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“Access to Safe, Quality Healthcare Environments that Meet California’s Diverse and Dynamic Needs”
OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENTFACILITIES DEVELOPMENT DIVISION
STATE OF CALIFORNIA – HEALTH AND HUMAN SERVICES AGENCYOSH-FD-700 (REV 03/30/15) Page 1 of 2
APPLICATION FOR OSHPD PREAPPROVAL OF MANUFACTURER’S CERTIFICATION (OPM)
OFFICE USE ONLY
APPLICATION #: OPM-0258-13
OSHPD Preapproval of Manufacturer’s Certification (OPM)
Type: New Renewal Update to Pre-CBC 2013 OPA Number:
Manufacturer Information
Manufacturer: The Baker Company
Manufacturer’s Technical Representative: Larry McCarthy
Mailing Address: P.O. Drawer E, Sanford, Maine 04073
Telephone: (207) 324-8773 ext.374 Email: lmccarthy@bakerco.com
Product Information
Product Name: BioChemGARD
Product Type: Class II, Type B2, Biosafety cabinet
Product Model Number: BCG401 & BCG601
General Description: Biological Safety Cabinets, BioChemGARD Models, BCG401 & BCG601, floor mounted and wall
mounted anchorage.
Applicant Information
Applicant Company Name: The Baker Company
Contact Person: Larry McCarthy
Mailing Address: P.O. Drawer E, Sanford, Maine 04073
Telephone: (207) 324-8773 ext.374 Email: lmccarthy@bakerco.com
I hereby agree to reimburse the Office of Statewide Health Planning and Development review fees in accordance with the California Administrative Code, 2013.
Signature of Applicant: Date: 8/6/2015
Title: Product Engineer Company Name: The Baker Company
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Jeffrey EnzlerJeffrey Enzler
OPM-0258-13abinetabinet
09/29/2016
09/29/2016 OPM-0258-13: Reviewed for Code Compliance by Jeffrey Enzler Page 1 of 30
“Access to Safe, Quality Healthcare Environments that Meet California’s Diverse and Dynamic Needs”
OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENTFACILITIES DEVELOPMENT DIVISION
STATE OF CALIFORNIA – HEALTH AND HUMAN SERVICES AGENCYOSH-FD-700 (REV 03/30/15) Page 2 of 2
Registered Design Professional Preparing Engineering Recommendations
Company Name: Brandow and Johnston, Inc.
Name: Peter Maranian California License Number: SE 2720
Mailing Address: 700 South Flower Street, Suite 1800, Los Angeles, CA 90017
Telephone: (213) 596-4500 Email: pmaranian@bjsce.com
OSHPD Special Seismic Certification Preapproval (OSP)
Special Seismic Certification is preapproved under OSP-(Separate application for OSP is required)
Special Seismic Certification is not preapproved
Certification Method(s)
Testing in accordance with: ICC-ES AC156 FM 1950-10
Other* (Please Specify):
*Use of criteria other than those adopted by the California Building Standards Code, 2013 (CBSC 2013) for component supports and attachments are not permitted. For distribution system, interior partition wall, and suspended ceiling seismic bracings, test criteria other than those adopted in the CBSC 2013 may be used when approved by OSHPD prior to testing.
Analysis
Experience Data
Combination of Testing, Analysis, and/or Experience Data (Please Specify):
List of Attachments Supporting the Manufacturer’s Certification
Test Report Drawings Calculations Manufacturer’s Catalog
Other(s) (Please Specify):
OFFICE USE ONLY – OSHPD APPROVAL VALID FOR CBC 2013 ONLY
Signature: Date: 09-29-2016
Print Name: Jeffrey Enzler
Title: DSE
Condition of Approval (if applicable):
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09/29/2016
09/29/2016 OPM-0258-13: Reviewed for Code Compliance by Jeffrey Enzler Page 2 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
±0'-30° (.5°)
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
SIZE
TITLE
DWG NO
SHEET
REV
THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF THE BAKER COMPANY. THE
INFORMATION CONTAINED HERE ON MAY NOT BEUSED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF THE BAKER COMPANY.
REV DESCRIPTION DATE DRN APP-BY APP-DATE
BioChemGARD e3, BCG401
BGA-BCG401-B2-4-111-Q Q
THE BAKER COMPANY 161 Gatehouse Rd., Sanford, Maine 04073 USA
“Creating Immaculate Atmospheres”
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
LMcCarthy
5/6/2011
5/6/2011
Class II, Type B2
Q UPDATED FOR SEISMIC APPROVAL 8/23/2016 LAM - -
1 OF 5
FRONT VIEW SIDE VIEW
5.44"138.09mm
25.63"650.9mm
9.94"252.58mm
50.79"1290.16mm
25.06"636.44mm
cg cg
AA
SECTION A-A
4.92"124.97mm
8.61"218.74mm
6.50"165.1mm
B
B
SECTION B-B1.00"25.4mm
10.00"254mm
12.00"304.8mm
3.75"95.25mm
4.50"114.3mm
WALL SEISMIC FOOT PRINTWALL SEISMIC
4 PLACES
1.87"47.4mmO .44"
11.11mm2X
54.77"1391.21mm
3/16" STAINLESS STEEL PLATEWITH (2) STIFFINING PLATES ON EACH SIDE. TYP.ASTM A240 TYPE 304, Fu= 75 KSI MIN
WELD WALL BRACKETTO CABINET AT SHOP 1/8
GENERAL NOTES: 1. THIS OSHPD PREAPPROVAL OF MANUFACTURER’S CERTIFICATION (OPM) IS
BASED ON THE CBC 2013. THE DEMAND (SEISMIC FORCES) FOR USE WITH THIS OPM SHALL BE BASED ON THE CBC 2013.
2. DESIGN SEISMIC ANCHORAGE FORCES PER ASCE 7-10 SECTION 13.3.1, EQUATIONS 13.3-1, 13.3-2, AND 13.3-3 WHERE SDS <= 2.0, z/h <= 1.0, ap = 1.0, lp = 1.5,AND Rp = 2.5. SEOR VERIFIES THAT SITE SPECIFIC COEFFICIENTS DO NOT EXCEED VALUES IN THIS OPM; OPM ENGR PROVIDES THIS VALUE FOR THE OPM TO DETERMINE THE DEMAND VALUES.
3. THIS PRE-APPROVAL IS APPLICABLE TO ANY LOCATION IN THE STATE OF CALIFORNIA, AT ANY HEIGHT WITHIN THE BUILDING WHERE SDS <= 2.0
4. MAXIMUM REACTIONS TO THE STRUCTURE SHOWN ON THE DRAWINGS ARE ALLOWABLE STRESS DESIGN LOADS.
5. THE CONCRETE WALL SHALL BE MIN. 8” THICK f’c = 3,000 PSI MIN. CONC. NW. THE MASONRY WALL DESIGNED AS “UNCRACKED” SHALL BE MIN. 8” THICK f’m = 1,500 PSI MIN. FULLY GROUTED.
6. ANCHOR BOLTS INTO (E) CONCRETE WALL TO BE HILTI KB-TZ (ICC ESR-1917). PERIODIC SPECIAL INSPECTION REQUIRED PER CBC 2013 SECTION 1705A.3. REFER TO ICC ESR REPORT FOR INSTALLATION REQUIREMENTS. TESTING OF EXPANSION ANCHORS PER 2013 CBC, 1913A.7.
7. ANCHOR BOLTS INTO (E) GROUT FILLED MASONRY WALL TO BE HILTI KB3 (ICC ESR-1385). CONTINUOUS SPECIAL INSPECTION REQUIRED PER CBC 2013 SECTION 1705A.4. REFER TO ICC ESR REPORT FOR INSTALLATION REQUIREMENTS. TESTING OF EXPANSION ANCHORS PER 2013 CBC, 1913A.7.
8. MAINTAIN 12” CLEARANCE FROM ANY EDGES OF (E) CONCRETE OR MASONRY WALL.
9. LOCATE (E) REINFORCEMENTS BEFORE DRILLING INTO (E) CONCRETE OR MASONRY WALL. DO NOT CUT ANY (E) REINFORCEMENTS.
10. THIS PRE-APPROVAL COVERS ONLY THE SUPPORTS & ATTACHMENTS OF THE UNIT TO THE STRUCTURE.
11. TORQUE TEST: A. TEST INSTALLED ANCHORS AT A RATE OF 50% IN THE PRESENCE OF
INSPECTOR OF RECORD. (I.O.R) B. ALL WEDGE ANCHORS (LOADED IN EITHER PULLOUT OR SHEAR) SHALL BE
TORQUED TO 25 FT-LBS FOR HILTI KB-TZ IN CONCRETE & 15 FT-LBS FOR HILTI KB3 IN MASONRY. TORQUED BOLTS SHALL BE RETESTED A MINIMUM OF 24 HOURS LATER AND SHALL NOT HAVE MORE THAN ½ TURN OF THE NUT.
C. WHERE ANCHORS FAIL TESTING, REPLACE DEFICIENT ANCHORS AND RETEST. TEST ALL ANCHORS OF THE SAME TYPE INSTALLED BY THE SAME TRADE AND NOT PREVIOUSLY TESTED.
12. WEDGE ANCHOR EMBEDMENT IS EQUAL TO EFFECTIVE EMBEDMENT AS DEFINED IN ICC-ESR REPORTS AND IS MEASURED TO END OF EXPANSION ELEMENT.
13. THE BUILDING SEOR SHALL VERIFY THAT:A. MASONRY IS DESIGNED AS “UNCRACKED” AS DEFINED IN ICC ES AC01
SECTION 2.3 SEOR SHALL PROVIDE CALCULATIONS TO SHOW THAT THE MASONRY WOULD NOT CRACK UNDER THE DESIGN EARTHQUAKE LOADS UNDER ALL SERVICE LOAD CONDITIONS; THE WALL HAS TO REMAIN ELASTIC.
B. MASONRY IS FULLY GROUTED IN ACCORDANCE WITH ICC ESR-1385 SECTION 3.2
C. CONDITION OF USE REQUIREMENTS IN ACCORDANCE WITH ICC ESR-1385 SECTION 5.0 IS SATISFIED.
D. THE NEW ANCHORS ARE LOCATED AT AN ADEQUATE DISTANCE FROM ANY NEW OR EXISTING ANCHOR. THE SPACING SHOWN IN DETAILS ARE A MINIMUM FOR THE BOLT SIZE SHOWN. THE REQUIRED SPACING FROM OTHER ANCHORS OF OTHER DIAMETERS AND EMBEDMENTS MAY VARY AND SHALL BE EVALUATED BY THE SEOR.
E. PROVIDE SUPPORTING STRUCTURE TO SUPPORT WEIGHTS & FORCES SHOWN IN ADDITION TO ALL OTHER LOADS.
F. THE STRUCTURE IS ADEQUATE FOR THE DESIGN LOADS IMPOSED ON IT BY THIS EQUIPMENT IN ADDITION TO ALL OTHER LOADS. REFER TO MAXIMUM REACTIONS TO THE STRUCTURE.
