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REVISIONS
<br /> PROJECT 4w
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<br /> RCN�N ARCH. PROJECT NO.
<br /> SMP m 2006
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<br /> CHECKED
<br /> C.P.
<br /> STORE NO , 1 0 SUBMITTAL DATES
<br /> 06/12/20
<br /> REMODEL
<br /> OTB DATE
<br /> VICINITY MAP NORTH STOCKTON, CALIFORNIA
<br /> Ao
<br /> CODE INFORMATION SYMBOLS AND MATERIALS CONTACTS Q
<br /> CODES - -DETAIL NUMBER(TYP.) THE FOLLOWING FIRMS DEVELOPED THE BUILDING CONSTRUCTION DOCUMENTS o w a a o
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<br /> DETAIL REFERENCE OR ENLARGED
<br /> SHEET DETAIL IS PLAN REFERENCE
<br /> Q 'U ~ F
<br /> 2019 CALIFORNIA BUILDING CODE (CBC) 2 � Q
<br /> 2019 CALIFORNIA PLUMBING CODE(CPC) x M -
<br /> 2019 CALIFORNIA MECHANICAL CODE (CMC) SHOWN ON(TYP.) ARCHITECT: OWNER: STRUCTURAL ENGINEER: MECHANICAL ENGINEER: °°z° H o
<br /> 2019 CALIFORNIA ELECTRICAL CODE (CEC) NATHAN P. COOMBS,NCARB WINCO FOODS, LLC STRUCTURAL EDGE ENGINEERING DC ENGINEERING w a H o
<br /> DIRECTION OF CUT (TYP.) Q Q ° a °°
<br /> 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE(CALGREEN) 5200 W. STATE ST. 650 N. ARMSTRONG PLACE 5501 NORTH GLENWOOD ST. 440 EAST CORPORATE DR. w o w
<br /> 2019 CALIFORNIA ENERGY CODE(TITLE 24) BOISE, IDAHO 83703 BOISE, IDAHO 83704 BOISE, IDAHO 83714 MERIDIAN,IDAHO 83642
<br /> STOCKTON MUNICIPAL CODE DETAIL NUMBER(TYP.) PHONE: (208) 345-1462 PHONE: 208-377-0110 PHONE: (208) 501-2289 PHONE: (208)288-2181 z w
<br /> FAX: (208) 345-1532 FAX: 208-672-2146 CONTACT: DAVID SANSOTTA FAX: (208)288-2182 F"o o z
<br /> A DETAIL CUT ca a °u, x
<br /> OCCUPANCY GROUP ALL DETAILS ARE SHEET DETAIL IS CONTACT:NATHAN COOMBS CONTACT: DAVID VAN ETTEN,VP CONSTRUCTION EMAIL: davids@structuraledge.com CONTACT: ROGER DEAN R 5 a ti
<br /> NUMBERED SHOWN ON (TYP.) EMAIL: nate_c@psarch.com EMAIL: rdean@dcengineering.net
<br /> EXISTING MERCANTILE GROUP M
<br /> CONSTRUCTION TYPE I i HSS COLUMN FOOTING DETAIL TITLE W/ SCALE
<br /> EXISTING TYPE VB ALL BUILDING SECTIONS 111=11-011 ELECTRICAL ENGINEER: REFRIGERATION DESIGN: FIRE PROTECTION ENGINEER: BMS DESIGN: W
<br /> AREA CALCULATIONS ARE LETTERED AT EACH BREAK LINE AS DC ENGINEERING DC ENGINEERING PROTECTION CONSULTANTS, INC. DC ENGINEERING C) N
<br /> EXISTING MAIN BUILDING GROUND FLOOR 91 978 SF BUBBLE CUT NECESSARY FOR CLARITY 440 EAST CORPORATE DR. 123 WEST SPRUCE ST. 1199 SOUTH MAIN ST., STE 101 123 WEST SPRUCE ST.
