HomeMy WebLinkAbout2907 S Oak St - Oven - PlanT1
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ADV FIBERGLASS
SCOPE OF WORK:
INSTALL (1) PREFABRICATED OVEN EMPIRE MANUFACTURING INDUSTRIAL BATCH OVEN
MODEL NO. OEMBCOMPLN-08.5-14-TB-IT-8AC.
PROJECT NOTES:
1.THE EQUIPMENT IS PREFABRICATED, ENGINEERED, AND DESIGNED BY THE
MANUFACTURER(S).
2.THE PROPOSED EQUIPMENT INSTALLATION IS NOT ADDING ANY SQUARE FOOTAGE TO
THE EXISTING FACILITY.
3.THE PROPOSED EQUIPMENT TO BE INSTALLED INSIDE ON EXISTING FOUNDATION.
4.EQUIPMENT APPROVED BY OCFA REFERENCE SR 25003007
DEFERRED SUBMITTALS:
FIRE SPRINKLERS, UNDER SEPARATE PERMIT
UTILITY SUPPLY/CONNECTION, UNDER SEPARATE PERMIT
BUILDING ANALYSIS:
APN: 411-031-02
LEGAL DESCRIPTION:TR 2948 LOT 14 POR
ZONING:M1
OCCUPANCY: B, F-1, S-1
CONSTRUCTION:V-B
BUILDING AREA:13,176 SQ. FT.
PROJECT AREA: 150 SQ. FT.
THE BUILDING IS FIRE SPRINKLERED.
BUILDING OWNER:
MIKE MALLEY
10870 KALAMA RIVER AVENUE
FOUNTAIN VALLEY, CA 92708
714-594-5868 MIKE@FAMVANS.COM
TENANT:
ADV FIBERGLASS
2907 OAK STREET
SANTA ANA, CA 92707
STRUCTURAL ENGINEER:
NEWPORT STRUCTURAL DESIGN
134 S GLASSELL ST, SUITE G
ORANGE, CA 92866
(949) 244-5427
ENGINEER: MATT BROWN S5877
CODE ANALYSIS:
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA FIRE CODE
NFPA 86 STANDARD FOR OVENS AND FURNACES
PAGE INDEX:
T1.COVER SHEET
A1. SITE PLAN
A2.FLOOR PLAN
A3.ROOF PLAN
M1.GENERAL NOTES
M2.EQUIPMENT DETAIL: INDUSTRIAL BATCH OVEN
M3.EQUIPMENT INFORMATION
M4.GAS LINE DETAIL
M5.ELEVATION
S-1.ROOF PENETRATION
S-2.ANCHORAGE DETAILS
VICINITY MAP:
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2907 OAK STREET - SANTA ANA, CA 92707
PROPOSED
EQUIPMENT
LOCATION
SCALE:
A2
FLOOR PLAN
DATE: 7328.2025
STAMP.:
LOT AREA: 0.569 ACRES
PARCEL NO.: 411-031-02
2907 OAK ST
SANTA ANA, CA 92707
00'10'
0 0
20'
REMARKS:
PLOT SIZE: 24" x 36"
SHEET NO .:
N
E
W
S
SCOPE:
INSTALL (1) NEW BATCH OVEN, MODEL
#OEMBCOMPLN-08.5-08-14-TB-LT-8AC.
LEGAL DESCRIPTION:
PM 49-50 PAR 3 POR OF PAR (P.M. 36-5 PAR 3 POR
OF PAR)
A
DETAIL A
UP TO
MEZZANINE
FLOOR
120'
ENTRY
10
0
'
EXISTING
SPRAY BOOTH
14'-8"
10
'
3'-6"
3'
20
'
14'-8"
10
'
3'-6"
3'
NOTES:
1.PROPOSED EQUIPMENT TO BE INSTALLED
ON EXISTING CONCRETE FLOOR.
2.AS PER CBC 11B-202.4: EXCEPTION 7.
PROJECTS CONSISTING ONLY OF
HEATING, VENTILATION, AIR
CONDITIONING, REROOFING, ELECTRICAL
WORK NOT INVOLVING PLACEMENT OF
SWITCHES AND RECEPTACLES,
COSMETIC WORK THAT DOES NOT
AFFECT ITEMS REGULATED BY THIS
CODE, SUCH AS PAINTING, EQUIPMENT
NOT CONSIDERED TO BE A PART OF THE
ARCHITECTURE OF THE BUILDING OR
AREA...SHALL NOT BE REQUIRED TO
COMPLY WITH SECTION 11B-202.4.
3.THE CONSTRUCTION SHALL NOT
RESTRICT A FIVE-FOOT CLEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER
OR POWER DISTRIBUTION FACILITIES
(POWER POLES, PULL-BOXES,
TRANSFORMERS, VAULTS, PUMPS,
VALVES, METERS, APPURTENANCES, ETC.)
OR TO THE LOCATION OF THE HOOK-UP.
THE CONSTRUCTION SHALL NOT BE
WITHIN TEN FEET OF ANY POWER LINES -
WHETHER OR NOT THE LINES ARE
LOCATED ON THE PROPERTY. FAILURE TO
COMPLY MAY CAUSE CONSTRUCTION
DELAYS AND/OR ADDITIONAL EXPENSES.
SCOPE OF WORK:
INSTALL (1) INDUSTRIAL
BATCH OVEN
MAIN GAS METER LOCATION
AND SHUT OFF ON EXTERIOR
2
SHUT OFF WITHIN
10' OF OVEN
2
4A-40BC
4
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34
'
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3
"
60'-8"
10"Ø EXHAUST (N)
CMC 502.2.2: DUCTS CONVEYING
EXPLOSIVE OR FLAMMABLE VAPORS, FUMES, OR DUSTS
SHALL TERMINATE NOT LESS THAN 30 FT FROM A PROPERTY
LINE, 10 FT FROM OPENINGS INTO THE BUILDING, 6 FT FROM
EXTERIOR WALLS OR ROOFS, 30 FT FROM COMBUSTIBLE
WALLS OR OPENINGS INTO THE BUILDING THAT ARE IN THE
DIRECTION OF THE EXHAUST DISCHARGE, AND 10 FT ABOVE
ADJOINING GRADE.
ALL ROOF ITEMS 1-11 LISTED ABOVE ARE EXISTING
(Ex.). 10" OVEN EXHAUST VENT IS NEW (N).
2022 CALIFORNIA FIRE CODE - CHAPTER 30 "INDUSTRIAL OVENS"
3001.1 SCOPE. THIS CHAPTER SHALL APPLY TO THE INSTALLATION AND OPERATION OF
INDUSTRIAL OVENS AND FURNACES. INDUSTRIAL OVENS AND FURNACES SHALL COMPLY WITH
THE APPLICABLE PROVISIONS OF NFPA 86, THE CALIFORNIA MECHANICAL CODE AND THIS
CHAPTER. THE TERMS "'OVENS" AND "'FURNACES" ARE USED INTERCHANGEABLY IN THIS
CHAPTER.
