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HomeMy WebLinkAboutB14-2807• .. �•�'A'Y�i } .. t, j_ at � ij� �'La- d.*{ t`-, �• .i'• �l. f ' � ..'i f, .. t FINISHING -SYSTEMS , _ BUTTE "ta• , . COUNTY, r y_' * •_ • t r Y r,.a� •.� "•DECJ 7 2014 ,, .•..• "^DEVELOPMENT +. SERWCES 2Fz Side Down o -S ra Booth '-Drive-Throw h ' Air Make- Up S stem .. Cure v PERMIT JJ_ BUTTE COUNTY DEVELOPMENT SERVICES .` •' REVIEWED FOR BODE , i-VlP/ LICE DATE . ge.. �� l� �/ BYy Permit Pack Pre aced or: Collision Pj�os'" 2910 Hi hwa 32 :.g y L I. Chico, CA95973 f t, 1 �, AFC Finishing Systems %,' Phone: 800-331-7744- "Built in America - Supported with Integrity" 250.Airport Parkway - Fax: 530-533-0179j Quality Products Since 1967 - OroviIle'. CA 95965 - E-Mail: sales@afe-ca.comt' www.afc-caxom +- • r� PERMIT PACKAGE FOR: Collision Pros 2910 Highway 32, Chico, CA 95973 J . SDDP2814CDT: SIDE DOWNFLO SPRAY BOOTH - ETL LISTED I.S. DIMENSIONS 14'WIDE X 10'HIGH X 28'DEEP O.S. DIMENSIONS 16'4"WIDE X 12'2"HIGH X 28'4"DEEP DRIVE-IN DOORS 2 - SETS OF 10'WIDE X 8'HIGH PRODUCT DOORS ACCESS DOOR 1- TWIDE X THIGH W/ 14" X 18" OBSERVATION WINDOW EXHAUST FAN2 - 25 %" DIA 6 -BLADE 14,000 CFM @ %:" S.P. (7,000 CFMx2) MOTOR 2 - O.T.D.P. 2HP, 230 VAC, 3 PHASE LIGHT FIXTURES 14 - 4 TUBE (56 TOTAL), 120 VOLT, 2- CL 1 DIV 2 EXHAUST CELLS 20 - 20" X 20" WITH 20 FIBERGLASS PAINT ARRESTORS EXHAUST STACK 12'— (6' PER EXHAUST FAN) 25 %" DIA W/ ROOF FLASHINGS & UP -FLOW TYPE WEATHER CAPS W/ BACK DRAFT DAMPER INTAKE FILTERS (12) 36"X 54" LAMINAR III DIFFUSION INTAKE FILTERS ALSO INCLUDES DOOR GASKETS, CAULKING & ASSEMBLY HARDWARE, (1) MANOMETER, (2) DOOR LIMIT SWITCHES, (1) AIR VALVE & PAINTER'S WORK STATION W/ SPRAY GUN RACK AND FOLDING SHELF AMS1000C: AIR MAKE-UP SYSTEM -CURE THIS AIR MAKE-UP SYSTEM IS DESIGNED TO PROVIDE AN 80' TEMP. RISE, ABOVE 0` F, WHILE IN THE PAINT CYCLE. A VARIABLE FREQUENCY DRIVE SLOWS DOWN THE AIR DURING THE CURE CYCLE, PROVIDING A TEMP. RISE OF 140' above 0°. MAINTAINS POSITIVE PRESSURE INSIDE THE PAINT CABIN DURING OPERATION. IT CONSISTS OF: 1- 1,075,000 BTU BURNER 1- 34" DIAMETER INTAKE FAN RATED @ 14,000 CFM 1- 3HP O.T.D.P. 230 VAC, 3 PHASE ; 1- FURNACE SUPPORT PLATFORM 1- PRE -FILTER BOX WITH POLYESTER INTAKE PANEL FILTERS 1- CP3D —CONTROL PANEL WITH DIGITAL THERMOSTAT INCLUDES 6' OF INTAKE DUCT WITH 900 ELBOW AND FLASHING ALSO INCLUDES HIGH TEMP. LIMIT SWITCH, AIR FLOW SWITCH, AND SERVICE DISCONNECT J 1 • � • . �: 'q �i '� � - • -o •,x' � -.. j`a � moi( r r FINISHING SYSTEMS , ;~„ •.� a ..• 1n Y ' ; . � .. � J • • �� e vWn loSpray Booth • Permit Package , t L t ` 1 u,4 ETL CLASSIFIED r (RusSPRAY APPLICATIONUSING FLAMMABLE AND COMBUSTABLE ... r r 53993 MATERIALS ♦ 1' CONFORMS TO NFPA STD 88 AFC Finishing Systems Phone: 800-331-7744 "Built in America -Supported with Integrity" X250 Airport Parkway Fax:,,530-533-0179 Quality Products Since 1967 a Oroville, CA 95965 y r i E -Mail: sales@afc=ca.com " 1 www.afc-ca.com . • -J JF SYSTEMS Letter of Compliance The paint spray booths and mixing rooms manufactured by AFC, Inc., are designed for code approval. Each booth is fabricated from 18 gauge galvanized steel, throughout, to extend normal life expectancy by five times. The galvanized classification of G-90 Zinc Rating is 1.25 ounces per square foot. (ASTM) A527LFQ. All models are manufactured to the standards of the National Board offire Underwriters for spray booths, as recommended by the National Fire Protection Association (NFPA 33, 2003), Occupational Safety and Health . Administration (OSHA) standards, Uniform Fire Code (UFC 1997), article 45, and Environmental Protection Agency (EPA) requirements. Standard components and accessories are available to comply with any special state or local code requirements. Exhaust Fan This fan is equipped with a non -sparking blade that is driven by belts.enclosed in a cylinder. This location of the belts provides maximum protection from the air stream. The motor is located outside of the duct area, and air velocity over the face of the booth has a minimum of 100 LFPM (linear feet per minute). Electric Motor This motor conforms to National Electric Manufacturers Association (NEMA) ratings, Class A or B insulated. (Most government and industry motor standards are based on NEMA). Also, reference Underwriters Laboratories (UL) Listing E, 57948 Leeson Electric Motors. Lights The lights are UL approved (21209) and are mounted and serviced from outside of the booth. Windows are .25 tempered glass, sealed from the inside to insure a vapor proof seal. The same approved lighting fixture is available in an arrangement that may be serviced from the interior of the booth and still maintain the vapor proof characteristic. Valves Interlock conforms to Uniform Fire Code, Section 4502.10.2.2.5. Booths are also equipped with an • electrically operated solenoid air valve that allows the booth to be in use only when the exhaust unit is on. This Booth is Listed under ETL # 53993 Josh Freeman Sales Engineer AFC Finishing Systems AFC, Inc. Phone: 800-331-7744 , "Built in America -Supported with Integrity" 250 Airport Parkway Fax: 530-533-0179 Quality Products Since 1967 Oroville, CA 95965 E -Mail: sales@afc-ca.com www.afc-ca.com • GENERAL SPRAY BOOTIE INFORMATION CONSTRUCTION: AFC spray booths are constructed of l SGA galvanized steel with overlapping/interlocking flanges where the panels are joined. The spray booths are assembled to a self -leveling 14GA galvanized base angle which is secured to the floor. COMPONENT LISTINGS: DESCRIPTION. CATEGORYMODEL NUMBER LISTING SMC Solenoid Valve VXD2140-04N-3CR1 UL listed: 107R Cutler -Hammer Limit Switch, 10316H 1002 UL listed: A162 Power Flame Bruner J30 -A10 UL listed: AN -511474 AFC Heated Air Make-up DFM800R/DFM2000 ETL listed: 569078 . AFC Light Fixtures AFC205 & AFC215 ETL listed: J98013900-003 LDPI Hazardous Location Light rated for class 1. div 2, group A, B, C & D UL listed: 23R6 ETL listed: 5993-213 Dayton Electric Motors UL Component recognition File # E47479 COMPONENT SPECIFICATIONS: E 0 Fans: All fans are equipped with non -sparking blades. The blade is driven by V -belts enclosed in a cylinder for protection from the.air.stream. The motor base is located outside the duct area. Motors: All motors are NEMA rated Class A or Class, B insulated, Open Type Drip Proof supplied for use on 208/230/460VAC, 60Hz, 1 or 3 phase. Lights: All lights are'U.L.,approved. Windows are 1/4" clear, tempered glass, sealed from the inside to insure a vapor -proof seal. Lights are mounted and serviced from the outside of the • spray booth. Optional hinged window assemblies are available to enable servicing from inside the booth. Class 1, Division 2 fixtures are used where required by code. Limit switches: Limits switches are Cutler Hammer, water -tight or hazardous location switches, and are Class 1, division 2, oil -tight, and UL listed. Air flow switch: Air valves are NEIVIA type 1 with enclosed solenoid. 3D-2 air valves by Antunes Controls have maximum operating pressure of 24" water column, maximum pressure surge of 3 PSIG, and ambient temperature range bemeen -20°F to =140°F. Control Panels: All AFC control panels are ETL listed and use U.1— listed components. n u • 0 ETL SEM SCO CERTIFICATION AGREEMENT THIS AGREEMENT made the 24_day of MARCH 2OQ5 by and between INTERTEK TESTING SERVICES NA INC. having offices at 165 Main Street, Cortland, New York ("Intertek") and AFC FINISHING SYSTEMS having offices at (Client Company Name) , 250 AIRPORT PARKWAY OROVILLE, CA. 95965.'.. (Client Company Address) RECITALS ' Intertek provides a -service for evaluating whether products provided by the Client comply with designated standards or specified requirements. Subject to the terms of this Certification Agreement, Products found to be in compliance by Intertek may be eligible for inclusion on a list maintained by Intertekfor Products to display a Certification Mark owned by Intertek. The Client desires to submit or has submitted certain devices, equipment, materials, or systems manufactured by or for the Client to Intertek for evaluation in order that the product may be considered for Listing and Labeling by Intertek. If the submitted product is found to be eligible for Listing, Labeling, and Follow-up Service, this Certification Agreement shall be executed by Intertek and the Client setting forth the terms and conditions to Which the parties hereto must adhere. , NOW THEREFORE, for and in consideration of the mutual covenants herein expressed and other lawful and valuable consideration, the parties hereto agree as follows: 1. DEFINITIONS .1.1 Certification Mark. The term Certification Mark ("Mark") shall refer to any common law or registered trademark owned by Intertek, or its affiliates, used in the certification of Product. 1.2 Factory Audit Manual. The term Factory Audit Manual ("FAM") shall mean the document prepared by Intertek designated as such, which identifies the Client and the Product, and specifies Intertek Requirements for the Product, including the type and form, of Mark which must be used on or in connection with the Product and related information. 1.3 Follow-up Service. The term Follow-up Service shall refer to the process of ensuring continuing conformity of the Product to the Intertek Requirements. 1.4 Intertek Requirements. The term Intertek Requirements shall mean (a) the requirements contained in the FAM, (b) the standard(s), if any, applicable to the Product, (c) the terms of this Certification Agreement, and, (d) any requirements separately applied as a condition of the Listing. 1.5 Labeling. The term Labeling shall refer to the process of applying the Mark to the Product, whether the Mark is applied to the Product by a separable label, directly on the product, or by other media as authorized by Intertek. 1.6 Listing. The term Listing shall mean the process of preparing and including the Product in the published directory of Intertek certified products. 1.7 Product. The term Product ("Product") shall mean a Client's device, equipment, material, or system that has been submitted for testing or evaluation, found to be in compliance with Intertek Requirements and approved for Listing. •WTSIGK July 23, 2003 Intertek Testing Services NA, Inc. ,65 PAain Street. Cortland, NY 13045 Telephone: G07-753•Gi it Fax: 607-7566699 Web: crrnr+.inlerlek-eltseml<o.corn 1 0 CERTIFICATION 2.1 Testing and Evaluation. Intertek is an independent laboratory providing testing and evaluation services to determine whether representative samples of a Product comply with designated national and international standards, specifications, and/or codes. Intertek does not publish standards, specifications, and/or codes, and, therefore, does not warrant to the Client that the standard used for the evaluation is adequate. The Client understands and agrees that Intertek has only tested or evaluated the submitted Product samples and does not guarantee or warrant the quality or compliance of all units of the Product manufactured or produced by the Client. The Client further acknowledges that as an independent laboratory, Intertek assumes no responsibility for the design of the Product. 2.2 Client Obligations._ The Product will not be eligible for Listing if it has been modified or changed by the Client after testing or evaluation. If the Client has modified or changed the Product, it must either obtain the approval of Intertek or discontinue use of the Mark. The Client agrees to notify Intertek in writing of any reports that it receives of serious personal injury or property damage involving the Product. The Client shall notify Intertek of any labeled Product which has left the control of the Client that does not comply with Intertek Requirements. The Client warrants that a quality control program is established and maintained to ensure Product compliance with the Intertek Requirements. • 2.3 Reservation of Rights. Intertek reserves the right, upon reasonable notice to the Client, to re-evaluate the Product. This re-evaluation may be the result of Follow-up Service, a revision of the applicable standard, new information regarding the characteristics of the material used in the Product, or other information that raises a question concerning the conformance of the Product to Intertek Requirements. 2.4 Revision or Withdrawal of the Intertek Requirements. Intertek reserves the right, upon reasonable notice to the Client, to revise or withdraw the Intertek Requirements. If the Intertek Requirements are revised, the Client shall be entitled to continue Listing and Labeling of the Product upon a demonstration to the satisfaction of Intertek that the Product complies with the revised Intertek Requirements. If the Intertek Requirements are withdrawn, the Client's right to the Listing and Labeling of the Product shall terminate pursuant to the terms of Article 6 of this Certification Agreement. In the case of a revision or withdrawal of Intertek Requirements, Intertek shall provide a notice specifying a date by which the Product must meet the revised Intertek Requirements or for such termination. 2.5 Third Parties. The Client agrees that Intertek has entered into a contractual relationship with the Client to perform testing or evaluation services on the Product. Intertek agrees to perform such services with due care. Intertek does not guarantee or warrant that third parties will accept or recognize the results obtained by Intertek or the Intertek certification of'the Product. 3. LISTING AND LABELING 3.1 Ownership of the Mark, Ownership of the Mark and all trademark rights in the Mark remain in Intertek, even if it is used on the Product. The Mark shall only be applied to a Product that complies with the Intertek Requirements and such Mark shall be applied as specified in the FAM. Except as provided herein and as indicated in Paragraph 3.2, any other use of the Mark, or the ,Intertek name, on the Product is expressly prohibited. 3.2 Advertising. Intertek shall allow the Client to refer to Intertek and the Markin advertising and promotional material for the Product, contingent upon the Client obtaining the prior, express, written approval of Intertek. 3.3 Follow-up Service. As a part of the Listing and Labeling of the Product, the Client shall cooperate with the Intertek, representatives who conduct -Follow -,up Service. Follow-up Service may include factory audits at any time during business hours and such Intertek representatives shall have free, unannounced, and immediate access to the Client's premises wherein the Product, or components thereof, may be fabricated, processed, finished, stored, or located. Follow-up Service may also include Client questionnaires, and/or the Client's warranty of conformity. 4. INDEMNIFICATION AND LIABILITY 4.1 Indemnification. The Client agrees to hold Intertek harmless and to defend and indemnify Intertek against any liability, loss,,or damage from claims, demands, costs (including legal fees), or judgments arising out of any negligent or intentional acts of the Client or third parties relating to the Product or arising from the use of the Mark. 2 is 4.2 Liability. Intertek will not, under any circumstances, be liable to the Client for any indirect, special, punitive, orconsequential damages, or any third party.claims which may arise as a result of the services provided in this Certification Agreement. The maximum aggregate liabilityof Interiek for damages in connection with this Certification Agreement shall. not exceed the latest annual fee paid to Intertek by the Client. FAILURE TO COMPLY WITH iNTERTEK REQUIREMENTS 5.1 Remedial Action. In the event that Intertek detects any deviation or variance in the Product from Intertek Requirements, or improper or unauthorized use of the Mark or Intertek name, upon written notice to the Client Intertek reserves the right, in its sole discretion, to take such action as it deems necessary, including but not limited to: (a) Requiring the Client, at its own expense, to undertake corrective action to ensure that the Product complies with Intertek requirements; (b) Suspension or revocation of the Listing and. the right to label the Product; (c) Withdrawal of the supply of labels and removal of the Mark from non -conforming products; (d) Removal of the Product from the Intertek Directory of Listed Products; (e) Termination of this Certification Agreement pursuant to Article 6; (f) Notification of regulatory authorities and the public; (g) Compliance with any applicable statutes, rules,,or regulations. 5.2 Injunctive Relief. The Client acknowledges that the manufacture, sale, delivery, shipment, distribution, or promotion of the Product utilizing a Mark would mislead or endanger the public if such Product is not eligible to use the Mark or does not comply with the Intertek Requirements. The Client further acknowledges that a breach of this Certification Agreement can not be adequately compensated by money damages. The Client agrees that in the event of a breach of the Certification Agreement, Intertek shall have the right to obtain a temporary restraining orderwithout prior -notice to the Client; together with an action for a preliminary and permanent injunction, and such other and further relief as may be provided by law. Said injunction shall prohibit the Client from further use of the Mark and for compliance with the provisions in Article 6.3 of this Certification Agreement. 5.3 Suspension. Upon a Client's failure to comply with any of the requirements of this Certification Agreement or FAM, Intertek may issue a letter of suspension which shall notify the Client of the nature of the failure and the period of suspension of the Client's right of Labeling. In the event that the Client fails to take corrective action to resolve the cause of suspension, this Certification Agreement shall be terminated pursuant to Article 6. 6. TERMINATION OF THE AGREEMENT 6.1 Termination By Either Party. Either party may, for any reason, terminate this Certification Agreement, as to any Product, upon not less than sixty (60) days written notice to the other party. Such notice shall designate a termination date and the notice period shall be deemed to commence upon the date of mailing of the notice to the other party by registered or certified mail, return receipt requested. 6.2 Intertek Right To Terminate. Intertek may terminate this Certification Agreement, as to any Product, without -prejudice to any other rights or remedies that Intertek may have, upon either of the following: (a) Immediately upon written notice, if Intertek determines that the Product fails to comply with . the Intertek.Requiremerits.or the Clientis..imclefault.pursuant to Article 7.3; (b) Thirty (30) days after the Client receives written notice in the event of: (1) the filing of a voluntary or involuntary petition in bankruptcy; (ii) the making of any arrangement or composition with creditors by the Client; (iii) the appointment of a receiver for the Client; or (iv) the voluntary or involuntary liquidation of the business of the Client. 6.3 Client Obligations Upon Termination. Upon termination of this Certification Agreement, the Client shall: (a) Discontinue the use of the Mark on the Product or Client's promotional material or advertising. (b) Promptly return to Intertek all Marks, Labeling material, and the FAM, and warrant in writing the date of last use of the Mark. (c) Continue to honor the terms of Article 4 of this Certification Agreement concerning • indemnification and liability, which terms shall survive the termination of this Certification Agreement (d) Pay any remaining outstanding charges owing to Intertek. 