRE HUNG
WOOD FRAME AND HARDWARE AS j I I I �'� I �V � v SF1✓17, EXHAUST FAN PER STD, DETAIL PER FIELD C
a , NEW WALL SEE SEC IO _ �% F R
�d . ,(� T S,OS e
- L _ - - - I �' \ d I .^ 'P I 18, DISPLAY RACKS AS SUPLIED BY OWNER, LOCATION AS W f ---� .
<:
Lo L--- - - - -------------- ------------------1 ✓ 'V T TO PER PLAN.
(� F'i/ F.I- 19. INSTALL NEW P.C, LINTEL OVER NEW OPENING POURED n/
H I I NEW MANSA�tD -SEE ELEVATION WITH SINGLE TUBE FIX. C,I�. AROUND I 0 �,rC1 IrT1ti FULL W/ #5 & CONC„ SHORE UP ROOF WHILE PLACING P.C. r (1
I �[� G 20, EXISTING BLOCK WALL
w - 10'-8' - .fir - - 17'-4' - - - - 12' - - - - - 17'-4' - 10'-$' - -�' Z SCC"" \ 21, SEE DT COUNT AUTO PARTS
RC COLOR STANDARD
S BUILDING
ILDI G DR INFORMATION
INGSFOI
PROPOSED NEW PROPOSED NEW
EXISTING ROOF TO REMAIN ROOF 17' X 17' EXISTING ROOF T❑ REMAIN ROOF 17' X 17' EXISTING ROOF T❑ REMAIN SITE PLAN 1" - 2 0' '•S 22, SIGN AS PER OWNER
SEPT. 1986
q 23, 24, AND 25 'DELETED'
FLOOR PLAN 1/8 = 1 - O SEE SURVEY BY KITNER SURVEYING, INC. DATED 4 AUG, 1986
rr r u
FOR LEGAL DESCRIPTION AND ALL OTHER DATA. 26, EXIT LIGHT
NEW CONSTRUCTION NOTES N 27, EMERGENCY LIGHT WBATTRY .BACKUP PROJ, NO,
28, FIRE EXTINGUISHER NUMBER AND LOCATION PER CODE
REMOVE THE TWO 17' WIDE LOWER ROOF SECTIONS (SEE PLAN) AND REPLACE THEM 29, 3'WIDE x 4' HIGH FIXED GLASS BOT, @ 42' A.F.F.
WITHROOFDECKING TO MATCH EXISTING. THE UPPER EXISTING ROOF SECTIONS ARE
TO REMAIN IN PLACE. CONSTRUCT NEW NON LOAD BEARING CONCRETE BLOCK WALLS
AS REQUIRED TO CLOSE IN THE EXISTING ROOFED AREA AS PER PLAN, SHEET OF,
EXISTING HVAC UNITS AND DUCT WORK ARE OUTSIDE THE ROOF - TO
EXISTING COL. CENTER LINES
I I I I I i EXISTING COL. CENTER LINES -- .
\�' NEW MANSARD SEE DETAILS
BLOCK IN WHER EXISTING I.I ( SIGN - SEE SECTION FOR. NOTE
FIXED GLASS. EE SECTION 3 P-4' !
SHEET 1.
-- -- -- -- 5, 5- ------ --- DISCOUNT AUTO ---------
COVERED AREA NOT SHOWN THIS I I I PARTS
VIEW - SEE FLOOR PLAN SHEET 1
NEW WALL/L
' 3�8.•
I EXISTING I I EXISTING(VERIFIY)
l
WALL WALL 6'-8' (VERIFY) WHITE
i JACK O LANTERN
INT ORG
i
ANE I
LT. BLUE
LT, YELLOW
NOTE, BOT. OF EXISTING BEAM IS AT '9'-4'+- OFF FIN FLOOR - THE TOP
OF ❑ TRE NET STORE FRONT GLASS ANI THE BOTTOM OF THE NEW MANSARD IS
I
AT HE SAME ELEVATION.
NORTH ELEVATION 1/8" 1'-0" FRONT C WEST ) ELEVATION 1/8//- 1// - 0"
I I I I I •
I EXISTING COL. CENTER LINES I BLOCK IN (WHERE EXISTING
FIXED GLASS, SEE SECTIO 3
SHEET 1.