<br /> ( ) MERIDIAN, IDAHO 83642 MISSOULA,MONTANA 59802 CENTERVILLE,UTAH 84014 MISSOULA,MONTANA 59802 O
<br /> EXISTING FRONT CANOPY 2,479 SF PHONE: (208)288-2181 PHONE: (406) 829-8828 PHONE: (801)295-6070 PHONE: (406) 829-8828 �I a Q 4
<br /> EXISTING MEZZANINE 3,385 SF ---- DIRECTION OF CUT (TYP.) " M
<br /> FAX: (208)288-2182 FAX: (406) 829-8829 FAX: (801)677-0000 FAX: (406) 829-882900
<br /> PARTIAL BUILDING SECTION AS � o0
<br /> O
<br /> EXISTING TOTAL BUILDING AREA 97,842 SF A _ A CONTACT: BILL CRABB CONTACT: MARK CHUMRAU CONTACT: GREG JONES CONTACT: MARK CHUMRAU
<br /> - AS � � N
<br /> CUTS WILL HAVE ONLY ONE BUILDING SECTION CUT EMAIL:bcrabb@dcengineering.net EMAIL: mchumrau@dcengineering.net EMAIL: greg@pciut.com EMAIL: mchumrau@dcengineering.net U H pa o
<br /> BUBBLE B
<br /> OCCUPANT LOAD CALCULATION (TABLE 1004.5
<br /> ( ) TOTAL OCCUPANAS � f� � W N �
<br /> MAIN FLOOR T PARTIAL BUILDING SECTION CUT Z
<br /> RETAIL SALES (1/60) 65,761.73/60 = 1,144.12 LOAD= 1,226.24 z p.
<br /> MECHANICAL(1/300) 740.97/300 = 2.64
<br /> c�
<br /> _ ZU � W
<br /> STORAGE(1/300) 11,858.32/300 = 13.65 BUILDING SECTION BUILDING SECTION TITLE W/ SCALE z
<br /> OFFICE 1/150 1,866.73/150 13.29 00
<br /> ASSEMBLY(1/15) 512.33/15 = 35.25 ALL BUILDING SECTIONS
<br /> ARE DOUBLE LETTERED - H V)
<br /> KITCHEN(1/200) 4,321.88/200 = 23.00 ON THE TITLE(ONLY) TO 3/32"=I'-O" W . W
<br /> = a
<br /> EXCLUDED ACCESSORY AREAS 6,780.04/0 = 0.00 REFERENCE THE ENTIRE
<br /> GRAND TOTAL 97,842 SF 1,226.24 CUT
<br /> PARTIAL BUILDING SECTION PARTIALBUILDING I- �' a
<br /> PARTIAL BUILDING SECTION 3/32"=1'-0" SECTION TITLE W/
<br /> CUTS SCALE DRAWINGS INDEX Q
<br /> NUMBER OF EXITS (1006) LETTER IIN THE V&TO TLE TTOEZ
<br /> DIIZECTION
<br /> MAIN BUILDING(NOT INCLUDING PLATFORMS) REFERENCE THE PARTIAL OF CUT (TYP.) BREAK LINE AS
<br /> CUT NECESSARY FOR
<br /> OCCUPANT LOAD= 1,227 (4)EXITS REQUIRED(6)EXISTING EXITS PROVIDED CLARITY
<br /> _ A WALL SECTION CUT Cl COVER SHEET PO PLUMBING WASTE AND VENT DEMOLITION PLAN
<br /> EXIT WIDTH (1005 ¢ ¢ PPI PLUMBING WASTE AND VENR AND GAS DEI ITION PLAN , k
<br /> 3 SDI PARTIAL SITE PLAN&DETAILS
<br /> MAIN FLOOR T PLAN
<br /> SD2 ARCHITECTURAL SITE PLAN&DETAILS P2 DOMESTIC WATER AND GAS PLAN -37
<br /> P3 MECHANICAL PLATFORM PIPING PLAN AND CALCS _ _01/31/21 AL ro
<br /> OCC. LOAD= 1,227 X 0.2 =246"/ 12=20'-6"WIDTH REQD 47'-6"WIDTH PROVIDED AS FOLLOWS ALL WALL SECTIONS FPl FIXTURE/EQUIPMENT COORDINATION PLAN �� DAM