3002.1 DEFINITIONS. FURNACE CLASS A. AN OVEN OR FURNACE THAT HAS HEAT UTILIZATION
EQUIPMENT OPERATING AT APPROXIMATELY ATMOSPHERIC PRESSURE WHEREIN THERE IS A
POTENTIAL EXPLOSION OR FIRE HAZARD THAT COULD BE OCCASIONED BY THE PRESENCE OF
FLAMMABLE VOLATILES OR COMBUSTIBLE MATERIALS PROCESSED OR HEATED IN THE FURNACE.
NOTE: SUCH FLAMMABLE VOLATILES OR COMBUSTIBLE MATERIALS CAN, FOR INSTANCE,
ORIGINATE FROM THE FOLLOWING:
1. PAINTS, POWDERS, INKS, AND ADHESIVES FROM FINISHING PROCESSES, SUCH AS
DIPPED, COATED, SPRAYED AND IMPREGNATED MATERIALS.
2. THE SUBSTRATE MATERIAL.
3. WOOD, PAPER AND PLASTIC PALLETS, SPACERS OR PACKAGING MATERIALS.
4. POLYMERIZATION OR OTHER MOLECULAR REARRANGEMENTS.
POTENTIALLY FLAMMABLE MATERIALS, SUCH AS QUENCH OIL, WATER -BORNE FINISHES,
COOLING OIL OR COOKING OILS, THAT PRESENT A HAZARD ARE VENTILATED ACCORDING TO
CLASS A STANDARDS.
3003.1 VENTILATION. ENCLOSED ROOMS OR BASEMENTS CONTAINING INDUSTRIAL OVENS OR
FURNACES SHALL BE PROVIDED WITH COMBUSTION AIR IN ACCORDANCE WITH THE
INTERNATIONAL FUEL GAS CODE AND THE CALIFORNIA MECHANICAL CODE, AND WITH
VENTILATION AIR IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL CODE.
3003.2 EXPOSURE. WHEN LOCATING OVENS, OVEN HEATERS AND RELATED EQUIPMENT, THE
POSSIBILITY OF FIRE RESULTING FROM OVERHEATING OR FROM THE ESCAPE OF FUEL GAS OR
FUEL OIL AND THE POSSIBILITY OF DAMAGE TO THE BUILDING AND INJURY TO PERSONS
RESULTING FROM EXPLOSION SHALL BE CONSIDERED.
3003.3 IGNITION SOURCE. INDUSTRIAL OVENS AND FURNACES SHALL BE LOCATED SO AS NOT
TO POSE AN IGNITION HAZARD TO FLAMMABLE VAPORS OR MISTS OR COMBUSTIBLE DUSTS.
3003.4 TEMPERATURES. ROOFS AND FLOORS OF OVENS SHALL BE INSULATED AND VENTILATED
TO PREVENT TEMPERATURES AT COMBUSTIBLE CEILINGS AND FLOORS FROM EXCEEDING 160OF
(71°C).
3004.1 FUEL -GAS PIPING. FUEL -GAS PIPING SERVING INDUSTRIAL OVENS SHALL COMPLY WITH
THE CALIFORNIA MECHANICAL CODE. PIPING FOR OTHER FUEL SOURCES SHALL COMPLY WITH
THIS SECTION.
3004.2 SHUTOFF VALVES. EACH INDUSTRIAL OVEN OR FURNACE SHALL BE PROVIDED WITH AN
APPROVED MANUAL FUEL SHUTOFF VALVE IN ACCORDANCE WITH THE INTERNATIONAL FUEL
GAS CODE OR THE CALIFORNIA MECHANICAL CODE.
3004.2.1 FUEL SUPPLY LINES. VALVES FOR FUEL SUPPLY LINES SHALL BE LOCATED WITHIN 6
FEET (1829 MM) OF THE APPLIANCE SERVED.
EXCEPTION: WHERE APPROVED AND THE VALVE IS LOCATED IN THE SAME GENERAL AREA AS
THE APPLIANCE SERVED.
3004.3 VALVE POSITION
THE DESIGN OF MANUAL FUEL SHUTOFF VALVES SHALL INCORPORATE A PERMANENT FEATURE
THAT VISUALLY INDICATES THE OPEN OR CLOSED POSITION OF THE VALVE. MANUAL FUEL
SHUTOFF VALVES SHALL NOT BE EQUIPPED WITH REMOVABLE HANDLES OR WRENCHES UNLESS
THE HANDLE OR WRENCH CAN ONLY BE INSTALLED PARALLEL WITH THE FUEL LINE WHEN THE
VALVE IS IN THE OPEN POSITION.
3005.1 SHUT DOWN. INTERLOCKS SHALL BE PROVIDED FOR CLASS A OVENS SO THAT
CONVEYORS OR SOURCES OF FLAMMABLE OR COMBUSTIBLE MATERIALS SHALL SHUT DOWN IF
EITHER THE EXHAUST OR RECIRCULATION AIR SUPPLY FAILS.
3006.1 REQUIRED PROTECTION. CLASS A AND B OVENS THAT CONTAIN, OR ARE UTILIZED FOR
THE PROCESSING OF, COMBUSTIBLE MATERIALS SHALL BE PROTECTED BY AN APPROVED
AUTOMATIC FIRE -EXTINGUISHING SYSTEM COMPLYING WITH CHAPTER 9.
EXCEPTIONS:
1. SMALL TABLETOP OVENS USED
IN
LABORATORY
FACILITIES. 2. NONWALK-IN
OVENS THAT
ARE LESS THAN 4 FEET (1219 MM)
IN
LENGTH AND
WIDTH.
3006.3 FIRE EXTINGUISHERS. PORTABLE FIRE EXTINGUISHERS COMPLYING WITH SECTION 906
SHALL BE PROVIDED NOT CLOSER THAN 15 FEET (4572 MM) OR NOT MORE THAN 50 FEET (15
240 MM) OR IN ACCORDANCE WITH NFPA 10. THIS SHALL APPLY TO THE OVEN AND RELATED
EQUIPMENT.
3007.1 FURNACE SYSTEM INFORMATION. AN APPROVED, CLEARLY WORDED, AND PROMINENTLY
DISPLAYED SAFETY DESIGN DATA FORM OR MANUFACTURER'S NAMEPLATE SHALL BE PROVIDED
STATING THE SAFE OPERATING CONDITION FOR WHICH THE FURNACE SYSTEM WAS DESIGNED,
BUILT, ALTERED OR EXTENDED.
3007.2 OVEN NAMEPLATE. SAFETY DATA FOR CLASS A SOLVENT ATMOSPHERE OVENS SHALL BE
FURNISHED ON THE MANUFACTURER'S NAMEPLATE. THE NAMEPLATE SHALL PROVIDE THE
FOLLOWING DESIGN DATA:
1. THE SOLVENT USED.
2. THE NUMBER OF GALLONS (L) USED PER BATCH OR PER HOUR OF SOLVENT ENTERING
THE OVEN.
3.
THE
REQUIRED PURGE
TIME.
4.
THE
OVEN OPERATING
TEMPERATURE.
5. THE EXHAUST BLOWER RATING FOR THE NUMBER OF GALLONS (L) OF SOLVENT PER HOUR
OR BATCH AT THE MAXIMUM OPERATING TEMPERATURE.