0 l J Intertek Testing Services NA Inc. Report No. 3069024-001 Page 2 Issued: 02/25/05 AFC Finishing Systems Report Composition: Numbering Cover .l Revisions ....... -.._................................................................ Main Report 3-22 ..............---.---................. _­ ...... . Illustrations23-41 .... _.................... _................. _.............................. .............. Markings 8 & 42 Components Requiring Yearly Testing 43-44 .........- .............--......_.............:......_....---......................... 44 Total Number of Pa es Note: When additional pages have bee11 added after issuing, such as `'A" or"- I" pages_ they should be noted in the table above_. � For exainple: main report 1-5.5A, 513, 6-I0, 10-I, 1-1-1.5. REVISION SUMMARY - The following•changes have been made to this Report: Date/Prosect # Project Handler Page Item Description of Change NONE .. NOTE: When 'the Report is first issued, the Revision Page will say "None." under the description of revisions made. . SD 16.3.111b (4110102) Report No. 3069024-001 Page 3 Issued: 02/25/05 AFC Finishing Systems PRODUCT DESCRIPTION PRODUCT COVERED Painting Spray Booths: Side Down Draft, Base Model Number: SDDPxxxxCxx — Side Down Draft Auto size paint spray booth equipped with an intake plenum and includes all accessories for a complete installation. Standard Dimensions: 14' wide x 10' high x 24' deep ID 16' 4" wide x I V I0" high x 24' 2" deep OD The first two set of variables indicate the length of the paint spray booth measured in feet. The second two set of variables indicate the number of light fixtures used. The last two set of variables indicate whether the paint spray booth is a solid back (SB) with one set of doors, or a drive through paint spray booth (DT) with 2 sets of doors. This paint spray booth can be lengthened up to 30' in length using the -standard width and height without altering the ventilation system, Quadraft, Base Model Number: QDPxxxxC..cx — Quadraft Auto size paint spray booth equipped with an intake plenum and includes all accessories for a complete installation. Standard Dimensions: 14' wide x 9' high x 24' deep ID 16'4" wide x 11'6" high x 24'4" deep OD The first two set of variables indicate the length of the paint spray booth measured in feet. The second ttivo set of variables indicate the number of light fixtures used. The last two set of variables indicate whether the paint spray booth is a solid back (SB) with one set of doors, or a drive through paint spray booth (DT) with 2 sets of doors. This paint spray booth can be lengthened up to 30' in length using the standard width and height without altering the ventilation system. PRODUCT DESCRIPTION The products covered by this report are commercial spray paint booths that are intended to be assembled and pennanently installed at the end-users sight. This equipment may vary in airflow type and options. Equipment is for ambient curing only. MODEL SIMILARITY All series models are made of same material with difference size and control panel, motor size, and fighting fixture number might vary. 0 ELECTRICAL RATINGS Product Voltage Current 6reguency Phase SDDPxxxxCxx (2 hp ex) 230 V 26.94 amps 60 Hz 3 SDDPxxxxCxx (2 hp ex) 230 V 40.58 amps 60 ffz I SDDPxxxxCxx (3 hp ex) 230 V 33.24'amps 60 Hz 3 SDDPxxxxCxx (3 hp ex) 230 V 51.83 amps 60 Hz I SDDPxxx.xCxx (2 hp ex) 460/277 V 14.37 amps 60 Hz 3 SDDPxxxxCxx (3 lip ex) 460/277 V 17.52 amps 60 Hz 3 QDPxxxxCx.x 230 V 34.7 amps 60 Hz 3 QDPxxxxCxx 230 V 53.41 amps 60 Hz 1 QDPxxxxCxx 460/277 V 17.25 amps 60 Hz 3 41 SD 16.3.10b(911W-) Report No. 3069024-001 Page 4 Issued: 02/25/05 AFC Finishing Systems TEST PERFORMANCE NO. l A representative sample of the product was tested in accordance with the Standard for Spray Application, Using Flammable or Combustible Materials (NFPA 33 —2003). The following test(s) were performed: Test Description NFPA 33 - 2003 Ventilation Airflow Test 7.2 The following test(s) were performed accordance with the Standard for Life Safety Code (NFPA 101 - 1997): Test Description NFPA 101 Force for Door Open Test 5.2.1.4 EK7� SD 16.3. 10b (9/10/02) . • ' ReportNo. 3069024-001 Page 5 Issued:,02/25/05 AFC Finishing Systems CONCLUSION A representative sample of the product covered by this report has been evaluated to the applicable requirements oftlie Standard for Spray Application Using Flammable or Combustible Materials (NFPA 33 2003). Report prepared by: Re ort reviewed/approved by: J) hen9 Jay Kogoma Engineering Team Leader Engineering Manager sn 1e.3. iae (enom) 14'-0" FC771 11'-10" Nil 8'-O„ U::� 4- ^^ 24'-4" SIDE VIEW 11'-10" 10'-0" FRONT VIEW �----- 10' _0" 14'-0" 16'-4" • • r 0 STANDARD BOOTH INFORMATION: 0 025 1/2" EXHAUST FAN EXHAUST DISCHARGE POINT 72" MIN. ABOVE ROOF RAINGUARD & ROOF FLASHING 025 1/2" DUCT FAN & MOTOR CONVERTER BOX UNIT IS SHOWN WITH STANDARD SOLID DRIVE-IN DOOR. OPTIONAL WINDOWED DOOR OR BI -FOLD WINDOWED DOOR ALSO AVAILABLE. PLAN VIEW 1 DIVISION 2 LIGHT FIXTURE INSIDE DEPTH OUTSIDE DEPTH AFC 205 STANDARD LIGHT FIXTURES INSIDE WIDTH DOOR OUTSIDE WIDTH WIDTH r MAN ACCESS DOOR AFC 205 STANDARD 025 1/2" FAN WITH LIGHT FIXTURES OUTSIDE HEIGHT DOOR WIDTH FRONT ELEVATION --- INSIDE WIDTH OUTSIDE WIDTH ALL PANELS ARE CONSTRUCTED OF 18GA (0.0478") GALVANIZED STEEL ALL ANGLES ARE CONSTRUCTED OF 14GA (0.07471 GALVANIZED STEEL WHEN REQUIRED, SUPPORT STRUCTURES (C—CHANNELS, I—BEAMS, & T'S) ARE CONSTRUCTED OF 12GA (0.1046°) GALVANIZED STEEL UNLESS STATED OTHERWISE. AFC SPRAY BOOTHS ARE CONSTRUCTED TO THE STANDARDS OF THE NATIONAL FIRE PROTECTION AGENCY (NFPA-33, NFPA-70, NEPA-66, NFPA-91, NFPA-101), OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION 29CR 1910, 1910.107), BOCA (NATIONAL 7AND ENVIRONMENTALFPROTECTIOPREVENTION NATIONAL BUILDING CODE, & AGENCY (EPA). FINAL ASSEMBLY AND INSTALLATION, WIRING, AND FIRE SUPPRESSION ARE DONE BY OTHERS (NOT AFC) AND MUST BE DONE IN ACCORDANCE WITH NATIONAL SAFETY CODES UNLESS SAY OTHERWISE BY LOCAL AUTHORITY 0 SIDE ELEVATION OUTSIDE DIMENSION 16'4°w x 24'2°d x 11'10°h INSIDE DIMENSION 14'O°w x 24'0°d x 10'0'h ACCESS DOORS 36°w x 840h WITH 18°w x 14°h WINDOW DRIVE—IN DOORS AIR MAKE—UP 11'0°w x 8'0°h, OPTIONAL HEATED AIR MAKE—UP SYSTEM '• DRIV -IN AIR FLOW 14,000 CFM DOORS::::.. BASEMENT NONE REQUIRED EXHAUST DISCHARGE POINT 72" MIN. ABOVE ROOF RAINGUARD & ROOF FLASHING 025 1/2" DUCT FAN & MOTOR CONVERTER BOX UNIT IS SHOWN WITH STANDARD SOLID DRIVE-IN DOOR. OPTIONAL WINDOWED DOOR OR BI -FOLD WINDOWED DOOR ALSO AVAILABLE. PLAN VIEW 1 DIVISION 2 LIGHT FIXTURE INSIDE DEPTH OUTSIDE DEPTH AFC 205 STANDARD LIGHT FIXTURES INSIDE WIDTH DOOR OUTSIDE WIDTH WIDTH r MAN ACCESS DOOR AFC 205 STANDARD 025 1/2" FAN WITH LIGHT FIXTURES OUTSIDE HEIGHT DOOR WIDTH FRONT ELEVATION --- INSIDE WIDTH OUTSIDE WIDTH ALL PANELS ARE CONSTRUCTED OF 18GA (0.0478") GALVANIZED STEEL ALL ANGLES ARE CONSTRUCTED OF 14GA (0.07471 GALVANIZED STEEL WHEN REQUIRED, SUPPORT STRUCTURES (C—CHANNELS, I—BEAMS, & T'S) ARE CONSTRUCTED OF 12GA (0.1046°) GALVANIZED STEEL UNLESS STATED OTHERWISE. AFC SPRAY BOOTHS ARE CONSTRUCTED TO THE STANDARDS OF THE NATIONAL FIRE PROTECTION AGENCY (NFPA-33, NFPA-70, NEPA-66, NFPA-91, NFPA-101), OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION 29CR 1910, 1910.107), BOCA (NATIONAL 7AND ENVIRONMENTALFPROTECTIOPREVENTION NATIONAL BUILDING CODE, & AGENCY (EPA). FINAL ASSEMBLY AND INSTALLATION, WIRING, AND FIRE SUPPRESSION ARE DONE BY OTHERS (NOT AFC) AND MUST BE DONE IN ACCORDANCE WITH NATIONAL SAFETY CODES UNLESS SAY OTHERWISE BY LOCAL AUTHORITY 0 SIDE ELEVATION � NC FMU t1 nAOM t9�RR:ION CAPTo OPT-OPTIONAL taro nit tart ,n to I . ® r RAiNCUARD ROOF f1ASKNC l ) +�efJO 0-te tNt M1E10 MODEL: SDD-2412H. M SPACDIO FOR OPT-OP1104AL S SECTION. OUP-RDw F/wOPr OAUPER CAP o D 0 D OB 75 1/7VI4S110K SECTION O RNNCW70 NOTE START A95EUBLr AT REAR tCLLL 61 WORK04 TOAMD5 FRONT OF BOOTH. e5 ROOF FLASHING 04 _ es 71 / 77 6'-0- 7a Ie 14'-0' INSIDE NORKPIC =010N p•_Tf•� j(-�',' I6'-4' OIrtSmE A4m8lCD 1 tY. 7D � SII 8 1aGA CALVAN17EO STEEL CONSTRUCTION. SIDE DOWN DRAFT SPRAY BOOTH MODEL: SDD-2412H. TMC'.L LICNL'A55EMBLY AIR FILTRATION CO., INC "'�250 AIRPORT PARKWAY OROVJLLE, CA 95965 Twn� ctvmn•iiY. 1-800-331-7744 DRAWN BY IDWG N0. I REV JDD I SDD2412-A-FAX.DWG SCALE 1/8"=1' 1 DATE 02.02-00 1 SHEET 0 ! • r� u KWE W13RXM VAIIE71510N: wum: I4'-0' STACK O HEICNR lo' -0' STACK DEPnt 74'-D' WITH an ooDR OuMDE 0111EN510N5: IYUK, 11. NPC1R: 11'-10' O -1=V1NP Iomm 7A'-0' EILCTRIC MOTOR DRNE-M DOOR CLEPA OPEnEEOI ttOTM V -D' NEP(T: Y -Y 1/2' MODEL: SDD-2412H. M SPACDIO FOR OPT-OP1104AL S SECTION. OUP-RDw F/wOPr OAUPER CAP o D 0 D OB 75 1/7VI4S110K SECTION O RNNCW70 NOTE START A95EUBLr AT REAR tCLLL 61 WORK04 TOAMD5 FRONT OF BOOTH. e5 ROOF FLASHING 04 _ es 71 / 77 6'-0- 7a Ie 14'-0' INSIDE NORKPIC =010N p•_Tf•� j(-�',' I6'-4' OIrtSmE A4m8lCD 1 tY. 7D � SII 8 1aGA CALVAN17EO STEEL CONSTRUCTION. SIDE DOWN DRAFT SPRAY BOOTH MODEL: SDD-2412H. TMC'.L LICNL'A55EMBLY AIR FILTRATION CO., INC "'�250 AIRPORT PARKWAY OROVJLLE, CA 95965 Twn� ctvmn•iiY. 1-800-331-7744 DRAWN BY IDWG N0. I REV JDD I SDD2412-A-FAX.DWG SCALE 1/8"=1' 1 DATE 02.02-00 1 SHEET 0 ! • r� u i i • SIDE DOWNFLO SPRAY BOOTH STANDARD BOOTH INFORMATION: T OUTSIDE DIMENSION 16'4'w x 24'2'd x 11'10"h INSIDE DIMENSION 14'0"w x 24'0'd x 10'0"h ACCESS DOORS 36"w x 84"h WITH 18"w x 14"h WINDOW DRIVE—IN DOORS 10'0"w x 8'0"h AIR MAKE—UP OPTIONAL HEATED AIR MAKE—UP SYSTEM AIR FLOW 14,000 CFM BASEMENT NONE REQUIRED NOTE: ACTUAL BOOTH, IF NON STANDARD WILL VARY SLIGHTLY FROM ABOVE INFORMATION. PLEASE TOP VIEW REFER TO BOOTH BRIEF OR QUOTE FOR SPECIFIC INFORMATION. EXHAUST STACK 18 GA 0.0478") GALVANIZED STEEL (ASTM) HDGL CQ/LFQ A653 G90 RS G-90 ZINC RATING OF 1.25 OZ PER SQUARE FOOT. EXHAUST DISCHARGE POINT STANDARD AFC205 LIGHT UP—FLOW CANOPY DAMPER CAP 024" EXHAUST STACK � - 024" ROOF FLASHING EXISTING ROOF DOOR WIDTH I —II' I �— INSIDE WIDTH OUTSIDE WIDTH FRONT VIEW ALL PANELS ARE CONSTRUCTED OF IBCA (0.04781 GALVANIZED STEEL ALL ANGLES ARE CONSTRUCTED OF 14CA (0.07471 GALVANIZED STEEL. WHEN REQUIRED, SUPPORT STRUCTURES (C—CHANNELS, I—BEAMS, 8t TS) ARE CONSTRUCTED OF 12GA (0.1048' GALVANIZED STEEL UNLESS STATED OTHERWISE AFC SPRAY BOOTHS ARE CONSTRUCTED TO THE STANDARDS OF THE NATIONAL FIRE PROTECTION AGENCY (NFPA-33), OCCUPATIONAL Drawn by: HEALTH AND SAFETY ADMINISTRATION (OHSA), AND ENVIRONMENTAL PROTECTION AGENCY (EPA). FINAL ASSEMBLY AND INSTALLATION, WIRING, AND FIRE SUPPRESSION ARE DONE BY OTHERS (NOT AFC) AND MUST BE DONE IN Daie: ACCORDANCE WITH NATIONAL SAFETY CODES UNLESS SAY OTHERWISE BY LOCAL AUTHORITY HAVING JURISDICTION. 5�25�0 OUTSIDE DEPTH — INSIDE DEPTH — AFC 215 - HAZARDOUS LOCATION LIGHT FIXTURE 72” MIN. INSIDE DEPTH I SIDE VIEW OUTSIDE DEPTH -AIR FILTRATION CO., INC rNidrawinglslhepropertyar AR: Inc end Is nut to M used 250 AIRPORT PARKWAY. OROVILLE, CA 95965 unless In @red cmutm wxh (800) 331-1144 (530) 533.0179 (FAX) AFC, ht. All d2htresaned. Dwg Na: Rev: SDDxxxxE scale: 1/8„_1,_0„ Sheat• 1'-8.1 PLENUM CHAMBER WITH AIR DISPERSERS PANELS TEK SCREW PERFORATED SIDE PANEL FLANGES PART 64 TO ROOF PANELS TYPICAL 18" ON CENTERS. TEK SCREW PERFORATED BOTTOM PANELS PART 65 TO BOTTOM OF PERFORATED SIDE PANEL PART 64 AND TEK SCREW 1" FLANGE ON EACH ENO OF BOTTOM PANELS. PART 64 PERFORATED SIDE PANEL ARE 30" IN FROM SIDES OF PLENUM. t ENTRY HOLE TO BE CUT IN FIELD 18'X60" AT TOP OF FRONT OR REAR PLENUM PANEL 10 -0" 1 5'-0.. / 1 llR 5cA TEK %4w END OF PLENEM ENTRY 0 0 0 9 p 'PLENUM'CHAMBER WITH AIR DISPERSERS PANELS TEK SCREW PERFORATED SIDE PANEL FLANGES PART 54 TO'RDOF PANELS TYPICAL 18" ON CENTERS. TEK SCREW PERFORATED BOTTOM PANELS PART 65 TO BOTTOM OF PERFORATED SAE PANEL PART 64 AND TEK SCREW 1" FLANGE ON EACH END OF BOTTOM PANELS. - — 1.-4., �/ qq ENTRY HOLE TO BE CUT IN FIELD WHO" AT TOP OF SIDE PLENUM PANEL �/- _ I TEX Su >� ra sero /-' ID(SCREW . tiX •• EEKN / - svaW — ' LEX BMW ttA BMW . SIDE OF PLENEM ENTRY 2'-6" AFC FINISHING SYSTEMS This drawing is InepmpertyofAFC PART 64 PERFORATED SIDE PANEL ARE 30' IN FROM SIDES OF PLENUM. Flnlshing Systems and is aaE to be used a. n1!��lrG^Ail 1cn AIODROT ONUIV nnnEEu 1 F fA 05065 — ------------------------ ... _ ..__._......_...... �- 14x�ORILL& ROOF PANEL TAP SCREWS 2500 TYP. - 24" x 120" HEX WASHER 1" -� 18CA GALVANIZED STEEL FROM ENDS, 240 ON --- CENTER . PLENUM PANELi . - 14 x 3/4 TYP. - 20" x' 120" DRILL & TAP SCREWS 18GA GALVANIZED STEEL i 2500 HEX WASHER i MIN. 2 PER ROOF PANEL PLENUM TO ROOF CONNECTION DETAIL PLENUM PANEL TYP. - 20" x 120" 114 - 14 x 3/4 18GA GALVANIZED STEEL INTAKE, ALTER CELL BANK TYP. - 40" x 120" 18GA GALVANIZED STEEL HIP PANEL TYP. - 34" x 120 18GA GALVANIZED STEEL HIP TO PLENUM CONNECTION DETAIL / DRILL & TAP SCREWS 2500 HEX WASHER 24" ON CENTER i HIP PANEL ANGLE TYP: 2" x 2" x 34" 45' NOTCH ONE SIDE 14GA GALVANIZED STEEL 0 i 0 • Clm r - 24" TUBE -AXIAL FAN, 7;000 CFM@ 1 /2"STATIC PRESSURE _ 10 GAGE STEEL MOTOR-NIOUNT BRACKET, 3/4" STEEL -ROUND ROD PIVOT SHAFT . 16 GAGE STEEL BELT TUBE 2,1 2HP GE ELECTRIC MOTOR 230/460 VOLTS FnHZ a , 10 GAGE STEEL MOUNTING BRACKET 25 1/2" I" TGP SHAFT 3/16"STEEL RING 17 1 /2° .............. ................. 16" ...-........ ......... MOTOR SHEAVE TWO GROOVE BROWNING BELT FAN SHEAVE TWO GROOVE 3/16" STEEL RING BROWNING BEARING PILLOW BLOCK ' z16 GAGE STEEL LII\ER AIR FILTRATION CO., INC 2.50 AIRPORT PARKA'AY OROVILLE, CA 95965 1-800-331-7744 DRAWN BY DWG N0. REV IDD ' FAN-24.DWG SCALE 12 DATE 02-03-00 SHEET TYPICAL 25 1/2"EXHAUST STACK SECTION ASSEMBLY (DETAIL OF BOOTH EXHAUST STACK TOWER) EXHAUST DISCHARGE POINT UP -FLOW CANOPY DAMPER CAP 25 1/2" DIA. STACK SECTION RAINGUARD ROOF FLASHING 25 1/2- DIA. STACK SECTION STACK SECTION WITH CLEANOUT DOOR 25 1/2" EXHAUST FAN & MOTOR FROM SPRAY BOOTH EXHAUST, DISCHARGE POINT UP -FLOW CANOPY DAMPER CAP STACK WITH CLEANOUT DOOR 25 1/2" EXHAUST FAN & MOTOR 25 1/2- DIA STACKRING RAINGUARD ROOF FLASHING 25 1/2" DIA_ STACK SECTION 25 1/2" DIA. STACK SECTION 25 1/2" DEA. STACKRING Ll FROM SPRAY BOOTH 0 0 31 1 /2"DIA. ROOF FLASHING SAME AS ROOF. PENETRATION ' HOLE. EXHAUST STACK ROOF PENETRATION DRAWING. 25 1 /2"DIA: EXHAUST- STACK SECTION. NOTE: THREE INCH CLEARANCE AROUND EXHAUST STACK OR DUCT. TOP VIEW 18GA ROOF FLASHING 25 1/2" 25 1'/2"DIA. 20GA ,STACK SECTION RAINGUARD r 9 1 /2' _ ROOF FLASHING •'+ ROOF OUTSIDE 48". 36" •8" NON COMBUSTIBLE ROOF CEILING INSIDE 31 1/2 _ STDE VIEWal 40'DIA.t ROOFn FLASHING SAME AS* ROOF PENETRATION! HOLE.• 34"DIA. EXHAUST. STACK SECTION. wlTOP, VIEW `18GA ROOF FLASHING ' ,I' , 34"` . 34"DIA. 18GA STACK- SECTION - f. .. • t s` RAINGUARD _ ? a ROOF.,, FLASHING 9. 1 2.. r Y :. r / / . • - ROOF OUTSIDE , ` • `. ' . 48" — 3 6".- f :. NON COMBUSTIBLE ROOF ' CEILING INSIDE 40" .` SIDE VIEW 53" NOTE: THREE INCH MiMMUTvI AIR SPACE BETWEEN EXHAUST STACK OR DUCT AND ROOF . " NOTE: EXHAUST STACK OR DUCT MUST EXTEND A MTNLMUM OF 72" ABOVE ROOF. . m EXHAUST'STACK ROOF PENETRATION DETAIL NOTE: THREE INCH CLEARANCE AROUND EXHAUST STACK OR DUCT. STACK OR DUCT MUST EXTEND A MINIMUM OF 72" ABOVE ROOF.' ROOF PENETRATION. HOLE TYP. 3" -CLEARANCE FROM =STACK . -ROOF FLASHING' EXHAUST' STACK (DUCT) - TYP.: "12" DIA.' =— 22GA B ,TOP VIEW •18" DIA. • -- 20CA 25.5 DIA.', -- 20GA - 34 DIA. -- 18CA ` 42"' DIA. -- 1'8GA F; STACK . SECTION RAIN - GUARD r : . -ROOF FLASHING ROOF r . ` 2'-10 g2 SIDE VIEW, - FLASHING DIMENSION (ALL UNITS IN INCHES):: - AIR -FILTRATION CO. INC fiisdraringis(he pmpenyaf AFC, Inc, and Is net to be used 250 AIRPORT -PARKWAY, OROYILLE; CA 95965 -unlessindirectconnectionwith ,.rsw�ne (800),3314744. (530) 533-0179 (FAX), AFC,inc. AN right reserved. 'r Drown by: Dwg No: Rev: JDD -ROOF FLASHING -1 °°ieb 09' 02 Scale: -. 3/4"-1, _O„ snee D Z B 2 2 32 __18 40 •, -f 40 251/2 48 -48 34 531.48 421 641 64 0 • 0 -0 !'25 1 /2"DIA. UP -FLOW CANOPY DAMPER CAP } r WEIGHT: 52 LBS _- 51.5000" --� 25.5000'} �-- t 2-.0000" • - \ � 18 GAGE 21.0000" AIR FILTRATION CO., INC This drawing is the property usof AFC, Inc. and is not toobeDe used 250 AIRPORT PARKWAY, OROVILLE, CA 95965 unless In direct connection with ?�V*XV06 (800) 331-774L (530) 533.0179 (FAX) AFCjnr. All right reserved. Drawn by: Dwg No: Rev: JDD 24 -DIA -UP -FLOW -CAP Dote:03-09-01 Scole: 1/2"= I, Sheet: 25 1/2" IIIA. EXHAUST TOWER TYPICAL ROOF PENETRATION' 18GA GALVANIZED STEEL 235 1/2"DIA.EXHAUST STACK 25 1/2"DIA. RAII\GUARD 27 1/2"DIA. RAINGUARD 3 I 1 /2"DIA. ROOF FLASHING � 1/2" EXT PLYWOOD 2"X6" WOOD JOIST STEEL WITHvERAL WOOL VIZED STEEL RUST STACK (DETAIL OF BOOTH EXHAUST STACK) EXHAUST DISCHARGE POINT MINIMUIM OF 72"ABOVE ROOF. UP-FLOIAT CANOPY DAMPER CAP 18GA GALVANIZED STEEL 25 1/2"DIA.EXHAUST STACK 22GA GALVANIZED ONE INCH THICK MIN I8GA GALVA 25 1/2"DIA.EXH TO BOOTH t , 24" O.C. 1"NiI1TERAI_ WOOL COLLAR 18"ABOVE AND BELOW ROOF PENETRATION COLLAR IS TO HAVE 18" CLEARANCE FRO`'I COMBUSTIBLE i�tATERIALS A • A • 0 1 L�m EXHAUST TOWER TYPICAL ROOF PENETRATION UP -FLOW CANOPY DAMPER CAP EXHAUST DISCHARGE POINT MINIMUM OF 72" ABOVE ROOF i•1!..........._. ..............................1 ................................ EXHAUST STACK SECTION RAINGUARD ROOF FLASHING MINERAL WOOL COLLAR EXHAUST, STACK SECTION ........................................ .... ................................ ........... 1/2"EXT PLYWOOD 2"X6"WOOD JOIST 24"O.C. 7 .................................. 1" MINERAL WOOL COLLAR 18" ABOVE AND BELOW ROOF PENETRATION. COLLAR IS TO HAVE 18" I.. .CLEARANCE FROM .......................................... COMBUSTIBLE MATERIALS. TO BOOTH (DETAIL OF BOOTH EXHAUST STACK) "a"4v ts ft pop" of AIR FILTRATION CO., INC AFr, Um aW Is nd to be used 250 AIRPORT PARKWAY, OROVILLE, CA 95965 unless In cilred mnnectim with0(800) 331-7744 (530) 533-0179 (FAX) AM, hc An rIght repwvvd. Drawn by: Dwg No: Rev: JDD ROOF—PENETRATION—AND—STACK-1 Date: 01/17/02 Scale: 1/2„_ 1, 34" TUBE -AXIAL FAN 14,000 TO 18,500 CFM@1/2"STATIC PRESSURE NON SPARKING BLADES 37" 34" 1 G 10 GAGE STEEL MOTOR -MOUNT BRACKET 3/4" STEEL-ROUINTD ROD PIVOT SHAFT 16 GAGE STEEL BELT TUBE N T 5HP GE ELECTRIC NIOTOR 230/460 VOLTS 60HZ - 10GAGE STEEL NIOUNTING BRACKET TYPICAL: 3-PHASE 34" 1" TGP SHAFT 3/ 16"STEEL RING \ 17 1/2" 16" ISI Z--3/ 16" STEEL RING MOTOR SHEAVE TWO GROOVE BROWNING BELT BROWNING BEARING PILLOW BLOCK FAN SHEAVE TWO GROOVE 16 GAGE STEEL LIINTER 0 • J • i J TYPICAL 34" EXHAUST STACK SECTION ASSEMBLY ( DETAIL OF BOOTH EXHAUST STACK TOWER) EXHAUST DISCHARGE POINT EXHAUST DISCHARGE POINT UP—FLOW CANOPY DAMPER CAP UP—FLOW CANOPY DAMPER CAP 34" DIA. STACK SECTION _ STACK WITH CLEANOUT DOOR RAINGUARD 34" EXHAUST FAN & MOTOR ROOF FLASHING 34" DIA STACKRING RAINGUARD 34" DIA. STACK SECTION /— ROOF FLASHING 'STACK SECTION WITH. CLEANOUT DOOR 34" DIA. STACK SECTION 34" EXHAUST FAN & MOTOR — 34" DIA, STACK SECTION 34" DIA. STACKRING FROM SPRAY BOOTH FROM SPRAY BOOTH I s - I 0 TYPICAL ROOF PENETRATION NOTE: DUCT MATERIAL AND TERMINATION POINT AS TO UNIFORM FIRE CODE SECTION 4502.5.5 (MATERIAL) OF EXHAUST DUCTWORK IS 18 GAGE GALVANIZED STEEL (ASTM)A653LFO G-90 TERMINATION POINT OF EXHAUST DUCTS DISCHARGING TO TO ATMOSPHERE: MINIMUM OF 30 FEET FROM PROPERTY LINE. 10 FEET FROM OPENINGS INTO BUILDING. 