G. THE INSTALLATION IS IN CONFORMANCE WITH THE 2013 CBC AND WITH THE NOTES AND DETAILS SHOWN IN THIS PRE-APPROVAL. VERIFY THAT THE EQUIPMENT’S ACTUAL WEIGHT, CG LOCATION, ANCHOR LOCATIONS, ANCHOR DETAILS AND THE MATERIAL AND GAGE OF THE UNIT WHERE ATTACHMENTS ARE MADE CONFORM TO THE INFORMATION SHOWN IN THIS PRE-APPROVAL. BLDG. SEOR TO VERIFY THAT THE PROJECT SPECIFIC VALUES OF SDS AND z/h RESULT IN SEISMIC FORCES THAT DO NOT EXCEED THE VALUES ON THE DETAILS.
H. THE CONCRETE MEETS THE REQUIREMENTS OF THE APPLICABLE ICC ESR.
V
V
V
V
R R R R
C (OR) T
C (OR) TV
V
(2) 3/8" O HILTI KB3WITH 2 1/2" EMBED. @ 10" C.C. TO(E) MASONRY WALLS (AVOID MASONRYJOINTS PER FIG.2 OF ESR-1385)OR HILTI KB TZ WITH 2" EMBED @ 10" C.C.TO (E) CONCRETE WALLS.SEE GENERAL NOTES. PROVIDEMIN. SPACING BETWEEN NEWAND EXISTING ADJACENTANCHORS GREATER OF 3XLONGER EMBEDMENT OR 8" MIN
WALL PER GENERAL NOTE #5
9.13"231.78mm
18.50"469.9mm
21.14"536.99mm
21.14"536.99mm
54.27"1378.36mmAT MAXIMUM
HEIGHT
48.66"1236.08mm
MAXIMUM ALLOWABLE STRESS DESIGNREACTIONS TO THE STRUCTURE
[LBS./POST]SLAB LOCATION Fp/Wp/1.4 V C T R
ELEV. SLAB 1.03 270 280 280 320ON GRADE 0.686 170 180 180 320
MAXIMUM OP. WT. = 800 LBS. (INCL. STAND)
54.27"1378.36mmAT MAXIMUM
HEIGHT
98.33"2497.64mm
25.74"653.72mm
15.68"398.32mm
AIR TIGHT DAMPER(OPTIONAL)
STAND PART OFBCG401 BY MFR
[SEE STAND ASSEMBLYDETAILS IN REFERENCE
SECTION]
MIN 5" N.W.CONCRETE
(f'c = 3000 PSI MIN)
TABULATED REACTIONS DO NOT REFLECT THEAPPLICATION OF THE OVERSTRENGTH FACTOR ( o)TO ACCOUNT FOR ANCHORAGE TO CONCRETE.
WALL MOUNTED CONDITION
CABINET WALL MADE OF ASTM A1011, CS TYPE B, 16 GA.42 KSI TENSILE, Fy = 20 KSI MIN
12.00"304.8mm
MINTYP
EDGE OF WALL
PG 1 OF 28
FOR BASE TO STANDFRAME ATTACHMENTSEE SHEET 5 OF 5(PG 5 OF 28)
/ /201 OPM-0258-13: Reviewed for Code Compliance by Jeffrey Enzler Page 3 of 30
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OPM-0258-13131311P 1PP 1
10/03/2017/ 0/200000/0/0 0101010 771717170170
VERIFY WITH OWNER THAT THERE IS SUFFICIENT CLEARANCE BETWEEN EQUIPMENT AND WALL TO ENSURE THAT STERILE COMPOUNDING ROOM CLEANING PROCEDURES CAN BE ADEQUATELY MAINTAINED, IN ACCORDANCE WITH REGULATIONS ESTABLISHED BY THE STATE OF CALIFORNIA BOARD OF PHARMACY AND USP REGULATIONS.
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
±0'-30° (.5°)
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
SIZE
TITLE
DWG NO
SHEET
REV
THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF THE BAKER COMPANY. THE
INFORMATION CONTAINED HERE ON MAY NOT BEUSED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF THE BAKER COMPANY.
REV DESCRIPTION DATE DRN APP-BY APP-DATE
BioChemGARD e3, BCG401
BGA-BCG401-B2-5-111-Q Q
THE BAKER COMPANY 161 Gatehouse Rd., Sanford, Maine 04073 USA
“Creating Immaculate Atmospheres”
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
LMcCarthy
5/6/2011
5/6/2011
Class II, Type B2
Q UPDATED FOR SEISMIC APPROVAL 8/23/2016 LAM - -
2 OF 5
cg cg
25.06"636.44mm
50.79"1290.16mm
25.63"650.9mm
A ASECTION A-A
3.00"76.2mm
6.00"152.4mm
3.00"76.2mm
6.00"152.4mm
10.00"254mm
10.00"254mm
O .56"14.27mm4X
BASE PLATE DETAIL
1/4" STAINLESS STEEL PLATE
C (OR) T
54.38"1381.15mmMAX HEIGHT
21.14"536.99mm
54.38"1381.15mmMAX HEIGHT
21.14"536.99mm
V9.94"252.58mm
MAXIMUM ALLOWABLE STRESS DESIGNREACTIONS TO THE STRUCTURE
[LBS./POST]
MAXIMUM OP. WT. = 800 LBS. (INCL. STAND)
SLAB LOCATION Fp/Wp/1.4 V C TELEV. SLAB 1.03 260 1360 960ON GRADE 0.686 160 970 570
SIDE VIEWFRONT VIEW
C (OR) T
V
25.74"653.72mm
15.68"398.32mm
C (OR) TC (OR) T
V V
98.44"2500.43mm
AIR TIGHT DAMPER(OPTIONAL)
REFER TONOTE #7
TABULATED REACTIONS DO NOT REFLECT THE APPLICATION OF THEOVERSTRENGTH FACTOR ( o) TO ACCOUNT FOR ANCHORAGE TO CONCRETE.
ef
WELD AT SHOP 1/8
FLOOR MOUNT CONDITION
CABINET BASE MATERIAL WHERE STAND ATTACHES:ASTM A240, S30400, 16 GAUGE, 75 KSI TENSILE
GENERAL NOTES: 1. THIS OSHPD PREAPPROVAL OF MANUFACTURER’S CERTIFICATION (OPM) IS
BASED ON THE CBC 2013. THE DEMAND (SEISMIC FORCES) FOR USE WITH THIS OPM SHALL BE BASED ON THE CBC 2013.
2. DESIGN SEISMIC FORCES PER ASCE 7-10 SECTION 13.3.1, EQUATIONS 13.3-1, 13.3-2, AND 13.3-3 WHERE SDS<= 2.0, z/h <= 1.0, ap = 1.0, lp = 1.5, AND Rp = 2.5 FORELEVATED CONDITION; FOR SLAB-ON-GRADE CONDITION z/h = 0.0. SEOR VERIFIES THAT SITE SPECIFIC COEFFICIENTS DO NOT EXCEED VALUES IN THIS OPM; OPM ENGR PROVIDES THIS VALUE FOR THE OPM TO DETERMINE THE DEMAND VALUES.
3. THIS PRE-APPROVAL IS APPLICABLE TO ANY LOCATION IN THE STATE OF CALIFORNIA AT ANY HEIGHT WITHIN THE BUILDING WHERE SDS <= 2.0
4. MAX. REACTIONS TO THE STRUCTURE SHOWN ON THE DRAWINGS ARE ALLOWABLE STRESS DESIGN LOADS.
5. LOCATE (E) REINFORCEMENTS BEFORE DRILLING INTO (E) CONCRETE SLAB. DONOT CUT ANY (E) REINFORCEMENTS.
6. THIS PRE-APPROVAL COVERS ONLY THE SUPPORTS & ATTACHMENTS OF THE UNIT TO THE STRUCTURE.
7. THE ELEVATED FLOOR SLAB SHALL BE MIN 6” THICK, 3000 PSI MIN. CONCRETE SOLID SLAB N.W. OR SAND L.W. CONCRETE FILL ABOVE METAL DECK SHALL BE MIN 3-1/4” THICK, 3000 PSI MIN. CONCRETE N.W. OR SAND L.W. THE SLAB ON GRADE SHALL BE MIN 6” THICK, 3000 PSI MIN N.W. CONCRETE.
8. ANCHOR BOLTS INTO (E) CONCRETE TO BE HILTI KB-TZ (ICC ESR-1917). PERIODIC SPECIAL INSPECTION REQUIRED PER CBC 2013 SECTION 1705A.3. REFER TO ICC ESR REPORT FOR INSTALLATION REQUIREMENTS. TESTING OF EXPANSION ANCHORS PER CBC 2013, 1913A.7 AND NOTE #11 BELOW.
9. BOLTS THROUGH CONCRETE ON METAL DECK OR ELEVATED SLAB SECTION: A. BOLTS SHALL BE TORQUED BY 3/4 TURN OF THE NUT AFTER SNUG TIGHT
(THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS REQUIRED TO BRING THE CONNECTED PLIES INTO FIRM CONTACT) CONDITION IS ACHIEVED, UNLESS NOTED OTHERWISE.
B. HOLES FOR BOLTS SHALL BE 1/16” LARGER THAN BOLT SIZE (HOLE SIZE = BOLT SIZE + 1/16”)
C. THROUGH BOLTS IN CONCRETE SHALL RECEIVE SPECIAL INSPECTION & TESTING (THROUGH BOLTS WITH STEEL-TO-STEEL CONNECTION IN TENSIONDO NOT REQUIRE TESTING) IN ACCORDANCE WITH REQIUREMENTS FOR POST-INSTALLED ANCHORS.
10. MAINTAIN 6” CLEARANCE FROM ANY EDGES OF (E) CONCRETE SLAB.11. TORQUE TEST:
A. TEST INSTALLED ANCHORS AT A RATE OF 50% IN THE PRESENCE OF INSPECTOR OF RECORD. (I.O.R.).
B. ALL WEDGE ANCHORS (LOADED IN EITHER PULLOUT OR SHEAR) SHALL BE TORQUE TESTED WITH CALIBRATED TORQUE WRENCH TO 25 FT-LBS FOR 3/8”DIA AND 40 FT-LBS FOR 1/2" DIA HILTI KB-TZ IN CONCRETE. THE SPECIFIED TORQUE SHALL BE ATTAINED WITHIN 1/2 TURN OF THE NUT. THE SPECIFIED TORQUE IS THE INSTALLATION VERIFICATION TEST LOAD. TORQUED BOLTS SHALL BE TESTED A MINIMUM OF 24 HOURS AFTER INSTALLATION AND SHALL NOT HAVE MORE THAN 1/2 TURN OF THE NUT.
