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1600 - Food Program
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PR0547667
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Last modified
12/1/2022 11:24:52 AM
Creation date
5/12/2022 4:32:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0547667
PE
1620
FACILITY_ID
FA0027137
FACILITY_NAME
COURTSIDE SPORTS MANTECA
STREET_NUMBER
450
STREET_NAME
COMMERCE
STREET_TYPE
CT
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
450 COMMERCE CT
P_LOCATION
04
QC Status
Approved
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EHD - Public
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WD. STUD FRAMING - REFER TO SCHEDULE FOR SIZE & SPACING (1) LAYER OF 5/8" GYP. BD.BATT INSULATION - REFER TO SCHEDULE FOR R-VALUEWD. STUD FRAMING - REFER TO SCHEDULE FOR SIZE & SPACING (1) LAYER OF 5/8" GYP. BD. OR CEMENT BD. EACH SIDE - REFER TO FINSIH SCHEDULENOTE:SEE DETAILS & FOR TOP PLATE TO ROOF STRUCTUREBATT INSULATION - REFER TO SCHEDULE FOR R-VALUE/11AD.01/12AD.01CORRUGATED MTL. PANEL -COLOR TO BE SELECTED BY ARCHITECT5/8" GYP. BD. - REFER TO FINISH SCHEDULE FOR FOR WALL FINISHPLYWD. SHEATHING - S.S.D.BATT INSULATION - REFER TO SCHEDULE FOR R-VALUEBLDG. PAPER OR APPROVED BLDG. WRAPWD. STUD FRAMING - REFER TO SCHEDULE FOR SIZE & SPACING PLYWD. SHEATHINGWHERE OCCURS - S.S.D.FINISH FLOOR - SEE ROOM FINISH SCHED. WALL BASE - SEE ROOM FINISH SCHED.ANCHOR BOLT - S.S.D.BATT INSULATION -REFER TO SCHEDULE FOR R-VALUE 2X WOOD STUDS - REFER TO FLOOR PLAN FOR SIZEPLYWD. SHEATHING - S.S.D.P.T.D.F. SILL PLATE5/8" GYP. BD.CONC. SLAB S.S.D.1/2" CONT. FIBROUS EXP. JOINTCONC. FOOTING - S.S.D.CONC WALK WHERE OCCURS - S.C.D.3-COAT 7/8" CEMENT PLASTER OV. 30# ASPHALT SAT. BLDG. PAPER BACKED w/ GALV. WIRE METAL LATHGALV. S.M. WEEP SCREED1"G/LPLYWD. SHEATHINGWHERE OCCURS - S.S.D.FINISH FLOOR - SEE ROOM FINISH SCHED. WALL BASE - SEE ROOM FINISH SCHED.ANCHOR BOLT - S.S.D.2X WOOD STUDS -REFER TO FLOOR PLAN FOR SIZEBATT INSULATION -REFER TO SCHEDULE FOR R-VALUE PLYWD. SHEATHING - S.S.D.P.T.D.F. SILL PLATE5/8" GYP. BD.CONC. SLAB S.S.D.1/2" CONT. FIBROUS EXP. JOINTCONC. FOOTING - S.S.D.CORRUGATED METAL PANEL OV/ BLDG. PAPER - COLOR TO BE SELECTED BY ARCHITECTNEOPRENE CLOSURECONT. 26 GA. GALV. S.M. ANGLE SUPPORT - S.M.B.D. -PRIME & PAINT - COLOR TO MATCH MTL. PANELCONT. 