<br /> (6)EXISTING EXITS PROVIDED AND ARRANGED AS FOLLOWS ARE LETTERED WALL SECTION WALL SECTION TITLE W/ SCALE FP2 ENLARGED FIXTURE/EQUIPMENT COORDINATION PLANS P4 PLUMBING SCHEDULES AND LEGEND t � c��.��°�
<br /> •EXIT 1 (EXISTING MAIN FRONT ENTRY)=(2) 14'-0" (12'-9" CLEAR) SLIDING DOORS (1)INTERIOR&(1)EXTERIOR= 12'-9"WIDE CLEAR OPENING PROVIDED P5 PLUMBING DETAILS
<br /> •EXIT 2 (EXISTING MAIN FRONT EXIT)_(2) 14'-0" (12'-9" CLEAR) SLIDING DOOR(1)INTERIOR&(1)EXTERIOR= 12'-9"WIDE CLEAR OPENING PROVIDED 3/4"=1'-0" FP3 DETAILS
<br /> • EXIT 3 (EXISTING FRONT LEFT EXIT)=PR. 3'-0" DOORS W/CENTER MULLION= 5'-6" CLEAR OPENING PROVIDED FP4 MERCHANDISING PLAN MO MECHANICAL DEMOLITION PLAN
<br /> • EXIT 4 (EXISTING RIGHT EXIT)=PR. 3'-0" DOORS W/CENTER MULLION= 5'-6" CLEAR OPENING PROVIDED FLOOR PLAN MO.1 MECHANICAL MEZZANINE DEMOLITION PLAN
<br /> •EXIT 5 (EXISTING RIGHT EXIT)=PR. 3'-0" DOORS W/CENTER MULLION= 5'-6" CLEAR OPENING PROVIDED SO GENERAL STRUCTURAL NOTES
<br /> •EXIT 6 (EXISTING REAR EXIT)=PR. 3'-0"DOORS W/CENTER MULLION=5'-6" CLEAR OPENING PROVIDED SHEET TITLES W/ SCALE SO.1 SPECIAL INSPECTION M1 MECHANICAL PLAN
<br /> 3/32"=1'-0" M1.1 MECHANICAL MEZZANINE PLAN
<br /> S3 ROOF FRAMING PLAN
<br /> S3.1 ROOF FRAMING DETAILS M2.1 MECHANICAL DETAILS r--I
<br /> ARRANGEMENT OF EXITS (1006.2.1.1) (1007.1.2) (1007.1.1, EXCEPTION 21 GENERAL NOTES SCHEDULE TITLE S3.2 ROOF FRAMING DETAILS M3 MECHANICAL SCHEDULES&LEGEND
<br /> MAIN FLOOR 2 1 S3.3 SUPPORT DETAILS M3.1 ENERGY COMPLIANCE O
<br /> OPEN SINGLE ARROW INDICATES DIRECTION OF MPI MECHANICAL PIPING PLAN
<br /> MAX. OVERALL DIAGONAL DIMENSION=449'-6"/3=149'-10"REQ'D DISTANCE BETWEEN(2)EXITS
<br /> •EXISTING EXIT 2 (MAIN FRONT EXIT) &EXIT 3 (RIGHT FRONT)= 181'-0" APART 1 A9 3 1XA9 A9 2 A9 SINGLE INTERIOR ELEVATION. FOR MULTIPLE AO DEMOLITION PLAN MP2 MECHANICAL PIPING DETAILS
<br /> •EXISTING EXIT 2 (MAIN FRONT EXIT) &EXIT 4 (RIGHT SIDE)=226'-0" APART ELEVATIONS,ADD PORTIONS OF OPEN ARROWS INTERIOR WALL AO.1 ENLARGED PARTIAL DEMOLITION PLANS MP3 MECHANICAL PIPING SCHEDULES
<br /> • EXISTING EXIT 2 (MAIN FRONT EXIT) &EXIT 5 (RIGHT SIDE)=290'-0"APART 4 2 AS NEEDED TO DEPICT THE REQUIRED ELEVATION CALL-OUTS ON
<br /> ELEVATIONS &ADD THE DETAIL NUMBER FOR PLANS A0.2 ROOF DEMOLITION PLAN
<br /> • EXISTING EXIT 2 (MAIN FRONT EXIT) &EXIT 6 (REAR)=278'-0"APART O
<br /> Al SLAB PLAN EO ELECTRICAL DEMOLITION PLAN
<br /> ALL INTERIOR
<br /> (ALL EXCEEDING 1/3 DIAGONAL DISTANCE) ELEVATIONS SHOWN El ELECTRICAL COVER SHEET O
<br /> Al.l SLAB DETAILS