EXCEPTION: FOR LOW -OXYGEN OVENS, THE MAXIMUM ALLOWABLE OXYGEN CONCENTRATION
SHALL BE INCLUDED IN PLACE OF THE EXHAUST BLOWER RATINGS.
3007.3 TRAINING. OPERATING, MAINTENANCE AND SUPERVISORY PERSONNEL SHALL BE
THOROUGHLY INSTRUCTED AND TRAINED IN THE OPERATION OF OVENS OR FURNACES.
Planning andftil�i
FOR PERM
Master ID:
Date:
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6/11 /2025
PAGE NO.
m 1
GALVANIZED STEEL DUCT COLLAR
SCREWED TO NEW 2x4 FRAMING
THROUGH EXISTING DECK
W/ WOOD SCREWS
10" Ø DUCT
EXIST PLYWOOD ROOF DECK
CUT 12"MAX Ø HOLE IN ROOF DECK
NEW 2x4 FRAMING
4'
-
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EXIST STEEL BEAM
EXIST STEEL BEAM
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2x4
2x4
SIMPSON STRONG-TIE
LUS24-2 JOIST HANGER, TYP EA END
OF ALL NEW DOUBLE 2X4's.
(4) 0.162 NAILS TO HEADER
(2) 0.162 x 3-1/2 NAILS TO 2x4's
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NEW DOUBLE
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"
Project Number
Date
Engineer
134 S. Glassell, Suite G
Orange, CA 92866
949-244-5427
www.NewportSD.com
No.Description Date
12
/
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/
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P
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S-1
ROOF PENETRATION
2025-1305
ADV - ADVANCE
FIBERGLASS CONCEPT
18 DEC 2025
M. BROWN
2907 OAK STREET
SANTA ANA, CA
GENERAL NOTES
1. DESIGN PER 2022 CALIFORNIA BUILDING CODE:
RISK CATEGORY II
DESIGN WIND PRESSURE:16 PSF (CODE MINIMUM)
SITE CLASS D (ASSUMED), SEISMIC DESIGN CATEGORY D, E.L.F. PROCEDURE
Ip = 1.0
S1 = 0.456g
SS = 1.274g
SDS = 1.019g
Rp = 6.0 (DUCTS -NOT WELDED)
Flateral = xxx LBS
2.MATERIALS
WOOD:DOUGLAS FIR-LARCH NO. 2
3.SPECIAL INSPECTION
NOT REQUIRED
1 1/2" = 1'-0"S-1
2 DUCT @ ROOF (SECTION VIEW)
0 PRELIMINARY ISSUE 28 OCT 2025
1 1/2" = 1'-0"S-1
1 DUCT ROOF PENETRATION NEW FRAMING
1 REVISIONS 18 DEC 2025
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2022 CALIFORNIA FIRE CODE - CHAPTER 30 "INDUSTRIAL OVENS"
3001.1 SCOPE. THIS CHAPTER SHALL APPLY TO THE INSTALLATION AND OPERATION OF
INDUSTRIAL OVENS AND FURNACES. INDUSTRIAL OVENS AND FURNACES SHALL COMPLY WITH
THE APPLICABLE PROVISIONS OF NFPA 86, THE CALIFORNIA MECHANICAL CODE AND THIS
CHAPTER. THE TERMS “OVENS” AND “FURNACES” ARE USED INTERCHANGEABLY IN THIS
CHAPTER.
3002.1 DEFINITIONS. FURNACE CLASS A. AN OVEN OR FURNACE THAT HAS HEAT UTILIZATION
EQUIPMENT OPERATING AT APPROXIMATELY ATMOSPHERIC PRESSURE WHEREIN THERE IS A
POTENTIAL EXPLOSION OR FIRE HAZARD THAT COULD BE OCCASIONED BY THE PRESENCE OF
FLAMMABLE VOLATILES OR COMBUSTIBLE MATERIALS PROCESSED OR HEATED IN THE FURNACE.
NOTE: SUCH FLAMMABLE VOLATILES OR COMBUSTIBLE MATERIALS CAN, FOR INSTANCE,
ORIGINATE FROM THE FOLLOWING:
1.PAINTS, POWDERS, INKS, AND ADHESIVES FROM FINISHING PROCESSES, SUCH AS
DIPPED, COATED, SPRAYED AND IMPREGNATED MATERIALS.
2.THE SUBSTRATE MATERIAL.
3.WOOD, PAPER AND PLASTIC PALLETS, SPACERS OR PACKAGING MATERIALS.
4.POLYMERIZATION OR OTHER MOLECULAR REARRANGEMENTS.
NO VOLATILE MATERIALS OR GASES WILL BE RELEASED. ADV FIBERGLASS ARE POST-CURING
FIBERGLASS PARTS IN/UNDER A VACUUM BAG
POTENTIALLY FLAMMABLE MATERIALS, SUCH AS QUENCH OIL, WATER-BORNE FINISHES,
COOLING OIL OR COOKING OILS, THAT PRESENT A HAZARD ARE VENTILATED ACCORDING TO
CLASS A STANDARDS.
3003.1 VENTILATION. ENCLOSED ROOMS OR BASEMENTS CONTAINING INDUSTRIAL OVENS OR
FURNACES SHALL BE PROVIDED WITH COMBUSTION AIR IN ACCORDANCE WITH THE
INTERNATIONAL FUEL GAS CODE AND THE CALIFORNIA MECHANICAL CODE, AND WITH
VENTILATION AIR IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL CODE.
3003.2 EXPOSURE. WHEN LOCATING OVENS, OVEN HEATERS AND RELATED EQUIPMENT, THE
POSSIBILITY OF FIRE RESULTING FROM OVERHEATING OR FROM THE ESCAPE OF FUEL GAS OR
FUEL OIL AND THE POSSIBILITY OF DAMAGE TO THE BUILDING AND INJURY TO PERSONS
RESULTING FROM EXPLOSION SHALL BE CONSIDERED.
3003.3 IGNITION SOURCE. INDUSTRIAL OVENS AND FURNACES SHALL BE LOCATED SO AS NOT
TO POSE AN IGNITION HAZARD TO FLAMMABLE VAPORS OR MISTS OR COMBUSTIBLE DUSTS.
3003.4 TEMPERATURES. ROOFS AND FLOORS OF OVENS SHALL BE INSULATED AND VENTILATED
TO PREVENT TEMPERATURES AT COMBUSTIBLE CEILINGS AND FLOORS FROM EXCEEDING 160°F
(71°C).
3004.1 FUEL-GAS PIPING. FUEL-GAS PIPING SERVING INDUSTRIAL OVENS SHALL COMPLY WITH
THE CALIFORNIA MECHANICAL CODE. PIPING FOR OTHER FUEL SOURCES SHALL COMPLY WITH
THIS SECTION.
3004.2 SHUTOFF VALVES. EACH INDUSTRIAL OVEN OR FURNACE SHALL BE PROVIDED WITH AN
APPROVED MANUAL FUEL SHUTOFF VALVE IN ACCORDANCE WITH THE INTERNATIONAL FUEL
GAS CODE OR THE CALIFORNIA MECHANICAL CODE.