26 GA. GALV. S.M. ANGLE TRIM - PRIME & PAINT - COLOR TO MATCH MTL. PANELMIN.2"0' -0"FIN. SLABG/LPLYWD. SHEATHING - S.S.D.1-LAYER 30# ASPHALT SAT. BUILDING PAPER BACKED W/ GALV. WIRE METAL LATH5/8" GYP. BD. - REFER TO FINISH SCHEDULE FOR FOR WALL FINISHBATT INSULATION - REFER TO SCHEDULE FOR R-VALUEWD. STUD FRAMING - REFER TO SCHEDULE FOR SIZE & SPACING 3 COAT 7/8" CEMENT PLASTER1X3 NAILER26 GA. GALV. S.M. PANEL CLOSURE (COLOR TO MATCH MTL. WALL PANEL) - TYP.MTL. WALL PANEL - COLOR TO BE SELECTED BY ARCHITECTGYP. BD. - TYP.2X STUDS REFER TO FLOOR PLAN FOR SIZE & SPACINGPLYWD. SHEATHING - S.S.D.1X3 NAILER, (AS REQ'D)L6M1BACKER ROD AND SEALANT26 GA. GALV. S.M. FLASHING (COLOR TO MATCH MTL. WALL PANEL) - TYP.ALUM. EXPANSION JOINT COVERGYP. BOARD - TYP. - REFER TO FINISH SCHEDULE FOR FINISHPLYWD. SHEATHING BACKERBATT INSULATION - REFER TO SCHED. FOR R-VALUESPORTS PADDING - INSTALL PER MANUF. RECOMMENDATIONSM1L6ANODIZED ALU. EXPANSION JOINT COVERGYP. BOARD - TYP. - REFER TO FINISH SCHEDULE FOR FINISHPLYWD. SHEATHING BACKERMTL. CORNER BEAD - TYP.GYP. BOARD - REFER TO FINISH SCHEDULE FOR FINISHLVL STUDS - REFER TO FLOOR PLAN FOR SIZEBATT INSULATION - REFER TO SCHED. FOR R-VALUEBATT INSULATION - REFER TO SCHED. FOR R-VALUECONT. SEALANT - TYP.H.M. DOOR FRAME REFER TO DOOR SCHED.H.M. DOOR - REFER TO DOOR SCHED.SPORTS PADDING - INSTALL PER MANUF. RECOMMENDATIONSGIRT CLIP @ M.B. JAMB - S.M.B.D.MTL. BLDG. GIRT - S.M.B.D.MTL. CORNER BEAD - TYP.1X3 NAILERGYP. BD. - TYP.PLYWD. SHEATHING - S.S.D.1X3 NAILER, (AS REQ'D)L6M1BATT INSULATION - REFER TO SCHED. FOR R-VALUE26 GA. GALV. S.M. PANEL CLOSURE (COLOR TO MATCH MTL. WALL PANEL) - TYP.MTL. WALL PANEL - COLOR TO BE SELECTED BY ARCHITECTBACKER ROD AND SEALANT26 GA. GALV. S.M. FLASHING (COLOR TO MATCH MTL. WALL PANEL) - TYP.ALUM. EXPANSION JOINT COVER2X STUDS REFER TO FLOOR PLAN FOR SIZE & SPACINGMETAL BLDG. GIRT - S.M.B.D.DOUBLE-J CONTROL JOINT (#XJ15 CLARK DIETRICH) SEE ELEVATIONS FOR LOCATION (U.O.N.)PLYWD SHEATHING S.S.D.#10 x 1 1/2" RHWS @ STUD SPACING FOR HORIZONTAL APPLICATION. HORIZONTAL COND.VERTICAL COND.WIRE-TIE LATH TO CONTROL JOINT EXPANDED METAL FLANGES. LATH SHOULD BE DISCONNECTED AT CONTROL JOINT -TYP.7/8" CEMENT PLASTER1 LAYER GRADE D 60 MINUTE BUILDING PAPERPLYWD SHEATHING S.S.D. PROVIDE CONT. BACKING @ VERT. & HORIZ. COND. TYP. GCP PERM-A-BARRIER, TYP.SELF-ADHERED FLASHING AT ALL FASTENER LOCATIONS, TYP.