<br /> LEFT ELEVATION �
<br /> ELEVATIONS ARE - AL I SLAB DETAILS E2 REFRIGERATION ELECTRICAL PLAN
<br /> DISTANCE TO EXITS 1017.1 TABLE 1017.2 NUMBERED 1 INTERIOR ELEVATION TITLE W/ SCALE
<br /> �� � 1 A1.4 ENLARGED SLAB PENETRATION PLAN E2.1 PLATFORM HVAC ELECTRICAL PLAN&DETAILS
<br /> 3/32 -1 -0 E2.2 REFRIGERATION ELECTRICAL SCHEDULE&DETAILS
<br /> DOES NOT EXCEED 250' ON INTERIOR ELEVATION A1.5 ENLARGED SLAB PENETRATION PLAN
<br /> (FULLY SPRINKLERED BUILDING) TITLE, PLACE ONLY A A1.6 ENLARGED SLAB PENETRATION PLAN E2.3 HVAC ROOF ELECTRICAL PLAN
<br /> SINGLE, OPEN ARROW AS AL7 ENLARGED SLAB PENETRATION PLAN E3 LIGHTING PLAN M� v
<br /> ALLOWABLE BUILDING AREA SHOWN NORTH NORTH ARROW A2 FLOOR PLAN E3.2 LIGHTING COMPLIANCE FORMS O
<br /> •PER TABLE 506.2: ALLOWABLE AREA FACTOR FOR ONE STORY, GROUP M, TYPE VB, SPRINKLERED BUILDING=36,000 SF A2.1 ENLARGED PARTIAL FLOOR PLANS E4 POWER PLAN �--�
<br /> HOWEVER,UNLIMITED AREA ALLOWED PER SECTION 507 IF BUILDING: 26.55 GRADE ELEVATION ON TOP OF THE LINE, CALL-OUT A3 DETAILS E4.1 ENLARGED POWER PLANS&DETAILS O O
<br /> • IS PROVIDED WITH AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT IN ACCORDANCE WITH SECTION 903.3.1.1,(SEE SHEET F2), AND; XXX TOP OF CONC. FLUSH AC ETC. BELOW LINEE5 SPECIAL SYSTEMS PLAN
<br /> • IS SURROUNDED AND ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60'IN WIDTH, (SEE SHEET SD2) A3.2 DETAILS E5.2 CCTV&CARD ACCESS PLAN
<br /> O
<br /> 8121 DOOR NUMBER CALL-OUT ON PLANS. A4 EXTERIOR ELEVATIONS E6 ONE-LINE DIAGRAM O
<br /> DOOR NUMBER REFERENCED IN SCHEDULE A7 ROOF PLAN
<br /> ALLOWABLE BUILDING HEIGHT & STORIES WINDOW LETTER CALL-OUT ON PLANS. WINDOW A7.1 ROOF DETAILS E7 PANEL SCHEDULES
<br /> • PER TABLE 504.3: ALLOWABLE BUILDING HEIGHT FOR GROUP M, TYPE VB, SPRINKLERED BUILDING=60 FEET OB E7.1 PANEL SCHEDULES ~J
<br /> LETTER REFERENCED IN WINDOW TYPES A8 REFLECTED CEILING PLAN
<br /> • PER TABLE 504.4: ALLOWABLE BUILDING NUMBER OF STORIES FOR GROUP M, TYPE VB, SPRINKLERED BUILDING=2 STORIES O A8.1 REFLECTED CEILING PLAN&DETAILS ~FINISH AND/OR COLOR CALL-OUT RO REFRIGERATION DEMOLITION PLAN r--i
<br /> A9 FLOOR FINISH PLAN RI REFRIGERATION PLAN � l�
<br /> GB MATERIAL CALL-OUT A9.1 FLOOR FINISH PLAN AND DETAILS R2 REFRIGERANT PIPING PLAN
<br /> ABBREVIATIONS A10 INTERIOR ELEVATIONS R3 DX DETAILS&ENLARGED PLATFORM PLANS
<br /> All WALL FINISH SCHEDULE AND DETAILS R3.1 REFRIGERATION SOLOCHILL&ELECTRICAL DETAILS
<br /> A.B. ANCHOR BOLT F.T. FACE OF TRUSS OPNG. OPENING R