3004.2.1 FUEL SUPPLY LINES. VALVES FOR FUEL SUPPLY LINES SHALL BE LOCATED WITHIN 6
FEET (1829 MM) OF THE APPLIANCE SERVED.
EXCEPTION: WHERE APPROVED AND THE VALVE IS LOCATED IN THE SAME GENERAL AREA AS
THE APPLIANCE SERVED.
3004.3 VALVE POSITION
THE DESIGN OF MANUAL FUEL SHUTOFF VALVES SHALL INCORPORATE A PERMANENT FEATURE
THAT VISUALLY INDICATES THE OPEN OR CLOSED POSITION OF THE VALVE. MANUAL FUEL
SHUTOFF VALVES SHALL NOT BE EQUIPPED WITH REMOVABLE HANDLES OR WRENCHES UNLESS
THE HANDLE OR WRENCH CAN ONLY BE INSTALLED PARALLEL WITH THE FUEL LINE WHEN THE
VALVE IS IN THE OPEN POSITION.
3005.1 SHUT DOWN. INTERLOCKS SHALL BE PROVIDED FOR CLASS A OVENS SO THAT
CONVEYORS OR SOURCES OF FLAMMABLE OR COMBUSTIBLE MATERIALS SHALL SHUT DOWN IF
EITHER THE EXHAUST OR RECIRCULATION AIR SUPPLY FAILS.
3006.1 REQUIRED PROTECTION. CLASS A AND B OVENS THAT CONTAIN, OR ARE UTILIZED FOR
THE PROCESSING OF, COMBUSTIBLE MATERIALS SHALL BE PROTECTED BY AN APPROVED
AUTOMATIC FIRE-EXTINGUISHING SYSTEM COMPLYING WITH CHAPTER 9.
EXCEPTIONS: 1. SMALL TABLETOP OVENS USED IN LABORATORY FACILITIES. 2. NONWALK-IN
OVENS THAT ARE LESS THAN 4 FEET (1219 MM) IN LENGTH AND WIDTH.
3006.3 FIRE EXTINGUISHERS. PORTABLE FIRE EXTINGUISHERS COMPLYING WITH SECTION 906
SHALL BE PROVIDED NOT CLOSER THAN 15 FEET (4572 MM) OR NOT MORE THAN 50 FEET (15
240 MM) OR IN ACCORDANCE WITH NFPA 10. THIS SHALL APPLY TO THE OVEN AND RELATED
EQUIPMENT.
3007.1 FURNACE SYSTEM INFORMATION. AN APPROVED, CLEARLY WORDED, AND PROMINENTLY
DISPLAYED SAFETY DESIGN DATA FORM OR MANUFACTURER’S NAMEPLATE SHALL BE PROVIDED
STATING THE SAFE OPERATING CONDITION FOR WHICH THE FURNACE SYSTEM WAS DESIGNED,
BUILT, ALTERED OR EXTENDED.
3007.2 OVEN NAMEPLATE. SAFETY DATA FOR CLASS A SOLVENT ATMOSPHERE OVENS SHALL BE
FURNISHED ON THE MANUFACTURER'S NAMEPLATE. THE NAMEPLATE SHALL PROVIDE THE
FOLLOWING DESIGN DATA:
1.THE SOLVENT USED.
2.THE NUMBER OF GALLONS (L) USED PER BATCH OR PER HOUR OF SOLVENT ENTERING
THE OVEN.
3.THE REQUIRED PURGE TIME.
4.THE OVEN OPERATING TEMPERATURE.
5.THE EXHAUST BLOWER RATING FOR THE NUMBER OF GALLONS (L) OF SOLVENT PER HOUR
OR BATCH AT THE MAXIMUM OPERATING TEMPERATURE.
EXCEPTION: FOR LOW-OXYGEN OVENS, THE MAXIMUM ALLOWABLE OXYGEN CONCENTRATION
SHALL BE INCLUDED IN PLACE OF THE EXHAUST BLOWER RATINGS.
3007.3 TRAINING. OPERATING, MAINTENANCE AND SUPERVISORY PERSONNEL SHALL BE
THOROUGHLY INSTRUCTED AND TRAINED IN THE OPERATION OF OVENS OR FURNACES.
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:
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N
OVEN EMPIRE MANUFACTURING
WWW.OEMOVEN.COM
(866) 227-8262
MODEL NO.OEMBCOMPLN-08.5-08-14-TB-LT-8AC
PURGE TIME 3 MINUTES
OVEN OPERATING TEMPERATURE RANGE 170°F - 300°F
MAXIMUM ALLOWABLE OXYGEN
CONCENTRATION 330 PPM @ 3% O2
WEIGHT 8500 LBS
NOTE: OVEN NAMEPLATE SHOWN ABOVE TO BE MOUNTED ON OVEN
CONTROL PANEL, LOCATED ON SIDE OF EQUIPMENT.
SEE SHEET S-2
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UL LISTED SERIAL NUMBER 970761
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3/4"
75'
3/4"
53'5 PSI MEDIUM PRESSURE
GAS METER (EX.)
(NEW)
OVEN BURNER GAS TRAIN
500,000 BTUH = 500 CFH
SCOPE OF WORK:
INSTALL (1) INDUSTRIAL
BATCH OVEN
120'
10
0
'
SHEET NOTES:
1.ALL PIPING BLACK SCHEDULE 40.
2.NEW 3/4" MEDIUM PRESSURE GAS LINE TO BE INSTALLED TO NEW
500,000 BTU OVEN BURNER GAS TRAIN.
3.ALL PIPING TO BE SUSPENDED INSIDE BUILDING FROM CEILING WITH
3/8" ROD/RING HANGER ASSEMBLIES.
TOTAL LENGTH PIPE:3/4" = 155'
TOTAL CONSUMPTION:500 CFH
PER 2022 CPC TABLE 1215.2(6)
TOTAL ALLOWABLE:3/4" AT 200' = 1360 CFH
3/4"
75'
3/4"
8'
3/4"
53'
3/4"
17
TO NEW OVEN BURNER GAS
TRAIN (500,000 BTU)
500 CFH CONSUMPTION RATE
3/4"
1'
3/4" GAS
RATED BALL
VALVE (NEW)
5 PSI INPUT TO 7-14 WC OUTPUT
STEP DOWN REGULATOR TO BE
VENTED TO OUTSIDE ATMOSPHERE
(NEW)
3/4" GAS
RATED BALL
VALVE (NEW)
5 PSI MEDIUM PRESSURE
GAS METER (EXISTING)
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Project Name: Spray Booth Anchorage and Roof Penetration
Client: ADV – Advance Fiberglass Concept
Project Number: 2025-1302
Project Engineer: Matt Brown, S.E.
Date: 30 Oct 2023
Street Address: 2907 Oak Street
Santa Ana, CA
October 30,
2025 NEWPORT STRUCTURAL DESIGN – PROJECT NUMBER 2025-1305
Scope of Work
The client requests the anchorage of a spray booth to an existing concrete slab and the lateral
bracing of a duct to a new roof penetration.
Calculations
Dead Loads
The weight of the oven is 8,500 lbs according to the manufacturer
Seismic Load
The soil site class is unknown, so it is assumed to be Site Class D, which is permissible per CBC
2022, Section 1613.2.3.