C. WHERE ANCHORS FAIL TESTING, REPLACE DEFICIENT ANCHORS AND RETEST. TEST ALL ANCHORS OF THE SAME TYPE INSTALLED BY THE SAME TRADE AND NOT PREVIOUSLY TESTED.
12. WEDGE ANCHOR EMBEDMENT IS EQUAL TO EFFECTIVE MIN EMBEDMENT (hef) =3 ¼”; MIN EDGE DIST = 6”; f’c = 3 KSI MIN; ICC-ESR-1917.
13. RESPONSIBILITIES OF THE BUILDING SEOR:A. THE NEW ANCHORS ARE LOCATED AT AN ADEQUATE DISTANCE FROM
ANY NEW OR EXISTING ANCHOR. THE SPACING SHOWN IN DETAILS ARE A MINIMUM FOR THE BOLT SIZE SHOWN. THE REQUIRED SPACING FROM OTHER ANCHORS OF OTHER DIAMETERS AND EMBEDMENTS MAY VARY AND SHALL BE EVALUATED BY THE SEOR.
B. PROVIDE SUPPORTING STRUCTURE TO SUPPORT WEIGHTS & FORCES SHOWN IN ADDITION TO ALL OTHER LOADS.
C. THE BUILDING SEOR TO VERIFY THAT THE STRUCTURE IS ADEQUATE FOR THE DESIGN LOADS IMPOSED ON IT BY THIS EQUIPMENT IN ADDITION TO ALL OTHER LOADS. REFER TO MAX. REACTIONS TO THE STRUCTURE.
D. SEOR TO VERIFY THAT THE INSTALLATION IS IN CONFORMANCE WITH THE 2013 CBC AND WITH THE NOTES AND DETAILS SHOWN IN THIS PRE-APPROVAL. VERIFY THAT THE EQUIPMENT’S ACTUAL WEIGHT, CG LOCATION, ANCHOR LOCATIONS, ANCHOR DETAILS AND THE MATERIAL AND GAGE OF THE UNIT WHERE ATTACHMENTS ARE MADE CONFORM TOTHE INFORMATION SHOWN IN THIS PRE-APPROVAL. BLDG. SEOR TO VERIFY THAT THE PROJECT SPECIFIC VALUES OF SDS AND z/h RESULT INSEISMIC FORCES THAT DO NOT EXCEED THE VALUES ON THE DETAILS.
E. BUILDING SEOR TO VERIFY THE CONCRETE MEETS THE REQUIREMENTS OF THE APPLICABLE ICC ESR.
STAND PART OFBCG401 BY MFR
[SEE STAND ASSEMBLYDETAILS IN REFERENCE
SECTION]
PG 2 OF 28
NOTE:1. WHERE 2 BOLTS USED,
INSTALL DIAGONALLY.2. REFER TO FLOOR MOUNTED
ANCHOR BOLT SCHEDULE.IN DETAIL "B" FOR ELEV. SLAB
3. PROVIDE (2) 1/2" DIA X 3-1/4"EMBED (h ) HILTI KB-TZ AT S.O.G.
TUBING, O1-5/8", 16 GAASTM A240 S30400 TYPE 304,
75 KSI TENSILE
SECTION "B-B"THRU-BOLT ANCHORAGE DETAIL
AT CONCRETE OVER METAL DECK SLAB
THRU BOLTTYP.
ANGLETYP.
NO GAPS ALLOWED. ADD SHIMPLATES AS REQUIRED. TYP.
F.F.
CPOST AND ANGLE
L
1 1/2" MIN[38.1mm]
CONC. SLAB OR CONC. FILL OVER METAL DECK PER NOTE# 7
N.W. OR SAND L.W. CONC. (3,000 PSI MIN.)O1/2", A307 GR. A
THRU BOLTSTYP.
L3X3X1/4X2'-6" MIN.A36 AT EACH POST
INSTALL ANGLES PERPENDICULAR TO
DECK FLUTES OR MAINCONC. SLAB REBARS. NUTS ABOVE & BELOW ANGLE FLANGE,
TAPPED HOLE IN ANGLE FLANGE & BOTTOM NUT, OR DOUBLE NUTSBELOW ANGLE FLANGE W/TOP NUTTACK WELDED TO UNDERSIDE OFANGLE FLANGE.
B1
B1
MIN. 20 GA.METAL DECK
NOTE: PROVIDE MIN. SPACING BETWEEN NEW AND EXISTINGADJACENT ANCHORS GREATER OF 3X LONGER EMBEDMENT
OR 10" MIN.
12.00"304.8mm
TYP(2) O3/8 HILTI KBTZX 2" EMBED. (hef)EACH ANGLE
FLUTE CL
FLUTE CL
SECTION B1-B1
SAME FOR SOLIDSLAB SECTION
B
B
FOR BASE TO STANDFRAME ATTACHMENTSEE SHEET 5 OF 5(PG 5 OF 28)
1 1/2" MIN TYP.[38.1mm]
1 1/2" MIN TYP.[38.1mm]
/ /201 OPM-0258-13: Reviewed for Code Compliance by Jeffrey Enzler Page 4 of 30
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OPM-0258-13PMPMPM 5
10/03/2017
FREE STANDING UNIT VERIFY WITH OWNER THAT THERE IS SUFFICIENT CLEARANCE BETWEEN EQUIPMENT AND WALL TO ENSURE THAT STERILE COMPOUNDING ROOM CLEANING PROCEDURES CAN BE ADEQUATELY MAINTAINED, IN ACCORDANCE WITH REGULATIONS ESTABLISHED BY THE STATE OF CALIFORNIA BOARD OF PHARMACY AND USP REGULATIONS
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
±0'-30° (.5°)
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
SIZE
TITLE
DWG NO
SHEET
REV
THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF THE BAKER COMPANY. THE
INFORMATION CONTAINED HERE ON MAY NOT BEUSED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF THE BAKER COMPANY.
REV DESCRIPTION DATE DRN APP-BY APP-DATE
BioChemGARD e3, BCG601
BGA-BCG601-B2-4-111-Q Q
THE BAKER COMPANY 161 Gatehouse Rd., Sanford, Maine 04073 USA
“Creating Immaculate Atmospheres”
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
LMcCarthy
5/6/2011
5/6/2011
Class II, Type B2
Q UPDATES FOR SEISMIC APPROVAL 8/23/2016 LAM - -
3 OF 5
5.44"138.09mm
25.63"650.9mm
9.68"245.82mm
74.79"1899.76mm
36.47"926.43mm
cg cg
AA
4.92"124.97mm
8.61"218.74mm
6.50"165.1mm
B
B
1.00"25.4mm
10.00"254mm
12.00"304.8mm
3.75"95.25mm
4.50"114.3mm
WALL SEISMIC FOOT PRINTWALL SEISMIC
4 PLACES
1.87"47.4mmO .44"
11.11mm2X
78.77"2000.81mm
3/16" STAINLESS STEEL PLATEWITH (2) STIFFINING PLATES ON EACH SIDE. TYP.ASTM A240 TYPE 304, Fu= 75 KSI MIN
WELD WALL BRACKETTO CABINET AT SHOP1/8
SECTION A-A SECTION B-B
72.66"1845.68mm
55.14"1400.56mmAT MAXIMUM
HEIGHT
22.02"559.19mm
55.14"1400.56mmAT MAXIMUM
HEIGHT
22.02"559.19mm
V
V
V
V
R R R R
9.13"231.78mm
18.50"469.9mm
WALL PER GENERAL NOTE#5.
C (OR) T
C (OR) T
V
V
MAXIMUM ALLOWABLE STRESS DESIGNREACTIONS TO THE STRUCTURE
[LBS./POST]SLAB LOCATION Fp/Wp/1.4 V C T R
ELEV. SLAB 1.03 380 390 390 440ON GRADE 0.686 240 250 250 440
MAXIMUM OP. WT. = 1061 LBS. (INCL. STAND)
38.32"973.33mm
15.95"405.08mm
98.33"2497.64mm
AIR TIGHT DAMPER(OPTIONAL)
MIN 5" N.W.CONCRETE
(f'c = 3000 PSI MIN)
TABULATED REACTIONS DO NOT REFLECT THEAPPLICATION OF THE OVERSTRENGTH FACTOR ( o)TO ACCOUNT FOR ANCHORAGE TO CONCRETE.
(2) 3/8" O HILTI KB3WITH 2 1/2" EMBED. @ 10" C.C. TO(E) MASONRY WALLS (AVOID MASONRYJOINTS PER FIG. 2 OF ESR-1385)OR HILTI KB TZ WITH 2" EMBED @ 10" C.C.TO (E) CONCRETE WALLS.SEE GENERAL NOTES. PROVIDEMIN. SPACING BETWEEN NEWAND EXISTING ADJACENTANCHORS GREATER OF 3XLONGER EMBEDMENT OR 8" MIN
12.00"304.8mm
MINTYP
EDGE OF WALL
GENERAL NOTES: 1. THIS OSHPD PREAPPROVAL OF MANUFACTURER’S CERTIFICATION (OPM) IS
BASED ON THE CBC 2013. THE DEMAND (SEISMIC FORCES) FOR USE WITH THIS OPM SHALL BE BASED ON THE CBC 2013.
2. DESIGN SEISMIC ANCHORAGE FORCES PER ASCE 7-10 SECTION 13.3.1, EQUATIONS 13.3-1, 13.3-2, AND 13.3-3 WHERE SDS <= 2.0, z/h <= 1.0, ap = 1.0, lp = 1.5,AND Rp = 2.5. SEOR VERIFIES THAT SITE SPECIFIC COEFFICIENTS DO NOT EXCEED VALUES IN THIS OPM; OPM ENGR PROVIDES THIS VALUE FOR THE OPM TO DETERMINE THE DEMAND VALUES.
3. THIS PRE-APPROVAL IS APPLICABLE TO ANY LOCATION IN THE STATE OF CALIFORNIA, AT ANY HEIGHT WITHIN THE BUILDING WHERE SDS <= 2.0
4. MAXIMUM REACTIONS TO THE STRUCTURE SHOWN ON THE DRAWINGS ARE ALLOWABLE STRESS DESIGN LOADS.
5. THE CONCRETE WALL SHALL BE MIN. 8” THICK f’c = 3,000 PSI MIN. CONC. NW. THE MASONRY WALL DESIGNED AS “UNCRACKED” SHALL BE MIN. 8” THICK f’m = 1,500 PSI MIN. FULLY GROUTED.
6. ANCHOR BOLTS INTO (E) CONCRETE WALL TO BE HILTI KB-TZ (ICC ESR-1917). PERIODIC SPECIAL INSPECTION REQUIRED PER CBC 2013 SECTION 1705A.3. REFER TO ICC ESR REPORT FOR INSTALLATION REQUIREMENTS. TESTING OF EXPANSION ANCHORS PER 2013 CBC, 1913A.7.