#8 x 1 1/4" SIMPSON WIRE-LATH MODIFIED TRUSS-HEAD SCREWS AT 16" O.C. INTO SHEATHINGWIDE EXPANDED FLANGE CORNER BEAD (CLARK DIETRICH #1A)1 LAYER GRADE D 60 MINUTE BUILDING PAPER3-COAT 7/8" CEMENT PLASTERPLYWD SHEATHING -S.S.D.GALV. SELF-FURRING DIMPLE METAL LATHSELF-ADHERED FLASHING AT ALL FASTENER LOCATIONSGCP PERM-A-BARRIER - TYP.PLYWD. SHEATHING - S.S.D. PROVIDE CONT. BACKING @ VERT. & HORIZ. COND. - TYP. 1-LAYER 30# ASPHALT SAT. BUILDING PAPER BACKED W/ GALV. WIRE METAL LATH#10 x 2" RHWS @ 16" O.C. INTO NAILERM-SLIDE TWO PIECE EXPANSION JOINT GALV.EXPANSION JOINTS;• E.J. SHALL BE INSTALLED PER ASTM C1063.• NO PANEL SIZE SHOULD EXCEED 144 SQ FT @ VERTICAL APPLICATIONS & 100 SQ FT @ HORIZONTAL, CURVED OR ANGULAR SECTIONS• NO LENGTH TO WIDTH RATIO SHOULD EXCEED 2-1/2" TO 1 IN ANY GIVEN PANEL• MAX. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18' IN EITHER DIRECTION3-COAT 7/8" CEMENT PLASTERGCP PERM-A-BARRIER, TYP.0' -0"FIN. SLAB15 MIL. VAPOR BARRIERCONC. PAVING WHERE OCCURS - S.C.D.CONC. SLAB EDGE - S.S.D.PRE-FINISHED MTL. PANEL OV/ BLDG. PAPER OR APPROVED BLDG. WRAP - COLOR TO BE SELECTED BY ARCHITECT1/2" FIBROUS EXP. JOINTCONT. MTL. ANGLE W/1/4" TITEN HD W/ 1 5/8" EMBEDMENT AND 1 1/2" MIN. EDGE DIST. @ 32" O.C. -6" FROM EACH END MAX. - 2 PER MEMBER MIN.S.S.D.SPORTS PADDING INSTALL PER MANUF. RECOMM.MTL. BLDG. GIRT - S.M.B.D.WOOD SPORTS FLOORING -INSTALL PER MANUF. REQ.BATT INSUL. -REFER TO SCHEDULE FOR R-VALUES.S.D.GYP. BD.PLYWD. SHEATHING BACKINGCONC. SLAB - S.S.D.CONC. CURB - S.S.D.MAX 1"5/8" GYP. BOARD - TYP.BRACE @ ALTERNATE DIRECTION -FOR ATTACHMENT SEE DETAILS &2X WALL BRACING @ 48" O.C. -TYP. FOR TERMINATION @ ROOF SEE DETAILS &HEIGHTS VARYSEE R.C.P.2X PARTITION - REFER TO PLAN FOR SIZE & SPACINGBATT. INSULATION - REFER TO SCHED. FOR R-VALUEHEIGHTS VARYSEE R.C.P.SUSPENDED CEILING WHERE OCCURS - REFER TO R.C.P.2X CLG JOIST - WHERE OCCURS -S.S.D.45°6 0 °/13AD.01/14AD.01/13AD.01/14AD.01(4) 10d NAILSWOOD ROOF TRUSS - TYP.