Based on the address of the site, and the USGS Seismic Maps, the response accelerations are
listed below:
Ss = 1.274 g
S1 = 0.456 g
SDS= 1.019 g
The Risk Category for this structure is assumed to be Category II per CBC 2022, Table 1604.5, as no
information has been furnished to the Engineer to indicate otherwise.
Ip = 1.0
Based on the guidelines of CBC 2022, Section 1613.3.5, this structure should be assigned to
Seismic Design Category D. Furthermore, CBC 2022 refers to ASCE 7-16, Chapter 13 to determine
the seismic provisions for attaching these components to a structure.
October 30,
2025 NEWPORT STRUCTURAL DESIGN – PROJECT NUMBER 2025-1305
Per ASCE 7-16, Table 13.5-1 the booth most closely falls into the category of “other flexible
components – high-deformability elements and attachments”. The High Deformability Rp value was
chosen because these structures are built from panels that have a very high ductility. Fu / Fy = 45
ksi / 24 ksi = 1.875. Additionally, the bolts between panels have a significantly higher shear strength
than the panels themselves, which means that the primary failure mode of the structure would be
shear yielding of the panels, a high-deformation but ductile failure mode.
The following design parameters therefore apply:
Rp = 3.5
Ω0 = 2.5
ap = 2.5
z = 0 (installed at ground level)
fp = (0.4)*(2.5)*(1.019g)*(1 + 0) / (3.5 / 1) = 0.291 (Eqn 13.3-1)
fp.max = 1.6*(1.019g)*(1.0) = 1.63 (Eqn 13.3-2)
fp.min = 0.3*(1.019g)*(1.0) = 0.306 (Eqn 13.3-3)
Therefore, fp = 0.306
Per ASCE 7-16, Table 13.6-1 the duct falls into the category of “Ductwork with joints other than
welding”. The following design parameters therefore apply:
ap = 2.5
R = 6
Ω0 = 2
z = 1 (installed at roof)
fp.duct = [0.4*ap*SDS / (Rp/Ip)]*(1 + 2*(1)) = 0.510g > 0.3*SDS*Ip (Eqn 13.3-3)
Assume that the duct is 18 gauge. Its self weight would be 4.6 lbs/ft. The seismic force on the
would be:
(15 ft)*(4.6 lbs/ft)*(0.510g) = 36 lbs
October 30,
2025 NEWPORT STRUCTURAL DESIGN – PROJECT NUMBER 2025-1305
Wind Load
A portion of the duct sticks up above the roof:
Risk Category II
V = 95 mph (Figure 26.5-1A)
Kd = 1.00 (Table 26.6-1, Round)
Exposure C
Kzt = 1.0 (Section 26.8, Flat terrain)
Kz = 0.90 (Table 26.10-1, h = 20 ft)
qz = 0.00256*(1.0)*(1.00)*(0.90)*(95 mph)2 = 20.8 psf
Cf = 0.6 (Figure 29.4-1, Round, Smooth)
Therefore, Section 29.7 governs
Fwind = (16 psf)*(10”)*(48”) = 54 lbs
The spray booth is indoors so the design wind pressure is 5 psf at ASD level. At LRFD level, the
design wind pressure is 5 psf / (0.6) = 8.33 psf.
Roof Framing
The gravity load (a portion of 10” duct) being added to the roof is negligible
The hole being cut in the roof is not near any diaphragm edges, and the lateral force of 54 lbs is
negligible, therefore no lateral analysis of the roof was required. For the wind blowing in any
direction the duct is supported by at least two screws with more than enough capacity by
inspection (for wind/seismic).
October 30,
2025 NEWPORT STRUCTURAL DESIGN – PROJECT NUMBER 2025-1305
Oven Analysis
A RISA-3D analysis model was built, and the self-weight of the oven was applied along with the
seismic force previously derived. It was solved for the following load combination in both
directions:
0.9*DL + 1.0*EL – 0.2*SDS*DL
The vertical supports were modeled as compression-only to reflect the fact that the oven panels
are not positively attached to the floor channel for uplift:
The maximum uplift was 0.03” which is negligible.
October 30,
2025 NEWPORT STRUCTURAL DESIGN – PROJECT NUMBER 2025-1305
Oven Anchorage
Anchorage was checked for lateral shear. See the maximum shear forces below:
October 30,
2025 NEWPORT STRUCTURAL DESIGN – PROJECT NUMBER 2025-1305
The largest lateral force was 657 lbs. Multiply by Ω0 = 2.5 for anchorage. According to Hilti Profis, a
Kwik Bolt TZ2, 3/8” diameter with at least 2” effective embedment is adequate. See Appendix A for
the calculations.
October 30,
2025 NEWPORT STRUCTURAL DESIGN – PROJECT NUMBER 2025-1305
Existing Slab
The RISA-3D model of the oven was brought into RISAFoundation to analyze the existing floor slab.
The existing floor slab was modeled as 4” thick, 2500 psi, with #3 bars @ 18” o.c. each way. This is
a conservative assumption for an existing industrial slab of unknown actual thickness and
reinforcing. The slab was checked only to an extent 6” away from the oven walls and was found to
be adequate for soil bearing and strength. See Appendix A for the calculations.
Conclusion
The designs listed in this report will meet all the requirements of the 2022 California Building Code.
Matt Brown, S.E.