6 FEET FROM EXTERIOR WALL OR ROOFS. EXHAUST DISCHARGE POINT r, u HIP PANEL TYP. — 34" x 120" 1 8G GALVANIZED STEEL 1/4 — ' 14 x 3/4 1/4 — 14 x 3/4 DRILL & TAP SCREW DRILL & TAP SCREW 2500 HEX WASHER 2500 HEX WASHERBOOTH INTERIOR ' 24" ON CENTER AT LEAST 2 PER VERTICAL PANEL 1 I i TIE—IN TYP. -2" x 2 ANGLE ' x 120 I i BOOTH EXTERIOR 14GA GALVANIZED STEEL VERTICAL WALL PANEL ' _I TYP. — 24"'x 96" 18CA GALVANIZED STEEL ' VERTICAL TO HIP CONNECTION DETAIL ti AIR FILTRATION CO., INC This &M'Visftp°pe'"of, J 250 AIRPORT PARKWAY, OROYILLE, CA 95965 's mt to be used .. �►�� (600) 331-7744 (530) 533-0179 (FAX) Af�yht r, n'' served Drawn by. Owg No: Rear. Y T BOOTH—DETAILS01 Date: 4/30/0 1 s'id 1=2 sneer 1 OF 2 1 DRILL & TAP SCREW 2500 HEX WASHER 1/4 — 14 x 3/4 PANEL A 18GA GALVANIZED STEEL, CQ/LFQ A653 . SH A40 NCT, G-90 RATING OF 1.25 OZ PER SQUARE FOOT — PANEL 8 Q 1 BGA GALVANIZED 2 STEEL, CQ/LFQ A653 SH AM NCT, G-90 RATING OF 1.25 OZ PER SQUARE FOOT TYPICAL PANEL WIDTH TYPICAL INTERLOCKING CONNECTION DETAIL DRILL do TAP SCREW 2500 HEX WASHER 1/4 — 14 x 3/4 _ PANEL A 18GA GALVANIZED STEEL, CQ/LFQ A653 SH A40 NCT, G-90 RATING OF 1.25 OZ PER SQUARE FOOT PANEL 8ISGA GALVANIZEDCiSTEEL. CQ/LF 0 A653 .SSH A40 NCT, G-90 �iRATING OF 1.25 OZ �iPER SQUARE FOOT ii �i TYPICAL PANEL WIDTH —� TYPICAL COMPANION CONNECTION DETAIL 1K] 0 0 i r w TYPICAL ANCHOR SPACING IS 24" ON CENTERS BASE ANGLE WEDGE ANCHOR DETAIL 2 • BOOTH EXTERIOR j j BOOTH .INTERIOR + I VERTICAL WALL PANEL I I TYP. - 24" x 96" I I 18GA GALVANIZED STEEL' I I T BASE ANGLE I 1 `I TYP. - 2" x 2" x 120" I 114GA GALVANIZED STEEL MINIMUM 3000 PSI CONCRETE I 1 I I I I 1/4 - 14 x DRILL & TAP 3/4 SCREW CONCRETE FLOOR 1 I 2500 HEX WASHER 1 1 AT LEAST 2 PER I VERTICAL PANEL fft .I I I I C a Q a d 4 Q d d aQ O d d Q d d � Q d v Q 4 d d d Q , d Q a RED HEAD TRUBOLT WEDGE ANCHOR ANCHOR DIA: 3/8" MINIMUM EMBEDMENT DEPTH: 2" r d STEEL STRENGTH (TENSION) 4,200 LBS STEEL STRENGTH (SHEAR) 1,830 LBS (FOR SEISMIC LOADS=1,545) TENSION AND SHEAR VALUES (lbs/kn) in concrete ICC EVALUATION SERVICE, INC—# ESR -2427 d S/ a 'd O d v OFESS/ MINIMUM 3000 PSI CONCRETE_ oFR QNB 4" MINIMUM CONCRETE SLAB THICKNESS KO CO sy2��y C 58539 AFC FINISHING SYSTEMS mrdaft bftI. petyalAX EXP. I 250 AOi M PKWY. OROYILtZ CA 95965 Wdmb��meoedon. bAM ,4 (800) 331-7746 (530) 533-0119 (FA* sY s w4fta- 0 CA``F�Q�� Drawn bY. Dwg No: Rev. JOD NEW ANCHOR—DETAIL /(tD 2�0/ Date: 06/10/13 Tale: - Sheet No � mz r RED HEAD CONSubmittal Information ' CIPE7EANCNON/N6SPEC/AL/S1S Trubolt Wedge SPECIFIED FOR ANCHORAGE INTO CONCRETE Trubolt Wedge anchors feature a stainless steel expansion clip, threaded stud body, nut and washer. Anchor bodies are made of plated carbon steel, hot -dipped galvanized carbon steel, type 304 stainless steel or type 316 stainless steel as identified in the drawings or other notations. The exposed end of the anchor is stamped to identify anchor length. Stampings should be preserved during installation for any subsequent embedment verification. Use carbide tipped hammer drill bits made in accordance with ANSI 8212.15-1994 to install anchors. Anchors are tested to ACI 355.2 and ICC -ES AC193. Anchors are -listed by the following agencies as required by the local building code: ICC -ES, UL, FM, City of Los Angeles, California State Fire Marshal and Caltrans. See pages 42-43 for performance values in accordance to 2006 IBC. APPROVALS/LISTING'S Trubolf Wedge Anchors . ICC Evaluation Service, Inc. # ESR -2251 - Category 1 performance rating - 2006 IBC compliant - Meets ACI 318 ductility requirements - Tested in accordance with ACI 355.2 and ICC -ES AC193 , - For use in seismic zones A & B -1/4", 3/8" & 1/2" diameter anchors listed in ESR -2251 Underwriters Laboratories Factory Mutual City of Los Angeles - #RR2748 California State Fire Marshall Caltrans Meets or exceeds U.S. Government G.S.A. Specification A -A -1923A Type 4 (formerlyGSA: FF -S-325 Group II, Type 4, Class 1) INSTALLATION STEPS LENGTH INDICATION CODE * CODE . Select a carbide drill bit with a diameter equal CODE LENGTH OF ANCHOR to the anchor diameter. Drill hole to any depth o. o: (38.1 < 50.8) exceeding the desired embedment. See chart .,o' •goo: for minimumrecommended embedment. 8 2 < 2-1/2 a'. L 7 < 7-1/2 2. Clean hole or continue drilling additional depth to C accommodate drill fines. (63.5 < 76.2) oo 7-1/2 < 8 :o ooD D. 3 < 3-1/2 (76.2 < 88.9) N 8 < 8-1/2 (203.2 < 215.9) E 3-1/2 < 4 (88.9 < 101.6) 3. Assemble washer and nut, leaving nut flush with 8-1/2 < 9 (215.9 < 228.6) end of anchor to protect threads. Drive anchor 4<4-1/2 (101.6<114.3) through material to be fastened until washer is 9<9-1/2 flush to surface of material. G 4-1/2 < 5 (114.3 < 127.0) 4. Expand anchor by tightening nut 3-5 turns past 9.1/2 < 10 (241.3 < 254.0) the hand tight position, or to the specified torque 5 < 5-1/2 requirement. R 10 < 11 :oa o` `f oa •o " ONLY FOR USE IN CONCRETRE- 5-1/2 < 6 LENGTH INDICATION CODE * CODE LENGTH OF ANCHOR CODE LENGTH OF ANCHOR A 1-1/2 < 2 (38.1 < 50.8) K 6-1/2 < 7 (165.1 < 171.8) 8 2 < 2-1/2 (50.8 < 63.5) L 7 < 7-1/2 (177.8 < 190.5) C 2-1/2 < 3 (63.5 < 76.2) M 7-1/2 < 8 (190.5 < 203.2) D 3 < 3-1/2 (76.2 < 88.9) N 8 < 8-1/2 (203.2 < 215.9) E 3-1/2 < 4 (88.9 < 101.6) 0 8-1/2 < 9 (215.9 < 228.6) F 4<4-1/2 (101.6<114.3) P 9<9-1/2 (228.6<241.3) G 4-1/2 < 5 (114.3 < 127.0) 0 9.1/2 < 10 (241.3 < 254.0) H 5 < 5-1/2 (127.0 < 139.7) R 10 < 11 (234.0 < 279.4) 1 5-1/2 < 6 (139.7 < 152.4) 5 11 < 12 (279.4 < 304.8) L 6 < 6-1/2 (152.4 < 165.1) T 12 < 13 (304.8 < 330.2) 'Located on top of anchor for easy inspection. 1TW RW 02/12 1-800-899-7890 40 www.itwredhead.com • 0 r 0 RED HEAD® CONCRETEANCNORINO MEC/AHM Submittal Information PERFORMANCE , . I I 0- . - . Ultimate Tension and Shear Values (Lbs/kN) in Concrete* , ANCHOR INSTALLATION ANCHOR INSTALLATION EMBEDMENT ANCHOR fc = 2000 PSI (13.8 MPa) fc = 4000 PSI (27.6 MPa) Pc= 6000 PSI (41.4 MPa) DIA. TORQUE DEPTH TYPE TENSION SHEAR TENSION SHEAR TENSION SHEAR In. (mm) Ft. Lbs. (Nm) In. (mm) SHEAR lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. NN) Lbs. (kN) Lbs. M) 1/4 (6.4) 4 (5.4) 1-1/8 (28.6) 1,180 (5.2) 1,400 (6.2) 1,780 (7.9) 1,400 (6.2) 1,900 (8.5) 1,400 (6.2) WS -Carbon or WS -G 2,825 (12.6) 1-15/16 (49.2) 2,840 (12.6) 2,100 (9.3) 1,680 (7.5) 3,300 (14.1) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 5,380 (23.9) 2-1/8 _ (54.0) Hot -Dipped 2,260 (10.1) 1,680 (7.5) 3300 (14.7) 1,680 (1.5) 3,300 (14.7) 1,680 (7.5) 3/8 (9.5) 25 (33.9) 1-1/2 (38.1) 1,680 (1.5) 2,320 (10.3) 2,240 (10.0) 2,620 (11.7) 2,840 (12.6) 3,160 (14.1) 4,720 (21.0) 5,500 (24.5) 3 (76.2) 5 (127.0) 3,480 (15.5) 4,000 (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (27.2) 4,500 (20.0) 3-1/4 (82.6) 5,390 (24.0) 4 (101.6) 5,840 (26.0) 4,800 (21.4) 4,000 (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (27.2) 4,500 (20.0) 1/2 (12.7) 55 (74.6) 2-1/4 (57.2) 4,660 (20.7) 4,760 (21.2) 5,100 (22.7) 4,760 (21.2) 7,040 (31.3) 7,040 (31.3) 4-1/8 (104.8) WS -Carbon or 4,660 (20.1) 7,240 (32.2) 9,640 (42.9) 7,240 (312) 10,820 (48.1) 8,160 (36.3) 6 (152.4) WS -G Hot -Dipped 5,340 (23.8) 7,240 (321) 9,640 (42.9) 7,140 (32.2) 10,820 (48.1) 8,160 (36.3) 5/8 (15.9) 90 (122.0) 2-3/4 (69.9) 6,580 (29.3) 7,120 (31.1) 7,180 (31.9) 7,120 (31.1) 9,720 (431) 9,616 (42.8 5-1/8 (1301) Galvanized 6,580 (29.3) 9,600 (42.1) 14,920 (66.4) 11,900 (52.9) 16,380 (72.9) 12,520 (55.7) 7-1/2 (190.5) WW -3r S.S. or 7,060 (31.4) 9,600 (42.7) 15,020 (66.8) 11,900 (52.9) 16,380 (12.9) 12,520 (55.7) 3/4 (19.1) 110 (1491) 3-1/4 (82.6) 7,110 (31.1) 10,120 (45.0) 10,840 (48.2) 13,720 (61.0) 13,300 (59.2) 15,980 (71.1) 6-5/8 (168.3) SWW-316 S.S. 10,980 (48.8) 20,320 (90.4) 17,700 (78.7) 23,740 (105.6) 20,260 (90.1) 23,740 (105.6) 10 (254.0) 10,980 (48.8) 20,320 (90.4) 17,880 (79.5) 23,740 (105.6) 23,580 (104.9) 23,740 (105.6) 7/8 (22.2) 250 (339.0) 3-3/4 (95.3) 9,520 (42.3) 13,160 (58.5) 14,740 (65.6) 16,580 (73.8) 17,420 (77.5) 19,160 (85.2) 6-1/4 (158.8) 14,660 (651) 20,880 (92.9) 20,940 (93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 8 (203.2) 14,660 (65.2) 20,880 (92.9) 20,940 (93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 300 (406.7) 4-1/2 (114.3) 13,940 (62.0) 16,080 (11.5) 20,180 (89.8) 22,820 (101.5) 21,180 (94.2) 24,480 (108.9) 7-3/8 (187.3) 14,600 (64.9) 28,680 (127.6) 23,980 (106.7) 37,940 (168.8) 33,160 (148.0) 38,080 (169.4) 9-1/2 (241.3) 18,700 (83.2) 28,680 (127.6) 26,540 (118.1) 37,940 (168.8) 33,260 (148.0) 38,080 (169.4) 'Allowable values are based upon a 4 to 1 safety factor. Divide by 4 for allowable load values. For Tie -Wire Wedge Anchor, TW -1400, use tension data from 1/4' diameter with 1-1/8' embedment. 'For continuous extreme low temperature applications, use stainless steel. • • Ultimate Tension and Shear Values (Lbs/kN) in 0- . Lightweight Concrete* , ANCHOR INSTALLATION EMBEDMENT ANCHOR LIGHTWEIGHT CONCRETE LOWER FLUTE OF STEEL DECK WITH DIA. TORQUE DEPTH TYPE fc= 3000 PSI (20.7 MPa) LIGHTWEIGHT CONCRETE FILL In. (mm) Ft. Lbs. (Nm) In. (mm) fc = 3000 PSI (20.7 MPa) TENSION SHEAR TENSION SHEAR Lbs. NN) Lbs. (kN) Lbs. (kN) Lbs. (kN) 3/8 (9.5) 25 (33.9) 1-1/1 (38.1) 1,175 (5.2) 1,480 (6.6) 1,900 (8.5) 3,160 (14.1) 3 (16.2) WS -Carbon or WS -G 2,825 (12.6) 2,440 (10.9) 2,840 (12.6) 4,000 (17.8) 1/2(12.7) 55 (74.6) 2-1/4 (571) 2,925 (13.0) 2,855 (12.1) 3,400 (15.1) 5,380 (23.9) 3 (16.2) Hot -Dipped 3,410 (15.4) 3,450 (15.3) 4,480 (19.9) 6,620 (29.4) 4 (101.6) Galvanized WW -30455 4,290 (19.1) 3,450 (15.3) 4,800 (21.4) 6,440 (28.6) 5/8(15.9) 90 (122.0) 3 (76.2) 4,375 (19.5) 4,360 (19.4) 4,720 (21.0) 5,500 (24.5) 5 (127.0) or SWW-316 S.S. 6,350 (28.2) 6,335 (281) 6,580 (29.3) 9,140 (40.1) 3/4(79.1) 110 (1491) 3-1/4 (82.6) 5,390 (24.0) 7,150 (31.8) 5,840 (26.0) 8,880 (39.5) 5-1/4 (133.4) 7,295 (32.5) 10,750 (47.8) 7,040 (31.3) N/A *Allowable values are based upon a 4 to 1 safety factor. Divide by 4 for allowable load values. fTwftd a 02/12 1-800-899-7890 41 www.itwredhead.com RED HEAD® COSubmittal Information NCNE7E ANCNON/N6 SPEC/A[ /S7S Recommended Edge and Spacing Distance Requirements for Shear Loads* 'Sparing and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete. Linear interpolation maybe used for intermediate spacing and edge distances. PERFORMANCE DIA ,DEPTH • • TYPE REQUIRED TO DISTANCE AT WHICH AT WHICH THE REQUIRED TO SPACING BETWEEN In. (mm) In. (mm) MIN.ALLOWABLE OBTAIN MAX. THE LOAD FACTOR LOAD FACTOR OBTAIN MAX. ANCHORS In. (mm) TO OBTAIN MAX. SPACINGATWHICH In. (mm) In. (mm) WORKING LOAD APPLIED=.60 APPLIED= 10 WORKING LOAD LOAD FACTOR WORKING LOAD FACTOR APPLIED=.65 In.(mm) In. (mm) In.(mm) In. (mm) In. (mm) APPLIED=.40 1/4 (6.4) 1-1/8 (28.6) 1-1/8 (28.6) 2 (50.8) 1-5/16 (33.3) N/A 3-15/16 (100.0) 2 (50.8) 1 (25.4). 3-7/8 (98.4) 1-15/16 (49.2) 2-1/8 (54.0) 1-15/16 (49.2) 1 (25.4) N/A 3-7/8 (98.4) 1-15/16 (491) 3/8 (9.5) 1-1/2 (38.1) 2-5/8 (66.7) 1-3/4 (44.5) N/A 5-1/4 (133.4) 2-5/8 (66.7) 6 (152.4) 3 (161) 3 (16.2) WS -Carbon or 3-3/4 (95.3) 3 (76.2) 1-1/2 (38.1) 6 (152.4) 3 (161) 1/2 (12.7) 2-1/4 (57.2) 3-15/16 (100.0) 2-9/16 (65.1) N/A 7-7/8 (200.0) 3-15/16 (100.0) 3-1/8 (19.4) 4-1/8 (104.8) WS -G Hot -Dipped 5-3/16 (131.8) 3-1/8 (79.4) 1-9/16 (39.1) 6-3/16 (151.2) 3-1/8 (79.4) 5/8 (15.9) 2-3/4 (69,9) 4-13/16 (122.2) 3-1/8 (79.4) N/A 9-5/8 (244.5) 4-13/16 (1221) 7-1/2 (190.5) 5-1/8 (130.2) Galvanized or 6-7/16 (163.5) 3-7/8 (98.4) 1-15/16 (491) 7-11/16 (195.3) 3-7/8 (98.4) 3/4 (19.1) 3-1/4 (82.6) 5-11/16 (144.5) 3-3/4 (95.3) N/A 11-3/8 (288.9) 5-11/16 (144.5) 10 (254.0) SWW-316 S.5. 6-5/8 (168.3) WW -304 S.S. or 6-5/16 (160.3) 5 (127.0) 2-1/2 (63.5) 9-15/16 (252.4) 5 (121.0) 3-3/4 (95.3) 6-9/16 (166.1) 4-5/16 (109.5) N/A 13-1/8 (333.4) 6-9/16 (166.7) 6 (152.4) 6-1/4 (158.8) SWW-316 S.S. 8-1/2 (215.9) 6-1/4 (158.8) 3-1/8 (19.4) 12-1/2 (311.5) 6-1/4 (158.8) 4-1/4 (108.0) 7-7/8 (200.0) 5-1/8 (130.2) N/A 15-3/4 (400.1) 7-7/8 (200.0) 7-1/8 (181.0) 3-9/16 (90.5) 7-3/8 (187.3) 10-1/16 (255.6) 7-3/8 (187.3) 3-11/16 (93.7) 14-3/4 (314.1) 7-3/8 (181.3) 'Sparing and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete. Linear interpolation maybe used for intermediate spacing and edge distances. PERFORMANCE Recommended Edge and Spacing Distance Requirements • • - . for Tension Loads* ANCHOR EMBEDMENT ANCHOR EDGE DISTANCE MIN.ALLOWABLE SPACING REQUIRED MIN.ALLOWABLE DIA. DEPTH TYPE REQUIREDTO EDGE DISTANCE AT TO OBTAIN MAX. SPACINGATWHICH In. (mm) In. (mm) OBTAIN MAX. WHICH THE LOAD WORKING LOAD THE LOAD FACTOR WORKING LOAD FACTOR APPLIED=.65 In.(mm) APPLIED =30 In.(mm) In.(mm) In. (mm) 1/4 (6.4) 1-1/8 (28.6) 2 (50.8) 1 (25.4) 3-15/16 (100.0) .. 2 (50.8) 1-15/16 (49.2) 1-15116 (49.2) 1 (25.4). 3-7/8 (98.4) 1-15/16 (49.2) 2-1/8 (54.0) 1-5/8 (41.3) 13/16 (20.6) 3-3/16 (81.0) 1-5/8 (41.3) 3/8 (9.5) 1-1/2 (38.1) 2-5/8 (66.7) 1-5/16 (33.3) 5-1/4 (133.4) 2-5/8 (66.7) 3 (76.2) 3 (76.2) 1-1/2 (38.1) 6 (152.4) 3 (161) 4 (101.6) WS -Carbon or 3 (16.2) 1-1/2 (38.1) 6 (152.4) 3 (76.2) 1/2 (12.7) '2-1/4 (57.2) 3-15/16 (100.0) 2 (50.8) 7-7/8 (200.0) 3-15/16 (100.0) 4-1/8 (104.8) WS -G 3-1/8 (79.4) 1-9/16 (39.1) 6-3/16 (157.2) 3-1/8 (19.4) 6 (152.4) Hot -Dipped Galvanized 4-1/2 (114.3) 2-1/4 (57.2) 9 (228.6) 4-1/2 (114.3) 518 (15.9) 2-3/4 (69.9) 4-13/16 (122.2) 2-7/16 (61.9) 9-5/8 (244.5) 4-13/16 (122.2) 5-1/8 (130.2) 3-7/8 (98.4) 1-15/16 (49.2) 7-1/16 (195.3) 3-7/8 (98.4) 7-1/2 (190.5) or WW -304 S.S. 5-5/8 (142.9) 2-13/16. (71.4) 11-1/4 (285.8) 5-5/8 (142.9) 3/4 (19.1) 3-1/4 (82.6) 5.11/16 (144.5) 2-7/8 (73.0) 11-3/8 (288.9) 5-11/16 (144.5) 6-5/8 (168.3) or 5 (121.0) 2-1/2 (63.5) 9-15/16 (252.4) 5 (127.0) 10 (254.0) SWW-316 S.5. 7-1/2 (190.5) 3-3/4 (95.3) 15 (381.0) 7-1/2 (190.5) 7/8 (22.2) 3-3/4 (95.3) 6-9/16 (166.7) 3-5/16 (84.1) 13-1/8 (333.4) 6-9/16 (166.1) 6-1/4 (158.8) 6-1/4 (158.8) 3-1/8 ' (19.4) 12-1/2 (311.5) 6-1/4 (158.8) 8 (2031) 6 (152.4) 3 (16.2) 12 (304.8) 6 (152.4) 1 (25.4) 4-1/2 (114.3) 7-7/8 (200.0) 3-15/16 (100.0) 15-3/4 (400.1) 7-7/8 (200.0) 7-3/8 (181.3) 7-3/8 (187.3) 3-11/16 (93.7) 14-3/4 (374.7) 7-3/8 (187.3) 9-1/2 (241.3) 7-1/8 (181.0) 3-9/16 (90.5) 14-1/4 (362.0) 7-1/8 (181.0) 'Spacing and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete. Linear interpolation may be used for intermediate spacing and edge distances. Combined Tension and Shear loading -for Trubolt Anchors Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation: (Ps/Pt)O+ O&NOw sl Ps = Applied tension load Vs = Applied shear load Pt = Allowable tension load Vt = Allowable shear load /T 1L�lRW Hwd 02/12 7-800-899-7890 42 www.itwredhead.com • • • • I] 11 • 0 Trubolt Strength Design Performance values in accordance to 2006 IBC ITW RED HEAD TRUBOLT WEDGE ANCHOR DESIGN INFORMATION TESTED TO ICC -ES AC193 AND ACI 3SS.2, IN ACCORDANCE WITH 2006 IBC ANCHOR DESIGN INFORMATION -2,1 Trubolt® Wpdnp Anrhnrc DESIGN INFORMATION Symbol Units 1/4 Nominal Anchor Diameter (in.) Nominal Anchor Diameter 3/8 1/2 5/8 3/4 Anchor O.D. do in 0.250 Anchor outer diameter 0.375 0.500 0.25 0.625 0.750 Effective embedment hef in 1-1/2 2 1-3/4 2-5/8 1-7/8 3-3/8 2-1/2 4 3-1/2 4-3/4 Minimum member thickness hmin in 4 4 4 5 5 6 5 8 6 8 Critical edge distance cac in 2-5/8 3 2-5/8 5-1/4 3-3/4 6-3/4 5 8 7 9 Minimum edge distance cmin in 1-3/4 1-1/2 2-1/4 2 3-3/4 3-3/4 4-1/4 3-1/4 3-3/4 3-1/2 Minimum anchor spacing smin in 1-3/4 1-1/2 2-1/4 2 3-3/4 3-3/4 4-1/4 3-1/4 3-3/4 3-1/2 Min. Specified Yield Strength f Ib/in' 55,000 Min. Specified Ultimate Strength futa Ib/in' 75,000 Effective tensile stress area A5e in' 0.032 0.078 0.142 0.226 0.334 Steel strength in tension Ns Ib 2,385 5,815 10,645 16,950 25,050 Steel strength in shear Vs Ib 1,430 2,975 1 3,490 4,450 1 6,385 6,045 1 10,170 10,990 1 15,030 Pullout strength, uncracked concrete N uncr Ib 1,392 1,706 2,198 1 3,469 2,400 1 4,168 4,155 1 6,638 8,031 1 10,561 Anchor Category (All anchors are ductile) 1 Effectiveness factor k_uncracked concrete 24 Axial stiffness in service load range I R Ib/in 14,651 1 9,385 17,515 26,424 32,483 1 26,136 42,899 1 21,749 1 43,576 1 28,697 Coefficient for variation for axial stiffness in service load range 34 1 47 28 45 17 1 33 55 1 22 1 63 1 28 Strength reduction factor � for tension, steel failure modes 0.75 Strength reduction factor 0 for shear, steel failure modes 0.65 Strength reduction factor 0 fortension, concrete failure modes, Condition B 0.65 Strength reduction factor 0 for shear, concrete failure modes, Condition B 0.70 Trubolt+ Anchor Design Strengths must be determined in accordance with ACI 318-05 Appendix D and this table ' The Trubolt+Wedge Anchor is a ductile steel element as defined by ACI 318 D.1 ' 1/4",3/8", & 1/2" diameter data is listed in ICC -ES ESR -2251. I ANCHOR (INSTALLED) Gtorsi- TM to 5 tum,) d°-� RINEEM eancn wiry threaded stud, > ° o o a a a • a` a a ° INSTALLATION INFORMATION Trubolt® Wedoe Anchors ffwRW We 7-800-899-7890 02/12 43 www.itwredhead.com Symbol Units Nominal Anchor Diameter (in.) 1/4 3/8 1/2 5/8 3/4 Anchor outer diameter do in 0.25 0.375 0.5 0.625 0.750 Nominal carbide bit diameter d bit in 1/4 3/8 1/2 5/8 3/4 Effective embedmentde th h of in 1-1/2 2 1-3/4 2-5/8 1-7/8 3-3/8 2-1/2 4 3-1/2 4-3/4 Min hole depth ho in 2 2-1/2 2-1/2 3-3/8 2-3/4 4-1/4 3-3/4 5-1/4 4-3/4 6 Min slab thickness hmin in 4 4 5 5 6 5 8 6 8 Installation torque Tinst ft -Ib 4 25 55 90 110 Min hole diameter in fixture dh in T 5/16 7/16 9/16 11/16 13/16 ffwRW We 7-800-899-7890 02/12 43 www.itwredhead.com Trubolt Strength Design Performance values'in accordance to 2006 IBC PULLOUT STRENGTH (ND. and (POUNDS)' Trubolt® Wedqe Anchors Nominal Anchor Diameter (in.) Effective Embedment Depth (in.) f'c = 2,500 si Concrete Compressive Strength f c = 3,000 psi f c = 4,000 psi Cc = 6,500 psi 628 1-1/2 1,392 1,525 1,610 1,822 1/4 2 1,706 1,869 1,947 2,151 2,804 1-3/4 2,198 2,408 2,621 3,153 3/8 2-5/8 3,469 3,800 3,936 4,275 1/2 1-7/8 2,400 2,629 3,172 4,520 3-3/8 4,168 4,520 4,520 4,520 1,831 2-1/2 4,155 4,155 4,376 5,578 5/8 4 6,638 6,900 7,968 10,157 2,915 3-1/2 8,031 8,322 9,610 12,251 3/4 4-3/4 10,561 10,561 10,561 12,251 For Sk 1 inch = 25.4 mm,1 Ibf = 4.45 N,1 psi = 0.006895 Mpa 1 Values are for single anchors with no edge distance or spacing reduction. ANCHOR ALLOWABLE STATIC TENSION (ASD), NORMAL -WEIGHT UNCRACKED CONCRETE '-6 Nominal Anchor Diameter (in.) Effective Embedment Depth (in.) Cc = 2,500 psi Concrete Compressive Strength f c = 3,000 psi f'c = 4,000 psi f c = 6,500 psi 628 1-1/2 611 670 707 800 1/4 2 749 821 855 945 2,804 1-3/4 965 1,058 1,151 1,385 3/8 .2-5/8 1,524 1,669 1,729 1,878 1/2 1-7/8 1,054 1,155 1,393 1,985 3-3/8 1,831 1,985 1,985 1,985 2-1/2 1,825 1,825 1,922 2,450 5/8 4 2,915 3,030 3,499 4,461 3/4 3-1/2 .3,527 3,655 4,221 5,381 4-3/4 4,638 4,638 4,638 5,381 For SI:1 inch = 25.4 mm,1 Ibf =4.45 N,1 psi = 0.006895 Mpa Design Assumptions: ' Single anchor with static tension load only. ' Concrete determined to remain uncra(ked for the life of the anchorage. ' Load combinations from 200618(, Sections 1605.2.1 and 1605.3.1 (no seismic loading). ' Thirty percent dead load and 70 percent live load, controlling load combination 111)+ 1.6L s Calculation of weighted average:1.2D + 1.6L =1.2 (0.3) +16 (0.1) =1.48 Values do not include edge distance or spacing reductions. ANCHOR ALLOWABLE STATIC SHEAR (ASD), STEEL (POUNDS)" Nominal Anchor Diameter (in.) Effective Embedment Depth (in.) Allowable Steel Capacity, Static Shear 1/4 1-1 /2 628 3/8 1-3/4 1,307 2-5/8 1,533 1/2 1-7/8 1,954 3-3/8 2,804 5/8 2-1/2 2,655 4 4,467 3/4 3-1/2 4,827 4-3/4 6,601 For S1:1 inch = 25.4 mm,1 Ibf = 4.45 N,1 psi = 0.006895 Mpa Design Assumptions: Single anchor with static shear load only. ' Load combinations from 200618C, Sections 1605.2.1 and 1605.3.1 (no seismic loading). ' Thirty percent dead load and 70 percent live load, controlling load combination 1.21)+ 1.6L ' Calculation of weighted average: 1.2D + 1.6L =1.2 (0.3) + 1.6 (0.7) =1.48 5 Values do not include edge distance or spacing reductions. iTwRW Held® 02/12 7-800-899-7890 ` 44 www.itwredhead.com 0 0 7 0 r; IMES Evaluation Report ESR -2427 Reissued August 2014 This report is subject to renewal November 1, 2015. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 03 00 00—CONCRETE Section: 0316 00—Concrete Anchors DIVISION: 05 00 00—METALS Section: 05 05 19—Post-installed Concrete Anchors REPORT HOLDER: ITW RED HEAD 700 HIGH GROVE BOULEVARD GLENDALE HEIGHTS, ILLINOIS 60139 (800) 848-5611 www.itw-redhead.com techsu aport60itwccna. corn ADDITIONAL LISTEE: ITW BRANDS 955 NATIONAL PARKWAY, SUITE 95500 SCHAUMBURG, ILLINOIS 60173 (877) 489-2726 www.itwbrands.com EVALUATION SUBJECT: ITW RED HEAD CARBON STEEL TRUBOLT+ WEDGE ANCHORS, STAINLESS STEEL TRUBOLT+ WEDGE ANCHORS AND CARBON STEEL OVERHEAD TRUBOLT+ WEDGE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2012, 2009, and 2006 International Building Code® (IBC) ■ 2012, 2009, and 2006 International Residential Code® (IRC) Property evaluated: Structural 2.0 USES The carbon steel and stainless steel Trubolt+ Wedge Anchors and 3/8 -inch -diameter (9.5 mm) carbon steel OVERHEAD Trubolt+ Wedge Anchor are used to resist static, wind, and seismic tension and shear loads in cracked and uncracked normal -weight and sand - lightweight concrete having a specified compressive strength, f', ranging from 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa). The carbon steel Trubolt+Wedge Anchors with diameters of 3/8 inch (9.5 mm), '/2 inch (12.7 mm) and 5/8 -inch (15.9 mm) and the carbon steel OVERHEAD 3/8 -inch -diameter (9.5 mm) are used to resist static, wind, and seismic tension and shear loads in cracked and uncracked normal -weight or sand -lightweight concrete over steel deck having a minimum specified compressive strength, f 'c, of 3,000 psi (20.7 MPa). The Trubolt+ Wedge anchors comply with anchors as described in Section 1909 of the 2012 IBC, and Section 1912 of the 2009 and 2006 IBC. The anchors are alternatives to cast -in-place anchors described in Section 1908 of the 2012 IBC, and Section 1911 of the 2009 and 2006 IBC. The anchors may also be used where an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 3.0 DESCRIPTION 3.1 RED HEAD Carbon Steel Trubolt+ Wedge Anchor: The RED HEAD Trubolt+ Wedge Anchor is a torque - controlled, wedge -type mechanical expansion anchor, available in 3/8 -inch (9.5 mm), 1/2 -inch (12.7 mm), 5/8 -inch (15.9 mm) and 3/4 -inch (19.1 mm) diameters. The Trubolt+ Wedge Anchor consists of a high-strength threaded anchor body, expansion clip, hex nut and washer. The anchor body is cold -formed from low carbon steel materials conforming to AISI 1015 or AISI 1018 with mechanical properties (yield and ultimate strengths) as described in Tables 3 and 4 of this report. The zinc plating on the anchor body complies with ASTM 8633 SCI, Type III, with a minimum 0.0002 -inch (5 um) thickness. The expansion clip is fabricated from low carbon steel materials conforming to AISI 1020. The standard hexagonal steel nut conforms to ANSI B18.2.2-65 and the washer conforms to ANSI/ASME B18.22.1 1965 (R1981). The Trubolt+ Wedge anchor body consists of a threaded section throughout the majority of its length and a wedge section at the far end. The expansion clip is formed around the anchor, just above the wedge. The expansion clip consists of a split cylindrical ring with undercutting grooves at the bottom end. During torquing of the anchor, the grooves in the expansion clip are designed to cut into the walls of the concrete hole as the wedge portion of the stud is forced upward against the interior of the clip (U.S. patent nos. 7,744,320 and 7,811,037). The Trubolt+ Wedge anchor is illustrated in Figure 1 of this report. 3.2 RED HEAD Stainless Steel Trubolt+ Wedge Anchor: The RED HEAD Trubolt+ Wedge Anchor is a torque - controlled, wedge -type mechanical expansion anchor, LCC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright ® 2014 ail_ Page 1 of 16 ESR -2427 I Most Widely Accepted and Trusted Page 2 of 15 available in '/Z -inch (12.7 mm) and 5/8 -inch (15.9 mm) diameters. The Trubolt+ Wedge Anchor consists of a high- strength threaded anchor body, expansion clip, hex nut and washer. The anchor body is cold -formed from AISI Type 316 stainless steel materials with mechanical properties (yield and ultimate strengths) as described in Tables 5 and 6 of this report. The expansion clip is fabricated from Type 316 stainless steel materials. The Type 316 stainless steel hexagonal steel nut conforms to ANSI 818.2.2-65 and the AISI Type 316 stainless steel washer conforms to ANSI/ASME 618.22.1 1965 (R1981). The Trubolt+ Wedge anchor body consists of a threaded section throughout the majority of its length and a wedge section at the far end. The expansion clip is formed around the anchor, just above the wedge. The expansion clip consists of a split cylindrical ring with undercutting grooves at the bottom end. During torquing of the anchor, the grooves in the expansion clip are designed to cut into the walls of the concrete hole as the wedge portion of the stud is forced upward against the interior of the clip. The Trubolt+ Wedge anchor is illustrated in Figure 1 of this report. 3.3 OVERHEAD Trubolt+ Wedge Anchor: The OVERHEAD Trubolt+ Wedge Anchor is a torque - controlled, wedge -type mechanical expansion anchor, available in 3/8 -inch (9.5 mm) diameter. The OVERHEAD Trubolt+ Wedge Anchor consists of a high-strength threaded anchor body, expansion clip, coupling nut and washer. The anchor body is cold -formed from low carbon steel materials with the mechanical properties (yield and ultimate strengths) as described in Tables 3 and 4 of this report. The zinc plating on the anchor body complies with ASTM B633 SC1, Type III, with a minimum 0.0002 inch (5 um) thickness. The expansion clip is fabricated from low carbon steel materials. The coupling nut consists of Grade 2 steel with 3/e' -16 threads throughout the length of the nut. The washer complies with ANSI/ASME 818.22.1 1965 (R1981). The OVERHEAD Trubolt+ Wedge anchor body consists of a threaded section throughout the majority of its length and a wedge section at the far end. The expansion clip is formed around the anchor, just above the wedge. The expansion clip consists of a split cylindrical ring with undercutting grooves at the bottom end. During torquing of the anchor (using coupling nut), the grooves in the expansion clip are designed to cut into the walls of the concrete hole as the wedge portion of the anchor body is forced upward against the interior of the clip (U.S. patent nos. 7,744,320 and 7,811,037). The OVERHEAD Trubolt+ Wedge anchor is illustrated in Figure 2 of this report. 3.4 Concrete: Normal -weight and sand -lightweight concrete must comply with Sections 1903 and 1905 of the IBC. 3.5 Steel Deck Panels: Steel deck panels must comply with ASTM A653, SS Grade 40 (minimum), and must have a minimum 0.034 -inch (0.864 mm) base -metal thickness (No. 20 gage). 4.0 DESIGN AND INSTALLATION 4.1 Strength Design: 4.1.1 General: Design strength of anchors in accordance with the 2012 IBC, as well as Section R301.1.3 of the 2012 IRC, must be determined in accordance with ACI 318-11 Appendix D and this report. Design strength of anchors in accordance with the 2009 IBC and Section R301.1.3 of the 2009 IRC must be in accordance with ACI 318-08 Appendix D and this report. Design strength of anchors in accordance with the 2006 IBC and Section R301.1.3 of the 2006 IRC must be in accordance with ACI 318-05 Appendix D and this report. Design parameters are based on the 2012 IBC (ACI 318-11) unless noted otherwise in Sections 4.1.1 through 4.1.12 of this report. The strength design of anchors must comply with ACI 318 D.4.1, except as required in ACI 318 D.3.3. Strength reduction factors, 0, as given in ACI 318-11 D.4.3 (ACI 318-08 and -05 D.4.4) must be used for load combinations calculated in accordance with Section 1605.2 of the IBC and Section 9.2 of ACI 318. Strength reduction factors, 0, as given in ACI 318-11 D.4.4 (ACI 318-08 and -05 D.4.5) must be used for load combinations calculated in accordance with ACI 318 Appendix C. The value of f'c used in calculations must be limited to 8,000 psi (55.2 MPa), maximum, in accordance with ACI 318-11 D.3.7. Strength reduction factors, 0, corresponding to ductile steel elements may be used except for the carbon steel 318 -inch -diameter (9.5 mm) anchors loaded in shear, which have a strength reduction factor corresponding to brittle steel elements. 4.1.2 Requirements for Static Steel Strength in Tension, Nom: The nominal static steel strength of a single anchor in tension, Nse, calculated in accordance with ACI 318, Section D.5.1.2, is given in Tables 3 or 5 of this report. 4.1.3 Requirements for Static Concrete Breakout Strength in Tension, Nib, N�bg: The nominal concrete breakout strength of a single anchor or a group of anchors in tension, Nib or N�bg respectively, must be calculated in accordance with ACI 318 D.5.2, with modifications as described in this section. The values of fc used for calculation purposes must not exceed 8,000 psi (55.0 MPa). The basic concrete breakout strength of a single anchor in tension, Nb, must be calculated in accordance with ACI 318 D.5.2.2, using the values of her and k« as given in Tables 3 or 5 of this report. The nominal concrete breakout strength in tension in regions where analysis indicates no cracking in accordance with ACI 318 D.5.2.6 must be calculated with (pc,N = 1.0 and using the value of k,,,,w as given in Tables 3 or 5 of this report. For anchors installed in the soffit of sand -lightweight or normal -weight concrete -filled steel deck floor and roof assemblies, as shown in Figure 7, calculation of the concrete breakout strength in accordance with ACI 318 D.5.2 is not required. 4.1.4 Requirements for Static Pullout Strength in Tension, Np,,: The nominal pullout strength of a single anchor in tension in accordance with ACI 318 D.5.3 in cracked and uncracked concrete, Np,cr or Np,uncr, respectively, is given in Tables 3 or 5 of this report. For all design cases, Wc,p = 1.0. In accordance with ACI 318 D.5.3.2, the nominal pullout strength in tension must be calculated according to Eq -1. Np,f'c ' NP,cr 2500. (lb, psi) (Eq -1) Np f•c "p,cr 2 j�f7(N', MPa) In regions where analysis indicates no cracking in accordance with ACI 318 D.5.3.6, the nominal pullout strength in tension must be calculated according to Eq -2: F_�40 Npf•c =Np,uncr (lb, psi) (Eq -2) 0 0 0 40 0 ESR -2427 I Most Widely Accepted and Trusted Page 3 of 15 Npf c =Np,uncr 17 2 (N, MPa) where values for Np,c, or Np,uncr are not provided in Tables 3 or 5 of this report, the pullout strength in tension need not be evaluated. The nominal pullout strength in tension of the anchors installed in the soffit of sand lightweight or normal -weight concrete on steel deck floor and roof assemblies, as shown in Figure 7 of this report, is given in Table 9. In accordance with ACI 318 D.5.3.2, the nominal pullout strength. in cracked concrete must be calculated according to Eq -1, whereby the value of Np,deck,cr must be substituted for Np,cr and the value 3,000 psi or 20.7 MPa must be substituted for 2,500 psi or 17.2 MPa. In regions where analysis indicates no cracking in accordance with ACI 318 D.5.3.6, the nominal pullout strength in tension must be calculated according to Eq -2, whereby the value of Np,deck,uncr must be substituted for Np,,,nc, and the value 3,000 psi or 20.7 MPa must be substituted for 2,500 psi or 17.2 MPa. 4.1.5 Requirements for Static Steel in Shear, Vsa: The values of Vsa for a single anchor given in Tables 4 or 6 of this report must be used in lieu of the values of Vsa derived by calculation according to ACI 318 D.6.1.2. The shear strength, Vsa.deok, of anchors installed in the soffit of sand lightweight or normal -weight concrete on steel deck floor and roof assemblies, as shown in Figure 7 of this report, is given in Table 9 of this report. 4.1.6 Requirements for Static Concrete Breakout Strength in Shear, Vcb or Vcbg: The nominal static concrete breakout strength in shear of a single anchor or a group of anchors, Vcb or Vcbg, must be calculated in accordance with ACI 318 D.6.2. The basic concrete breakout strength in shear of a single anchor in cracked concrete, Vb, must be calculated in accordance with ACI 318 D.6.2.2 using the value of da, given in Table 2 of this report, and the value fa, given in Tables 4 or 6, must be taken no greater than her. In no cases must 4 exceed 8da, For anchors installed in the soffit of sand lightweight or normal -weight concrete on steel deck floor and roof assemblies, as shown in Figure 7, calculation of the concrete breakout strength in accordance with ACI 318 D.6.2 is not required. 4.1.7 Requirements for Static Concrete Pryout Strength of Anchor in Shear, Vcp or Vcpg: The nominal static concrete pryout strength in shear of a single anchor or groups of anchors, Vcp or Vcpg, must be calculated in accordance with ACI 318 D.6.3, modified by using the value of kcp provided in Tables 4 and 6 of this report and the value of Ncb or Ncbg as calculated in Section 4.1.3 of this report. For anchors installed in the soffit of sand -lightweight or normal -weight concrete on steel deck floor and roof assemblies, as shown in Figure 7 of this report, calculation of the concrete pryout strength in accordance with ACI 318 D.6.3 is not required. 4.1.8 Requirements for Minimum Member Thickness, Minimum Anchor Spacing and Minimum Edge Distance: Values of smin and cmin as given in Table 2 of this report must be used in lieu of ACI 318 D.8.1 and D.8.3. Minimum member thicknesses, hmin, as given in Tables 2 through 6 of this report, must be used in lieu of ACI 318 D.8.5. For anchors installed in the soffit of sand -lightweight or normal -weight concrete on steel deck floor and roof assemblies, the anchors must be installed in accordance with Figure 7 of this report and the minimum anchor spacing along the flute must be the greater of 3hef or 1.5 times the flute width. 4.1.9 Requirements for Critical Edge Distance and Splitting: In applications where c < cac and supplemental reinforcement to control splitting of the concrete is not present, the concrete breakout strength in tension for uncracked concrete, calculated according to ACI 318 D.5.2, must be further multiplied by the factor Wcp,N given by Eq -3: wcp.N = c / Cac (Eq -3) whereby the factor Wcp,N need not be taken as less than 1.5hef / cac. For all other cases qJcp,N = 1.0. Values for the critical edge distance cac must be taken from Tables 3 or 5 of this report. 4.1.10 Requirements for Seismic Design: 4.1.10.1 General: For load combinations including earthquake, the design must be performed according to ACI 318 D.3.3. For the 2012 IBC, Section 1905.1.9 is omitted. Modifications to ACI 318 D.3.3 must be applied under Section 1908.1.9 of the 2009 IBC or Section 1908.1.16 of the 2006 IBC, as applicable. The nominal steel strength and the nominal concrete breakout strength for anchors in tension, and the nominal concrete breakout strength and pryout strength for anchors in shear, must be calculated according to ACI 318 0.5 and D.6, respectively, taking into account the corresponding values given in Tables 3 and 4 or Tables 5 and 6 of this report. The carbon steel '/Z -inch- 5/8 -inch- and'/4-inch-diameter (12.7, 15.9 and 19.1 mm) anchors, along with the'/8-inch- diameter (9.5 mm) anchor loaded in tension, comply with ACI 318 D.1 as ductile steel elements and must be designed in accordance with ACI 318-11 D.3.3.4, D.3.3.5, D.3.3.6, or D.3.3.7; ACI 318-08 D.3.3.4, D.3.3.5, or D.3.3.6; or ACI 318-05 D.3.3.4 or D.3.3.5, as applicable. The carbon steel'/8-inch-diameter (9.5 mm) anchor loaded in shear must be designed in accordance with ACI 318-11 D.3.3.5.3, ACI 318-08 D.3.3.5 or D.3.3.6 as brittle elements, or ACI 318-05 D.3.3.6 as brittle steel elements. The stainless steel '/Z -inch (12.7 mm) and 5/8 -inch (15.9 mm) anchors comply with ACI 318 DA as ductile steel elements and must be designed in accordance with ACI 318-11 D.3.3.4, D.3.3.5, D.3.3.6, or D.3.3.7; ACI 318- 08 D.3.3.4, D.3.3.5, or D.3.3.6; or ACI 318-05 D.3.3.4 or D.3.3.5. 4.1.10.2 Seismic Tension: The nominal steel strength and nominal concrete breakout strength for anchors in tension must be calculated according to ACI 318 D.5.1 and D.5.2, as described in Sections 4.1.2 and 4.1.3 of this report. In accordance with ACI 318 D.5.3.2, the value for nominal pullout strength tension for seismic loads, NN or Np,deck,c,, given in Table 3, 5 or 9 of this report, must be used in lieu of Np. The values of Neq must be adjusted for the concrete strength in accordance with Eq -4: Neq,f'c =Neq2500 (lb, psi) (Eq -4) NeQ f'c = Ne422 (N, MPa) The value of Np,deok,o, must be calculated according to Eq -4, whereby the value 3,000 psi or 20.7 MPa must be substituted for 2,500 psi or 17.2 MPa. ESR -2427 I Most Widely Accepted and Trusted Page 4 of 15 If no values for N. are given in Tables 3 or 5, the static design strength values govern. Section 4.1.4 provides additional requirements. 4.1.10.3 Seismic Shear: The nominal concrete breakout strength and pryout strength for anchors in shear must be calculated according to ACI 318 D.6.2 and D.6.3, as described in Sections 4.1.6 and 4.1.7 of this report. In accordance with ACI 318 D.6.1.2, the value for nominal steel strength in shear for seismic loads, Vw, or Vw.deek, given in Tables 4, 6 or 9 of this report, must be used in lieu of V."" 4.1.11 Interaction of Tensile and Shear Forces: For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 D.7. 4.1.12 Requirements for Sand Lightweight Concrete: For ACI 318-11 and ACI 318-08, when anchors are used in sand -lightweight concrete, the modification factor ao or h, respectively, for concrete breakout strength must be taken as 0.6 in lieu of ACI 318-11 D.3.6 (2012 IBC) or ACI 318-08 D.3.4 (2009 IBC). In addition, the pullout strength Np,uncr, and Nep must be multiplied by 0.60, as applicable. For ACI 318-05, the values Nb, Neq, Np,uncr, and Vb determined in accordance with this report must be multiplied by 0.60, in lieu of ACI 318 D.3.4. For anchors installed in the soffit of sand -lightweight concrete -filled steel deck floor and roof assemblies, this reduction is not required. 4.2 Allowable Stress Design (ASD): 4.2.1 General: For anchors designed using load combinations in accordance with IBC Section 1605.3, allowable loads must be established using Eq -5 and Eq -6: Tallowable,ASD = ONnl a (Eq -5) and Vallowable,ASD = ovnl a (Eq -6) where Talfowable,ASD = Allowable tension load (Ibf or kN). Vallowabfe,ASD = Allowable shear load (Ibf or kN). ONn = Lowest design strength of an anchor or anchor group in tension as determined in accordance with ACI 318 Appendix D with amendments in Section 4.1 of this report, or Section 1908.1.9 of the 2009 IBC, or Section 1908.1.16 of the 2006 IBC, as applicable. oVn = Lowest design strength of an anchor or anchor group in shear as determined in accordance with ACI 318 Appendix D with amendments in Section 4.1 of this report, or Section 1908.1.9 of the 2009 IBC, or Section 1908.1.16 of the 2006 IBC, as applicable. a = Conversion factor calculated as a weighted average of the load factors for the controlling load combination. In addition, a must include all applicable factors to account for nonductile failure modes and required over -strength. An example of allowable stress design values for illustrative purposes is shown in Table 7 of this report. 4.2.2 Interaction of Tensile and Shear Forces: In lieu of ACI 318 D.7.1, D.7.2 and D.7.3, interaction must be calculated as follows: For shear loads V 5 0.2 Valowable, ASO, the full allowable load in tension, Taaowable, ASD, may be taken. For tension loads Ts 0.2 Tallowable, ASD, the full allowable load in shear, Vaaowable, ASO, may be taken. For all other cases, Eq -7 applies: T/Tallowable. ASO + V/Vaaowable, ASD 5 1.2 (Eq -7) For the OVERHEAD Trubolt+ Wedge Anchor, the influence of bending on the tension capacity when loaded in shear must be considered. 