I I I
COVERED AREA NOT SHOWN THIS
VIEW - SEE FLOOR PLAN SHEET 1
EXISTI
EWALL
WALL
I I I
METAL CAP FLASHING. COLOR TO MATCH MANSARD FACE
METAL MANSARD FRAME AS DIMENSIONED AND AS PER FIELD VERIFIED
MEASUREMENTS WELDED OF 1 1/2' 'X. 1 1/2' X 1/4' ANGLE AT
METAL MANSARD PANELS PER D.A.P. SPEC. MOUNTED ❑N 3'-0' ON CENTER, LAG BOLT AS INDICATED INT❑ ROOF DECK AND INTO
2X4 P.T. PURLINS AS SHOWN MASONRY WALL WITH MIN 1/2' LAGS," '�.4 ,
X �
2' MIN.
1 1/2' ANGLE WELDED TO MANSARD FRAMES AS SUPPORTS FOR BOX 1 ROOFING SHEET METAL OVER 5/8' EXT, PLYWOOD ATTACHED TO
SIGN BY OTHERS. SEE ELEVATIDN AND/OR SIGN DETAILS FOR LOCATIONS. - MANSARD FRAMES. REAR FACE TO LAP MIN 4' OVER BASE FLASHING BELOW
BASE FLASHING OVER CANT STRIP
ROOFING TO SUIT
5'-0' ROOF STRUCTURE PER DETAILS
EXISTING 6'-8'
OVERHANG ALONG FRONT
VENTED ALUM. SOFFIT MATERIAL PER STD, D.A.P. SPECS. INSTALL SAME DETAIL WITH 1'-8'
IN 'J' MOLDING ALL EDGES. INSTALL P.T. 2X4 AS SHOWN, OVERHANG ALONG SIDES
6' (VERIFY)
SINGLE TUBE FLOUR. FIX CONTINOUS AROUND UNDER M
9'-4(VERIFY)
MASONRY WALL
EXISTING FINISH FLOOR
SECTION THRU NEW MANSARD
1
O
�- co
//1
X Q
O �
,
i
ANE I
LT. BLUE
LT, YELLOW
NOTE, BOT. OF EXISTING BEAM IS AT '9'-4'+- OFF FIN FLOOR - THE TOP
OF ❑ TRE NET STORE FRONT GLASS ANI THE BOTTOM OF THE NEW MANSARD IS
I
AT HE SAME ELEVATION.
NORTH ELEVATION 1/8" 1'-0" FRONT C WEST ) ELEVATION 1/8//- 1// - 0"
I I I I I •
I EXISTING COL. CENTER LINES I BLOCK IN (WHERE EXISTING
FIXED GLASS, SEE SECTIO 3
SHEET 1.
I I I
COVERED AREA NOT SHOWN THIS
VIEW - SEE FLOOR PLAN SHEET 1
EXISTI
EWALL
WALL
I I I
METAL CAP FLASHING. COLOR TO MATCH MANSARD FACE
METAL MANSARD FRAME AS DIMENSIONED AND AS PER FIELD VERIFIED
MEASUREMENTS WELDED OF 1 1/2' 'X. 1 1/2' X 1/4' ANGLE AT
METAL MANSARD PANELS PER D.A.P. SPEC. MOUNTED ❑N 3'-0' ON CENTER, LAG BOLT AS INDICATED INT❑ ROOF DECK AND INTO
2X4 P.T. PURLINS AS SHOWN MASONRY WALL WITH MIN 1/2' LAGS," '�.4 ,
X �
2' MIN.
1 1/2' ANGLE WELDED TO MANSARD FRAMES AS SUPPORTS FOR BOX 1 ROOFING SHEET METAL OVER 5/8' EXT, PLYWOOD ATTACHED TO
SIGN BY OTHERS. SEE ELEVATIDN AND/OR SIGN DETAILS FOR LOCATIONS. - MANSARD FRAMES. REAR FACE TO LAP MIN 4' OVER BASE FLASHING BELOW
BASE FLASHING OVER CANT STRIP
ROOFING TO SUIT
5'-0' ROOF STRUCTURE PER DETAILS
EXISTING 6'-8'
OVERHANG ALONG FRONT
VENTED ALUM. SOFFIT MATERIAL PER STD, D.A.P. SPECS. INSTALL SAME DETAIL WITH 1'-8'
IN 'J' MOLDING ALL EDGES. INSTALL P.T. 2X4 AS SHOWN, OVERHANG ALONG SIDES
6' (VERIFY)
SINGLE TUBE FLOUR. FIX CONTINOUS AROUND UNDER M
9'-4(VERIFY)
MASONRY WALL
EXISTING FINISH FLOOR
SECTION THRU NEW MANSARD
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SEPT, 1986
PROJ. NO. (rr- f f 7
SHEET
OF
SEE WALL SEECTIONS FOR INTERIOR AND EXTERIOR WALL FIN, HES
3/4' S4S PINE x 5' WIDE 1'x1' PINE AS SHOWN
TO HOLD CARDBOARD SIGN
RIP 2x 2 AS REQUIRED
I.