October 30,
2025 NEWPORT STRUCTURAL DESIGN – PROJECT NUMBER 2025-1305
Appendix A
Calculations
Company
Designer
Job Number
Model Name
:
:
:
:
<Licensed Company>
MattB
Checked By : __________
10/30/2025
7:56:19 AM
RISA-3D Version 23 [ 2025-1305 Model.r3d ] Page 1
Company
Designer
Job Number
Model Name
:
:
:
:
<Licensed Company>
MattB
Checked By : __________
10/30/2025
7:56:19 AM
RISA-3D Version 23 [ 2025-1305 Model.r3d ] Page 2
Company
Designer
Job Number
Model Name
:
:
:
:
<Licensed Company>
MattB
Checked By : __________
10/30/2025
7:56:19 AM
RISA-3D Version 23 [ 2025-1305 Model.r3d ] Page 3
Company
Designer
Job Number
Model Name
:
:
:
:
<Licensed Company>
MattB
Checked By : __________
10/30/2025
7:56:19 AM
RISA-3D Version 23 [ 2025-1305 Model.r3d ] Page 4
Company
Designer
Job Number
Model Name
:
:
:
:
<Licensed Company>
MattB
Checked By : __________
10/30/2025
7:56:19 AM
RISA-3D Version 23 [ 2025-1305 Model.r3d ] Page 5
Company
Designer
Job Number
Model Name
:
:
:
:
<Licensed Company>
MattB
Checked By : __________
10/30/2025
7:56:19 AM
RISA-3D Version 23 [ 2025-1305 Model.r3d ] Page 6
Model Settings
Number of Reported Sections 5
Number of Internal Sections 100
Member Area Load Mesh Size (in2)144
Consider Shear Deformation Yes
Consider Torsional Warping Yes
Approximate Mesh Size (in)24
Transfer Forces Between Intersecting Wood Walls Yes
Increase Wood Wall Nailing Capacity for Wind Loads Yes
Include P-Delta for Walls Yes
Optimize Masonry and Wood Walls Yes
Maximum Number of Iterations 3
Single No
Multiple (Optimum)Yes
Maximum No
Global Axis corresponding to vertical direction Y
Convert Existing Data Yes
Default Global Plane for z-axis XZ
Plate Local Axis Orientation Global
Hot Rolled Steel None
Stiffness Adjustment Yes (Iterative)
Notional Annex None
Connections None
Cold Formed Steel AISI S100-20: LRFD
Stiffness Adjustment Yes (Iterative)
Wood None
Temperature < 100F
Concrete ACI 318-19
Masonry None
Aluminum None
Structure Type Building
Stiffness Adjustment Yes (Iterative)
Stainless None
Stiffness Adjustment Yes (Iterative)
Compression Stress Block Rectangular Stress Block
Analyze using Cracked Sections Yes
Leave room for horizontal rebar splices (2*d bar spacing)Yes
List forces which were ignored for design in the Detail Report Yes
Column Min Steel 1
Column Max Steel 8
Rebar Material Spec ASTM A615
Warn if beam-column framing arrangement is not understood No
Number of Shear Regions 4
Region 2 & 3 Spacing Increase Increment (in)4
Code ASCE 7-16
Risk Category I or II
Drift Cat Other
Company
Designer
Job Number
Model Name
:
:
:
:
<Licensed Company>
MattB
Checked By : __________
10/30/2025
7:56:19 AM
RISA-3D Version 23 [ 2025-1305 Model.r3d ] Page 7
Model Settings (Continued)
Base Elevation (ft)
Include the weight of the structure in base shear calcs Yes
S1 (g)0.639
SD1 (g)0.724
SDS (g)1.438
TL (sec)5
T Z (sec)
T X (sec)
CtZ 0.02
CtX 0.02
CtExp. Z 0.75
CtExp. X 0.75
R Z 3.5
R X 3.5
Ω0Z 2.5
Ω0X 2.5
CdZ 1
CdX 1
ρ Z 1
ρ X 1
Company
Designer
Job Number
Model Name
:
:
:
:
<Licensed Company>
MattB
Checked By : __________
10/30/2025
7:56:19 AM
RISA-3D Version 23 [ 2025-1305 Model.r3d ]Page 8
Basic Load Cases
BLC Description Category X Gravity Y Gravity Z Gravity Distributed
1 Self Weight DL -1 2
2 Seismic X ELX 0.306 2
3 Sesimic Z ELZ 0.306 2
Load Combinations
Description Solve P-Delta BLC Factor BLC Factor BLC Factor
1 Seismic X+Yes Y DL 0.9 ELX 1 Sds*DL -0.2
2 Seismic X-Yes Y DL 0.9 ELX -1 Sds*DL -0.2
3 Seismic Z+Yes Y DL 0.9 ELZ 1 Sds*DL -0.2
4 Seismic Z-Yes Y DL 0.9 ELZ -1 Sds*DL -0.2
Envelope Node Reactions
Node Label X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
1 N1 max 247.945 2 1955.603 3 284.084 4 0 4 0 4 0 4
2 min -133.422 1 0 4 -656.672 3 0 1 0 1 0 1
3 N14 max 278.975 2 583.711 4 41.11 4 0 4 0 4 0 4
4 min -254.746 1 0 3 -41.108 3 0 1 0 1 0 1
5 N16 max 247.945 2 1955.603 4 656.672 4 0 4 0 4 0 4
6 min -133.422 1 0 3 -284.084 3 0 1 0 1 0 1
7 N19 max 46.824 2 663.152 2 422.13 4 0 4 0 4 0 4
8 min -46.819 1 0 3 -588.332 3 0 1 0 1 0 1
9 N15 max 273.15 2 1057.824 4 41.406 4 0 4 0 4 0 4
10 min -171.218 1 0 3 -41.395 3 0 1 0 1 0 1
11 N17 max 46.824 2 663.152 2 588.332 4 0 4 0 4 0 4
12 min -46.819 1 0 3 -422.13 3 0 1 0 1 0 1
13 N3 max 278.975 2 583.711 3 41.108 4 0 4 0 4 0 4
14 min -254.746 1 0 4 -41.11 3 0 1 0 1 0 1
15 N10 max 202.442 2 545.55 1 41.311 4 0 4 0 4 0 4
16 min -306.926 3 0 3 -41.312 3 0 1 0 1 0 1
17 N9 max 160.038 2 1153.188 3 318.173 4 0 4 0 4 0 4
18 min -310.645 3 0 2 -279.774 3 0 1 0 1 0 1
19 N2 max 273.15 2 1057.824 3 41.395 4 0 4 0 4 0 4
20 min -171.218 1 0 4 -41.406 3 0 1 0 1 0 1
21 N7 max 202.442 2 545.55 1 41.312 4 0 4 0 4 0 4
22 min -306.926 4 0 4 -41.311 3 0 1 0 1 0 1
23 N4 max 230.248 2 468.646 1 41.213 4 0 4 0 4 0 4
24 min -301.378 1 0 4 -41.223 3 0 1 0 1 0 1
25 N11 max 230.248 2 468.646 1 41.223 4 0 4 0 4 0 4
26 min -301.378 1 0 3 -41.213 3 0 1 0 1 0 1
27 N8 max 160.038 2 1153.188 4 279.774 4 0 4 0 4 0 4
28 min -310.645 4 0 2 -318.173 3 0 1 0 1 0 1
29 Totals:max 2879.242 2 5762.249 2 2879.242 4
30 min -2879.242 1 5762.249 3 -2879.242 3
www.hilti.com
Hilti PROFIS Engineering 3.1.23
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Oct 29, 2025
Page:
Specifier:
E-Mail:
Date:
1
10/30/2025
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 3/8 (2) hnom2
Item number: 2210236 KB-TZ2 3/8x3
Specification text: Hilti Æ 3/8 in Kwik Bolt TZ2 - CS with 2.5 in
nominal embedment depth per ICC-ES
ESR-4266 , Hammer drill bit installation per
MPII,
Effective embedment depth: hef,act = 2.000 in., hnom = 2.500 in.
Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 10/1/2024 | 12/1/2025
Proof: Design Method ACI 318-19 / Mech
Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-19 Fig. R.17.7.2.1b)
Stand-off installation:
Profile:
Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 4.000 in.