4.3 Installation: Installation parameters are provided in Tables 2 and 8 and Figures 4, 5, and 6 of this report. Anchor locations must comply with this report and the plans and specifications approved by the code official. The Trubolt+ Wedge Anchors must be installed according to ITW's published instructions and this report. Holes must be predrilled in concrete with a compressive strength from 2,500 to 8,500 psi (17.2 to 58.6 MPa) at time of installation, using carbide -tipped masonry drill bits manufactured within the range of the maximum and minimum drill tip dimensions of ANSI Standard B212.15-1994. The nominal drill bit diameter must be equal to that of the anchor size. The minimum drilled hole depth, ho, must comply with Table 2 of this report. Embedment, spacing, edge distance, and minimum concrete thickness must comply with Table 2. The predrilled holes must be cleaned to remove loose particles, using pressurized air or a vacuum. For the RED HEAD Trubolt+ Wedge Anchor, the hex nut and washer must be assembled on the end of the anchor, leaving the nut flush with the end of the anchor. For the OVERHEAD Trubolt+ Wedge Anchor, the coupling nut and washer must be assembled on the end of the anchor to obtain at least '/2 inch (12.7 mm) thread engagement on the anchor). The anchors must be hammered into the predrilled hole to the required embedment depth in concrete. Where a fixture is installed, the anchors must be hammered through the fixture into the predrilled hole to the required embedment depth into the concrete. The nut must be tightened against the washer until the specified torque values listed in Table 2 are achieved. For installation in the soffit of sand -lightweight or normal - weight concrete on steel deck floor and roof assemblies, the hole diameter in the steel deck must not exceed the diameter of the hole in the concrete by more than 1/8 inch (3.2 mm). For member thickness, edge distance, spacing restrictions, and installations torque values for installation into the soffit of sand lightweight or normal -weight concrete on steel deck floor and roof assemblies, see Figure 7, Table 8, and Section 4.1.8 of this report. 4.4 Special Inspection: Periodic special inspection is required, in accordance with Section 1705.1.1 and Table 1705.3 of the 2012 IBC; Section 1704.15 and Table 1704.4 of the 2009 IBC; or Section 1704.13 of the 2006 IBC. The special inspector must make periodic inspections during anchor installation to verify anchor type, anchor dimensions, concrete type, concrete compressive strength, drill bit type, hole dimensions, hole cleaning procedures, edge distance, anchor spacing, concrete member thickness, anchor embedment, tightening torque, and adherence to the manufacturer's published installation instructions. The special inspector must be present as often as required in r1 u n u 0 10 • ESR -2427 I Most Widely Accepted and Trusted Page 5 of 15 accordance with the statement of special inspection. Under 5.11 Anchors may be.used to resist short-term loading due the IBC, additional requirements as set forth in Sections to wind or seismic forces, subject to the conditions of 1705, 1706, and 1707 must be observed, where applicable. this report. 5.0 CONDITIONS OF USE 5.12 Where not otherwise prohibited in the code, Trubolt+ The Trubolt+ Wedge Anchors described in this report Wedge Anchors are permitted for use with fire - resistance -rated construction provided that at least comply with, or are suitable alternatives to what is one of the following conditions is fulfilled: specified in, those codes listed in Section 1.0 of this report, subject to the following conditions. ■ Anchors are used to resist wind or seismic forces 5.1 The anchors must be installed in accordance with only. ITW's published instructions and this report. In case ■ Anchors that support a fire -resistance -rated of conflicts, this report governs. envelope or a fire -resistance -rated membrane are 5.2 Anchor sizes, dimensions, and installation parameters protected by approved fire -resistance -rated materials, or have been evaluated for resistance to are as set forth in this report. fire exposure in accordance with recognized 5.3 The anchors are limited to installation in cracked standards. and uncracked, normal -weight or sand -lightweight ■ Ancho'rs are used to support nonstructural concrete having a specified compressive strength, elements. f�, of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa). The anchors may also be installed in cracked and 5.13 Use of the zinc plated, carbon steel anchors is limited uncracked normal -weight or sand -lightweight concrete to dry, interior locations. over profile steel deck having a minimum specified 5.14 Special inspections are provided in accordance with compressive strength, VC, of 3,000 psi (20.7 MPa). Section 4.4 of this report. 5.4 The values of f' used for calculation purposes must 5.15 The anchors are manufactured in the USA; under a not exceed 8,000 psi (55.0 MPa). quality control program with inspections by ICC -ES. 5.5 Strength design values must be established in 6.0 EVIDENCE SUBMITTED accordance with Section 4.1 of this report. Data complying with the ICC -ES Acceptance Criteria for 5.6 Allowable design values must be established in Mechanical Anchors in Concrete Elements (AC193), dated accordance with Section 4,2 of this report. June 2012, editorially revised April 2014, for use in cracked 5.7 Anchor spacing, edge distance, and minimum and uncracked concrete, including optional tests for member thickness must comply with Tables 2 and 8 seismic tension and shear; profile steel deck soffit tests; and Figures 4, 5, and 6 of this report. and quality control documentation. 5.8 Prior to installation, calculations and details justifying 7.0 IDENTIFICATION that the applied loads comply with this report must be The anchors are identified by their dimensional submitted to the code official for approval. The characteristics and the anchor size, and by a length calculations and details must be prepared by a identification marking stamped on the anchor, as indicated registered design professional where required by the in Table 1 of this report. The anchors have the length statutes of the jurisdiction in which the project is to be identification marking underlined on the anchor head, as constructed. illustrated in Figure 3 of this report, and this is visible after 5.9 Since an ICC -ES acceptance criteria for evaluating installation for verification. Packages are identified with the data to determine the performance of expansion anchor name, material (carbon or stainless) type and size; anchors subjected to fatigue or shock loading is the manufacturer's name (ITW Red Head, ITW Brands, or unavailable at this time, the use of these anchors ITW Buildex) and address; and the evaluation report under such conditions is beyond the scope of this number (ESR -2427). report. 5.10 Anchors may be installed in regions of concrete where cracking has occurred or where analysis indicates cracking may occur (ft > f,), subject to the conditions of this report. n ESR -2427.1 Most Widely Accepted and Trusted Page 6 of 15 • • r •} •,' . • r . � - . .. � _ hex hut length. wedge - • fully threaded stud • s code • , JTZ» �• �� a..Y,,,� _ � _ .�C� . , expansion clip ' _ "dog point _. ;washer FIGURE 1-1TW RED HEAD TRUBOLT+ WEDGE ANCHOR (Carbon and Stainless Steel) " y coupling nut _ A • •wedge fully threaded 'stud -� IVA, VVN expansion clip washer' FIGURE 2—OVERHEAD TRUBOLT+ WEDGE ANCHOR • . TABLE 1—LENGTH IDENTIFICATION MARKINGS' , LENGTH. ID MARKING ON ANCHOR HEAD (inches) C D E F_ G H. _• I JK L4/2 N O From .= 4 2 /z 3 3 !z 4 4 h -.5 r 5'/z 6: 61/2 7 78 8 /z lz Up to, but not including 3 3 /z . 4 4 5 5% 6 - • 6 /2 7, - - 7 /z 1. 8 1 8'/2 9 • For SI: 1 inch = 25:4 mm. ' 'Figure 3 shows a typical marking. R s :; :..•fes.-�R .; f , . FIGURE 3—TRUBOLT+ WEDGE ANCHOR LENGTH IDENTIFICATION MARKING 0 ESR -2427 Most Widely Accepted and Trusted Page 7 of 15 TABLE 2—ITW RED HEAD TRUBOLT+ WEDGE ANCHOR AND OVERHEAD TRUBOLT+ WEDGE ANCHOR INSTALLATION INFORMATION (CARBON STEEL AND STAINLESS STEEL)' For SI: 1 inch = 25.4 mm, 1 ft -lb = 1.356 N -m. 'Stainless steel anchors are available in '/?.-inch and 518 -inch -diameters. The OVERHEAD version is available in a carbon steel 3l8 -inch - diameter. zFor installation of the carbon steel anchors in the soffit of concrete on steel deck floor or roof assemblies, see Figure 7. Anchors in the lower and in the upper flute may be installed with a maximum 1 -inch offset in either direction from the center of the flute. In addition, anchors must have an axial spacing along the flute equal to the greater of 3h., or 1.5 times the flute width. 'The notation in brackets is for the 2006 IBC. d,, ' torque= Tins, e , (approx.3 m 5 turns) - dp \\\ \\\\\\ \ t •0 • C� _ .� ! O � A O d a fully threaded'stud: u P. ,z a '3 a p a � hel Ohlt hnom ho hmin T - rr n z FIGURE 4L-4TW RED HEAD TRUBOLT+ WEDGE ANCHOR (INSTALLED) 4 r NOMINAL ANCHOR DIAMETER (inch) PARAMETER NOTATION UNITS Anchor outer diameter de Q3 inches 0.361 0.5 0.615 0.7482 Nominal carbide bit doa inches 3/e '/2 5/8 '/4 diameter - Effective embedments her inches 118 2 , 3 /4 , 2 /, , 4/4 , 3/, depth Minimum anchor h_ inches 2 , 2 /z , 314 , 3 /4 , 4 /, a 4 /8 embedment depth Minimum hole depth' h" inches 2'/, 2'/4 4 3'12 5 45/a Minimum concrete hmm inches 4 5 4 6 6 8 6 6'/4 7 8 member thickness Critical edge distance' c- In. 5 3 6 6 7% 6 7'/2 6'/: 12 10 Minimum anchor Sm'" In. 3'/z 2'/2 6 5'/, 4 5'/, 8 6 6 6 spacing' Minimum edge distancez Cmin In. 3 6 71/Z 5 7'I2 7'/z Minimum overall anchor /-d- inches 2'12 3'/4 4'/z 4'/4 1 6 5'/2 length Installation torque T, v ft -Ib 30.. 45 90 110 Minimum diameter of5 dh inches !z /e , /4 /e hole in fastened part For SI: 1 inch = 25.4 mm, 1 ft -lb = 1.356 N -m. 'Stainless steel anchors are available in '/?.-inch and 518 -inch -diameters. The OVERHEAD version is available in a carbon steel 3l8 -inch - diameter. zFor installation of the carbon steel anchors in the soffit of concrete on steel deck floor or roof assemblies, see Figure 7. Anchors in the lower and in the upper flute may be installed with a maximum 1 -inch offset in either direction from the center of the flute. In addition, anchors must have an axial spacing along the flute equal to the greater of 3h., or 1.5 times the flute width. 'The notation in brackets is for the 2006 IBC. d,, ' torque= Tins, e , (approx.3 m 5 turns) - dp \\\ \\\\\\ \ t •0 • C� _ .� ! O � A O d a fully threaded'stud: u P. ,z a '3 a p a � hel Ohlt hnom ho hmin T - rr n z FIGURE 4L-4TW RED HEAD TRUBOLT+ WEDGE ANCHOR (INSTALLED) 4 r f - ESR -2427 ( Most Widely Accepted and Trusted Page 6 of 15 N � •• L G dpit f_ , � J J • N �a f I J S. N Q V C r torque= Tim (approx. 3 to 5 Tums) FIGURE S—OVERHEAD TRUBOLT+ WEDGE ANCHOR (INSTALLED), INCH NOMINAL ANCHOR DIAMETER (d,) r �.o.Q � ou, �°•001 °•oo;• o'o?.. o•o�• 'o.Q• .off:. 9: o •. o:: . 1 as o .:V0 2 a°.-io o°•:v $' 4 1. Select a carbide drill bit with a diameter equal to the anchor diameter. Drill hole 1/4" deeper than anchor embedment. , 2. Clean hole with pressurized air or vacuum to remove any excess dust/debris. 3. Using the washer and nut provided, assemble the anchor, leaving nut one half turn from the end of anchor to protect threads. Drive anchor through fixture to be fastened until washer is flush to surface of fixture. 4. Expand anchor by tightening nut to the specified setting torque (approx 3-5 • turns). FIGURE 6—INSTALLATION INSTRUCTIONS 0 • ESR -2427 I Most Widely Accepted and Trusted Page 9 of 15 TABLE 3—ITW RED HEAD CARBON STEEL TRUBOLT+ WEDGE ANCHOR AND OVERHEAD TRUBOLT+ WEDGE ANCHOR TENSION DESIGN INFORMATION''='''' 0 For SI: 1 inch = 25.4 mm, 1 int = 645.16 mm2, 1 Ibf = 4.45 N, 1 psi = 0.006895 MPa, 1 Ibf • 102/in = 17,500 N/m. 'The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations, the additional requirements of ACI 318 D.3.3 shall apply. . 2Installation must comply with the manufacturers printed installation instructions and details. 'The'/B-, '/2-, SIB-, and'/4-inch diameter Trubolt + Wedge Anchors are ductile steel elements as defined by ACI 318 D.1. 4All values of 0 apply to the load combinations of IBC Section 1605.2 or ACI 318 Section 9.2. If the load combinations of Appendix C are used, then the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4 (ACI 318-08 and -05 D.4.5). For installations where reinforcement that complies with ACI 318 Appendix D requirements for Condition A is present, the appropriate 0 factor must be determined in accordance with ACI 318-11 DA.3 (ACI 348-08.and -05 DAA). 5For all design cases Wc,N = 1.0. The appropriate -effectiveness factor for cracked concrete (ker) or uncracked concrete (k, ,n) must be used. 'The actual diameter for the 3/rinch•diameter anchor is 0.36.1 inch, for the s/B-inch diameter anchor is 0.615 -inch, and for the'/4-inch diameter anchor is 0.7482 -inch. 'Anchor pullout strength does not control anchor design. Determine steel and concrete capacities only. 'The notation in brackets is for the 2006 IBC. 'The OVERHEAD version is available in a carbon steel '/B -inch -diameter only NOMINAL ANCHOR DIAMETER (inch)' CHARACTERISTIC SYMBOL UNITS a/B 1 /2 B/B �/4 Anchor category 1, 2 or 3 — 1 1 1 1' Minimum effective he, In. s 1 /B 2 , 31/4 , 23t4 41t4 3'/4 embedment depth Minimum concrete member h_ In. 4 5 4 6 6 8 6 6'/4 7 8 thickness Critical edge distance cec In. 5 3 6 6 7'/2 6 7%. 6'/2 12 10 Data for Steel Strengths – Tension Minimum specified yield fy psi 60,000 55,000 55,000 55,000 strength Minimum specified ultimate G. psi 75,000 75,000 75,000 75,000 strep th Effective tensile stress area ASe,n, (AaeJ' int 0.056 0.119 0.183 0.266 neck, Steel strength in tension Ne. Ibf 4,200 8,925 13,725 19,950 Strength reduction factor 4 for tension, steel failure 0 — 0.75 0.75 0.75 0.75 modes° Data for Concrete Breakout Strengths in Tension Effectiveness factor - uncracked concrete k �, — 24 24 24 24 Effectiveness factor - kw — 17 17 17 17 .cracked concrete Modification factor for ,cracked and uncracked WcA — 1.0 1.0 1.0 1.0 concretes Strength reduction factor 0 for tension, concrete failure p — 0.65 0.65 0.65 0.65 modes, Condition B4 Data for Pullout Strengths Pullout strength, uncracked NP°^" Ibf See Footnote 7 See Footnote 7 6,540 5,430 8,900 See Footnote 7 concrete Pullout strength, cracked concrete NP,. Ibf See Footnote 7 See Footnote 7 See Footnote 7 See Footnote 7 Pullout strength for seismic See loads Ne, Ibf See Footnote 7 See Footnote 7 Footnote 7 6,715 See Footnote 7 Strength reduction factor 0 for tension, pullout failure 0 — See Footnote 7 0.65 0.65 See Footnote 7 modes, Condition B4 Additional Anchor Data Axial stiffness in service . load range in uncracked p Ibf lin 100,000 250,000 250,000 250,000 concrete Axial stiffness in service load range in cracked p Ibf /in 40,000 20,000 20,000 20,000 concrete For SI: 1 inch = 25.4 mm, 1 int = 645.16 mm2, 1 Ibf = 4.45 N, 1 psi = 0.006895 MPa, 1 Ibf • 102/in = 17,500 N/m. 'The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations, the additional requirements of ACI 318 D.3.3 shall apply. . 2Installation must comply with the manufacturers printed installation instructions and details. 'The'/B-, '/2-, SIB-, and'/4-inch diameter Trubolt + Wedge Anchors are ductile steel elements as defined by ACI 318 D.1. 4All values of 0 apply to the load combinations of IBC Section 1605.2 or ACI 318 Section 9.2. If the load combinations of Appendix C are used, then the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4 (ACI 318-08 and -05 D.4.5). For installations where reinforcement that complies with ACI 318 Appendix D requirements for Condition A is present, the appropriate 0 factor must be determined in accordance with ACI 318-11 DA.3 (ACI 348-08.and -05 DAA). 5For all design cases Wc,N = 1.0. The appropriate -effectiveness factor for cracked concrete (ker) or uncracked concrete (k, ,n) must be used. 'The actual diameter for the 3/rinch•diameter anchor is 0.36.1 inch, for the s/B-inch diameter anchor is 0.615 -inch, and for the'/4-inch diameter anchor is 0.7482 -inch. 'Anchor pullout strength does not control anchor design. Determine steel and concrete capacities only. 'The notation in brackets is for the 2006 IBC. 'The OVERHEAD version is available in a carbon steel '/B -inch -diameter only ESR -2427 I Most Widely Accepted and Trusted Page 10 of 15 TABLE 4—ITW RED HEAD CARBON STEEL TRUBOLT+ WEDGE ANCHOR AND OVERHEAD TRUBOLT+ WEDGE ANCHOR SHEAR DESIGN INFORMATION"""' For SI: 1 inch = 25.4 mm, 1 in` = 645.16 mmz, 1 Ibf = 4.45 N, 1 psi = 0.006895 MPa, 1 Ibf • felin = 17,500 N/m. 'The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations, the additional requirements of ACI 318 0.3:3 shall apply. Zlnstallation must comply with the manufacturer5'printed Installation Instructions and details. 'The'/, -. '/8-, and'/, -inch diameter Trubolt + Wedge Anchors. are: ductile. steel elements as defined by ACI 318 DA. The 3/9" diameter Trubolt + is considered brittle under shear loading. 4All values of 0 apply to the load combinations of IBC Section 1605.2, ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4 (ACI 318-08 and -05 D.4.5). For installations where reinforcement that complies with ACI 318 Appendix D requirements for Condition A is present, the appropriate d factor must be determined in accordance with ACI 318-11 D.4.3 (ACI 318-08 and -05 D.4.4). , • 'The actual diameter for thele" diameter anchor is 0.361 -inch, for the 5/e" diameter anchor is 0.615 -inch, and for the '1/4" diameter anchor is 0.7482". 'Steel strength in shear values are based on test results per ACI 355.2, Section 9.4 and must be used for design. The notation in brackets is for the 2006 IBC. 'The OVERHEAD version is available in a carbon steel %-inch-diameter only. 40 NOMINAL ANCHOR DIAMETER (inch)' - - CHARACTERISTIC SYMBOL UNITS Anchor category 1, 2 or 3 Minimum effectiveha, In, 15/8 2 3'/4 23/4 41/4 3'/4 embedment depth Minimum concrete member h,�" In-. 4 5 4 6 6 8' 6 6'/ 7 8 thickness 4 Critical edge distance c_ In.. 5 3 6 6 7'/Z 6 7'/2 6'1, 12 10 Data for Steel Strengths – Shear Minimum specified yield strength fy psi 60,000 55,000 55,000 55,000 Minimum specified ultimate strength G. psi 75,000 75,000 75,000 75,000 Effective shear stress area (thread) A..,v[AJ _int 0.075 0.142 0.217 0.332 Steel strength in shear, untracked or cracked V. Ibf 1,830 5,175 8,955 14,970 concrete' Steel strength in shear - seismic loads Vq 1&1,545 5,175 8,955 11,775 Strength reduction factor d for shear, steel failure 0 — 0.60 0.65 0.65 0.65 modes' Data for Concrete Breakout and Concrete Pryout Strengths– Shear Coefficient for pryout strength kip — 1.0' 1.0 2.0, 2.0 2.0 Load-bearing length of In 15/B 2 3'/, 2./, 4'l, 3'/, anchor Strength reduction factor 0 for shear, concrete failure 0 — 0.70 0.70 0.70 0.70 modes, Condition B" For SI: 1 inch = 25.4 mm, 1 in` = 645.16 mmz, 1 Ibf = 4.45 N, 1 psi = 0.006895 MPa, 1 Ibf • felin = 17,500 N/m. 'The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations, the additional requirements of ACI 318 0.3:3 shall apply. Zlnstallation must comply with the manufacturer5'printed Installation Instructions and details. 'The'/, -. '/8-, and'/, -inch diameter Trubolt + Wedge Anchors. are: ductile. steel elements as defined by ACI 318 DA. The 3/9" diameter Trubolt + is considered brittle under shear loading. 4All values of 0 apply to the load combinations of IBC Section 1605.2, ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4 (ACI 318-08 and -05 D.4.5). For installations where reinforcement that complies with ACI 318 Appendix D requirements for Condition A is present, the appropriate d factor must be determined in accordance with ACI 318-11 D.4.3 (ACI 318-08 and -05 D.4.4). , • 'The actual diameter for thele" diameter anchor is 0.361 -inch, for the 5/e" diameter anchor is 0.615 -inch, and for the '1/4" diameter anchor is 0.7482". 