7. ANCHOR BOLTS INTO (E) GROUT FILLED MASONRY WALL TO BE HILTI KB3 (ICC ESR-1385). CONTINUOUS SPECIAL INSPECTION REQUIRED PER CBC 2013 SECTION 1705A.4. REFER TO ICC ESR REPORT FOR INSTALLATION REQUIREMENTS. TESTING OF EXPANSION ANCHORS PER 2013 CBC, 1913A.7.
8. MAINTAIN 12” CLEARANCE FROM ANY EDGES OF (E) CONCRETE OR MASONRY WALL.
9. LOCATE (E) REINFORCEMENTS BEFORE DRILLING INTO (E) CONCRETE OR MASONRY WALL. DO NOT CUT ANY (E) REINFORCEMENTS.
10. THIS PRE-APPROVAL COVERS ONLY THE SUPPORTS & ATTACHMENTS OF THE UNIT TO THE STRUCTURE.
11. TORQUE TEST: A. TEST INSTALLED ANCHORS AT A RATE OF 50% IN THE PRESENCE OF
INSPECTOR OF RECORD. (I.O.R) B. ALL WEDGE ANCHORS (LOADED IN EITHER PULLOUT OR SHEAR) SHALL BE
TORQUED TO 25 FT-LBS FOR HILTI KB-TZ IN CONCRETE & 15 FT-LBS FOR HILTI KB3 IN MASONRY. TORQUED BOLTS SHALL BE RETESTED A MINIMUM OF 24 HOURS LATER AND SHALL NOT HAVE MORE THAN ½ TURN OF THE NUT.
C. WHERE ANCHORS FAIL TESTING, REPLACE DEFICIENT ANCHORS AND RETEST. TEST ALL ANCHORS OF THE SAME TYPE INSTALLED BY THE SAME TRADE AND NOT PREVIOUSLY TESTED.
12. WEDGE ANCHOR EMBEDMENT IS EQUAL TO EFFECTIVE EMBEDMENT AS DEFINED IN ICC-ESR REPORTS AND IS MEASURED TO END OF EXPANSION ELEMENT.
13. THE BUILDING SEOR SHALL VERIFY THAT: A. MASONRY IS DESIGNED AS “UNCRACKED” AS DEFINED IN ICC ES AC01
SECTION 2.3 SEOR SHALL PROVIDE CALCULATIONS TO SHOW THAT THE MASONRY WOULD NOT CRACK UNDER THE DESIGN EARTHQUAKE LOADS UNDER ALL SERVICE LOAD CONDITIONS; THE WALL HAS TO REMAIN ELASTIC.
B. MASONRY IS FULLY GROUTED IN ACCORDANCE WITH ICC ESR-1385 SECTION 3.2
C. CONDITION OF USE REQUIREMENTS IN ACCORDANCE WITH ICC ESR-1385 SECTION 5.0 IS SATISFIED.
D. THE NEW ANCHORS ARE LOCATED AT AN ADEQUATE DISTANCE FROM ANY NEW OR EXISTING ANCHOR. THE SPACING SHOWN IN DETAILS ARE A MINIMUM FOR THE BOLT SIZE SHOWN. THE REQUIRED SPACING FROM OTHER ANCHORS OF OTHER DIAMETERS AND EMBEDMENTS MAY VARY AND SHALL BE EVALUATED BY THE SEOR.
E. PROVIDE SUPPORTING STRUCTURE TO SUPPORT WEIGHTS & FORCES SHOWN IN ADDITION TO ALL OTHER LOADS.
F. THE STRUCTURE IS ADEQUATE FOR THE DESIGN LOADS IMPOSED ON IT BY THIS EQUIPMENT IN ADDITION TO ALL OTHER LOADS. REFER TO MAXIMUM REACTIONS TO THE STRUCTURE.
G. THE INSTALLATION IS IN CONFORMANCE WITH THE 2013 CBC AND WITH THE NOTES AND DETAILS SHOWN IN THIS PRE-APPROVAL. VERIFY THAT THE EQUIPMENT’S ACTUAL WEIGHT, CG LOCATION, ANCHOR LOCATIONS, ANCHOR DETAILS AND THE MATERIAL AND GAGE OF THE UNIT WHERE ATTACHMENTS ARE MADE CONFORM TO THE INFORMATION SHOWN IN THIS PRE-APPROVAL. BLDG. SEOR TO VERIFY THAT THE PROJECT SPECIFIC VALUES OF SDS AND z/h RESULT IN SEISMIC FORCES THAT DO NOT EXCEED THE VALUES ON THE DETAILS.
H. THE CONCRETE MEETS THE REQUIREMENTS OF THE APPLICABLE ICC ESR.
WALL MOUNTED CONDITION
CABINET WALL MADE OF ASTM A1011, CS TYPE B, 16 GA.42 KSI TENSILE, Fy = 20 KSI MIN
STAND PART OFBCG601 BY MFR
[SEE STAND ASSEMBLYDETAILS IN REFERENCE
SECTION]
PG 3 OF 28
FOR BASE TO STANDFRAME ATTACHMENTSEE SHEET 5 OF 5(PG 5 OF 28)
/ /201 OPM-0258-13: Reviewed for Code Compliance by Jeffrey Enzler Page 5 of 30
6mm
225
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25
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RRR
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SEBAASBAS
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22.02"559.19mm91
0225
.02919mm
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55.14"1400.56AT MAXIM
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9.13"231.7
18.5469
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FOR BASE TO STANDSFRAME ATTACHMENTHSEE SHEET 5 OF 5O(PG 5 OF 28)
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Jeffrey Y. Kikumoto tffeeeeef ttototti
OPM-0258-1322000002 333OPM 0258 1OPM 0258 1OOO
10/03/201777777771 7111 7/ / 77772
VERIFY WITH OWNER THAT THERE IS SUFFICIENT CLEARANCE BETWEEN EQUIPMENT AND WALL TO ENSURE THAT STERILE COMPOUNDING ROOM CLEANING PROCEDURES CAN BE ADEQUATELY MAINTAINED, IN ACCORDANCE WITH REGULATIONS ESTABLISHED BY THE STATE OF CALIFORNIA BOARD OF PHARMACY AND USP REGULATIONS.
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
±0'-30° (.5°)
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
SIZE
TITLE
DWG NO
SHEET
REV
THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF THE BAKER COMPANY. THE
INFORMATION CONTAINED HERE ON MAY NOT BEUSED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF THE BAKER COMPANY.
REV DESCRIPTION DATE DRN APP-BY APP-DATE
BioChemGARD e3, BCG601
BGA-BCG601-B2-5-111-Q Q
THE BAKER COMPANY 161 Gatehouse Rd., Sanford, Maine 04073 USA
“Creating Immaculate Atmospheres”
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
LMcCarthy
5/6/2011
5/6/2011
Class II, Type B2
Q UPDATED FOR SEISMIC APPROVAL 8/23/2016 LAM - -
4 OF 5
cgcg
36.47"926.43mm
74.79"1899.76mm 25.63"
650.9mm
A A
3.00"76.2mm
6.00"152.4mm
3.00"76.2mm
6.00"152.4mm
10.00"254mm
10.00"254mm
O .56"14.27mm4X
BASE PLATE DETAILSECTION A-A
1/4" STAINLESS STEEL PLATE
55.25"1403.35mmMAX HEIGHT
22.02"559.19mm
9.68"245.82mm
55.25"1403.35mmMAX HEIGHT
22.02"559.19mm
MAXIMUM ALLOWABLE STRESS DESIGNREACTIONS TO THE STRUCTURE
[LBS./POST]
MAXIMUM OP. WT. = 1061 LBS. (INCL. STAND)
SLAB LOCATION Fp/Wp/1.4 V C TELEV SLAB 1.03 340 1750 1200ON GRADE 0.686 220 1260 710
C (OR) T
V
SIDE VIEWFRONT VIEW
C (OR) T
V38.32"973.33mm 15.95"
405.08mm
98.44"2500.43mm
C (OR) TC (OR) T
V V
AIR TIGHT DAMPER(OPTIONAL)
REFER TONOTE #7
TABULATED REACTIONS DO NOT REFLECT THE APPLICATION OF THEOVERSTRENGTH FACTOR ( o) TO ACCOUNT FOR ANCHORAGE TO CONCRETE.
FLOOR MOUNT CONDITION
WELD AT SHOP 1/8
GENERAL NOTES: 1. THIS OSHPD PREAPPROVAL OF MANUFACTURER’S CERTIFICATION (OPM) IS
BASED ON THE CBC 2013. THE DEMAND (SEISMIC FORCES) FOR USE WITH THIS OPM SHALL BE BASED ON THE CBC 2013.
2. DESIGN SEISMIC FORCES PER ASCE 7-10 SECTION 13.3.1, EQUATIONS 13.3-1, 13.3-2, AND 13.3-3 WHERE SDS<= 2.0, z/h <= 1.0, ap = 1.0, lp = 1.5, AND Rp = 2.5 FORELEVATED CONDITION; FOR SLAB-ON-GRADE CONDITION z/h = 0.0. SEOR VERIFIES THAT SITE SPECIFIC COEFFICIENTS DO NOT EXCEED VALUES IN THIS OPM; OPM ENGR PROVIDES THIS VALUE FOR THE OPM TO DETERMINE THE DEMAND VALUES.
3. THIS PRE-APPROVAL IS APPLICABLE TO ANY LOCATION IN THE STATE OF CALIFORNIA AT ANY HEIGHT WITHIN THE BUILDING WHERE SDS <= 2.0
4. MAX. REACTIONS TO THE STRUCTURE SHOWN ON THE DRAWINGS ARE ALLOWABLE STRESS DESIGN LOADS.
5. LOCATE (E) REINFORCEMENTS BEFORE DRILLING INTO (E) CONCRETE SLAB. DONOT CUT ANY (E) REINFORCEMENTS.
6. THIS PRE-APPROVAL COVERS ONLY THE SUPPORTS & ATTACHMENTS OF THE UNIT TO THE STRUCTURE.
7. THE ELEVATED FLOOR SLAB SHALL BE MIN 6” THICK, 3000 PSI MIN. CONCRETE SOLID SLAB N.W. OR SAND L.W. CONCRETE FILL ABOVE METAL DECK SHALL BEMIN 3-1/4” THICK, 3000 PSI MIN. CONCRETE N.W. OR SAND L.W. THE SLAB ON GRADE SHALL BE MIN 6” THICK, 3000 PSI MIN N.W. CONCRETE.
8. ANCHOR BOLTS INTO (E) CONCRETE TO BE HILTI KB-TZ (ICC ESR-1917). PERIODIC SPECIAL INSPECTION REQUIRED PER CBC 2013 SECTION 1705A.3. REFER TO ICC ESR REPORT FOR INSTALLATION REQUIREMENTS. TESTING OF EXPANSION ANCHORS PER CBC 2013, 1913A.7 AND NOTE #11 BELOW.