Installation: Hammer drilled hole, Installation condition: Dry
Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.10.5.3 (a))
Shear load: yes (17.10.6.3 (c))
www.hilti.com
Hilti PROFIS Engineering 3.1.23
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Oct 29, 2025
Page:
Specifier:
E-Mail:
Date:
2
10/30/2025
Geometry [in.] & Loading [kip, ft.kip]
www.hilti.com
Hilti PROFIS Engineering 3.1.23
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Oct 29, 2025
Page:
Specifier:
E-Mail:
Date:
3
10/30/2025
1.1 Design results
Case Description Forces [kip] / Moments [ft.kip]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 0.000; Vx = 1.642; Vy = 0.000;
Mx = 0.00000; My = 0.00000; Mz = 0.00000;
yes 79
2 Load case/Resulting anchor forces
Anchor reactions [kip]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 0.000 1.642 1.642 0.000
3 Tension load
Load Nua [kip]Capacity f Nn [kip]Utilization bN = Nua/f Nn Status
Steel Strength*N/A N/A N/A N/A
Pullout Strength*N/A N/A N/A N/A
Concrete Breakout Failure**N/A N/A N/A N/A
* highest loaded anchor **anchor group (anchors in tension)
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Hilti PROFIS Engineering 3.1.23
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Oct 29, 2025
Page:
Specifier:
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Date:
4
10/30/2025
4 Shear load
Load Vua [kip]Capacity f Vn [kip]Utilization bV = Vua/f Vn Status
Steel Strength*1.642 2.201 75 OK
Steel failure (with lever arm)*N/A N/A N/A N/A
Pryout Strength**1.642 2.079 79 OK
Concrete edge failure in direction **N/A N/A N/A N/A
* highest loaded anchor **anchor group (relevant anchors)
4.1 Steel Strength
Vsa,eq = ESR value refer to ICC-ES ESR-4266
f Vsteel ³ Vua ACI 318-19 Table 17.5.2
Variables
Ase,V [in.2]futa [psi]aV,seis
0.05 126,204 1.000
Calculations
Vsa,eq [kip]
3.386
Results
Vsa,eq [kip]f steel f Vsa,eq [kip]Vua [kip]
3.386 0.650 2.201 1.642
www.hilti.com
Hilti PROFIS Engineering 3.1.23
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
5
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Oct 29, 2025
Page:
Specifier:
E-Mail:
Date:
5
10/30/2025
4.2 Pryout Strength
Vcp = kcp [(ANc
ANc0)y ed,N y c,N y cp,N Nb ] ACI 318-19 Eq. (17.7.3.1a)
f Vcp ³ Vua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b)
ANc0 = 9 h2
ef ACI 318-19 Eq. (17.6.2.1.4)
y ed,N = 0.7 + 0.3 (ca,min
1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(ca,min
cac
, 1.5hef
cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f'
c h1.5
ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
kcp hef [in.]ca,min [in.]y c,N
1 2.000 ∞1.000
cac [in.]kc l a f'
c [psi]
4.375 21 1.000 2,500
Calculations
ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [kip]
36.00 36.00 1.000 1.000 2.970
Results
Vcp [kip]f concrete f seismic f nonductile f Vcp [kip]Vua [kip]
2.970 0.700 1.000 1.000 2.079 1.642
www.hilti.com
Hilti PROFIS Engineering 3.1.23
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
6
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Oct 29, 2025
Page:
Specifier:
E-Mail:
Date:
6
10/30/2025
5 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (EN1992-4, AS5216, etc.). This means
load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be
sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor
plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate
assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions
and for plausibility!
• The equations presented in this report are based on imperial units. When inputs are displayed in metric units, the user should be aware that the
equations remain in their imperial format.
• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential
concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout
or pryout strength governs.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• For additional information about ACI 318 strength design provisions, please go to
https://viewer.joomag.com/profis-design-guide-us-en-summer-2021/0841849001625154758?short&/
• "An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-19, Chapter 17, Section
17.10.5.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the
case, the connection design (tension) shall satisfy the provisions of Section 17.10.5.3 (b), Section 17.10.5.3 (c), or Section 17.10.5.3 (d). The
connection design (shear) shall satisfy the provisions of Section 17.10.6.3 (a), Section 17.10.6.3 (b), or Section 17.10.6.3 (c)."
• Section 17.10.5.3 (b) / Section 17.10.6.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile
yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.10.5.3 (c) / Section 17.10.6.3
(b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the
anchors by a non-yielding attachment. Section 17.10.5.3 (d) / Section 17.10.6.3 (c) waive the ductility requirements and require the design
strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased
by w0.
• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI
318-19, Section 26.7.
Fastening meets the design criteria!
www.hilti.com
Hilti PROFIS Engineering 3.1.23
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
7
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Oct 29, 2025
Page:
Specifier:
E-Mail:
Date:
7
10/30/2025
6 Installation data
Anchor type and diameter: Kwik Bolt TZ2 - CS 3/8 (2)
hnom2
Profile: - Item number: 2210236 KB-TZ2 3/8x3
Hole diameter in the fixture: - Maximum installation torque: 0.03009 ft.kip
Plate thickness (input): - Hole diameter in the base material: 0.375 in.
Hole depth in the base material: 2.750 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 4.000 in.
Cleaning: Manual cleaning of the drilled hole according to instructions for use is
required.
Hilti Æ 3/8 in Kwik Bolt TZ2 - CS with 2.5 in nominal embedment depth per ICC-ES ESR-4266 , Hammer drill bit installation per MPII
6.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Manual blow-out pump • Torque controlled cordless impact tool
• Torque wrench
• Hammer
Coordinates Anchor in.
Anchor x y c-x c+x c-y c+y
1 0.000 0.000 ----
www.hilti.com
Hilti PROFIS Engineering 3.1.23
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
8
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Oct 29, 2025
Page:
Specifier:
E-Mail:
Date:
8
10/30/2025
7 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and
security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly
complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using
the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to
compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the
regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use
the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each
case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data
or programs, arising from a culpable breach of duty by you.