'Steel strength in shear values are based on test results per ACI 355.2, Section 9.4 and must be used for design. The notation in brackets is for the 2006 IBC. 'The OVERHEAD version is available in a carbon steel %-inch-diameter only. 40 0 .• .. a « .. ' ..` -.. ESR -2427 I Most Widely Accepted and Trusted Page 11 of 15 ` TABLE 5—ITW RED HEAD STAINLESS STEEL- TRUBOLT+ WEDGE ANCHOR , TENSION DESIGN INFORMATION'''" For SI: 1 inch = 25.4 mm, 1 in` = 645.16 mm`, 1 Ibf = 4.45 N. 1 psi = 0.006895 MPa, 1 Ibf • 10`/in = 17,500 N/m. 'The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations, the additional requirements of ACI 318 D.3.3 shall apply. Zlnstallation must comply with the manufacturers printed installation instructions and details. 'The %- and 5/8 -,inch diameter Trubolt + Wedge Anchors are ductile steel elements as defined by ACI 318 D.1. 4All values'of 0 apply to the load combinations of IBC Section 1605.2 or ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318-11 0.4.4 (ACI 318-08 and -05 D.4.5). For installations where reinforcement that complies with ACI 318 Appendix D requirements for Condition A is present, the appropriate 0 factor must be determined in accordance with ACI 318-11 D.4.3 (ACI 318-08 and -05 D.4.4). °For all design cases W,,N = 1.0. The appropriate effectiveness factor for cracked concrete (kir) or untracked concrete (k,,,,cr) must be used. 'The actual diameter for the 5/8 -inch diameter anchor is 0.615 -inch. 'Anchor pullout strength does not control anchor design. Determine steel and concrete capacities only. 'The notation in brackets is for the 2006 IBC. 14. _ R_ _DIA_MER-(_.CHAACTERISTIC nch) 8 - ANCHOR _ SYM ',- _NO,M--=IN-A—L - - _ 12 _Anchorcategory _ 1' 2 or 3 a Minimurn effective . her In: - 2 3�/4 , i z2� , 4% ,14 embedment depth_- - Qifimum concrete, ohm;, In. 4 - 6 •6 �8 6 `- r w '. member thickness ucee v ,614 Critical edge distance_ - In. 6 fi 7 ` 7%' , 6_%cl, ;T12. s;> a `� 61/2 . Data for Steel Strengths =:Tension Minimum specified yield f p si 65,000 i. 65 000 . stten th a- Y _ Minimum specified: 6 f,e Pst r 100,000 T T _• 105,000 ultimate stren th' - ~ 4 - S -Effective tensile stress A,e;N [A,ef �n z - 'i - --' - 0 .119 - 18 03 area neck Steel strength•in tension 'Nee ' Ibf 11,900' _ ,18 300 aL� Strength reduction factor,- '� for tension', steel — r, ,0.7510.75,-', 1, ailure,odes° lm _ Data for Concrete Breakout Strengths in Tension' •Effectiveness factor-- k„"Q - 24 ' 24^ uncracked concrete i _ Effectiveness factor- k" — ► 17 _ cracked' concrete ' .17 Modification factor for .,cracked and untracked WaN — 1.0 1.0 concretes _ Strength reduction factor' • • ' "`" »r 0461 tension; concrete _ � -afailure modes, -Condition � 0.65 � , 0'65 84 L Data for Pullod(Strengths r Y Pullout strength,- No, a *Ibf See Footnote 7 6,540 5,430 "f` > E�, 8,900 uneracked concrete Pullout strength, cracked ` IV See Footnote 7 + See Footnote 7 _ concrete _NP" Pullout strep th for 9 N Ibf 2,345 See Footnote 7 See Footnote 7 seismic loads , - _ s Strength reduction factor 0 for tension, pullout — a 0. 65 ~' • ,0.65 4. failure modes, Condition B4 1 x• - - — Additional Anchor Data -Axial stiffness in service load range in uricracked (tea Ibf/in 250,000 r * 250,000 ' concrete - Axial stiffness 1n service load range in cracked Ibf fin 20,000 20,000 ' concrete ` For SI: 1 inch = 25.4 mm, 1 in` = 645.16 mm`, 1 Ibf = 4.45 N. 1 psi = 0.006895 MPa, 1 Ibf • 10`/in = 17,500 N/m. 'The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations, the additional requirements of ACI 318 D.3.3 shall apply. Zlnstallation must comply with the manufacturers printed installation instructions and details. 'The %- and 5/8 -,inch diameter Trubolt + Wedge Anchors are ductile steel elements as defined by ACI 318 D.1. 4All values'of 0 apply to the load combinations of IBC Section 1605.2 or ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318-11 0.4.4 (ACI 318-08 and -05 D.4.5). For installations where reinforcement that complies with ACI 318 Appendix D requirements for Condition A is present, the appropriate 0 factor must be determined in accordance with ACI 318-11 D.4.3 (ACI 318-08 and -05 D.4.4). °For all design cases W,,N = 1.0. The appropriate effectiveness factor for cracked concrete (kir) or untracked concrete (k,,,,cr) must be used. 'The actual diameter for the 5/8 -inch diameter anchor is 0.615 -inch. 'Anchor pullout strength does not control anchor design. Determine steel and concrete capacities only. 'The notation in brackets is for the 2006 IBC. 14. ESR -2427 I Most Widely Accepted and Trusted . Page 12 of 15 TABLE 6—ITW RED HEAD STAINLESS STEEL` TRUBOLT+ WEDGE ANCHOR SHEAR DESIGN INFORMATION'''' _ ,SYMBOL �. . ANCHOR DIAMETER (mch)5 CHARACTERISTIC + UNITS - _NOMINAL _ _ r , - _ _ -s Anchor category Minimum.effective embedment depth ha, In. 2 ' 3'/4 231. �; • 414 - -� f Minimum concrete to r'.- r6 member thickness h i" In. 4 6 6 , 8 , + "61/4 .Critical edge distance c 6 : ;_ +6- 716 +6 +' k. 6'/z { _ _ Data for Steel Stre gths -- Shear _ --- , Mimm`um speGfied._yie.ld ! _ - r - . sireh 'h- . f,, psi 65,000 , _6j,00 0 - _ _ a. -Mimm`um specified ultimate strength_ fAa ` 100,000 - + n 100,000 , . ,i 'Effearea`(Mread),Zi467 shear stress y' - zt ` 3 _q [Ad in. 0.142 0.217 _ Steel strength m shear, ' uncrasked orcracked V„ . Ibf . -.7,265 10 2'115 concretes r° F. v- -Steel strength in shear - seismic loads ' V, Ibf 5,805 -8105- _ Strength reduction factor' -• 'at ' = = �- . ` ,0 for shear, steel failure , .. 0 — _ 0.65 ,0.65. modes` T y '_ Data for Concrete Breakout and Concrete Pryout Strengths -Shear r - Coefficient for pryout -7r I- T strength kw J _ 1.0 2.0 ' + 2.0 Load-beanngilength of -'.t anchor. /a In 2, 31/4 2I4 44 , Strength reduction factor 1 d for.shear, concrete_ - ` failure modes. Condition r ' 0 _ s 0`70 + a . 0.70' . . For SI: 1 inch = 25.4 mm, 1 in` = 645.16 mm`, 1 Ibf = 4.45 N. 1 psi = 0.006895 MPa, 1 Ibf - 10`/in = 17,500 N/m. 'The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations, the additional requirements of ACI 318 D.3.3 shalt apply. 'Installation must comply with the manufacturers printed Installation instructions and details. 'The'/T and 51s -inch diameter Trubolt + Wedge Anchors are ductile steel elements as defined by ACI 318 D.1. 4All values of 0 apply to the load combinations of IBC Section 1605.2 or ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4 (ACI 318-08 and -05 D.4.5). For installations where reinforcement that complies with ACI 318 Appendix D requirements for Condition A is present, the appropriate 0factor must be determined in accordance with ACI 318-11 D.4.3 (ACI 318-08 and -05 D.4.4). 'The actual diameter for the 'A"diameter anchor is 0.615 -inch. °Steel strength in shear values are based on test results per ACI 355.2, Section 9.4 and must be used for design. 'The notation in brackets is for the 2006 IBC. 0 0 ESR -2427 I Most Widely Accepted and Trusted Page 13 of 15 ti ,TABLE 7—EXAMPLE ITW RED HEAD CARBON STEEL TRUBOLT+ WEDGE ANCHOR AND OVERHEAD TRUBOLT+ WEDGE ANCHOR y ALLOWABLE STRESS DESIGN (ASD) VALUES FOR ILLUSTRATIVE PURPOSES1'1,3,ess,7,e,e,10 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. Design assumptions: 'Single anchor with static teQsion load only. 2Concrete determined to remain uncracked for the life of the anchorage. 31-oad combinations are in accordance with ACI 318 Section 9.2 and no seismic loading. °Thirty percent dead load and 70 percent live load, controlling load combination 1.2D + 1.6L. sCalculation of weighted average for a: 1.2D + 1.6L = 1.2(0.3) + 1.6(0.7) = 1.48. ef� = 2,500 psi (normal-weight.concrete). ' 7Cn1=Cn2>=Cb• eh � hmin• - 'Values are for Condition B where supplementary reinforcement in accordance with ACI 318-11 D.4.3 is not provided. 1eThe Overhead Trubolt+ Wedge version is available in a carbon steel 3/e -inch -diameter only. Illustrative Procedure to Calculate Allowable Stress Design Tension Value: RED HEAD Carbon Steel Trubolt+ Wedge Anchor 1/2 inch diameter using an effective embedment of 3'/4 inches, assuming the given conditions in Table 3, in accordance with ACI 318-11 Appendix D and this report. , PROCEDURE CALCULATION Step 1 Calculate steel strength of a single anchor in tension - Oka = O Nsa per ACI 318 D 5.1.2, Table 3 of this report =0.75'8,925 =6,694 lbs steel strength Step 2 ANCHOR EMBEDMENT EFFECTIVE EMBEDMENT ALLOWABLE TENSION LOAD ANCHOR NOTATION DEPTH DEPTH (Inches), hnem (inches), h,r (Ibs) 3/e 2 1% 1,090 - - 2112 2 1,490 !2 33/4 3'/4 2,870 = 0.65`(95/95)/1.0"1.011.0'7,031 31/4 23/4 2,385 s IB 43/4 41/4 3,910 3/4 43/s 3314 3,825 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. Design assumptions: 'Single anchor with static teQsion load only. 2Concrete determined to remain uncracked for the life of the anchorage. 31-oad combinations are in accordance with ACI 318 Section 9.2 and no seismic loading. °Thirty percent dead load and 70 percent live load, controlling load combination 1.2D + 1.6L. sCalculation of weighted average for a: 1.2D + 1.6L = 1.2(0.3) + 1.6(0.7) = 1.48. ef� = 2,500 psi (normal-weight.concrete). ' 7Cn1=Cn2>=Cb• eh � hmin• - 'Values are for Condition B where supplementary reinforcement in accordance with ACI 318-11 D.4.3 is not provided. 1eThe Overhead Trubolt+ Wedge version is available in a carbon steel 3/e -inch -diameter only. Illustrative Procedure to Calculate Allowable Stress Design Tension Value: RED HEAD Carbon Steel Trubolt+ Wedge Anchor 1/2 inch diameter using an effective embedment of 3'/4 inches, assuming the given conditions in Table 3, in accordance with ACI 318-11 Appendix D and this report. , PROCEDURE CALCULATION Step 1 Calculate steel strength of a single anchor in tension - Oka = O Nsa per ACI 318 D 5.1.2, Table 3 of this report =0.75'8,925 =6,694 lbs steel strength Step 2 Calculate concrete breakout strength of a single anchor in - Nb = kung,* In* FT „hafLs tension per ACI 318 D 5.2.1, Table 3 of this report = 24.1.0 • J500 s 3.25i5 = 7,031 lbs - - ON, _0ANCIANCOWed.NWC,N Wcp,NNb = 0.65`(95/95)/1.0"1.011.0'7,031 = 0.65'7,031 = 4,570 lbs concrete breakout strength Step 3 Calculate pullout strength in tension yr•pn = 0 Np,uncrWc,F (f c.aa/2,500)" per ACI 318 D 5.3.2 and Table 3 of this report = 0.65"6,540'1.0'1.00'5 = 4,251 lbs pullout strength Step 4 . Determine controlling resistance strength in tension = 4,251 lbs controlling resistance f per AC1 318 D 4. 1.1 Step 5 Calculate allowable stress design conversion factor for loading a =1.2D + 1.6L ` condition per ACI 318 Section 9.2: =1.2(0.3) + 1.6(0.7) =1A,.,,48 Step 6 Calculate allowable stress design value per TWI—ble,A3D = Nn /a q Section 4.2 of this report = 4;251 / 1.48 r = 2,870 lbs allowable stress design ` ESR -2427 I Most Widely Accepted and Trusted Page 14 of 15 TABLE 8—ITW RED HEAD CARBON STEEL TRUBOLT+ WEDGE ANCHOR AND OVERHEAD TRUBOLT+ WEDGE ANCHOR INSTALLATION INFORMATION FOR ANCHORS LOCATED IN THE SOFFIT OF CONCRETE FILL ON METAL DECK FLOOR AND ROOF ASSEMBLIES"' For SI: 1 inch = 25.4 mm, 1 ft -Ib = 1.356 N -m. 'Anchors in the lower and upper flute may be installed with a maximum 1 -inch offset in either direction from the center of the flute. In addition, anchors must have an axial spacing along the flute equal to the greater of 3hf or 1.5 times the flute width. 2The notation in brackets is for the 2006 IBC. 'The Overhead Trubolt+ Wedge version is available in a carbon steel'/8-inch-diameter only. TABLE 9—ITW RED HEAD CARBON STEEL TRUBOLT+ WEDGE ANCHOR AND OVERHEAD TRUBOLT+ WEDGE ANCHOR DESIGN INFORMATION FOR ANCHORS LOCATED IN THE SOFFIT OF CONCRETE FILL ON METAL DECK FLOOR AND ROOF ASSEMBLIES"' NOMINAL ANCHOR DIAMETER (inch) NOMINAL ANCHOR DIAMETER (inch) SYMBOL UNITS PARAMETER SYMBOL UNITS Location of Installation - - upper and lower flute upper and lower lower lower flute 3/8 i/Z flute 9/8 Anchor outer diameter djd,]2 inches 0.361 2 3'/, 0.5 4114 Characteristic pullout strength, uncracked concrete over metal deck 0.615 Ibf Nominal carbide bit diameter dbu inches '/e 6,005 Characteristic pullout strength, '!z Ibf 1,650 5/B 4,025 Location of Installation - - upper and lower flute upper and lower lower lower flute Characteristic shear strength, Vse, deck Ibf flute 2,200 flute 2,890 6,560 concrete over metal deck Minimum effective embedment depth he, Inches 15/8 2 3'14 2'/, 4'/4 Anchor embedment depth hn,,, Inches 2 _ 21/2 0.65 3'/4 31/4 4'/, Minimum hole depth h, Inches 2'/4 0 2'/, 0.60 4 3'/2 5 Minimum overall anchor length lwchw Inches 2'/2 3'/4 4'/2 4'l4 6 Installation torque T,,, ft -Ib 30 45 90 Minimum diameter of hale in 5/ '/4 fastened part do inches /z 8 For SI: 1 inch = 25.4 mm, 1 ft -Ib = 1.356 N -m. 'Anchors in the lower and upper flute may be installed with a maximum 1 -inch offset in either direction from the center of the flute. In addition, anchors must have an axial spacing along the flute equal to the greater of 3hf or 1.5 times the flute width. 2The notation in brackets is for the 2006 IBC. 'The Overhead Trubolt+ Wedge version is available in a carbon steel'/8-inch-diameter only. TABLE 9—ITW RED HEAD CARBON STEEL TRUBOLT+ WEDGE ANCHOR AND OVERHEAD TRUBOLT+ WEDGE ANCHOR DESIGN INFORMATION FOR ANCHORS LOCATED IN THE SOFFIT OF CONCRETE FILL ON METAL DECK FLOOR AND ROOF ASSEMBLIES"' For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Values for NP,d�k and Vsa,d,ck apply to sand -lightweight concrete having a minimum concrete compressive strength, f., of 3,000 psi. 2All values of 0 apply to the load combinations of IBC Section 1605.2 or ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of 0must be determined in accordance with ACI 318-11 D.4,4 (ACI 318-08 and -05 D.4.5). For installations where reinforcement that complies with ACI 318 Appendix D requirements for Condition A is present, the appropriate 0 factor must be determined in accordance with ACI 318-11 D.4.3 (ACI 318-08 and -05 D.4.4). 3For seismic applications according to Section 4.10.3 of this report multiply the value of Vsa.deck by 0.84. NOMINAL ANCHOR DIAMETER (inch) CHARACTERISTIC SYMBOL UNITS 1 /2 518 Location of Installation - - upper and lower flute upper and lower lower lower flute flute flute Minimum effective embedment depth h„ inches 1518 2 3'/, 2'/4 4114 Characteristic pullout strength, uncracked concrete over metal deck N P. deck, uno Ibf 2,170 2,515 5,285 3,365 6,005 Characteristic pullout strength, Nc deck v Ibf 1,650 1,780 4,025 2,405 5,025 cracked concrete over metal deck Characteristic shear strength, Vse, deck Ibf 1,6403 2,200 3,790 2,890 6,560 concrete over metal deck Reduction factor for pullout strength in tension, Condition B _ 0.65 0.65 0.65 Reduction factor for steel strength in shear, Condition B 0 0.60 0.65 0.65 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Values for NP,d�k and Vsa,d,ck apply to sand -lightweight concrete having a minimum concrete compressive strength, f., of 3,000 psi. 2All values of 0 apply to the load combinations of IBC Section 1605.2 or ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of 0must be determined in accordance with ACI 318-11 D.4,4 (ACI 318-08 and -05 D.4.5). For installations where reinforcement that complies with ACI 318 Appendix D requirements for Condition A is present, the appropriate 0 factor must be determined in accordance with ACI 318-11 D.4.3 (ACI 318-08 and -05 D.4.4). 3For seismic applications according to Section 4.10.3 of this report multiply the value of Vsa.deck by 0.84. • ESR -2427 I Most Widely Accepted and Trusted' Page 15 of 15 Nominal Anchor Diameter. = 3/8" Sand_lightweight or. " h,mm = Z" Normal Weight Concrete ' Min.1"Typ. 1 Fupper fl _ 2ute lower flute (Min. f'c=3,000 PSI) ... r • , •?�' .� � C.',! J C :,� r� til � r' • J•l n . • � � t, • Min. I 1/2 . ' : + _ • - _ _ + �' �. Max, 3 I \ r Min. 0.034" --►I I— Thickness Metal Deck Max. l'" 1 I �lower Flute I Offset, Typ. I I 11" Typ. �I . �—.Min. Yp Min. 4-1/2" Upper Flute t Min. 4-1/2" I I Max. 1" Offset, Typ. . Nominal Anchor Diameter = 1/2." Sand -Lightweight or Normal Weight Concrete Min. I" Typ. upper flute 3-3/4" 3-3/4" o er flute (Min. f'c=3,000 PSI) q r s,- - _ �. :a' T Wil_ a ., • , Min. 11 r Max. 3" • �' t Min. 0.034„ Thickness Metal Deck hI Max. l" lower Flute Offset, Typ. I Min 12" Typ.—�I Min. 4-1/2" Upper Flute Min. 4-1/2" Max. l" Offset, Typ. r Nominal Anchor Diameter = 518" • Sand -Lightweight or hri,,,, = VA" or Normal Weight Concrete Min. l" Typ. 4-3/4" lower flute (Min. f'(=3,000 PSI) Min. l li„ , Max. 3" a Min. 0.034" Thickness Metal Deck Lower Flute IMin. 12" Typ. �I ' Min. 4.1/2" • " I I y Upper Flute I, ' Min: 41%2" Max. l" Offset, Typ. FIGURE 7-4TW RED HEAD CARBON STEEL TRUBOLT+ WEDGE ANCHOR AND OVERHEAD' TRUBOLT+ WEDGE ANCHOR LOCATED IN THE SOFFIT OF CONCRETE OVER STEEL DECK FLOOR AND ROOF ASSEMBLIES (1 Inch = 25.4 mm) ICC -ES Evaluation Report ESR -2427 FBC Supplement Reissued August 2014 This report is subject to renewal November 1, 2015. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 03 00 00—CONCRETE Section: 03 16 00—Concrete Anchors DIVISION: 05 00 00—METALS Section: 05 05 19—Post-installed Concrete Anchors REPORT HOLDER: ITW RED HEAD 700 HIGH GROVE BOULEVARD GLENDALE HEIGHTS, ILLINOIS 60139 (800) 848-5611 www.itw-redhead.com techsupport9itwccna.com EVALUATION SUBJECT: ITW RED HEAD CARBON STEEL TRUBOLT+ WEDGE ANCHORS, STAINLESS STEEL TRUBOLT+ WEDGE ANCHORS AND CARBON STEEL OVERHEAD TRUBOLT+ WEDGE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that ITW Red Head Trubolt+ Wedge Anchors and OVERHEAD Trubolt+ Wedge Anchors for Cracked and Untracked Concrete, recognized in ICC -ES master evaluation report ESR -'2427, has also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2010 Florida Building Code—Building ■ 2010 Florida Building Code—Residential 2.0 CONCLUSIONS The ITW Red Head Trubolt+ Wedge Anchors and OVERHEAD Trubolt+ Wedge Anchors for Cracked and Uncracked Concrete, described in Sections 2.0 through 7.0 of the master evaluation report ESR -2427, comply with the 2010 Florida Building Code—Building and the 2010 Florida Building Code—Residential, provided the design and installation are in accordance with the International Building Code provisions noted in the master report and the following provisions apply: • Design wind loads must be based on Section 1609 of the 2010 Florida Building Code—Building or Section 301.2.1.1 of the 2010 Florida Building Code—Residential, as applicable. • • Load combinations must be in accordance with Section 1605.2 or Section 1605.3 of the 2010 Florida Building Code— Building, as applicable. • The modifications to ACI 318 as shown in the 2009 IBC Sections 1908.1.9 and 1908.1.10, as noted in 2009 IBC Section 1912. 1, do not apply to the 2010 Florida Building Code. Use of the ITW Red Head Trubolt+ Wedge Anchors and OVERHEAD Trubolt+ Wedge Anchors for Cracked and Uncracked Concrete for compliance with the High -Velocity Hurricane Zone provisions of the 2010 Florida Building Code— Building and the 2010 Florida Building Code—Residential has not been evaluated, and is outside the scope of this supplemental report. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report reissued August 2014. ICC -ES Evaluadon Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed. nor are they to be construed MOM as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, expi ess or implied. as to any funding or other matter in this report, or as to any product covered by the report. Copyright O 2014 Page 1 of 1 A � � 11111111 I , �,I' . r' ` kr � `' (�ll�� II 11111111 II .il�'I` ,• I '• •'. , . • .. _-AIR FILTRATION CO., INC.