9. BOLTS THROUGH CONCRETE ON METAL DECK OR ELEVATED SLAB SECTION: A. BOLTS SHALL BE TORQUED BY 3/4 TURN OF THE NUT AFTER SNUG TIGHT
(THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS REQUIRED TO BRING THE CONNECTED PLIES INTO FIRM CONTACT) CONDITION IS ACHIEVED, UNLESS NOTED OTHERWISE.
B. HOLES FOR BOLTS SHALL BE 1/16” LARGER THAN BOLT SIZE (HOLE SIZE = BOLT SIZE + 1/16”)
C. THROUGH BOLTS IN CONCRETE SHALL RECEIVE SPECIAL INSPECTION & TESTING (THROUGH BOLTS WITH STEEL-TO-STEEL CONNECTION IN TENSIONDO NOT REQUIRE TESTING) IN ACCORDANCE WITH REQIUREMENTS FOR POST-INSTALLED ANCHORS.
10. MAINTAIN 6” CLEARANCE FROM ANY EDGES OF (E) CONCRETE SLAB.11. TORQUE TEST:
A. TEST INSTALLED ANCHORS AT A RATE OF 50% IN THE PRESENCE OFINSPECTOR OF RECORD. (I.O.R.).
B. ALL WEDGE ANCHORS (LOADED IN EITHER PULLOUT OR SHEAR) SHALL BE TORQUE TESTED WITH CALIBRATED TORQUE WRENCH TO 25 FT-LBS FOR 3/8”DIA AND 40 FT-LBS FOR 1/2" DIA HILTI KB-TZ IN CONCRETE. THE SPECIFIED TORQUE SHALL BE ATTAINED WITHIN 1/2 TURN OF THE NUT. THE SPECIFIED TORQUE IS THE INSTALLATION VERIFICATION TEST LOAD. TORQUED BOLTS SHALL BE TESTED A MINIMUM OF 24 HOURS AFTER INSTALLATION AND SHALL NOT HAVE MORE THAN 1/2 TURN OF THE NUT.
C. WHERE ANCHORS FAIL TESTING, REPLACE DEFICIENT ANCHORS AND RETEST. TEST ALL ANCHORS OF THE SAME TYPE INSTALLED BY THE SAME TRADE AND NOT PREVIOUSLY TESTED.
12. WEDGE ANCHOR EMBEDMENT IS EQUAL TO EFFECTIVE MIN EMBEDMENT (hef) =3 ¼”; MIN EDGE DIST = 6”; f’c = 3 KSI MIN. ICC-ESR-1917.
13. RESPONSIBILITIES OF THE BUILDING SEOR:A. THE NEW ANCHORS ARE LOCATED AT AN ADEQUATE DISTANCE FROM
ANY NEW OR EXISTING ANCHOR. THE SPACING SHOWN IN DETAILS ARE A MINIMUM FOR THE BOLT SIZE SHOWN. THE REQUIRED SPACING FROM OTHER ANCHORS OF OTHER DIAMETERS AND EMBEDMENTS MAY VARY AND SHALL BE EVALUATED BY THE SEOR.
B. PROVIDE SUPPORTING STRUCTURE TO SUPPORT WEIGHTS & FORCESSHOWN IN ADDITION TO ALL OTHER LOADS.
C. THE BUILDING SEOR TO VERIFY THAT THE STRUCTURE IS ADEQUATEFOR THE DESIGN LOADS IMPOSED ON IT BY THIS EQUIPMENT IN ADDITION TO ALL OTHER LOADS. REFER TO MAX. REACTIONS TO THE STRUCTURE.
D. SEOR TO VERIFY THAT THE INSTALLATION IS IN CONFORMANCE WITHTHE 2013 CBC AND WITH THE NOTES AND DETAILS SHOWN IN THIS PRE-APPROVAL. VERIFY THAT THE EQUIPMENT’S ACTUAL WEIGHT, CG LOCATION, ANCHOR LOCATIONS, ANCHOR DETAILS AND THE MATERIAL AND GAGE OF THE UNIT WHERE ATTACHMENTS ARE MADE CONFORM TOTHE INFORMATION SHOWN IN THIS PRE-APPROVAL. BLDG. SEOR TO VERIFY THAT THE PROJECT SPECIFIC VALUES OF SDS AND z/h RESULT INSEISMIC FORCES THAT DO NOT EXCEED THE VALUES ON THE DETAILS.
E. BUILDING SEOR TO VERIFY THE CONCRETE MEETS THE REQUIREMENTSOF THE APPLICABLE ICC ESR.
CABINET BASE MATERIAL WHERE STAND ATTACHES:ASTM A240, S30400, 16 GAUGE, 75 KSI TENSILE
STAND PART OFBCG601 BY MFR
[SEE STAND ASSEMBLYDETAILS IN REFERENCE
SECTION]
ef
NOTE:1. WHERE 2 BOLTS USED,
INSTALL DIAGONALLY.2. REFER TO FLOOR MOUNTED
ANCHOR BOLT SCHEDULE.IN DETAIL "B" FOR ELEV. SLAB
3. PROVIDE (2) 1/2" DIA X 3-1/4"EMBED (h ) HILTI KB-TZ AT S.O.G.
TUBING, O1-5/8", 16 GAASTM A240 S30400 TYPE 304,
75 KSI TENSILE
SECTION "B-B"THRU-BOLT ANCHORAGE DETAIL ATCONCRETE OVER METAL DECK SLAB
THRU BOLTTYP.
ANGLETYP.
NO GAPS ALLOWED. ADD SHIMPLATES AS REQUIRED. TYP.
F.F.
CPOST AND ANGLE
L
1 1/2" MIN[38.1mm]
CONC. SLAB OR CONC. FILL OVER METAL DECK PER NOTE# 7
N.W. OR SAND L.W. CONC. (3,000 PSI MIN.)
O1/2", A307 GR. ATHRU BOLTS
TYP.
L3X3X1/4X2'-6" MIN.A36 AT EACH POST
INSTALL ANGLES PERPENDICULAR TO
DECK FLUTES OR MAINCONC. SLAB REBARS. NUTS ABOVE & BELOW ANGLE FLANGE,
TAPPED HOLE IN ANGLE FLANGE & BOTTOM NUT, OR DOUBLE NUTSBELOW ANGLE FLANGE W/TOP NUTTACK WELDED TO UNDERSIDE OFANGLE FLANGE.
B1
B1
MIN. 20 GA.METAL DECK
NOTE: PROVIDE MIN. SPACING BETWEEN NEW AND EXISTINGADJACENT ANCHORS GREATER OF 3X LONGER EMBEDMENT
OR 10" MIN.
12.00"304.8mm
TYP(2) O3/8 HILTI KBTZX 2" EMBED. (hef)EACH ANGLE
FLUTE CL
FLUTE CL
SECTION B1-B1
SAME FOR SOLIDSLAB SECTION
PG 4 OF 28
B
B
FOR BASE TO STANDFRAME ATTACHMENTSEE SHEET 5 OF 5(PG 5 OF 28)
1 1/2" MIN TYP.[38.1mm]
1 1/2" MIN TYP.[38.1mm]
/ /201 OPM-0258-13: Reviewed for Code Compliance by Jeffrey Enzler Page 6 of 30
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BBBBBBBBBBBBBB111B1
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968"
TUBASTM A240 B
968"
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25.63"650.9mm
SIDE VIEW
5
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50.9mm
376
TEEL PLAT
95"5.08mm 1/8
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Jeffrey Y. KikumotoyJ ASTM ASTM BB
OPM-0258-13888-
10/03/2017/
FREE STANDING UNIT VERIFY WITH OWNER THAT THERE IS SUFFICIENT CLEARANCE BETWEEN EQUIPMENT AND WALL TO ENSURE THAT STERILE COMPOUNDING ROOM CLEANING PROCEDURES CAN BE ADEQUATELY MAINTAINED, IN ACCORDANCE WITH REGULATIONS ESTABLISHED BY THE STATE OF CALIFORNIA BOARD OF PHARMACY AND USP REGULATIONS
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
BSQUARE FOOTAGE
-
SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
REV DESCRIPTION DATE DRN APP-BY APP-DATE
-
BCGX01 BASE TO STAND FRAME ATTACHMENT
- C
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4
A
B
1 2 3 4
A
B
lmccarthy 8/24/2016
- -5 OF 5
-ALL ITEMS MUST BE
RoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
C UPDATE FOR SEISMIC APPROVAL 8/23/2016 LAM - -
CABINET BASEASTM A240, 304 SS,
16 GAUGE, Fu= 75 ksi
CABINET STAND FRAME SIDESBAKER PART# 372W416 - RH SIDEBAKER PART# 372W415 - LH SIDE
STEEL HEX WASHER HEAD CAP SCREW, ASME B18.6.3,1/4-20, 60 ksi TENSILE (FULL THREAD ENGAGMENT OFBOLT INTO UNIT)
B
DETAIL BTYPICAL OTHER SIDE
CLAMPING CHANNELBCG401 - BAKER PART# 372X403BCG601 - BAKER PART# 373X402[NOTE: NOT A STAND BRACE]
PG 5 OF 28
09/29/2016 OPM-0258-13: Reviewed for Code Compliance by Jeffrey Enzler Page 7 of 30
EEEETTTAOAAOAATATIHLHLLE
EE
ER
ER
T BT BS
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BS
AO SATAT DH DLH ELE EL ERB
RBBSS DE
DETTYPICAL OYPI AL LYPYP
DP AL
EAL O
DCACATYTYTYYP ALYP ALCATYYPICALYP ALCATYYPI AYP ACAYPICAYP ACAIP CYP ALYP ALCATYYP ALYP ALCATYYPICALYP ALCATYYPICALYP ALCATYYPIYPY CAACAYPICAYP ACAY IP CIP C EDE
Jeffrey EnzlerzzEnznznzey ey zleernzleJ rey
OPM-0258-13PMOPOP 31111OOOOOOOOOOPM -1-002OPM
09/29/20169/229/2 169/222 200000009/2
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
A ORIGINAL RELEASE - - - -
REV DESCRIPTION DATE DRN APP-BY APP-DATE
-
ASM, BASE BCG401, CP Right Seismic
372A130 A
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
-
-
8/24/2016
- 1 OF 2
ALL ITEMS MUST BERoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
53
17 1/2
76 1/2
DETAIL A
101
122
1328
371
111
101
11
TYPICAL OTHER SIDE
DETAIL B
351
251
30 9/16
327
337
361
351
1328
1328APPLY BLUE LOCTITE
A
B
C
C
C
CD
PG 6 OF 28
REFERENCE ONLY
09/29/2016 Page 8 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
A ORIGINAL RELEASE - - - -
REV DESCRIPTION DATE DRN APP-BY APP-DATE
-
ASM, BASE BCG401, CP Right Seismic
372A130 A
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
-
-
8/24/2016
- 2 OF 2
ALL ITEMS MUST BERoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
SECTION C-C
DETAIL D
2814
2
31
181
158
716
DETAIL E
61
141
DETAIL F1812
1
SECTION G-G311
201
ALIGNMENT PIN FORLOCATING EXHAUSTPLENUM.