<br /> MISCELLANEOUS FIXTURING&ACCESSORIES
<br /> Al2 DOOR SCHEDULE,WINDOW TYPES AND DETAILS R3.2 CASE DETAILS
<br /> A.C. ASPHALTIC CONCRETE PAVEMENT FT. FEET OPP. OPPOSITE A13 MISC.FIXTURING KEYED PLAN R3.3 REFRIGERATION WIRING DIAGRAMS
<br /> A.F.F. ABOVE FINISHED FLOOR FTG. FOOTING O.S.B. ORIENTED STRAND BOARD S7 SHELVING A15 ENLARGED PLANS&DETAILS R4 REFRIGERATION SCHEDULE
<br /> A.F.G. ABOVE FINISH GRADE FR- FIRE-RETARDANT WOOD PLTFM. PLATFORM A16 DETAILS
<br /> A.F.R. ABOVE FINISHED ROOF TREATMENT PLT. PLATE A17 DETAILS R4.1 SOLOCHILL SHEDULE A.H.J. AUTHORITY HAVING JURISDICTION F.R.P. FIBER REINFORCED PLASTIC P.L.F. POUNDS PER LINEAL FOOT INTERIOR/EXTERIOR INFORMATIONAL SIGNAGE RS CONTROL IO POINTS
<br /> A.O.R. ARCHITECT OF RECORD GA. GAUGE PWD PLYWOOD PL7 A18 SIGN SUPPORTS&CLOSURE PANEL PLAN&DETAILS R5.1 SOLOCHILL CONTROL SHEDULE
<br /> & AND GALV. GALVANIZED P.S.F. POUNDS PER SQUARE FOOT A19 DETAILS R5.2 SOLOCHILL CONTROL WIRING
<br /> ALUM. ALUMINUM G.F.L. GUTTER FLOW LINE P.S.L. PARALLEL STRAND LUMBER Q WALL BASE CALL-OUT A20 PALLET RACKS INSTALLATION PLAN,SCHEDULES&NOTES
<br /> ARCH. ARCHITECTURAL G.I. GALVANIZED IRON OR STEEL P.T. PRESSURE TREATED A20.1 PALLET RACK DETAILS FO FIRE SPRINKLER DEMOLITION PLAN
<br /> BLDG. BUILDING G.L.B. GLUE LAMINATED BEAM R RIGHT
<br /> 69 KEYED NOTE A21 GONDOLA&WIDE SPAN INSTALLATION PLAN SCHEDULE&NOTES F1 FIRE ALARM PLAN
<br /> B.O. BOTTOM OF G.S. GROUND SHOT R.C.P. REINFORCED CONCRETE PIPE ROOM A22 OWNER FURNISHED FIXTURES&EQUIPMENT SCHEDULE FLl FIRE ALARM SCHEDULES&DETAILS
<br /> BM BEAM G.S.F. GROSS SQUARE FOOTAGE RE: REFER TO, REFERENCE FROM 000 I ROOM NAME&NUMBER
<br /> B.N. BOUNDARY NAILING/SHEATHING GYP. BD. GYPSUM BOARD REINF. REINFORCING A22.1 CONTRACTOR FURNISHED FIXTURES&EQUIPMENT,&STORE TOTAL F2 FIRE SPRINKLER PLAN
<br /> ATTACHMENT H.C.A. HEADED CONCRETE ANCHOR REQD REQUIRED1O0� 0,_0„ DATUM ELEVATION TARGET ABOVE LINE, TOP OF SCHEDULES F2.1 FIRE SPRINKLER DETAILS&SCHEDULES
<br /> BRG. BEARING H.F. HANGING FRAME RR REAR Y XXX BEAM, FINISH FLOOR, ETC. BELOW LINE A23 SIGNAGE PLAN&DETAILS
<br /> CB CURB H.M. HOLLOW METAL R.R.P. REVERSE-RIB-PROFILEGRID BUBBLE AND LINE A24 MISC SCHEDULES BMS1 BMS PLAN
<br /> CL OR C.L. CENTER LINE HORIZ. HORIZONTAL R.O. ROUGH OPENING (A)'"V
<br /> C.J. CONTROL JOINT HR. HOUR S.A.F.F. SELF ADHESIVE FLEXIBLE FLASHING BMS2 BMS DETAILS&ENLARGED PLATFORM PLAN
<br /> C.M. CORNER OF MASONRY HSS HOLLOW STEEL SECTION SIM. SIMILAR BMS2.1 BMS DETAILS