` � ' �'• PAINT ARRESTANCE FILTER TEST REPORT ' *' Tested as compliant in accordance with parameters set forth in NESHAP SUBPART HHHHHH Spray Removal Efficiency & Paint Holding Capacity, Tested for: Air Filtration Co., Inc. Filter Mfr.: �. AAF International 'T� ' �• ` , Filter Name: 15 Gr Paint Arrestor (PA/GA Series) Report#./Test# R 660 T 760; Report Date: - , March 16, 2005 Test Information' .. FILTER DESCRIPTION:,. White/Green highloft fiberglass PAINT DESCRIPTION: 0.5 Pressure Drop • • - 1. <� .,�.:.' ., „t' ., •; 00.4 High Solids Baking Enamel (S. W. 91 Permaclad 2400, red) PAINT SPRAY METHOD: �� :.0.3 Conventional Air Gun at 40 PSI 1' Q 0.2 • SPRAY FEED RATE: i L.r �' �-' �;�'" 20.1 137 gr./min. 130 cc./min.' ' AIR VELOCITY: 150 FPM. - 0 •2000 4000 6000 8000 Wt. Paint Fed (g.) • 1 , i.. , i 1. • Test Results INITIAL PRESSURE DROP of Clean Test Filter ' 0.02 in. water FINAL PRESSURE DROP of Loaded Test Filter 0.14 in. water . WEIGHT GAIN on TEST FILTER & Test Frame Trough 't ' �.. 7 a 3925 grams ' PAINT HOLDING CAPACITY of TEST FILTER •� '." J `I Y 1073 grams = 2.4 lbs. T7 •L~ ` ' PAINT RUN-OFF, 2852 grams < � WEIGHT GAIN on FINAL FILTER c 47.1 grams = PENETRATION AVERAGE REMOVAL EFFICIENCY of TEST FILTER 98.81 % Test Engineer:`„ Todd Kruger. Supervising Engineer: K. C. Kwok, Ph.D. t " '',tL ,1858 HWY 14 . ,, �` .. Corydon, IA 50060 `, �' . ; 800-848-5859 ' AIR FILTER TESTING LABORATORIES, INC, 4032 OLD 1A GRANGE ROAD I CRESTWOOD, KENT JM 40014 SNE I FAX (802)222$720 REPORT NO. 8263 TEST NO. 4 SHEET NO. 5 ASHRAE METHOD 5271992 AIRFLOW -VS- RESISTANCE AND INITIAL SILICA DIOXIDE DUST FRACTION REMOVAL EFFICIENCY; CLEAN DEVICE TEST REQUESTED BY AIR FILTRATION CO., INC. MANUFACTURER AIR FILTRATION CO., INC. HOW AFTL PROCURED TEST SAMPLE FURNISHED BY MANUFACTURER PRODUCT NAME LAMINAR III MODEL NO. L2424 DIMENSIONS 24 IN. H 24 IN. W 1 IN. D PRODUCT DESCRIPTION MEDIA TYPE - NON -WOVEN POLYESTER MEDIA AREA - 4.0 FT"2 ADHESIVE - WATER BASED TACKIFIER TEST AIR FLOW RATE ( CFM) jvp 1✓Q 400 SILICA DIOXIDE DUST FRACTION (5 -10 UM) INCREMENT (g) 30 INITIAL SILICA DIOXIDE DUST FRACTION (5 -10 UM) REMOVAL EFFICIENCY { 96) 98.3 CLEAN DEVICE AUWWW -vs. PX.SWANM n OA O � W 02 0 o.t 0 i E I i i f i t 1 02 i. f 0.13------------- ' j ° 200 300 600 ARRAMI RATE - CU8lC FEET PER mmuRE .-till Ifffiff"_ `\,\,��,�P�E pF xENr��`,,�,,,' DATE 11-14-1894 S TEST SUPERVISOR J.P.S. DAVID 1. ENGINEERJNG APPROVAL A1URFhY, JR. 6035 RFGISTEP�� 110 0 0 9 2.6'Limit Switches E50 Heavy -Duty Plug -In Switches E50 Heavy -Duty Plug -In Switches E50 Heavy -Duty Plug -In Switches Product Description Features E50 Modular Plug -In Limit Modular, plug-in Switch Components from components (head, body Eaton's electrical sector are and receptacle) provide the industry standard with application flexibility, versatility of design and reduced inventory and less high reliability for low, downtime maintenance, installation and Manufactured to take the inventory costs. Standard physical and Viton gaskets, seals and environmental abuse boots and a zinc die cast (including cutting fluids enclosure provide exceptional and chemicals) of harsh chemical resistance to the industrial environments common coolants, cleansing Chemical resistant Viton agents, and hydraulic fluids gaskets, seals and boots found in machine tool, are standard, and so are automotive, waste water captive, posi-drive screws treatment and other heavy duty industrial applications. The switches have Mounting dimensions terminal identification on accommodate both U.S. and the nameplate for visual DIN standards for easy wiring checkout without retrofit installations. Super guesswork. Heads and bright 24-120 Vac/dc LED switch bodies can be indicating light versions replaced without rewiring simplify setup and troubleshooting operations. Contents Description Page E50 Heavy -Duty Plug -In Switches Product Selection Assembled Switches—Standard ......... V8 -T2-55 Assembled Switches—Special Purpose ... V842-58 Operating Heads ..................... V842-59 Switch Bodies ....................... V842-60 Receptacles ......................... V842-61 Compatible Connector Cables .........I. V842-62 Accessories ........................... V842-62 Technical Data and Specifications .......... V842-64 Circuit Diagrams ........................ V842-65 Wiring Diagrams ....................... V842-65 Dimensions ........................... V842-66 0Drawings N Online • E50 devices can be ordered in separate components or as complete assembled switches • 600V rating, ridge -topped contacts and wiping action assure continuity even to logic level circuits • Keyed, four direction head positioning • Standard 5° pre -travel and 90° total travel • 24-120 Vac/dc LED and 120 Vac neon indicating lights available • Rotary heads are field convertible CW, CCW, or both, without special tools • Epoxy filled, pin connector or pigtail pin connector receptacles available Standards and Certifications • UL Listed • CSA Certified • IEC.947.5.1 • TUV—E9271605E02 • CE (where shown) @ cp C E A DANGER THIS SENSOR IS NOT A SAFETY DEVICE AND IS NOT INTENDED TO BE USED AS A SAFETY DEVICE. This sensor is designed only to detect and read certain data in an electronic manner and perforin no use apart from that, specifically no safety- related use. This sensor product does not include self -checking redundant circuitry, and the failure of this sensor product could cause either an energized or de -energized output condition, which could result in death, serious bodily injury, or property damage. For Customer Service in the U.S. call 1 -877 -ETN CARE (386-2273), For the most current information in Canada call 1-800-268-3578. on this product, visit our Web site: For Application Assistance in the U.S. and Canada www.eaton.com call 1-800-426-9184. V8 -T2-54 Volume 8—Sensing Solutions CA08100010E—February 2013 www.eaton.com 2.6 Limit Switches E50 Heavy -Duty Plug -In Switches Technical Data and Specifications ®E50 Heavy -Duty Plug -In Switches Description Specification Environmental ratings NEMA 1, 3, 3S, 4, 4X, 6, 6P, 13, IP67 Material of construction Zinc die cast Switch gasket material Viton Universal U.S./OIN mounting dimensions 1.16 in (30 mm) x 2.34 in (60 mm) Conduit entrance 1/2 in NPT or 20 mm threading Contact ratings See below Contact operation Snap action over center mechanism Contact material Fine silver Maximum frequency of operation 8000 operations per hour Mechanical life . Side rotary 13,000,000 operations minimum Side or top push 10,000,000 operations minimum Electrical life Single -pole 1,000,000 operations typical at full load ` Two -pole 100.000 operations typical at full load Ambient temperature range—standard Standard without cable 14° to 250°F (-100 to 121°C) Standard with cable 140 to 221°F (-100 to 105°C) Low temperature without cable -401 to 250°F 1-401 to 121°C) Low temperature with cable -400 to 221°F (-400 to 105°C) Repeat accuracy—standard Side operated Within 0.0012 in Top operated Within 0.0003 in Side rotary Within 0.0014 in - Torque requirements: Switch body screws 25-30 lb -in Operating head screws 14-18 lb -in Wire size Will accept AWG 622-612, single or stranded wire Electrical Data—Maximum Contact Ratings (Same polarity each pole) Current, Amperes Voltamperes Current, Amperes Max. Make AC Volts Make Break cant O Make Break DC Volts or Break Cant. All Switches Except Gravity Retum and Indicating Light Versions NEMA A600 Rating NEMA R300 120 60 6 10 7200 720 125 0.22 1.0 240 30 3 10 7200 720 250 0.11 1.0 480 15 1.5 10 7200 720 250 0.11 1.0 600 12 1.2 10 7200 720 250 0.11 1.0 Switches with Indicating Lights (LED or Neon) NEMA Al 50 Rating NEMA R150 120 60 6 10 7200 720 125 0.22 1.0 Gravity Retum Switches—Maximum Contact Ratings NEMA 6600 Rating—Contacts an same polarity 120 30 3 5 3600 360 — — — 240 ' 15 1.5 5 3600 360 — — — 480 7.5 0.75 5 3600 360 — — — 600 6 0.60 5 3600 360 — — — Note O Thermal rating. Valid only if switch does not have to make or break. V842-64 Volume 8—Sensing Solutions CA08100010E—February 2013www.eaton.com r� u NEC 'APPROVED POUR FITTING I .. FLEX COND IT - HAZARDOUS LOCATION LIMIT SWITCH DOOR BRACKET DOOR HINGE ---_[ MAN DOOR OBSERVATION WINDOW TYPICAL DOWNFLO MAN—DOOR LIMIT SWITCH _ NEC APPROVED POUR FITTING HAZARDOUS LOCATION LIMIT SWITCH DOOR BRACKET LEFT DRIVE DOOR TYPICAL DRIVE—DOI FLEX CONDUIT NEC APPROVED POUR FITTING CONDUIT FOR CLASS 1 DIVISION 2 LOCATION HAZARDOUS LOCATION LIMIT SWITCH DOOR BRACKET ' oo DOOR HINGE MAN ACCESS DOOR OBSERVATION WINDOW - FLEX CONDUIT - TYPICAL CROSSFLO MAN=DOOR LIMIT SWITCH TYPICAL" ur"OL'OR LMT HEADER PANEL SWITCH I S T L LA T10 NOTE; ALL ELECTRICAL WIRING TO COMPLY WITH NFPA 70, THE NATIONAL ELECTRIC CODE, LATEST EDITION, RIGHT DRIVE DOOR, UNLESS SAY OTHERWISE BY LOCAL AUTHORITY HAVING" JURISDICTION. AIR FILTRATION CO,, INC �, is tw. �a 250 AIRPORT PARKWAY, OROVILLE, CA 95965 x9em in d4ma mmm W *ft (800) 331-1144 (530) 538119 (FAX) uq tat AN rkftm ved. Drawn by: pwg No: Rev: Y T DETAIL—LIMIT SWITCH Date:S 17 01 stole: 1 1'-0" sheet: WITCH 0 a 0 • 0 TEMPERED:SAFETY. U. Typical Applications for Heat Treated Tempered Glass Federal, state and local laws require safety glazing such as heat treated tempered glass wherever human impact is possible, e.g. doors and sidelights. If broken the glass falls out of its opening in interlocking clumps. Selecting the Right Strength Annealed: As -produced glass is cooled slowly as it exits the float line, minimizing, residual internal stresses. Heat Treated Tempered Glass:„Three.to:five times stronger than annealed glass is made by cutting annealed glass to size, heating to near its softening point, and quenching with air more quickly. Minimum surface compression is 10,000 psi, edge compression 9,700 psi. "American National Standard for Safety Glazing Materials used in Buildings - Safety Performance Specifications and Methods of Tests: ANSIZ97,1-1984.” Copies of ANSI Z97,1-1984 may be obtained from: American National Standards Institute 1430 Broadway New York, NY 10018 "Consumer Product Safety Conrmissiott Safety Standards for Architectural Glazing Materials - at Title 16, Part .1201 of the Code of Federal Regulations: 16 CFR 1201. " Copies of 16 CFR 1201 may be obtained from: Consumer Products Safety Commission 5401 Westbard Avenue Bethesda, MO 20016 A. Cl: Heat Treated Tempered Safety Glass is Tested and Certified by SGCC to Conform with Standards Referred to in ANSI Z97,1-1984 and 16 CFR 1201. SGCC NO. INCH (NMI) TYPE MAX. S1ZE CERTIFIED ACI Glass Products; Santa Clara, CA 1494 3/16 (5.0) TTG U 1496 1/4 (6.0) . TTG U 1497 3/8 (10.0) TTG U 1498 % (12.0) TTG U 1495 7/32 (5.6) TPG (S) U safety glazing certification council [NDUSTRIAL PARK ° 3933 US ROUTE 11 P.O. BOX 2040 CORTLAND, N.Y. 13045-0950 PHONE: 607-753-6711 5399.E H� OI Z� =I-ON:����T -VU.T� R AT ..-MA Date 8ember259agb -, ..' This.::authoriies ..the manufacturer ':to : apply the'. certified. products 'when made..in accordance with .the acoompanyirig descptions and. drawings, under,: the ricondi tions. >set forth in theg Certification;. Agreement 'herei.n:�� AP'P licant Air Filtration Tnc. 5523'Baggett Marysville Road �. Oroville, CA 959.65 ' Manufacturer:: Same -as applicant Reference Report:to . ':J9801390Q7,, 03 Product.Covered: :Fluorescent Lighting Fixture models AFC::.205':'.arid :AFC 215 r .` Description four tube :type Fluorescent 'Lighting Fixtures that " : are permanently Co=ected : and . installed fully.: qualified electrician. The ':units; are ';for:: " d� indoor use only Standard (s) Fluorescent Lighting Fixtures (UL;1570; 4th" Thus procedure, with alIrevisions, etc is the property of`� Intertek Testing ,:Services an z's' intended solel for toe,`; idance of <the listee and the :representative of 'Intertek' Testzng Services, and is.:,not transferable �' !ter � ,j . trsseo• •. F' `:Issued by Intertek ;Testi.ri, 18 :B ouldeii : Cir' l` c e' :Shite' - New' .Castle, DE;`:19720, USAF Authorized by: Wa I 5 Dated William T.'Starr Certification Manager" 0 - a AFC CLASS 1 DIVISION 2 LIGHT jo � k w N • U G P CLASS 1 DIVISION 2 U J a ~ EnCL LIGHT ADAPTERO o Q� o � fav Z �M 1/4" WIRE GLASS e o k, CAULKING/FOAM TAPE Of w o LIGHT PANEL WITH LIGHT FIXTURE FRAME H LnLi g o _j wLLJ a x u- w : c w ai ¢ a E- cr w z C ry- w 0- r. i • b i. d BOOTHS WALL PANEL BOOTHS PANEL J L� DOUBLE FACE TAPE NOTE; USES 3/16" POP RIVETS TO ATTACH LIGHT FRAME TO PANEL 15 3/4" X 49 3/4" WITH 3"RADIUS CORNERS HOLE 20' X 54" LIGHT FIXTURE FRAME -- DOUBLE FACE TAPE I" WIDE .......... � 1/4 TEMPERED SAFETY GLASS 19 1/2" X 53 1/2" FOUR FLUORESCENT TUBES ..... .......... �LIGHT CLIPS AFC205 LIGHT FIXTURE 1/4': TEMPERED SAFETY GLASS LIGHT CLIP TEL SCREW THRU FLANGE AFC205 LIGHT FIXTURE, INSIDE SERVICE LIGHT DOORS ASSEMBLY t "BOOTH VERTICAL WALL PANEL CUT 22"X 56 3/4 HOLE IN VERTICAL WALL PANEL PLACE INSIDE SERVICE LIGHT FRAME IN HOLE USE 3/16" POP RIVETS TO ATTACH LIGHT FRAME TO VERTICAL WALL PANEL USE 3/16" POP RIVETS TO ATTACH LIGHT FIXTURE TO INSIDE SERVICE LIGHT FRAME t' FOUR LIGHT FIXTURE TUBES i I INSIDE SERVICE LIGHT DOOR TEK SCREW TEK SCREW ' NOTE: I" WIDE DOUBLE FACE TAPE AROUND OUTSIDE ' EDGE OF TEMPERED GLASS WINDOW ON BOTH SIDES. 1/4" TEMPERED SAFETY GLASS 19 1/2"X 53 1/2" USE 3—TEK SCREWS OR • POP RIVETS TO ATTACH' CONTINUOUS E(INGE TO FRAME USE 3/16" POP RIVETS TO ATTACH LIGHT- FRAME TO VERTICAL WALL PANEL ' WALL PANEL INSIDE SERVICE LIGHT FRAME LIGHT FIXTURE INSIDE SERVICE LIGHT DOORAIR FILTRATION CO., INC ihltdraNIng Isthe praperyof AFC, +nc and $ not to be vied 250 AIRPORT PARKWAY, OROVILLE, CA 95965 m*se In Pea MTWVan wiLi (800) 331-7744 (530) 533.0179 (FAX) AFt,1ne• A dphtME.Wd, TEK SCREW l Drawn by: Dwq No: Rn,; —_ JDD INSIDE—SERVICE—LIGHT Data:. Scale: 03-09-01 3/8 1 sheet: AFC STANDARD LIGHT MODEL #AFC 205 120V, O.8A, 60HZ ETL LISTED #53993, UL STD 1570 1/4 x 20 SCREW ISO VI 53 1/2" 50° -WIRE .HOLE - 15/16" 1 3/4" 4 9/16" 2 5/8" 6 15/16 4 - 48" COLOR -CORRECTED FLUORESCENT LIGHT TUBES 0 53 1/2" END VI I--- 19 1/2" --I 1 AIR FILTRATION CO., INC msftwuglsthe pmpfftyor nd If not to be used 250 AIRPORT PARKWAY, OROYILLE, CA 95965 un �� (800) 331.7744 (530) 533.0179 (FAX) Air, inc. AAfight rexnecl. Drown by. Dwg No., Rer. YT LT -AFC -205-01- Data: Sheet 1 �1 'i/1R/1000 1 nC n Pilot .Operated 2 Port Solenoid valve - ............:... ' ,, t t MODEL ;VXb2140-04N'-3CR1' + Sina e`Unit a .:.:.:'. .........,.. :Madel;[;;':;: .. ......... ... _VXD2130;'AD2 4o_ �VXD215o:`VXD226o' ° Pilot operated 2 pan diaphragm type t. 1 r• . Body material -W • Brass (C37), Stainless steel, CAC407 Seal material NBR, FKM EPDM + ' 1 4G POf SIZB 1/1 31,V2 t 4✓0, 1/2� V4 - Dustti ht Low jelproof (equivalent to IP65 Na10 r1 - t Environment , Location without corrosive orexplosive gases + + -'. .. . x Coil Rated 'voltage AC Class B coil with a full -wave rectl0er AC Class B coil/H coil N01021 100 VAC, 200 VAC, 110 VAC, 220 VAC, 230 VAC, 240 VAC, 4B VAC t 50 6230. ` 65 DC Class B call only) 24 VDC, 12 VDC Allowable voltage fluctuation t10% of rated voltage specificationsAllowableAC leakage voltage Class B call with a full -wave rectlfler ±10% or less of rated voltage AC Class B eofl/H coil Na1021 10% or less of rated voltage DC Class B toll only)'±2% or less of rated voltage _ Coit Insulattodtype Class B, Class H .:.:.:'. .........,.. :Madel;[;;':;: .. ......... ... _VXD2130;'AD2 4o_ �VXD215o:`VXD226o' ° Pilot operated 2 pan diaphragm type Withstand pressure MPa • 4 5.0 Valve specifications Body material -W • Brass (C37), Stainless steel, CAC407 Seal material NBR, FKM EPDM + ' 1 4G POf SIZB 1/1 31,V2 t 4✓0, 1/2� V4 - Dustti ht Low jelproof (equivalent to IP65 Na10 r1 - T j ..ter •` -, .. +2.- rr .� { ; S` '� `p> : w Standard Specifications. 1 % sive construction 1 = - I ° Pilot operated 2 pan diaphragm type Withstand pressure MPa • 4 5.0 Valve specifications Body material -W • Brass (C37), Stainless steel, CAC407 Seal material NBR, FKM EPDM + ' Enclosure - Dustti ht Low jelproof (equivalent to IP65 Na10 r1 - t Environment , Location without corrosive orexplosive gases + + -'. .. . x Coil Rated 'voltage AC Class B coil with a full -wave rectl0er AC Class B coil/H coil N01021 ' % sive construction 1 = - I ° Pilot operated 2 pan diaphragm type Withstand pressure MPa • 4 5.0 Valve specifications Body material -W • Brass (C37), Stainless steel, CAC407 Seal material NBR, FKM EPDM + ' Enclosure - Dustti ht Low jelproof (equivalent to IP65 Na10 r1 - +• - Environment , Location without corrosive orexplosive gases + + -'. .. . x Coil Rated 'voltage AC Class B coil with a full -wave rectl0er AC Class B coil/H coil N01021 100 VAC, 200 VAC, 110 VAC, 220 VAC, 230 VAC, 240 VAC, 4B VAC t 50 6230. ` 65 DC Class B call only) 24 VDC, 12 VDC Allowable voltage fluctuation t10% of rated voltage specificationsAllowableAC leakage voltage Class B call with a full -wave rectlfler ±10% or less of rated voltage AC Class B eofl/H coil Na1021 10% or less of rated voltage DC Class B toll only)'±2% or less of rated voltage _ Coit Insulattodtype Class B, Class H Note t) tleetrtcat entry, Gromm81 V/lln surge I altaga suppressor tt.as) nes a rating of IMU" - , . + •, . • '�f rvura 2) :Ina AU.(UI9us t3) Coll till Inv VAU2131.1 L'mu.a.lar a full•....Ucllt u,. •. .. .v • • • . l SOIenOld COIF SpeCIfICaT10fIS '� rvoto► The values are tar an ambient temparature of 20`G and at the rated ,,ollaga. - DC Spedflcdtiori ` n *AC Spncltil atlon (Class B coli, with a full•WOVU rectiflur) ,•_::Model;= - � A .rent: ower�V.A �:; Tem erahire:dse: C:, Non), 7 55 9.5 60 • There is no dlllerenca in apparent power due to Ina inrush, energlzetion, or . • trequuncy m inepowei, since Ine At; con uses u tectnying circuit. - AC 5pgclflcatttin {Class B coil) t AC Spec lf)catton (Class H coil) -•-:- — - - • - A .rent ower "(0) =;c .-=Tempe_rature nse are. VXDZ1307 5.5 50 50 M -- 4.5 .45 5D '- 7 +..' 45 VXD23fi 72391- :', 10.5 60 ,•_::Model;= - � A .rent: ower�V.A �:; Tem erahire:dse: C:, Non), 7 55 9.5 60 • There is no dlllerenca in apparent power due to Ina inrush, energlzetion, or . • trequuncy m inepowei, since Ine At; con uses u tectnying circuit. - AC 5pgclflcatttin {Class B coil) t AC Spec lf)catton (Class H coil) -•-:- — - - • - A .rent ower "(0) =;c .-=Tempe_rature nse are. ower TO tiYt�3odel Fr Hz `-Kliuusfi ._. _-sEne iziR _IG,S.Nat�1 . RF- kr/XD21 50- 19 9 45 5D '- 7 55 9.5 60 • There is no dlllerenca in apparent power due to Ina inrush, energlzetion, or . • trequuncy m inepowei, since Ine At; con uses u tectnying circuit. - AC 5pgclflcatttin {Class B coil) t AC Spec lf)catton (Class H coil) ...,;.•=_-.-,t._�:,�._,r_:.. -•-:- — - - • - A .rent ower "(0) =;c .-=Tempe_rature nse are. ower TO tiYt�3odel Fr Hz `-Kliuusfi ._. _-sEne iziR _IG,S.Nat�1 . RF- kr/XD21 50- 19 9 45 5D '- 16 7 40 9 45 " 50 43 19 55. Dz 16 VXD22 35 16 50 40 t 50 6230. ` 65 43 19 VXD23 a 52 25 60 1 VXD22 ...,;.•=_-.-,t._�:,�._,r_:.. are. ower TO Temperature,rise.: RF- 5D '- 19 19 9 45 VXD21 Dz 16 7 40 -50 43 19 55 VXD22 35 16 50 50 62 30 65 VXD23 52 25 60 4 {^ • I na Al: (glass U) cull lar Ina VAU21JU (: mas min.0 (utl.wuve re1111er 'Pilot Operated 2 Port Soletnoid Valve`• Series: , ll/ Z 1/22/23 How to Order (Single Unit) VXD_.. - ...... .... . _ R R1 V XD - • The AC (Class 8) coil for VXD2130' comes with a fu_11=wave rectifier. Bracket l0 Models:Nii, None Refer to ?able (1)- shown below for availability. ! Orifice S1Ze ' r "_ B_- With bracket s' Refer to -Table (t)'shownbetdwfor availatrllIty. Bracke L<no removaole Valve/Body configuration a With a Lull -wave rectifier; Port Size o :''Di=.. N.C. /Single unit - e voltage 2 N.O. /Sin le unit Refer to 'Table (1)• shown beloi+ to, availability . SU f g g _ , suppressor LL Thread type a Electrical entry - Solenold valve option ' Refer to'Table f2r shown ; below for availability. , Suffix `jFt- � G - N11.3 NPT ==Z . Oil -free Rated voltage • Rater to'ruble (3)- shown below far availability. II I II , Refer to page 1 for ordering coil only. Table 1 Port/Orifice Size Normally closed N.C. Normally open (N.O.) G -Grommet', 1= '100 VAC 50160 Hz -6 a 12 VDC - h GS -With grommet surge 200 VAC 50/60 Hz- i7-.' 