TYPICAL OTHER END
15 37954 SCREW, 1/4-20"X 1-1/4" WH ZINC PLATEDSTEEL
8
14 372M104 GASKET, 1/4" X 1/2 GASKET,NEOPREME1/2X1/4
1
13 37951 SCREW, 1/4-20x3/8" WH,SELF-TAP
ZINC PLATEDSTEEL
28
12 366A216 CLAMP,SUPPLY ASM 2
11 372A204 BLOWER ASM, DD9-10A,3PH
1
10 372A203 Supply Plenum, ASM 1
9 11196 1/4-20 SEALED HEADINSERT
AHS3T-420-165BS
22
8 372M108 GASKET, 1/4" X 1/2 GASKET,NEOPREME1/2X1/4
1
7 21638 #7500-1/4" THD SEALWASHER
ZINC PLATEDCRS
16
6 372W608 Panel, Rear, WLD 1
5* 372X621 Panel, Exhaust Plenum, LH SHEET, 16 GACRS
1
4 372M118 GASKET, 1/4" X 1/2 GASKET,NEOPREME1/2X1/4
2
3 372X620 Panel, Exhaust Plenum, RH SHEET, 16 GACRS
1
2 372W219 Base, Exhaust Plenum,WLD
1
1 372W112 Frame, Base, CP Right,WLD
1
ItemNumber
DocumentNumber
Title Material Quantity
33 11334 Lockwasher, #8 ExternalTooth
steel 7
32 10496 #8-32 HEX NUT StainlessSteel, 304
7
31 372P415 Brace, Stand, Lateral SHEET, 12 GACRS
1
30 42025 SCREW,1/4"-20,1-1/2",WASH Steel 4
29 372W415 Stand, Side, LH, WLD 1
28 372W416 Stand, Side, RH, WLD 1
27 37953 SCREW,1/4-20x3/4" ZINC PLATEDSTEEL
6
26 10556 #1/4-20 HEX CAP NUT StainlessSteel, 304
9
25 37952 SCREW, 1/4-20x1/2" WH ZINC PLATEDSTEEL
1
24 10384 1/4-20 HEX BOLT x 1" 304 S.S. 4
23 11250 1/4-20 HEXHD,INSERT,OPEN AHS3-420-165
8
22 37878 1/2-13 HEX BOLT x 4" 304 S.S. 2
21 32352 1/2" FLAT WASHER NYLON 2
20 372X401 BRACE, BOTTOM, STAND SHEET, 12 GACRS
1
19 372A405 Clamping Channel, ASM 1
18 372M119 GASKET, 1/4" X 1/2 GASKET,NEOPREME1/2X1/4
1
17* 11309 1/4" LOCKWASHER StainlessSteel, 304
5
16 11283 1/4" X 11/16" OD F.W. 304 SS 13
ItemNumber
DocumentNumber
Title Material Quantity
238
238
922
922
111
101
11
291
11
304
716
281
276 APPLY BLUE LOCTITE
1328
716
DETAIL I9
2261
61
DETAIL H
201
238
191
381
269APPLY BLUE LOCTITE
1613
269
APPLY BLUE LOCTITE
1613
222
212
191
1613
244
185
201
342
311
E
F
G
GI
H
38 372W428 WLD, BRACE BCG401 StandSeismic
1
37 372W133 WLD, PLM BCG401 Top 1
36 372P170 FAB, PLM BCGX01 Left Side SHEET, 16 GACRS
1
35 372P169 FAB, PLM BCGX01 RightSide
SHEET, 16 GACRS
1
34 11287 1/2" FLAT WASHER 304 S.S. 2
ItemNumber
DocumentNumber
Title Material Quantity
158
716
81
PG 7 OF 28
REFERENCE ONLY
09/29/2016 Page 9 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
A ORIGINAL RELEASE - - - -
REV DESCRIPTION DATE DRN APP-BY APP-DATE
-
ASM, BASE BCG601 CP Right Seismic
373A115 A
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
-
-
8/24/2016
- 1 OF 2
ALL ITEMS MUST BERoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
77
17 1/2
76 1/2
DETAIL A
101
122
1328
381
111 10
1
11
TYPICAL OTHER SIDE
DETAIL B
361
253
30 9/16
316
326
371
361
1328
1328
APPLY BLUE LOCTITEA
B
C
C
C
CD
PG 8 OF 28
REFERENCE ONLY
09/29/2016 Page 10 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
A ORIGINAL RELEASE - - - -
REV DESCRIPTION DATE DRN APP-BY APP-DATE
-
ASM, BASE BCG601 CP Right Seismic
373A115 A
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
-
-
8/24/2016
- 2 OF 2
ALL ITEMS MUST BERoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
SECTION C-C
DETAIL D
2814
2
31
181
158
716
DETAIL E
61
141
DETAIL F
1812
1
SECTION G-G
ALIGNMENT PIN FORLOCATING EXHAUSTPLENUM.
TYPICAL OTHER END
15 37954 SCREW, 1/4-20"X 1-1/4" WH ZINC PLATEDSTEEL
8
14 373M101 GASKET, 1/4" X 1/2 GASKET,NEOPREME1/2X1/4
1
13 37951 SCREW, 1/4-20x3/8" WH,SELF-TAP
ZINC PLATEDSTEEL
28
12 366A216 CLAMP,SUPPLY ASM 2
11 372A204 BLOWER ASM, DD9-10A,3PH
1
10 373A200 Supply Plenum, ASM 1
9 11196 1/4-20 SEALED HEADINSERT
AHS3T-420-165BS
22
8 373M102 GASKET, 1/4" X 1/2 GASKET,NEOPREME1/2X1/4
1
7 21638 #7500-1/4" THD SEALWASHER
ZINC PLATEDCRS
16
6 373W602 Panel, Rear, WLD 1
5* 372X621 Panel, Exhaust Plenum, LH SHEET, 16 GACRS
1
4 372M118 GASKET, 1/4" X 1/2 GASKET,NEOPREME1/2X1/4
2
3 372X620 Panel, Exhaust Plenum, RH SHEET, 16 GACRS
1
2 373W205 Base, Exhaust Plenum,WLD
1
1 373W103 Frame, Base, CP Right,WLD
1
ItemNumber
DocumentNumber
Title Material Quantity
33 373W402 WLD, BRACE BCG601 StandSeismic
1
32 11334 Lockwasher, #8 ExternalTooth
steel 6
31 10496 #8-32 HEX NUT StainlessSteel, 304
6
30 42025 SCREW,1/4"-20,1-1/2",WASH Steel 4
29 372W415 Stand, Side, LH, WLD 1
28 372W416 Stand, Side, RH, WLD 1
27 37953 SCREW,1/4-20x3/4" ZINC PLATEDSTEEL
6
26 10556 #1/4-20 HEX CAP NUT StainlessSteel, 304
11
25 37952 SCREW, 1/4-20x1/2" WH ZINC PLATEDSTEEL
3
24 10384 1/4-20 HEX BOLT x 1" 304 S.S. 4
23 11250 1/4-20 HEXHD,INSERT,OPEN AHS3-420-165
14
22 37878 1/2-13 HEX BOLT x 4" 304 S.S. 2
21 32352 1/2" FLAT WASHER NYLON 2
20 373X401 BRACE, BOTTOM, CASTERSTAND
SHEET, 12 GACRS
1
19 373A400 Clamping Channel, ASM 1
18 373M100 GASKET, 1/4" X 1/2 GASKET,NEOPREME1/2X1/4
1
17 11309 1/4" LOCKWASHER StainlessSteel, 304
7
16 11283 1/4" X 11/16" OD F.W. 304 SS 15
ItemNumber
DocumentNumber
Title Material Quantity
2314
2314
922
922
111
101
11
291
11
281
276
APPLY BLUE LOCTITE
1328
716
DETAIL I9
22
DETAIL H
201
2314
191
2611
APPLY BLUE LOCTITE
1615
2611
APPLY BLUE LOCTITE
1615
222
212
191
185
201
244
1615
61
158
716
716
304
1615
177
2611
352
341
E
F
G
GI
H
38 373W125 WLD, PLM BCG601 Top 1
37 372P170 FAB, PLM BCGX01 Left Side SHEET, 16 GACRS
1
36 372P169 FAB, PLM BCGX01 RightSide
SHEET, 16 GACRS
1
35 11287 1/2" FLAT WASHER 304 S.S. 2
34 373P403 Brace, Stand, Lateral,Front
SHEET, 12 GACRS
1
ItemNumber
DocumentNumber
Title Material Quantity
PG 9 OF 28
REFERENCE ONLY
81
331
09/29/2016 Page 11 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
BSQUARE FOOTAGE
-
SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
REV DESCRIPTION DATE DRN APP-BY APP-DATE
-
BCGX01 BASE TO STAND FRAME ATTACHMENT
- C
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4
A
B
1 2 3 4
A
B
LMcCarthy 1/11/2016
- -1 OF 4
-ALL ITEMS MUST BE
RoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
C UPDATE FOR SEISMIC APPROVAL 8/23/2016 LAM - -
STAND ONLYCABINET NOT SHOWN
CABINET STAND FRAME SIDESBAKER PART# 372W416 - RH SIDEBAKER PART# 372W415 - LH SIDE
REAR BRACEBAKER PART# 372P413
LATERAL BRACEBCG401 - BAKER PART# 372W428BCG601 - BAKER PART# 373W402
BOTTOM BRACEBCG401 - BAKER PART# 372X401BCG601 - BAKER PART# 373X401
TELESCOPING LEGBAKER PART# 336A404
FLOOR SEISMIC MOUNTBAKER PART# 372W421
REFERENCE ONLY
PG 10 OF 28
C
09/29/2016 Page 12 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
BSQUARE FOOTAGE
-
SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
REV DESCRIPTION DATE DRN APP-BY APP-DATE
-
BCGX01 BASE TO STAND FRAME ATTACHMENT
- C
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4
A
B
1 2 3 4
A
B
LMcCarthy 1/11/2016
- -2 OF 4
-ALL ITEMS MUST BE
RoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
C UPDATE FOR SEISMIC APPROVAL 8/23/2016 LAM - -REFERENCE ONLY
FRONT RIGHT SIDE REAR
50 13/16 [BCG401]74 13/16 [BCG601]
26 3/4" MINIMUM33 1/4" MAXIMUM
25 5/8
BOTTOM
CABINET BASE FRAME
10
FLOOR SEISMIC MOUNTBAKER PART# 372W421
17 1/2
TELESCOPING LEGBAKER PART# 336A404
A
DETAIL A
2 1/16
11 1/2
45°
STAND FRAME
C
C
PG 11 OF 28
09/29/2016 Page 13 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
BSQUARE FOOTAGE
-
SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
REV DESCRIPTION DATE DRN APP-BY APP-DATE
-
BCGX01 BASE TO STAND FRAME ATTACHMENT
- C
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4
A
B
1 2 3 4
A
B
LMcCarthy 1/11/2016
- -3 OF 4
-ALL ITEMS MUST BE
RoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
C UPDATE FOR SEISMIC APPROVAL 8/23/2016 LAM - -
CABINET BASEASTM 240, 304 SS,
16 GAUGE, Fu= 75 ksi
CABINET STAND FRAME SIDESBAKER PART# 372W416 - RH SIDEBAKER PART# 372W415 - LH SIDE
