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1600 - Food Program
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PR0544919
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Last modified
12/20/2021 10:00:40 AM
Creation date
10/18/2019 4:28:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0544919
PE
1623
FACILITY_ID
FA0025535
FACILITY_NAME
85C BAKERY CAFE
STREET_NUMBER
878
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
878 BENJAMIN HOLT DR
P_LOCATION
01
QC Status
Approved
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SJGOV\jcastaneda
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EHD - Public
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TABLE 5.504.4.1 - ADHESIVE VOC LIMITI.2 <br />Less Water and Less Exempt Compounds in Grams per Liter <br />ARCHITECTURAL APPLICATIONS <br />CURRENT VOC LIMIT <br />INDOOR CARPET ADHESIVES <br />50 <br />CARPET PAD ADHESIVES <br />50 <br />OUTDOOR CARPET ADHESIVES <br />150 <br />WOOD FLOORING ADHESIVES <br />100 <br />RUBBER FLOOR ADHESIVES <br />60 <br />SUBFLOOR ADHESIVES <br />50 <br />CERAMIC TILE ADHESIVES <br />65 <br />VCT & ASPHALT TILE ADHESIVES <br />50 <br />DRYWALL & PANEL ADHESIVES <br />50 <br />COVE BASE ADHESIVES <br />50 <br />MULTIPURPOSE CONSTRUCTION ADHESIVES <br />70 <br />STRUCTURAL GLAZING ADHESIVES <br />100 <br />SINGLE -PLY ROOF MEMBRANE ADHESIVES <br />250 <br />NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO <br />MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE <br />SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. <br />50 <br />SPECIALTY APPLICATIONS <br />PVC WELDING <br />510 <br />CPVC WELDING <br />490 <br />ABS WELDING <br />325 <br />PLASTIC CEMENT WELDING <br />250 <br />ADHESIVE PRIMER FOR PLASTIC <br />550 <br />CONTACT ADHESIVE <br />80 <br />SPECIAL PURPOSE CONTACT ADHESIVE <br />250 <br />STRUCTURAL WOOD MEMBER ADHESIVE <br />140 <br />TOP & TRIM ADHESIVE <br />250 <br />SUBSTRATE SPECIFIC APPLICATIONS <br />METAL TO METAL <br />30 <br />PLASTIC FOAMS <br />50 <br />POROUS MATERIAL (EXCEPT WOOD) <br />50 <br />WOOD <br />30 <br />FIBERGLASS <br />80 <br />1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES <br />TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT <br />SHALL BE ALLOWED. <br />2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO <br />MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE <br />SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, <br />www.arb.co.gov/DRDB/SC/CURHTML/R1 1 68.PDF <br />TABLE 5.504.4.2 - SEALANT VOC LIMIT <br />Less Water and Less Exempt Compounds in Grams per Liter <br />SEALANTS <br />CURRENT VOC LIMIT <br />ARCHITECTURAL <br />250 <br />MARINE DECK <br />760 <br />NONMEMBRANE ROOF <br />300 <br />ROADWAY <br />250 <br />SINGLE -PLY ROOF MEMBRANE <br />450 <br />OTHER <br />420 <br />SEALANT PRIMERS <br />ARCHITECTURAL <br />THIN MEDIUM DENSITY FIBERBOARD2 <br />NONPOROUS <br />250 <br />POROUS <br />775 <br />MODIFIED BITUMINOUS <br />500 <br />MARINE DECK <br />760 <br />OTHER <br />750 <br />NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO <br />MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE <br />SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. <br />TABLE 5.504.4.5 - FORMALDEHYDE LIMITSI <br />FLOW RATE(gpm)2 <br />0.5 <br />2.2 <br />1.28 <br />MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION <br />GALLONS PER <br />DAY <br />6 <br />140.8 <br />61.44 <br />208.24 <br />PRODUCT <br />CURRENT LIMIT <br />HARDWOOD PLYWOOD VENEER CORE <br />WORKSHEET (WS -2) <br />0.05 <br />HARDWOOD PLYWOOD COMPOSITE CORE <br />11-08-2018 1ST SUBMITTAL <br />0.05 <br />PARTICLE BOARD <br />0.09 <br />MEDIUM DENSITY FIBERBOARD <br />0.11 <br />THIN MEDIUM DENSITY FIBERBOARD2 <br />0.13 <br />1, VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR <br />RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN <br />ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF <br />REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. <br />2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF <br />5/16 INCHES (8 MM). <br />PROJECT NAME: 85 BAKERY CAFE TOTAL OCCUPANT LOAD 32 00 <br />STOCKTON iT *� <br />WORKSHEET (WS -1) BASELINE WATER USE (Male) <br />BASELINE WATER USE CALCULATION TABLE TECTONIC BUILDERS <br />CORPORATION <br />GALLONS PER 10118 BANDLEY DR. #E, <br />FIXTURE TYPE FLOW RATE(gpm)2 DURATION DAILY USES OCCUPANTS DAY CUPERTINO, CA 95014 <br />TEL: (408) 216-0804 <br />Urinal 0.5 x 1 flush x 2 x 16 = 16 <br />These drawings and the accompanying specifications are exclusive <br />property of TECTONIC BUILDERS CORP. written permission is re-uired <br />Lavatory faucets nonresidential 0.5 x 0.25 min x 3 x 16 = 6 by TECTONIC BUILDERS CORP. to re -use or to reproduce these <br />drawings as specifications by any method in whole or in part. A written <br />Kitchen faucets 2.2 x 4 min x 1 x 16 = 140, g consent is re-uired if the drawings are be used by other(s) than assigned <br />contractor(s). Any -uestion raised from these drawings should be directed <br />to TECTONIC BUILDERS CORP. in written format. <br />Flushometer tank water closets 1.28 x 1 flush x 3 x 16 = 61.44 <br />REVISIONS BY <br />Subtotal daily baseline water use (BWU) = 224.24 <br />WORKSHEET (WS -1) <br />FIXTURE TYPE <br />Lavatory faucets nonresidential <br />Kitchen faucets <br />Flushometer tank water closets <br />FLOW RATE(gpm)2 <br />0.5 <br />2.2 <br />1.28 <br />BASELINE WATER USE (Female) <br />BASELINE WATER USE CALCULATION TABLE <br />DURATION DAILY USES OCCUPANTS <br />x 0.25 min x 3 x 16 = <br />x 4 min x 1 x 16 = <br />x 1 flush x 3 x 16 = <br />Subtotal daily baseline water use (BWU) = <br />GALLONS PER <br />DAY <br />6 <br />140.8 <br />61.44 <br />208.24 <br />ARcyi� <br />WORKSHEET (WS -2) <br />RELEASED DATE <br />11-08-2018 1ST SUBMITTAL <br />TOTAL = 432.48 gallons/day <br />432.48 x 0.8 = 345.984 (allowable water use) <br />WORKSHEET (WS -2) Allowable Daily Water Use - DESIGN CASE (Female) <br />MAX. FLOW RATE AT y 20% REDUCTION CALCULATION TABLE <br />MAX. FLOW RATE <br />AT 20% <br />FIXTURE TYPE REDUCTION DURATION DAILY USES OCCUPANTS <br />Lavatory faucets nonresidential 0.4 x 0.25 min x 3 x 16 = <br />Kitchen faucets 1.8 x 4 min x 1 x 16 = <br />HET High -efficiency water closets 1 x 1 flush x 3 x 16 = <br />Subtotal daily proposed water use = <br />Proposed Water Use <br />Allowable Water Use <br />(baseline) (design case) <br />432.48 - 320.2 <br />112.28 - 345.984 <br />GALLONS PER <br />DAY <br />4.8 <br />115.2 <br />48 <br />168 <br />320.2 OK <br />345.984 <br />reduction needed per <br />day <br />= 112.28 gallons <br />= 0.324523677 <br />= 32.45% <br />F41*; <br />$5 0C Bakery Cafe <br />85 BAKERY STOCKTON <br />875 W. BENJAMIN HOLT DR., <br />STOCKTON, CA 95207 <br />DRAWN: <br />E.C. <br />CHECKED: <br />L.W. <br />DATE STARTED: <br />2018.08.29 <br />JOB NO.: <br />SCALE: <br />AS NOTED <br />FILE NAME: <br />SHEET NO <br />A1.2 <br />APPROVAL STAMP: <br />ARcyi� <br />WORKSHEET (WS -2) <br />Allowable Daily Water Use - DESIGN CASE (Male) <br />�� <br />MAX. <br />FLOW RATE AT 20% REDUCTION CALCULATION TABLE <br />LARRY L. WANG <br />CJ1807 <br />MAX. FLOW RATE <br />RENEWAL I.. <br />AT a 20% <br />GALLONS PER <br />9 <br />FIXTURE TYPE <br />REDUCTION <br />DURATION DAILY USES OCCUPANTS <br />DAY <br />OF <br />C <br />Urinal <br />0.0125 <br />x <br />1 flush x 1 x 16 = <br />0.2 <br />Lavatory faucets nonresidential <br />0.4 <br />x <br />0.25 min x 3 x 16 = <br />4.8 <br />SHEET CONTENTS: <br />Kitchen faucets <br />1.8 <br />x <br />4 min x 1 x 16 = <br />115.2 <br />CALGREEN CHECKLIST, NOTES <br />HET High -efficiency water closets <br />1 <br />x <br />1 flush x 2 x 16 = <br />32 <br />Subtotal daily proposed water use = <br />152.2 <br />WORKSHEET (WS -2) Allowable Daily Water Use - DESIGN CASE (Female) <br />MAX. FLOW RATE AT y 20% REDUCTION CALCULATION TABLE <br />MAX. FLOW RATE <br />AT 20% <br />FIXTURE TYPE REDUCTION DURATION DAILY USES OCCUPANTS <br />Lavatory faucets nonresidential 0.4 x 0.25 min x 3 x 16 = <br />Kitchen faucets 1.8 x 4 min x 1 x 16 = <br />HET High -efficiency water closets 1 x 1 flush x 3 x 16 = <br />Subtotal daily proposed water use = <br />Proposed Water Use <br />Allowable Water Use <br />(baseline) (design case) <br />432.48 - 320.2 <br />112.28 - 345.984 <br />GALLONS PER <br />DAY <br />4.8 <br />115.2 <br />48 <br />168 <br />320.2 OK <br />345.984 <br />reduction needed per <br />day <br />= 112.28 gallons <br />= 0.324523677 <br />= 32.45% <br />F41*; <br />$5 0C Bakery Cafe <br />85 BAKERY STOCKTON <br />875 W. BENJAMIN HOLT DR., <br />STOCKTON, CA 95207 <br />DRAWN: <br />E.C. <br />CHECKED: <br />L.W. <br />DATE STARTED: <br />2018.08.29 <br />JOB NO.: <br />SCALE: <br />AS NOTED <br />FILE NAME: <br />SHEET NO <br />A1.2 <br />APPROVAL STAMP: <br />
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