1x4 P.T. FRAME 10 1/2 x 10 1/2 ATTACH TO SOILD 4' BLOCK
ALL FOUR SIDES W/ 1/4' TAPCON ANCHORS--`,�. A. , ^ SIGN BOARD FOR OIL_ PLATFORM
G ST A X P
EXHAUST FAN DETAIL
8'
�'-8•
4,
I,
-- L ----_I____ I
II4'-6'
3'
PLAN
2'
3'
-A
3 3/4' EQ. EQ. EQ, 3 3/4
A. AND r% E PANED METAL ANEL 12 x 12 HELD
;E W/ STUCCO MIN, 1/2' THK. ALL 4 SIDES
FINISH FLOOR
PLYWOOD STAIN ALL EXPOSED SURFACES
`"- 2x6 x 20' LONG BLOCKING AT ENDS AND 24' D.C.
SECTION
OIL PLATFORM DETAIL
2 x 4 FRAME WALL W/ PLASTIC LAMINATE COVERED 1/2' PLYWOOD ON
EXPOSED EXTERIOR SURFACES - FINISH INTERIOR SURFACES W/ PANELING.
3/4' PLYWOOD CAP W/ PLASTIC LAMINATE SIMILAR TO -2-
REMOVABLE COUNTER TOP OF 3/4' PLYWOOD W/ PLASTIC LAMINATE
ON EXPOSED SURFACES, SECURE W1 SCEWS FROM BELOW
3/4' PLYWOOD SUBCOUNTER SECURED BASE CABINET
BASE CABINET OF 3/4' PLYWOOD W/ PLASTIC LAMINATE OVER
j� �"'j EXPOSED SURFACES AND PAINT INTERIOR SURFACES
16'
ADJUSTABLE 12' WIDE SHELF OF 3/4' PARTICLE BOARD
W/ STANDARDS AND BRACKETS
4'
2 FIXED SHELVES OF 1x8 W/ 1x8 DIVIDERS AND 1x3 CLEATCONTINUOUS
ALONG BACK AND SIDES
ELEVATION SECTIONry
C�
STERE DISPLAY CABINET DETAIL
1/2' PEGBOARD PANELING PER WALL SECTION
TYPICAL BELT BOARD .ON STAINED 1x4 CONT„SECURE TO FURRING
REMOVABLE COUNTER TOP OF 3/4' PLYWOOD W/ PLASTIC LAMINATE
ON EXPOSED SURFACES, SECURE W/ SCEWS FROM BELOW
3/4' PLYWOOD SUBCOUNTER
SECURED TO BASE CAB.
"INUM NOSING CONTINUOUS ALONG EDGE OF PLATFORM
TRIM STAINED
11 . / VINYL BASE
RAISED PLATFORM OF 3/8' CABINET GRADE P.B. ON 1/2' CDX r
PLYWOOD OVER P.T. 2x8 AT 16' O.C. W/ VCT FINISH
RAISED PLATFORM OF 3/8' CABINET GRADE P.B. ON 1/2'
CDX PLYWOOD OVER P.T. 2x6 AT 16' O.C. W/ VCT FINISH
SECTION ELEVATION SECTION
PARTS COUNTER DETAIL
n
ry
a
2'-4' a L -L
6' ,
2 AT KV # 180 KNIFE BLADE BRACES 12' LONG BEND 2' 90 AT
END TO FORM MOUMTING. SURFACE �-- -�
n/
i�
2'-8•
o
TYPICAL
TYPICAL HOSE BOARD ON STAINED 2x4 CONT„ SECURE TO -15- p G
W/ 1- 1/4' x10 HEX HEAD SCREWS FROM BACK S E P T 1 Q l O C7
SECTION PLAN PROJ, 86 - 1171
HOSE AND BELT RACK DETAIL
3 3 .
z
i
SEE WALL SEECTIONS FOR INTERIOR AND EXTERIOR WALL FIN, HES
3/4' S4S PINE x 5' WIDE 1'x1' PINE AS SHOWN
TO HOLD CARDBOARD SIGN
RIP 2x 2 AS REQUIRED
I.