STEEL HEX WASHER HEAD CAP SCREW, ASME B18.6.3,1/4-20, 60 ksi TENSILE
B
DETAIL BTYPICAL OTHER SIDE
CLAMPING CHANNELBCG401 - BAKER PART# 372X403BCG601 - BAKER PART# 373X402[NOTE: NOT A STAND BRACE]
PG 12 OF 28
REFERENCE ONLY
SECTION C-CFROM SHEET 2
D
DETAIL D
AVK THREADED INSERT, 1/4"-20AVK PART# AHS3T-420-165-BSRATED FOR 1176 Lbs PULL-OUT
CABINET BASEASTM 240, 304 SS,16 GAUGE, Fu= 75 ksi
STEEL HEX WASHER HEAD CAP SCREW, 1/4"-20ASME B18.6.3, 60ksi TENSILE
CABINET STAND FRAME SIDESBAKER PART# 372W416 - RH SIDEBAKER PART# 372W415 - LH SIDE
E
DETAIL E
BOTTOM BRACEBCG401 - BAKER PART# 372X401BCG601 - BAKER PART# 373X401
AVK THREADED INSERT, 1/4"-20AVK PART# AHS4-420-165
RATED FOR 2020 Lbs PULL-OUT
CLAMPING CHANNELBCG401 - BAKER PART# 372X403BCG601 - BAKER PART# 373X402
[NOTE: NOT A STAND BRACE]
09/29/2016 Page 14 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
BSQUARE FOOTAGE
-
SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
REV DESCRIPTION DATE DRN APP-BY APP-DATE
-
BCGX01 BASE TO STAND FRAME ATTACHMENT
- C
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4
A
B
1 2 3 4
A
B
LMcCarthy 1/11/2016
- -4 OF 4
-ALL ITEMS MUST BE
RoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
C UPDATE FOR SEISMIC APPROVAL 8/23/2016 LAM - -
REAR ISO VIEW
F
DETAIL F
REAR BRACEBAKER PART# 372P413
REAR BRACEBAKER PART# 372P413
LATERAL BRACEBCG401 - BAKER PART# 372W428BCG601 - BAKER PART# 373W402
STEEL HEX WASHER HEAD CAP SCREW, ASME B18.6.3,1/4-20, 60 ksi TENSILE
HEX HEAD SCREW, 3/8"-1618-8 SS, TENSILE = 75 ksi
REFERENCE ONLY
CAP NUT, 1/4"-20, 18-8 SS
TELESCOPING LEGBAKER PART# 336A404
CAP NUT, 1/4"-20, 18-8 SS
CABINET STAND FRAME SIDESBAKER PART# 372W416 - RH SIDEBAKER PART# 372W415 - LH SIDE
AVK THREADED INSERT, 1/4"-20AVK PART# AHS4-420-165RATED FOR 2020 Lbs PULL-OUT
PG 13 OF 28
C
LATERAL BRACEBCG401 - BAKER PART# 372W428BCG601 - BAKER PART# 373W402 C
09/29/2016 Page 15 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
±0'-30° (.5°)
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF THE BAKER COMPANY. THE
INFORMATION CONTAINED HERE ON MAY NOT BEUSED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF THE BAKER COMPANY.
A ORIGINAL RELEASE - - - -
REV DESCRIPTION DATE DRN APP-BY APP-DATE
0.3815
Brace, Stand
372P413 A
THE BAKER COMPANY 161 Gatehouse Rd., Sanford, Maine 04073 USA
“Creating Immaculate Atmospheres”
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
LMcCarthy
3/22/2011
3/22/2011
ASTM A1011SS Grade 50,12 Ga, Fy = 0 ksi MIN
1 OF 1
2.188
.256
.750TYP
1.500TYP
.495
1.500
15.500
11.125
2.000 11.500
O .3754X
1.000
2.756
FLAT PATTERN
R .125 TYP
3.544
15.500
.894
ALL BENDS ARE DOWN 90 DEG.UNLESS OTHERWISE SPECIFIED.
45°
R .151
REFERENCE ONLY
PG 14 OF 28
09/29/2016 Page 16 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
A ORIGINAL RELEASE - - - -
REV DESCRIPTION DATE DRN APP-BY APP-DATE
-
WLD, BRACE BCG401 Stand Seismic
372W428 A
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
-
-
8/24/2016
- 1 OF 1
ALL ITEMS MUST BERoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
ASTM A1011SS Grade 50, 12Ga,Fy = 50 ksi MIN
2 372P432 FAB, BRACE BCG401 Seismic SHEET, 12 GA CRS 1
1 372P415 Brace, Stand, Lateral SHEET, 12 GA CRS 1
ItemNumber
DocumentNumber Title Material Qty
1 48 1/2
50 1/2
2 3/8
2 1/4
1/16 2-6
1/16 2-6
KEEP EXPOSED OVERLAP ON THIS SIDE
21
11
11
21
REFERENCE ONLY
PG 15 OF 28
SEE MATERIALNOTE IN TITLE BLOCK
09/29/2016 Page 17 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
±0'-30° (.5°)
ANGULARSHEET METAL
±.010±.03±.06
CSQUARE FOOTAGE
-
SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF THE BAKER COMPANY. THE
INFORMATION CONTAINED HERE ON MAY NOT BE USED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF THE BAKER COMPANY.
REV DESCRIPTION DATE DRN APP-BY APP-DATE
C CHANGED SIDE STAND TOPAND ADDED CAPS
6/17/2011 LAM - -
Stand, Side, WLD
372W414 C
THE BAKER COMPANY 161 Gatehouse Rd., Sanford, Maine 04073 USA
“Creating Immaculate Atmospheres”
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4
A
B
C
D
1 2 3 4
A
B
C
D
lmccarthy 4/12/2011
LMcCarthy 4/12/20111 OF 1
17 1/2
27 7/82 1/4
TYP
G
2 1/4
21 ASTM A1011SS Grade 50, 12 Ga, Fy= 50 ksi MIN
31 ASTM A1011SS Grade 50, 12 Ga, Fy= 50 ksi MIN
18 3/4
TYP
G
4 1/2
1/8
20 1/8
7/16
42
ASTM A1011SS Grade 50, 18 Ga, Fy= 50 ksi MIN
42 ASTM A1011SS Grade 50, 18 Ga, Fy= 50 ksi MIN
42
ASTM A1011SS Grade 50, 18 Ga, Fy= 50 ksi MIN
C C
C
WELD ALL AROUNDTYP
12 ASTM A570 Grade 50, 12 Ga, Fu= 65 ksi
12ASTM A570 Grade 50, 12 Ga, Fu= 65 ksi
PG 16 OF 28
REFERENCE ONLY
4 372P422 Cap, Side Stand SHEET, 18 GACRS
2
3 372P421 Side Stand, Top SHEET, 12 GACRS
1
2 372P416 Channel, Stand, Side, Horiz SHEET, 12 GACRS
1
1 372P417 Tubing, Vertical, BCG, CRS #22F10UNISTRUTTUBING
2
ItemNumber
DocumentNumber
Title Material Quantity
09/29/2016 Page 18 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
±0'-30° (.5°)
ANGULARSHEET METAL
±.010±.03±.06
CSQUARE FOOTAGE
-
SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF THE BAKER COMPANY. THE
INFORMATION CONTAINED HERE ON MAY NOT BE USED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF THE BAKER COMPANY.
REV DESCRIPTION DATE DRN APP-BY APP-DATE
B MADE CHANGES TO 372W414 6/17/2011 LAM - -
Error: No reference
Stand, Side, LH, WLD
372W415 B
THE BAKER COMPANY 161 Gatehouse Rd., Sanford, Maine 04073 USA
“Creating Immaculate Atmospheres”
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4
A
B
C
D
1 2 3 4
A
B
C
D
lmccarthy 4/12/2011
LMcCarthy 4/12/20111 OF 1
27 7/8
2 11/16
1
2 11/16
1
18 3/4
2 10771 WELDSTUD, 1/4-20 X 1/2" StainlessSteel, 304
6
1 372W414 Stand, Side, WLD 1
ItemNumber
DocumentNumber
Title Material Quantity
26
11
1/2
2 1/4
26 ASTM A-276 302HQ, Fu= 70 ksi
3/4
10 5/8
2 1/8
20 1/8
B
B
PG 17 OF 28
REFERENCE ONLY
09/29/2016 Page 19 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
±0'-30° (.5°)
ANGULARSHEET METAL
±.010±.03±.06
CSQUARE FOOTAGE
-
SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF THE BAKER COMPANY. THE
INFORMATION CONTAINED HERE ON MAY NOT BE USED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF THE BAKER COMPANY.
REV DESCRIPTION DATE DRN APP-BY APP-DATE
B MADE CHANGES TO 372W414 6/17/2011 LAM - -
-
Stand, Side, RH, WLD
372W416 B
THE BAKER COMPANY 161 Gatehouse Rd., Sanford, Maine 04073 USA
“Creating Immaculate Atmospheres”
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4
A
B
C
D
1 2 3 4
A
B
C
D
lmccarthy 4/12/2011
LMcCarthy 4/12/20111 OF 1
2 10771 WELDSTUD, 1/4-20 X 1/2" StainlessSteel, 304
6
1 372W414 Stand, Side, WLD 1
ItemNumber
DocumentNumber
Title Material Quantity
27 7/8
2 11/16
1
2 11/16
1
2 1/4
1/2
11
26
3/4
26
ASTM A-276 302HQ, Fu= 70 ksi
10 5/8
2 1/8
18 3/4
4 1/2
20 1/8
B
B
REFERENCE ONLY
PG 18 OF 28
09/29/2016 Page 20 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
±0'-30° (.5°)
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF THE BAKER COMPANY. THE
INFORMATION CONTAINED HERE ON MAY NOT BEUSED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF THE BAKER COMPANY.
A ORIGINAL RELEASE - - - -
REV DESCRIPTION DATE DRN APP-BY APP-DATE
1.6395
ASTM A1011SS Grade 50, 12 Ga,Fy= 50 ksi MIN
BRACE, BOTTOM, STAND
372X401 A
THE BAKER COMPANY 161 Gatehouse Rd., Sanford, Maine 04073 USA
“Creating Immaculate Atmospheres”
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
LMcCarthy
2/4/2011
2/4/2011 1 OF 1
9.430 29.890
.563
.750
48.750
4X .382 HEX HOLE
2.203
.827 .550
.597
.6812.000
.750
2X .382 HEX HOLETYP OTHER END
FLAT PATTERN
52.118
4.530
2.097
.644
ALL BENDS ARE DOWN 90 DEG.UNLESS OTHERWISE SPECIFIED.