-S.S.D.2X DIAG. BRACING @ 48" O.C. - TYP.CONT. DBL. 2X TOP PLATE2X BLOCKING - TYP.2X PARTITION - REFER TO PLAN FOR SIZE & SPACINGSIMPSON STRONG-TIE A34 FRAMING ANGLE w/ 8-8d X 1 1/2" INTO 2x BRACE & @ TOP & SIDE OF TOP PLATE.PLYWD. ROOF SHEATHING - S.S.D.45 MIN./60 MAX.WOOD ROOF TRUSS - TYP. -S.S.D.PLYWD. ROOF SHEATHING - S.S.D.45 MIN./60 MAX.2X4 FLAT BLOCK - SPAN ACROSS (2) ROOF TRUSSES -NAIL PERP. TO TRUSSESCONT. DBL. 2X TOP PLATE2X PARTITION - REFER TO PLAN FOR SIZE & SPACINGSIMPSON STRONG-TIE A34 FRAMING ANGLE w/ 8-8d X 1 1/2" INTO 2x BRACE & @ TOP & SIDE OF TOP PLATE.2X DIAG. BRACING @ 48" O.C. - TYP.5/8" GYP. BD. WHERE OCCURS- REFER TO FINISH SCHEDULE FOR FINISH - TYP.BATT INSULATION -REFER TO WALL TYPE SCHEDULE FOR R-VALUECLG. HT.SEE R.C.P.CEILING - REFER TO RCP5/8" GYP. BD. - FULL HEIGHT TO ROOF DECKWALL PL. HT.12'-0" A.F.F.WD. ROOF TRUSS OR 2X ROOF FRAMING -TYP. - S.S.D.2X PARTITION - REFER TO FLOOR PLAN FOR SIZE & SPACING2X CEILING FRAMING WHERE OCCURS - S.S.D.2X LEDGER - S.S.D.SOUND ATTEN. BATT INSUL. - CONT. TO ROOF DECKR-30 BATT INSUL.2X6 STUDS @ 16" O.C.5/8" GYP. BD.WHERE OCCURS -SEE REFLECTED CEILING PLANHEIGHTS VARYSEE R.C.P.REFER TO PARTITION FOR WALL TYPEHEIGHTS VARYSEE R.C.P.SUSPENDED CEILINGWHERE OCCURS-REFER TO RCP2X CEILING FRAMING OR TRUSS BOTTOM CHORD WHERE OCCURS -S.S.D.5/8" GYP. BD. FULL HEIGHT TO UNDER SIDE OF ROOF DECKSOUND ATTEN. BATT INSULATION(2) 2x BLKG. @ EA. SIDEBATT INSULATIONPLYWDOOD ROOF SHEATHING -S.S.D.2x TOP PLATES -WHERE OCCURSBATT INSULATION -REFER TO WALL TYPE SCHEDULE FOR R-VALUEPLYWD. SHEATHING -S.S.D.CORRUGATED MTL. PANEL -COLOR TO BE SELECTED BY ARCHITECTGYP. BOARD -TYP.BATT INSULATION -REFER TO SCHEDULE FOR R-VALUE -TYP.1 LAYER GRADE D 60 MIN. BUILDING PAPER24 G.S.M. TRIM -COLOR TO MATCH MTL. PANEL -TYP.CONT. BACKER ROD AND SEALANT2X WOOD STUDS -REFER TO FLOOR PLAN FOR SIZE -TYP.2-LAYERS 30# ASPHALT SAT. BUILDING PAPER BACKED W/ GALV. WIRE METAL LATHM1L6METAL CORNER BEAD - TYP.ANODIZED ALU. EXPANSION JOINT COVERGYP. BOARD - TYP. - REFER TO FINISH SCHEDULE FOR FINISHPLYWD. SHEATHING BACKERMTL. CORNER BEAD - TYP.GYP. BOARD - REFER TO FINISH SCHEDULE FOR FINISHLVL STUDS - REFER TO FLOOR PLAN FOR SIZEBATT INSULATION - REFER TO SCHED. FOR R-VALUEBATT INSULATION - REFER TO SCHED. FOR R-VALUESPORTS PADDING - INSTALL PER MANUF. RECOMMENDATIONSSTL. SECTIONAL DOOR - REFER TO DOOR SCHEDULESTL. SECTIONAL DOOR TRACK -PER MANUF.STL. SECTIONAL DOOR HINGE -PER MANUF.METAL CORNER BEAD - TYP.ANODIZED ALU. EXPANSION JOINT COVERGYP. BOARD - TYP. - REFER TO FINISH SCHEDULE FOR