1x4 P.T. FRAME 10 1/2 x 10 1/2 ATTACH TO SOILD 4' BLOCK
ALL FOUR SIDES W/ 1/4' TAPCON ANCHORS--`,�. A. , ^ SIGN BOARD FOR OIL_ PLATFORM
G ST A X P
EXHAUST FAN DETAIL
8'
�'-8•
4,
I,
-- L ----_I____ I
II4'-6'
3'
PLAN
2'
3'
-A
3 3/4' EQ. EQ. EQ, 3 3/4
A. AND r% E PANED METAL ANEL 12 x 12 HELD
;E W/ STUCCO MIN, 1/2' THK. ALL 4 SIDES
FINISH FLOOR
PLYWOOD STAIN ALL EXPOSED SURFACES
`"- 2x6 x 20' LONG BLOCKING AT ENDS AND 24' D.C.
SECTION
OIL PLATFORM DETAIL
2 x 4 FRAME WALL W/ PLASTIC LAMINATE COVERED 1/2' PLYWOOD ON
EXPOSED EXTERIOR SURFACES - FINISH INTERIOR SURFACES W/ PANELING.
3/4' PLYWOOD CAP W/ PLASTIC LAMINATE SIMILAR TO -2-
REMOVABLE COUNTER TOP OF 3/4' PLYWOOD W/ PLASTIC LAMINATE
ON EXPOSED SURFACES, SECURE W1 SCEWS FROM BELOW
3/4' PLYWOOD SUBCOUNTER SECURED BASE CABINET
BASE CABINET OF 3/4' PLYWOOD W/ PLASTIC LAMINATE OVER
j� �"'j EXPOSED SURFACES AND PAINT INTERIOR SURFACES
16'
ADJUSTABLE 12' WIDE SHELF OF 3/4' PARTICLE BOARD
W/ STANDARDS AND BRACKETS
4'
2 FIXED SHELVES OF 1x8 W/ 1x8 DIVIDERS AND 1x3 CLEATCONTINUOUS
ALONG BACK AND SIDES
ELEVATION SECTIONry
C�
STERE DISPLAY CABINET DETAIL
1/2' PEGBOARD PANELING PER WALL SECTION
TYPICAL BELT BOARD .ON STAINED 1x4 CONT„SECURE TO FURRING
REMOVABLE COUNTER TOP OF 3/4' PLYWOOD W/ PLASTIC LAMINATE
ON EXPOSED SURFACES, SECURE W/ SCEWS FROM BELOW
3/4' PLYWOOD SUBCOUNTER
SECURED TO BASE CAB.
"INUM NOSING CONTINUOUS ALONG EDGE OF PLATFORM
TRIM STAINED
11 . / VINYL BASE
RAISED PLATFORM OF 3/8' CABINET GRADE P.B. ON 1/2' CDX r
PLYWOOD OVER P.T. 2x8 AT 16' O.C. W/ VCT FINISH
RAISED PLATFORM OF 3/8' CABINET GRADE P.B. ON 1/2'
CDX PLYWOOD OVER P.T. 2x6 AT 16' O.C. W/ VCT FINISH
SECTION ELEVATION SECTION
PARTS COUNTER DETAIL
n
ry
a
2'-4' a L -L
6' ,
2 AT KV # 180 KNIFE BLADE BRACES 12' LONG BEND 2' 90 AT
END TO FORM MOUMTING. SURFACE �-- -�
n/
i�
2'-8•
o
TYPICAL
TYPICAL HOSE BOARD ON STAINED 2x4 CONT„ SECURE TO -15- p G
W/ 1- 1/4' x10 HEX HEAD SCREWS FROM BACK S E P T 1 Q l O C7
SECTION PLAN PROJ, 86 - 1171
HOSE AND BELT RACK DETAIL
3 3 .
-- - I
-7
I;
VOMIT #�� � o DATE
RESIDENTIAL COAIIPI,ERCIAL
ADDRESS -��=.� .
OWNER�.' T ai=L )
CONTRACTOR c-
VAL['ATION'�F EMT' FEE