A
DETAIL A
TYP
REFERENCE ONLY
PG 19 OF 28
09/29/2016 Page 21 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
±0'-30° (.5°)
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF THE BAKER COMPANY. THE
INFORMATION CONTAINED HERE ON MAY NOT BEUSED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF THE BAKER COMPANY.
A ORIGINAL RELEASE - - - -
REV DESCRIPTION DATE DRN APP-BY APP-DATE
2.789
ASTM A1011SS Grade 50, 12 Ga,Fy = 50 ksi MIN
Channel, Clamping
372X403 A
THE BAKER COMPANY 161 Gatehouse Rd., Sanford, Maine 04073 USA
“Creating Immaculate Atmospheres”
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
-
5/4/2016
- 1 OF 1
50.754
1.495
.698 HEX HOLE2 PLCS
2.250
2.990
FLAT PATTERN
52.545
2.144
2.144
7.067
ALL BENDS ARE DOWN 90 DEG.UNLESS OTHERWISE SPECIFIED.
2.144 2.144
1.000
52.754
REFERENCE ONLY
PG 20 OF 28
09/29/2016 Page 22 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
A ORIGINAL RELEASE - - - -
REV DESCRIPTION DATE DRN APP-BY APP-DATE
-
WLD, BRACE BCG601 Stand Seismic
373W402 A
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
-
-
8/24/2016
- 1 OF 1
ALL ITEMS MUST BERoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
ASTM A1011SS Grade 50, 12Ga,Fy = 50 ksi MIN
2 3/8
2 1/4
1/16 2-6
1/16 2-6
1 72 1/2
74 1/2
2 373P405 FAB, BRACE BCG601 Seismic SHEET, 12 GA CRS 1
1 373P402 Brace, Stand, Lateral, Rear SHEET, 12 GA CRS 1
ItemNumber
DocumentNumber Title Material Qty
11
21 KEEP EXPOSED OVERLAP ON THIS SIDE
REFERENCE ONLY
PG 21 OF 28
SEE MATERIALNOTE IN TITLE BLOCK
09/29/2016 Page 23 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
±0'-30° (.5°)
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF THE BAKER COMPANY. THE
INFORMATION CONTAINED HERE ON MAY NOT BEUSED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF THE BAKER COMPANY.
A ORIGINAL RELEASE - - - -
REV DESCRIPTION DATE DRN APP-BY APP-DATE
2.3945
ASTM A1011SS Grade 50, 12 Ga,Fy = 50 ksi MIN
BRACE, BOTTOM, CASTER STAND
373X401 A
THE BAKER COMPANY 161 Gatehouse Rd., Sanford, Maine 04073 USA
“Creating Immaculate Atmospheres”
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
LMcCarthy
4/26/2011
4/26/2011 1 OF 1
9.430 53.890
.563
.750
72.750
4X .382 HEX HOLE
2.203
.827 .550
.597
.6812.000
.750
2X .382 HEX HOLETYP OTHER END
FLAT PATTERN
76.118
4.530
2.097
.644
ALL BENDS ARE DOWN 90 DEG.UNLESS OTHERWISE SPECIFIED.
A
DETAIL A
TYP
1.790
REFERENCE ONLY
PG 22 OF 28
09/29/2016 Page 24 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
±0'-30° (.5°)
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF THE BAKER COMPANY. THE
INFORMATION CONTAINED HERE ON MAY NOT BEUSED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF THE BAKER COMPANY.
A ORIGINAL RELEASE - - - -
REV DESCRIPTION DATE DRN APP-BY APP-DATE
3.9668
ASTM A1011SS Grade 50, 12 Ga,Fy = 50 ksi MIN
Channel, Clamping
373X402 A
THE BAKER COMPANY 161 Gatehouse Rd., Sanford, Maine 04073 USA
“Creating Immaculate Atmospheres”
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
-
5/4/2016
- 1 OF 1
74.754
1.495
.698 HEX HOLE2 PLCS
2.250
2.990
FLAT PATTERN
76.545
2.144
2.144
7.067
ALL BENDS ARE DOWN 90 DEG.UNLESS OTHERWISE SPECIFIED.
1.000
76.754
TYP
2.144 2.144
REFERENCE ONLY
PG 23 OF 28
09/29/2016 Page 25 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
CSQUARE FOOTAGE
-
SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
REV DESCRIPTION DATE DRN APP-BY APP-DATE
A ORIGINAL RELEASE - - - -
-
ASM, LEG, Inner Seismic
372A407 A
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4
A
B
C
D
1 2 3 4
A
B
C
D
lmccarthy 5/4/2016
- -1 OF 1
-ALL ITEMS MUST BE
RoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
31 ASTM A240 S30400 TYPE 304, 12 Ga.
11
2
2
22
3 372W420 WLD, LEG InnerSeismic
1
2 11796 5/16" HOLE,PLUG#SS-51034
CHROMEPLATED STEEL
2
1 43800 SPC, EQP LEG, 3" HTADJ
1
ItemNumber
DocumentNumber Title Material Qty
REFERENCE ONLY
PG 24 OF 28
09/29/2016 Page 26 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
BSQUARE FOOTAGE
-
SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
REV DESCRIPTION DATE DRN APP-BY APP-DATE
A ORIGINAL RELEASE - - - -
-
WLD, LEG Inner Seismic
372W420 A
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4
A
B
1 2 3 4
A
B
lmccarthy 5/4/2016
- -1 OF 1
-ALL ITEMS MUST BE
RoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
G
21ASTM A240 S30400 TYPE 304, 12 Ga.
17.5
12
1
2
11
2 372P425 PUR, LEG Inner Seismic 12GaSS
Buy Part 1
1 333659 WELDMENT, END PLATE 1
ItemNumber
DocumentNumber Title Material Qty
REFERENCE ONLY
PG 25 OF 28
09/29/2016 Page 27 of 30
±1/32FRACTIONS
DETAILED BY
DESIGNED BY
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
DATE
DATE
PROJECTIONNO 4
ANGULARSHEET METAL
±.010±.03±.06
DSQUARE FOOTAGE
-SCALE
MATERIALSIZE
TITLE
DWG NO
SHEET
REV
A ORIGINAL RELEASE - - - -
REV DESCRIPTION DATE DRN APP-BY APP-DATE
-
WLD, BCGX01 Floor Seismic Plate
372W421 A
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A
B
C
D
A
B
C
D
lmccarthy
-
-
6/21/2016
- 1 OF 1
ALL ITEMS MUST BERoHS COMPLIANT
THIS DRAWING AND ITS CONTENTSARE THE PROPERTY OF THE
BAKER COMPANY. THEINFORMATION CONTAINED HERE
ON MAY NOT BE USED OR COPIEDIN ANY MANNER WITHOUT THE
WRITTEN PERMISSION OF BAKER.
161 Gatehouse Road Sanford, ME 04073Ph: 207-324-8773 / web: www.bakerco.com
±1' - 0°
5.00
5.00
10.00TYP
2.00O
5.00MAX
1.63O.25
REMOVE NYLON END CAPAND DISCARD BEFORE WELDING1/8
6.00TYP
2 372P426 PUR, EQP LEG (Modify SPC43800)
1
1 333P463 Seismic, Floor Plate - 10 InchOctagonal
PLATE, 1/4 2B V1S304SS
1
ItemNumber
DocumentNumber Title Material Qty
21
11
21
11
PG 26 OF 28
REFERENCE ONLY
09/29/2016 Page 28 of 30
PART MUST BE RoHS COMPLIANTADWG SIZE:
DRN: DATE: DATE:CKR:Almccarthy 6/21/2016 1 OF 1
SPEC CONTROL NO: REV:
SS304MAT'L
TITLE:
MANUFACTURERS PART NO -
- -
372P426
PUR, EQP LEG (Modify SPC#43800)
PART MUST BE UL LISTED
PART CARRIES THE CE MARK
DESCRIPTION APP-BYDRN APP-DATEREV DATE
-- -ORIGINAL RELEASE -A
LAST MANUFACTURERDANIEL PAYEUR OR EQUIVALENT
161 Gatehouse Road Sanford, ME 04073 Ph: 207-324-8773 / web: www.bakerco.com
5.00MAX
3/4-10 UNC THREADED STUD
.75
O 2.00
BLACK THERMOPLASTIC GLIDE
MATERIAL: SS304, SATIN FINISHSTATIC LOAD RATING: 2000 LBS[900kg]NSF COMPLIANTCOMMENT: SPEC#43800 IS IDENTICAL TOCOMPONENT HARDWARE P/N A95-8048-C
CUT 1.50" OFF ENDOF BOTH PARTS.
BAKER SPEC#43800
FOR BCGX01 SEISMIC FLOOR PLATE APPLICATION
PG 27 OF 28
REFERENCE ONLY
09/29/2016 Page 29 of 30
WELDMENT, END PLATE
333659
APPROVED
DHB
DATE
04/03/03
±1/32FRACTIONS
CHECKED
-
LAMDRAWN
FINISH: 125
DECIMALS
.XXX
.XX
.X ±.02±.01
MACHINED
±.005 THIRD ANGLE
2/10/2000
DATE
DATE
-
PROJECTIONNO 4
±0'-30° (.5°)
ANGULARSHEET METAL
±.010±.03±.06
BNEXT ASSY
1=1
SCALE
TYPE. GAUGE
MATL / THICKNESSSIZE
TITLE
DWG NO
A
1OF 1
SHEET
REV
THIS DRAWING AND ITS CONTENTS ARE THE PROPERTY OF THE BAKER COMPANY. THE
INFORMATION CONTAINED HERE ON MAY NOT BE USED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF THE BAKER COMPANY.
UNLESS OTHERWISE SPECIFIED
DO NOT SCALE DRAWING
REMOVE ALL BURRS AND SHARP EDGES
U.S. CUSTOMARY TOLERANCES: (INCHES)
REV DESCRIPTION DATE DRN APP-BY APP-DATE
THE BAKER COMPANY, INC.
SANFORD, MAINE 04073 U.S.A.“creating immaculate atmospheres”
A ORIGINAL RELEASE - -- -
2 10506 3/4-10 HEX NUT StainlessSteel, 304
1
1 333658 END PLATE 2" X 2" SHEET, 11 GA#4 V1S304SS
1
ItemNumber
DocumentNumber
Title Material Quantity
11 ASTM A240 TYPE 304, 11 Ga, Fu= 75 ksi
21G
2
2
1
1
.66
REFERENCE ONLY
PG 28 OF 28
09/29/2016 Page 30 of 30
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