FINISHPLYWD. SHEATHING BACKERMTL. CORNER BEAD - TYP.GYP. BOARD - REFER TO FINISH SCHEDULE FOR FINISHLVL STUDS - REFER TO FLOOR PLAN FOR SIZEBATT INSULATION - REFER TO SCHED. FOR R-VALUEBATT INSULATION - REFER TO SCHED. FOR R-VALUESPORTS PADDING - INSTALL PER MANUF. RECOMMENDATIONSSTL. SECTIONAL DOOR TRACK -PER MANUF.L6M1STL. SECTIONAL DOOR TRACK -PER MANUF.FALIOFCSeptember 2021SS T A TEERIILCWCENH OC28388AIRNL EWOITARCHEDAILLIMECT Checked By:Drawn By:Project No.:LDA Partners, Inc.Designers & Architects222 Central CourtStockton, CA 95204209.943.0405www.ldapartners.comClient:Project:Architect:450 COMMERCE COURT,MANTECA, CA. 953366/3/2021 5:07:26 PMDETAILSAD.01DVEW727-01-18PERMIT SUBMITTAL #206/02/2021MACHADO SPORTS PARK1020 MARSH CREEKEBMA INVESTMENTSMANTECA, CA 95336TYPEDESCRIPTIONFIRERATINGINSUL.CW6.1 2x6 WOOD STUD @ 16" O.C. FULL HT N/A R-19TYPEDESCRIPTIONFIRERATINGINSUL.W4.1 2x4 WOOD STUD @ 16" O.C. FULL HT N/A R-13W4.2 2x4 WOOD STUD @ 16" O.C. 6" ABV CLG. N/A R-13W4.3 2x4 WOOD STUD @ 16" O.C. UP TO 10' N/A R-13W6.1 2x6 WOOD STUD @ 16" O.C. FULL HT N/A R-19W6.2 2x6 WOOD STUD @ 16" O.C. 6" ABV CLG. N/A R-19W8.1 2x8 WOOD STUD @ 16" O.C. FULL HT N/A R-193" = 1'-0"AD.011CW1 -WOOD PARTITION3" = 1'-0"AD.012W2 -WOOD PARTITION3" = 1'-0"AD.013EW -EXT. WD. STUD W/ METAL PANEL3" = 1'-0"AD.017WALL AT CONC. FOOTING AT C.P.3" = 1'-0"AD.019WALL AT CONC. FOOTING AT M.P.3" = 1'-0"AD.014EW -EXT WD. STUD WALL W/ C.P.3" = 1'-0"AD.0123EXT. WALL SEISMIC JOINT AT M.P. TO M.P.3" = 1'-0"AD.0122INT. WALL EXPANSION JOINT AT H.M. DOOR JAMB3" = 1'-0"AD.0124EXT. WALL SEISMIC JOINT6" = 1'-0"AD.0126CEMENT PLASTER CONTROL JOINT12" = 1'-0"AD.0128PLASTER AT OUTSIDE CORNER12" = 1'-0"AD.0127CEMENT PLASTER EXPANSION JOINT1 1/2" = 1'-0"AD.0110PERIMETER CONC. CURB .1 1/2" = 1'-0"AD.0115TYPICAL PARTITION1" = 1'-0"AD.0113WALL BRACE TO ROOF (PARALLEL)1" = 1'-0"AD.0114WALL BRACE TO ROOF (PERPEN.)1 1/2" = 1'-0"AD.0111WALL TO ROOF DECK (PARALLEL)1 1/2" = 1'-0"AD.0112WALL TO ROOF DECK (PERPEN.)1 1/2" = 1'-0"AD.015METAL WALL PANEL TO STUCCO3" = 1'-0"AD.0121INT. WALL EXPANSION JOINT AT SECTIONAL DOOR JAMB3" = 1'-0"AD.0125INT. WALL EXPANSION JOINT AT SECTIONAL DOOR HEADNo. Description Date By5/18/2021, 8:35:15 AM21-0396Roseville Submittals6/8/2021, 1:58:25 PM21-0396LUMEN ARCEO
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