<br /> CMU CONCRETE MASONRY UNIT HT. HEIGHT SL. SLOPE PLAN SECTIONS BMS3 BMS OVERVIEW
<br /> COL. COLUMN HVAC HEATING VENTILATING AND AIR S.O.G. SLAB-ON-GRADE /, CMU WALL /, CMU WALL BMS4 NETWORK CABLING PLAN
<br /> CONC. CONCRETE CONDITIONING SPEC'D. AS SPECIFIED COOLER/FREEZER BOX COOLER/FREEZER BOX
<br /> COND. CONDITION I.D. INSIDE DIMENSION SPECS. SPECIFICATIONS
<br /> CONT. CONTINUOUS IN. INCH STD. STANDARD PARTITION WALL PARTITION WALL
<br /> CVR. COVER L LEFT STL. STEEL
<br /> DFT DRY FILM THICKNESS LBS. POUNDS STRG. STORAGE ON FLOOR PLAN SUSPENDED PARTITION WALL
<br /> DIA. DIAMETER L.V.L. LAMINATED VENEER LUMBER STRUC. STRUCTURAL SUSPENDED WALLQ�r
<br /> ON REFLECTED ,o co San Joaquin County
<br /> DIM. DIMENSION MAT'L MATERIAL SQ. SQUARE CEILING PLAN CONCRETE _ y Environmental Health Department
<br /> <
<br /> EA. EACH MAX. MAXIMUM T.B. TOP BANK - -- - - -- -- - - CONCRETE = EARTH OR COMPACTED FILL 1868 E. Hazelton Ave.
<br /> ELEV. ELEVATION MEZZ. MEZZANINE T &G TONGUE &GROOVE Stockton, CA 95205
<br /> E.N. EDGE NAILING/SHEATHING MFR. MANUFACTURER T.C. TOP OF CURB/CONCRETEc9CrFORN,P (209) 468-3420
<br /> EARTH OR COMPACTED FILL - DRAINAGE FILL SHEET TITLE
<br /> ATTACHMENT M.G. MARINE GRADE T.O. TOP OF
<br /> E.O.R. ENGINEER OF RECORD MIN. MINIMUM T.D. TOP OF DRAIN DRAINAGE FILL METAL APPROVED WITH CONDITIONS
<br /> EQ. EQUAL MISC. MISCELLANEOUS TPO THERMOPLASTIC POLYOLEFIN
<br /> E.W. EACH WAY M.O. MASONRY OPENING T.S. TUBE STEEL METAL BATT INSULATION
<br /> For conditions, please see approval letter dated: 8-10-20
<br /> F FRONT MT'D. MOUNTED T.R.P. TAPERED-RIB-PROFILE BATT INSULATION GYPSUM BOARD steve� s�%� COVER SHEET
<br /> FDN. FOUNDATION N.I.C. NOT IN CONTRACT TYP. TYPICAL Approved by: Date:Aug 10, 2020
<br /> F.G. FINISH GRADE N.L.A. NET LEASABLE AREA UNO UNLESS NOTED OTHERWISE GYPSUM BOARD PLYWOOD
<br /> FL. FLOW/FLOW LINE NO. NUMBER VERT. VERTICAL
<br /> F.O.C. FACE OF CURB/CONCRETE NSF. NET SQUARE FOOTAGE V.I.F. VERIFY IN FIELD PLYWOOD RIGID INSULATION
<br /> F.O.M. FACE OF MASONRY NTE NOT TO EXCEED W/ WITH
<br /> F.F. FINISHED FLOOR NTS NOT TO SCALE W.B. WEATHER BARRIER RIGID INSULATION PARTICLE/FIBER BOARD
<br /> F.S. FACE OF SHEATHING O.C. ON CENTER W.P. WEATHERPROOF SHEET
<br /> PARTICLE/FIBER BOARD ® D WOOD/CONTINUOUS BLOCKING
<br /> 0o O.D. OUTSIDE DIMENSION W.W.F. WELDED WIRE FABRIC
<br /> N
<br /> FINISHED WOOD
<br /> N
<br /> 66 C I
<br /> O
<br /> N
<br /> O
<br /> N
<br /> N
<br />
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