Company
Designer
Job Number
Model Name
:
:
:
:
<Licensed Company>
MattB
Title
Checked By : __________
10/30/2025
7:59:21 AM
RISAFoundation Version 17 [ 2025-1305 Model.r3d ] Page 1
Company
Designer
Job Number
Model Name
:
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:
:
<Licensed Company>
MattB
Title
Checked By : __________
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RISAFoundation Version 17 [ 2025-1305 Model.r3d ] Page 2
Company
Designer
Job Number
Model Name
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:
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<Licensed Company>
MattB
Title
Checked By : __________
10/30/2025
7:59:21 AM
RISAFoundation Version 17 [ 2025-1305 Model.r3d ] Page 3
Company
Designer
Job Number
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:
:
<Licensed Company>
MattB
Title
Checked By : __________
10/30/2025
7:59:21 AM
RISAFoundation Version 17 [ 2025-1305 Model.r3d ] Page 4
Company
Designer
Job Number
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:
:
<Licensed Company>
MattB
Title
Checked By : __________
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RISAFoundation Version 17 [ 2025-1305 Model.r3d ] Page 5
Company
Designer
Job Number
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<Licensed Company>
MattB
Title
Checked By : __________
10/30/2025
7:59:21 AM
RISAFoundation Version 17 [ 2025-1305 Model.r3d ] Page 6
Company
Designer
Job Number
Model Name
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:
:
<Licensed Company>
MattB
Title
Checked By : __________
10/30/2025
7:59:21 AM
RISAFoundation Version 17 [ 2025-1305 Model.r3d ] Page 7
Company
Designer
Job Number
Model Name
:
:
:
:
<Licensed Company>
MattB
Title
Checked By : __________
10/30/2025
7:59:21 AM
RISAFoundation Version 17 [ 2025-1305 Model.r3d ]Page 8
Company
Designer
Job Number
Model Name
:
:
:
:
<Licensed Company>
MattB
Title
Checked By : __________
10/30/2025
7:59:21 AM
RISAFoundation Version 17 [ 2025-1305 Model.r3d ] Page 9
Company
Designer
Job Number
Model Name
:
:
:
:
<Licensed Company>
MattB
Title
Checked By : __________
10/30/2025
7:59:21 AM
RISAFoundation Version 17 [ 2025-1305 Model.r3d ] Page 10
Model Settings
Number of Reported Sections 5
Number of Internal Sections 100
Approximate Mesh Size (in²)24
Maximum Number of Iterations 10
Merge Tolerance (in)0.12
Solver Sparse Accelerated
Coefficient of Friction 0.25
No. of Shear Regions 4
Shear Region Spacing Increment (in)4
Min 1 Bar Dia Spacing for Beams No
Optimize footings for OTM / Sliding Yes
Parme Beta Factor (PCA)0.65
Pile Safety Factor 3
Min % Steel for Pedestal Auto
Concrete Stress Block Rectangular
Concrete Rebar Set ASTM A615
Include WWR No
Concrete Code ACI 318-19
Masonry Code ACI 530-13: ASD
HR Pile Steel Code None
Wood Pile Code None
Mat Slab Design Option Theoretical (Design per Average Steel Area)
Company
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Job Number
Model Name
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:
:
:
<Licensed Company>
MattB
Title
Checked By : __________
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RISAFoundation Version 17 [ 2025-1305 Model.r3d ] Page 11
Concrete Properties
Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] f'c [ksi]Lambda Flex Steel [ksi] Shear Steel [ksi]
1 Conc2500NW 0.15 0.6 0.145 2.5 1 60 60
2 Conc3500NW 3409 1482 0.15 0.6 0.145 3.5 1 60 60
3 Conc4000NW 3644 1584 0.15 0.6 0.145 4 1 60 60
4 Conc3000LW 2085 907 0.15 0.6 0.11 3 0.75 60 60
5 Conc3500LW 2252 979 0.15 0.6 0.11 3.5 0.75 60 60
6 Conc4000LW 2408 1047 0.15 0.6 0.11 4 0.75 60 60
Design Rules - Mat Slab
Label Max Bending ChkMax Shear ChkTop BarBottom BarMin Top Bar Spacing [in] Max Top Bar Spacing [in] Min Bot Bar Spacing [in] Max Bot Bar Spacing [in] Spacing Increment [in]Top Cover [in]Bottom Cover [in]Side Cover [in]Rebar Options
1 Typical 1 1 N/A #3 N/A N/A 18 18 1 1.5 1.5 0 Mid-Depth Only
Slab
Label Thickness [in] Material Local Axis Angle [deg]Analysis Offset [in]Passive Pressure [ksf] Soil Overburden [ksf] Icr Factor
1 S1 4 Conc2500NW 0 0 0 0 0.25
Soil Definitions
Label Layers Subgrade Modulus [k/ft³] Allowable Bearing [ksf] Default
1 Default Single 100 1.5 Yes
Design Strips
Label Rebar Angle from Plan Horizontal (deg) No. of Design Cuts Design Rule
1 DS1 0 50 Typical
2 DS2 90 50 Typical
3 DS3 90 50 Typical
Load Category
Category Node Loads
1 DL 32
2 ELX 18
3 ELZ 26
Load Combination
Label Solve Service Category Factor Category Factor Category Factor
1 Dead Yes Yes DL 1
2 Seismic +X Down Yes Yes DL 1 ELX 0.7 Sds*DL 0.14
3 Seismic -X Down Yes Yes DL 1 ELX -0.7 Sds*DL 0.14
4 Seismic +Z Down Yes Yes DL 1 ELZ 0.7 Sds*DL 0.14
5 Seismic -Z Down Yes Yes DL 1 ELZ -0.7 Sds*DL 0.14
6 Seismic +X Up Yes Yes DL 0.6 ELX 0.7 Sds*DL -0.14
7 Seismic -X Up Yes Yes DL 0.6 ELX -0.7 Sds*DL -0.14
8 Seismic +Z Up Yes Yes DL 0.6 ELZ 0.7 Sds*DL -0.14
9 Seismic -Z Up Yes Yes DL 0.6 ELZ -0.7 Sds*DL -0.14
10 Dead Yes DL 1.4
11 Seismic +X Down Yes DL 1.2 ELX 1 Sds*DL 0.2
12 Seismic -X Down Yes DL 1.2 ELX -1 Sds*DL 0.2
13 Seismic +Z Down Yes DL 1.2 ELZ 1 Sds*DL 0.2
Company
Designer
Job Number
Model Name
:
:
:
:
<Licensed Company>
MattB
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10/30/2025
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RISAFoundation Version 17 [ 2025-1305 Model.r3d ] Page 12
Load Combination (Continued)
Label Solve Service Category Factor Category Factor Category Factor
14 Seismic -Z Down Yes DL 1.2 ELZ -1 Sds*DL 0.2
15 Seismic +X Up Yes DL 0.9 ELX 1 Sds*DL -0.2
16 Seismic -X Up Yes DL 0.9 ELX -1 Sds*DL -0.2
17 Seismic +Z Up Yes DL 0.9 ELZ 1 Sds*DL -0.2
18 Seismic -Z Up Yes DL 0.9 ELZ -1 Sds*DL -0.2
Slab Soil Pressures
LC Label UC Soil Pressure[ksf] Allowable Bearing[ksf] Node
1 1 S1 0.236 0.354 1.5 N16
2 2 S1 0.27 0.405 1.5 N16
3 3 S1 0.27 0.405 1.5 N16
4 4 S1 0.27 0.405 1.5 N16
5 5 S1 0.27 0.405 1.5 N16
6 6 S1 0.108 0.162 1.5 N16
7 7 S1 0.108 0.162 1.5 N16
8 8 S1 0.108 0.162 1.5 N16
9 9 S1 0.108 0.162 1.5 N16
Strip Reinforcing
Label UC Top LC UC Bot LC Bot Bars/Mid BarsGov Design Cut UC BotUC Shear LC Gov Design Cut UC Shear
1 DS1 0.315 11 0.186 11 #3@18in DS1-X19 0.459 11 DS1-X47
2 DS2 0.294 11 0.284 11 #3@18in DS2-X30 0.448 11 DS2-X4
3 DS3 0.294 11 0.284 11 #3@18in DS3-X30 0.448 11 DS3-X4
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
• Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
• Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
• If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
• In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
• Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
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private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
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depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
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industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
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ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
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commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
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in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
2907 Oak Street
Install (1) Empire Mfg. Industrial Oven - Low NOx Batch Oven Model #OEMBCOMPLN-08.5-08-14-TB-LT-8AC
✔
Cynthia Kirchen
714 501-0309 6 30 2025
Santa Ana
CK
CK
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O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City Official Requesting Review: City Reference #: __________________________
City / County: _____________________________________ Date: __________________________________
Contact Name: _____________________________________ E-Mail: __________________________________
Title: _____________________________________ Phone #: _________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County:
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________
Date: _________________________________
OCFA Authorization
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