240 VAC 50150 Hz " 3' _ 110 VAC 50/60 Hz =_8%. 48 VAC 50160 Hz 4 220 VAC 50160 Hz =J 230 VAC 50160 Hz T -With condull terminal 5 24 VDC • Rater to'ruble (3)- shown below far availability. II I II , Refer to page 1 for ordering coil only. Table 1 Port/Orifice Size Normally closed N.C. Normally open (N.O.) G -Grommet', C -Conduit GS -With grommet surge k 4. 9 voltage suppressor Wllh T -With condull terminal D -DIN Connector TS-1VIIh conduit terminal and • surge voltage suppressor TL -With conduit terminal DS -DIN tvllh surge voltage{-- suppressor f DL -DIN with light and light DZ -DIN with surge TZ -With conduit' - voltage suppressor terminal, surge . and light voltage suppressor DO -For DIN (without connector) and light _ . DIN o is available withclass B iasulatian on . Refer to `Table (3)" for the avallahle comoinalions betweer each electrica option (S, L; Z, and rated voltage. . Option S. 2 are not available since a surge voltage sunoressor is intog2tec Into the 4ClCless B coil, as a standarn '�®o00A0 �0�0�00 smhol€<��:"_-=:;t�:::..:_-�.:;..=::: Bated = Bed•isi5tortaV k 4. 9 �"'��?_ Wllh (Andel VXD21 UXD22 VXD23Ar 0 01 tivno) 1' _.o) (20:.,.mmo) (25 rnmo)- i35 mrno) (40 mmoj (5 ebd y 4 Sual �:Tsymbol rpatedal .s m'bgl y , . .:aiotaar: tyg a _,_ __Ilght._...ouor�t..:=r+ao�nr — — •- Brass (C37). Brass C37), Cu B L--— __ - — Stainless Stainless steel, Ag 2 20t]:m O steel NBR =1111_V ® ,- '� ;Ferige": ;_ _� _ _ . r•=_ - -- '� 4� 40A ` _ - - — — - — — O — CAC407 O O Table (2) Solenoid Valve Option Table (31 Rated Voltaae Electrical Option ?-•-s0lito.-�;:=iSeal Bated = Bed•isi5tortaV ,-Colli �"'��?_ Wllh � Shading rollmatedel Vallage � :. �:Tsymbol rpatedal .s m'bgl y , . .:aiotaar: tyg a _,_ __Ilght._...ouor�t..:=r+ao�nr 'Nil NBR Brass C37), Cu B — ;G Stainless steel, Ag I` � lasso Bated ACI titillate vdh� Wllh Ngr�°"v Hitl°u$' With '�"�� Vallage � :. �mt� _ cwayu i ty,p'rtmah: ❑C .s m'bgl y , . .:aiotaar: __Ilght._...ouor�t..:=r+ao�nr 11ghY ;;evro,r�_ - 2 20t]:m O O O- O O O =1111_V ® O O m O _.02M V.F O O O _- ?l E. 0 ® ® OC specification is not available. Nnte' Option S Z are not available as surge voltage suopressn+ Is Integrated Into the 4C/Class B cnil. as F_ standard - W3 0 0 Serres VX®2 1122'123 . Construction Normally closed (N.C.) Normally open (N.O.)' • ; Body material Brass (C37) (32A or more: Body material: Brass (C37) (32A or more: CAC407), Stainless steel = CAC407), Stainless steel •• VXD2130 (10A) VXD2140/2150/2260 °• VX6214212152/2262 1 1 5A { o 25 ) t (1 to 25A) 15A t A 131 fir Z 13 3 7 5 w {! .NI _ 3 5 OUT IN - -- 2 1 ' P2 'c 6 ' 6 00 7 t 7 - VXQ227012380/2390 (32A to 50A) == VXD2272/2382/2392 (32A to 50A) 2 9 2 3 `;< , �•' f •.. • ll -� F � ,••1 - 3 >. 6 i. - ?• Operation. .<Value opened. When the call h_D is ever �I,zed, the ormawre assembly C9) is • . . • attracted Into the core o11he tube assembly V and the pilot valve®opens. Then oparatlon the pressure In the pressure action chamber®lails to open the main valverl;1 _ <Valve opened. When the cal is energized, the opened pial®closes, the • cValve closed. When tho call Q Is not energized, the pilot valve ®Is closed • pressure In pressure action chomberorlses and the maln valve®closes. and the pressure in the pressure action chamberrS�rises and the main valva <Valve closed. When the coil (5 I^, not energized, the closed pilot valva Q opens, the pressure In pressure action chamber(B)drops and the main vaive(C) • opens.. • Component Parts - - Component Parts _ ..._,:: :...._..._.... --------__.._._.-.�,�._::-:.-;:Materral�•�::::1::_-„__.__:, .. _,..:__,-:a_..:<<.:-� �.r,—: -- — ate at_>==:`;::-.-='_;. :::_: --:Standard >:- _ ,. 0 tion, -j ::. ='='Slie`— :, •.,::: - - tenilahtl'; • Bo 1 OA to 25A Brass C37 Stainless steel Bod 15A to.25A Brass C37 Stainless steel y 32A to SOA CAC407 32A to 50A CAC407 1 O to 25A Brass C37 Stainless steel ? Bonnet? 15A Io 25A Brass C37 Stainless steal Bonnet 32A to 50A CAC407 32A to 50A CAC407 3 Nut 10A to SOA Brass C37 8mss C37 , NI toted 3 Nut 15A to 25A Brass C37 Brass C3T , Ni plated NBR 4 O-ring 32A to 5OA FKM, EPDM 4 O•ring 32A to 5OA NBR FKM, EPDM * 1 O-ring 10A to 50A NBR FKM, EPDMO-ring ISA to SOA NBR FKM, EPDM Se- Diaphragm t0A to 25A Stainless siael, NBR s ;`e °aHEv `u Diaphragm 15A to 25A Stainless steel, NBR x 4 assembty 32A Io 5OA 4-1 stii,ncsa weer, I'M EPau _ assembly 32A to 50A Stainless steel, NBR G13Ww,rmW.FKM EPau Valve spring IOA to 50A Stainless steel Valve spring I5A to 25A Stainless steel t0A to 25A i Tube assembly Stainless steel, Cu Stainless steel, A 15A to 25A r }i . i, Tube assembly Stainless steal, Cu Stainless steel, A r 32A to SOA 32A to SOA Armature t0A Stainless steel, StaWass reel, PPS, FM 9 Armature assembly 10A to 50A Stainless steel assembly 15A to SOA PPS, NBR SuWasssteet EPOtd 10 Reurn spring 15A to SOA Stainless steel 10 Reum spring 10A to 50A Stainless steal 11 Solenoid coil 15A to 5OA Class 8 molded Class H molded ri 11 Solenoid coil 1 O to 50A Class B molded Class H molded. 12 Push rod assembly15A to SOA POR. PPS. Slaw= meet f W.t EPDM Sraln us m.cr 12 Name plate 10A to SOA Aluminum 13 Name late 15A to SOA Aluminum 13 Clip 1 OA I.50A SK 14 CII 15A io SOA SK • ' ' 15 Cover 1SA to 5OA Stainless steel - r. ! • The mnterinls In parentheses nre the seal materials. .. 4,, Pilot Operated 2 Port Solenoid Valve series VXID21122123 o Dimensions, Normally closed (N.C.): VXD2130 Grommet- G Conduit: C (67) (67) (52) —(5-2) 19.5 171 Approx. 300 19.5 1 Approx. 2E0 G112 DIN terminal-, D • HBO, da Conduit terminal: T VXD2130-04 2 -MS x 8 (MM) . .......... Went WH 58 L �53 48.5 54 53.5 65.5 1 53 69.5 100.5 VXD2130 60' 30 1 55 48.5 55 53.5 65S 55 69.5 100.5 • Coil with a full -wave rectifier (electrical option -R-) SNC 10 0 0 W1 0 -F b VXD2130 114, 31B 26,. 20 30 110.5 1 11 1 21 1 32 62 19.5 1 54.5 1 40 54 46.55.5 1 54.5 1 61 92 H6.5] 1/2 28 24 26 86 1 14.5 1 28 1 34 64 19.5 1 56.5 1 40 56 46.5 56.5 1 61 92 . .......... Went WH 58 L �53 48.5 54 53.5 65.5 1 53 69.5 100.5 VXD2130 60' 30 1 55 48.5 55 53.5 65S 55 69.5 100.5 • Coil with a full -wave rectifier (electrical option -R-) SNC 10 0 0 W1 0 series VX 21/22123 Dimensions , Normally closed (N.C.): VXD2140/2150/2260 Normally open (N.O.): VXD2142/2152/2262.-r ' Grommet: G Conduit` C iM Approx.WO O L -' Approx. 280 O _ L LE I Git2 ' • ^ 1.1 �_ i l - m T., I I r 141. 1 .. '. OUT I -7 -- ---�-fir--0--�-- -' D Pori slze ` 2x00.5 a e b Conduit terminal: T 1 , r. J A K. ix C. L DIN terminal: D a L' 1 1 _.. a -Viz._ 4 1 a^..� PorlslzeEleclncal ant (bC AC) :r - ' MOzN d� D E F H J K L M Grommei Can 11111 bIN termfnm conamilermthal . HomalN,crowd =t?imaQiotml _=Ra:.,._:_. _ _...- -r1. ..... N.. -.. N:.Q'r; i N.,:::':0... _.:.'p _..._-.... _......... VXD2140 VXD2142 3/8,1/2 63 fTjg�q 24 44.5 2B 35 14 29 34 19.5 30 71.5 19.5164 1 40 63.5 58.5 46.5 64 92 1 61 VXD2150; _VXD2152: _-_1 31.4 56$ (122) _29! 15]•5. ,c35;: _4.5, ._17.. r. 4 , VXD2260 VXD2262 1 90 1331140.5 33 L6O 42 .4.5 20 43 47 22.5 35 92 122.5 104.5143 B4 61.5 44.5 84.5 95 64 denotes the value far N O. - (mm) (mm) ant julo�el s r f3rackeP'mougllne + Model EleeUlcal A I f3 co'il'4 -T ' ...:DINlerminal.-,: _GondulLlaiinlnul"' 1mmaRrdesed_.-WR VXD2140 VXD2142 318, 112 42 66 57 34 39 VXD2140 VXD2142 67.5 37 62.5 48.5 635 65.5 53.5 62 5 1005 69.5 r:VXD2150-VXD2152 ``;:914'.?i -_46 73.-"!74 ;d51 45 5 ; 1 " VX02150' ;VXD2152:'74' : `:'3T_ `69 ;3'48a5.:70si: 65.5::53:5: `69 110051 69f5: e VXD2260 VXD2252i 1 56 es 61 SB 49.5 ` ` ` VXD2260 VXD2262 BB 40 83 51.5 84 68.5 56,5 83 11015172.5 + i Coil with a full -wave recliller (electricol option 'R ) c , ANEW FINISHING. SYSTEMS •, 1 - .' ;� fit.. `' ;rte ,r •. •c•�• .. AM 000c Air Make=up Svstem Cure f, . y" Y , : GeneralInformation �Etevation. Drawln s Details - T� Power Flame JA Burner Specs Fri •r , - f y: i r . - ' _ .::x. ield Wi ing Diagram - •�"�'•1f ' rr •. .- - tit .. r' ••1 • • -r: Johnson Con'trois,Limit Switeh Antumes JD 2 Draft Switch s -AFC Finishing Systems Phone:' 800-331-7744 "Built in America -Supported with Integrity-' 250 Airport Parkway Fax: 530-x533-0179 _Quality Products Since 1967; , .. Oroville, CA 95965 ,N E -Mail`: sales@afc-ca:com `r' ` www.afc-ca.com s . , a lJ fd'•Yf. Yl�PiP.sF}Y', J � ,e s'f%�� - F 1, HGS3YSf7'EM/5 a{% To Whom It May Concern: The AMS -1000 heat system requires 1100 cubic feet per hour of natural gas with a minimum pressure flow rate of 7 inches of water column pressure. It is imperative that we maintain a minimum of 7 inches of water column pressure (measured at the ball cock valve) at the full fire rate of 1075 MBH, which equates to 1,075,000 BTU=s. - CAUTION: Gas pressure above 14 inches of water column pressure at the burner may damage the standard regulator. In the event of excessive gas pipe runs or multiple appliances, we recommend a medium pressure gas supply from the service to the burner with a primary regulator (by others) that will drop pressure at the burner from medium pressure to 14 inches of water column pressure. For addition information, please refer to page JA1, Capacities and Specifications, paragraph 2, model number J30A-10 and page JA3 (Gas Piping). If you have any further questions or concerns, please contact the technical department at this toll- free number: 1-800-331-7744. Thank you. AFC Finishing Systems Phone: 800-331-7744 "Built in America -Supported with Integrity" 250 Airport Parkway Fax: 530-533-0179 Quality Products Since 1967 Oroville, CA 95965 E -Mail: sales@afc-ca.com www.afc-ca.com 198 1/ 3' PLATF 3 WE] 120 ^— 64 —� TRANSITION DUCT AMS -1000 AIR MAKE—UP UNIT DOUBLE WALL BOX CONSTRUCTED OF 18GA GALVANIZED (ASTM) A527LFO jf j! THREE SIDE PREFILTER INTAKE I .. I / \ -...-,�:.-:.__:-:::::: ` GIBS UNE PIPE ` SIDE VIEW 14GA SUPPORT LEG CAMS -1000 PLATFORM 4'X6'PAD WELDED TO PLATFORM LEG Z10GA 4X4' PAD WELDED TO 80TTOM OF LEG VSION PLATFORM LEGS el 60 -{ 7E}'1LTFR WAKE CONSTRUCTED OF 18GA GALVANIZED STEEL (ASTM) A527LFQ. DOUBLE WALL 18GA GALVANIZED STEEL AMS -1000 AIR MAKE-UP SYSTDA SIDE VIEW AIR FMTRAUON CO., INC 5523 HAGG=-MARYSVII.I.E ROAD OROMLE, CA 95965 1-800-331-7744 DRAWN BY IDD DWG N0. AMSREV 1000-E1.DWG 4CA1 F 1/4"-l' 1 nATF- t m _i n m cu,, f DOUBLE-WALL WALL . 18GA ^GALVANIZED STEEL.BURNER 34"DIA.AIR MAKE-UP- FAN SECTION ............................................................................................................................ .......... :., [ ............. "- - >...;.;.,...•.;.,;., � 10GA MILD STEEL LINER PRIMARY AIR DEFLECTOR SECONDARY AIR DEFLECTOR TI•. '..SERVICE DISCONNECT [........:: F•' is%'. i........... i........ ......i :.....ice... S '���..:........._._ HI LIMIT; JD:......................................... GE ELECTRIC MOTOR :..... :. , ......................................:,.............................., ..........::: : . _ 1 FFGAS PIPE .................:...:............. GRAY TERMINAL BLOCK BOX ' MAIN REGULATOR ' TWO STAGE' GAS \VALVE - BURNER-"' M0DEL:J30A., 10 AIR FELTRAT'ION CO., INC AMS-1000 .TOP VIEW � 5523 BAQ(iETT-MARYSVILLB ROAD OROVU IA OA 95965 1-500-331-7744 DRAWN BY JDD DWG NO. AMS1000-E2.DW0 REV SCALE 120-1 DATE 01-10-00 SHEET 66 70 1/4 43" 1 43" AIR INTAKE END SIDE VIEW 70 1/4" 0 43" FRONT OR AIR MAKE-UP END 70 1/4" ACCESS DOOR SIDE VIEW AIR FILTRATION CO. INC ��► 5523 BAGGETT-MARYSV=ROAD wo. OROVMLB, CA 95965 1-800-331-7744 DRAWN BY DWG N0. JDD . AMS1000-E3 DWO SCALE 1R" -1' DATE 01-10-00 SHEET 43" REV 0 o 43" AIR INTAKE END SIDE VIEW 70 1/4" 0 43" FRONT OR AIR MAKE-UP END 70 1/4" ACCESS DOOR SIDE VIEW AIR FILTRATION CO. INC ��► 5523 BAGGETT-MARYSV=ROAD wo. OROVMLB, CA 95965 1-800-331-7744 DRAWN BY DWG N0. JDD . AMS1000-E3 DWO SCALE 1R" -1' DATE 01-10-00 SHEET 43" REV 0 I • MODEL: AMS1000 AIR MAKE-UP SYSTEM OUTSIDE ROOF MOUNTED HEATER WITH PREFILTER INTAKE TOWER TRANSITION DUCT 18GA OR 0478 G-90 GALVANIZED STEEL (ASTM) A653LF0 PREFILTER CELL 18GA OR .0478 G-90 GALVANIZED STEEL (ASTM) A653LFO ' ' y { EXTENTION"DUCT 18GA OR .0478 0 G -9O- GALVANIZED STEEL (ASTM) A653FF0LL' DOUBLE WALL DUCT BOX 18GA OR .0478 - G-90 GALVANIZED STEEL (ASTM) A653LFO • P3 O J. ' STRUCTURAL SQUARE TUBING 3"X3. 3/16" WALL THICKNESS 4B (ASTM) H 500 GR 8 MILD STEEL. , 8 - - .. - 4C (A 1 E%7ENTION DUCT IBCA OR .0478 GALVANIZED STEEL (ASTM) A653LFO i STRUCTURAL SQUARE TUBING 3`X3•' 3/16" WAIL TMICKNESS 8 - • (ASTM) H 500 GR B MILD STEEL. Ill,llWlli .... ®® 3.5"X3.5 SQUARE TUBING 3.5"X3.5 SQUARE TUBING - (ASTM) 500 MILD STEEL (ASTM) 500 MILD STEEL , A CHANNEL LEC J 1/2" % 17/8" 12GA 3.5"X3.5 SQUARE TUBING 8 OR .1046 GALVANIZED STEEL (ASTM) A653LFO (ASTM) 500 MILD STEELG-90 ZINC RATING 1.25 OZ. PER SQUARE R I(1II��I Klf STRUCTURAL SQUARE TUBING 3"X3. 3/16" WALL THICKNESS ,-�//Ipl CHANNEL LEG J 3/4" X 2` 12GA O (ASTM) H 500 GR B MILD STEEL. V I()IOI�_ OR .1046 GALVANIZED STEEL (ASTM) A653LFO G-90 ZINC RATING 1.25 OZ. PER SOUARE FT CHANNEL LEG 3 1/2" X 17/8- 12GA 90' ELBOW 18GA OR .0478 OR .1046 GALVANIZED STEEL (ASTM) A653LFO G-90 GALVANIZED STEEL (ASTM) A653LFO G-90 ZINC RATING 1.25 OZ. PER SQUARE FT CHANNEL LEG 3 3/4 X 2 12CA (� OR .1046 GALVANIZED STEEL (ASTM) A653LFO G-90 ZINC RATING 1.25 02. PER SQUARE FT CHANNEL PAD 4" X'2" 12GA OR .1046 GALVANIZEDSTEEL (ASTM) A653LFO -_� THREE SIDE BOX 18GA OR .04713 J G-90 ZINC RATING 1.25 02. PER SQUARE FT - AFC FIIVIS1111YG SYSTEMS This drawing is G-90 GALVANIZED STEEL (ASTM) A653LFO Finishing Systems a 250 AIRPORT PKWY, OROVILLE, CA 95965 unless in direct NOTE: BEFORE INSTALLING ROOF OF BUILDING MOUNTED AIR MAKE-UP SYSTEMS SEE LOCAL AUTHORITYS HAVING JURISDICTION TO INSURE THAT AFC EQUIPMENT IS SECURED AND ANCHORED TO COMPLY TO LOCAL CODE REQUIREMENTS. .I 0 MODEL: AMS1000 AIR MAKE—UP SYSTEM WITH ROOF OF BOOTH PLATFORM AND PREFILTER INTAKE TOWER _v WEIGHT OF AMS1000 WITH PLATFORM AND DUCTWORK APPROXIMATELY 1500 LBS. CHANNEL LEG 3 1/2" X 1 7/8"X 90" 12GA \ O OR .1046 GALVANIZED STEEL (ASTM) A653LFQ J .PREFILTER CELL 18GA OR .0478 6-90 ZINC RATING 1.25 OZ. PER SQUARE FT G-90 GALVANIZED STEEL (ASTM) A653LFQ n CHANNEL LEG 3 1/2" X i 7/8"X 30"12GA II SUPPORT LEG 14GA OR .0747 O OR .1046 GALVANIZED STEEL (ASTM) A653LFQ G-90 GALVANIZED STEEL (ASTM) A653LFQ TRANSITION DUCT 18GA OR .0478 G-90 ZINC RATING 1.25 OZ. PER SQUARE FT G-90 GALVANIZED STEEL (ASTM) A653LFQ EXTENTION DUCT 18GA OR .0478 G-90 GALVANIZED STEEL (ASTM) A653LF0 STACKRING 34"DIA. 3/16" H 500 MILD STEEL EXTENTION DUCT, 18GA OR .0478 G-90 GALVANIZED STEEL (ASTM) A653LFQ C �O�— EXHAUST STACK 18GA OR .0478 O G-90 GALVANIZED STEEL (ASTM) A653LFQ 2 STRUCTURAL SQUARE TUBING 3"X3" 3/16" WALL THICKNESS " 1 (ASTM) H 500 GR B MILD STEEL. H11 90' ELBOW 18GA OR .0478 3.5"X3.5 SQUARE TUBING B G-90 GALVANIZED STEEL (ASTM) A653LFQ DOUBLE WALL DUCT BOX 18GA OR .0478 O X3.5 SOUA TUBING G-90 GALVANIZED STEEL (ASTM) A653LFQ B / D STRUCTURAL SQUARE TUBING 3"X3" 3/16"X 204" WALL THICKNESS A (ASTM) H 500 GR B MILD STEEL. G ® (E 1 � {,�' „ ► G )� 20" NT TUBING 0.95 ALENGTH R(ASTM) 513. .0747 WALL ESS CHANNEL LEG 3 3/4" X 2" 12GA OR .1046 GALVANIZED STEEL (ASTM) A653LFQ G-90 ZINC RATING 1.25 OZ. PER SQUARE FT (ASTM) 500 MILD STEEL \ 2"X2"X36" SUPPORT ANGLE - G -90 GALVANIZED STEEL (ASTM) A653LFQ SUPPORT ANGLE 14GA OR .0747 CHANNEL LEG 3 1/2" X 1 7/8"X 90" 12GA OR .1046 GALVANIZED STEEL (ASTM) A653LFQ G-90 ZINC RATING 1.25 OZ. PER SQUARE FT CHANNEL LEG 3 1/2" X 1 7/8"X 30"12GA OR .1046 GALVANIZED STEEL (ASTM) A653LFQ G-90 ZINC RATING 1.25 OZ. PER SQUARE FT ONE OF FOUR LEG BASE PADS WELDED TO SUPPORT LEGS TO BE ANCHORED TO CONCRETE FLOOR WITH TWO PER LEG BASE PAD 1/4" X 2-1/4" STUD ANCHORS: PULLOUT STRENGTH 614 LBS @ 2500 PSI CONCRETE STRENGTH SHEAR STRENGTH 375 LBS @ 2500 PSI CONCRETE STRENGTH. 1/4"DIA. X 2-1/4" EMBEDMENT DEPTH. 0 CHANNEL LEG 3 3/4" X 2"X 120" 12GA OR .1046 GALVANIZED STEEL (ASTM) A653LFQ G-90 ZINC RATING 1.25 OZ. PER SQUARE FT LATERIAL SUPPORT TUBING 0.95 DIA. .0747 WALL THICKNESS 120" IN LENGTH (ASTM) A513 NOTE: CHANNEL TOTAL HEIGHT IS 120". AFC FINISHING SYSTEMS 250 AIRPORT PKWY, OROVILLE, CA 95965 (800) 331-7744 (530) 533-0179 (FAX) Drown by: Dwg No: JDD I AMSI000-6-FAX Date: 081231041 bcoie: 80 0 Sheet: This drawing is the property of AFC Finishing Systems and is not to be used unless in direct connection with AFC Finishing Systems. All right reserved. Rev: 0 i MODEL: AMS 1000 AIR MAKE=UP SYSTEM SUSPEND FROM CEILING TYPE AMS 1 OOO WITH ROOF OF BOOTH PLATFORM AND PREFILTER INTAKE TOWER NOTE: WEIGHT OF AMS1000 WITH PLATFORM AND DUCTWORK APPROXIMATELY 1500 LBS. NOTE: 3.5"X3.5" STRUCTURAL SQUARE TUBING WITH 3/16" WALL THICKNESS. r. NOTE: 3"XY STRUCTURAL SQUARE TUBING WITH 3/16".WALL THICKNESS. PREFILTER ROOF 18GA OR .0478 t G-90 GALVANIZED STEEL (ASTM) A653LFQ r 0. UCT 18GA OR .0747 NIZED STEEL (ASTM) A653LFQ U • NIT �WITH90' a� AINGUARD 18GA SUSPENDWITH SUSPEND ELBOW 18GA OR .0747 �, CABLE OR ALL—THREAD G-90 GALVANIZED STEEL (ASTM) A653LFQ -FLASHING 18GA a STRUCTURAL SQUARE TUBING 3""X3•" 3/16" WALL THICKNESS &(i)i��OCABLE OR ALL—THREAD 3.5"X3.5 SQUARE TUBING (ASTM) H 500 GR 8 MILD STEEL. 34"DIA. STACK 90- ELB LLNGIH GAN tXItNULU rKUM i[ IU c4U CHANNEL LEG 3.3/4" X 2" 12GA OR .1046 GALVANIZED STEEL (ASTM) A553LFQ 90' BEND & CHINA CAP FOR INDOOR MOUNTING EYEBROW DUCT FOR OUTDOOR MOUNTING O.T.D.P. 3HP 230/460VAC `MOTOR AND 034" FAN 4'-6" ---- -------- 00000 00000 - ---------- ' 00000 00000 I 000 0 00000 00000 00000 00000 _ 00000 000 � 00000 D' APPROVED -LEAK TEST SHUTOFF COCK PLAN VIEW d --- 3'-4" —� INTAKE SIDE ELEVATION 0 10 „OUBLE WALL BOX POWERFLAME JA30 BURNER MAIN GAS PRESSURE • REGULATOR OUTLET ELEVATION I 4'-6.. 51-10" — FRONT ELEVATION 1-3'-4" 5'-0" of AIR FILTRATION.CO., INC ThhdrndIayAng Is tne,roperused j�/►— AFC, Inc.n. and Is not to to used !(i® 250 AIRPORT PARKWAY, OROVILLE, CA 95965 uNesslndaedcormedlonwlth (800) 331-7744 (530) 533-0179 (FAX) AR; Inc. All il9Mreserved. Drawn by: Dwg No: Rev: Y THAO AMS1000EC—E Dote: 10/9/00 scale: 1/2"-1'-0 sheet: -- • Contact, CG/MH Date 10/30/2009 - ; P 1• As Built" Burner Specification Sheet 4 a 'Full Load Amps 5.6 Job Number < Order Number Line Number 1. Customer AFC FINISHING SYSTEMS Purchase Order - Job Name Minimum Circuit Ampacity -15.0 '. Burner Model J30A-10PB Burner Mode of Operation LHL -Serial Number Code ETL UL Label NONE Heat Exchanger Make AFC FINISHING ' " Heat Exchanger Model PAINT BOOTH Heat Exchanger Type Paint Booth . , ' Combustion Chamber Pressure j Job Site Altitude Clearance Checked By CG Clipped Circuit Board PN 900827C . Gas High Fire Rate 1075 , MBH Oil High Fire Rate GPH ' PSIG Pump ' Fuel Oil Grade, z ' UL Group - Gas 'UL Group - Oil ; Gas Type NAT /LP.' High Fire Manifold Pressure** 2.14 IN. WC Side Orifice Drill Size N/A Gas Regulator Outlet Pressure IN. WC RPTD Job Pressure 7/14 IN. WC Minimum Supply Pressure 7.0 IN. WC Max Design Pressure * 14.0 IN. WC Wiring Diagram G -J053801-1 , Gas Piping Diagram PDGJ053801-1 Oil Piping Diagram, , General Arrangement Drawing , 60F78C-3 • Addl. Dwg. Remote Panel Diagram Addl. Dwg. Additional Drawings Control Voltage , ' 115V 'Single Phase 60 HZ Full Load Amps 6.0 Blower Motor Voltage 115V. 1 PH. y 60 HZ, a 'Full Load Amps 5.6 Oil Pump Motor Voltage PH' - .HZ Full Load Amps Compressor Motor Voltage PH • HZ Full Load Amps Minimum Circuit Ampacity -15.0 '. Gas Inlet Location SIDE Ignition System GAS PILOT SCANNER > •+ Diffuser Blade Setting_ Blast Tube Flange Set 3" Comments: FRESH AIR INTAKE & SLOTTED AXLES REQ'D ' FOR LP GAS: MAN. PRESS: 2.76" W/17/32" SIDE ORIFICE, BAG & TAG, SHIP LOOSE 4" NIPPLE ON REGULATOR FSG SET AT 15 SECONDS POST PURGE . . **Approximate operating pressure at the Manifold Inlet for initial start-up. Final Pressure should be } determined'after checking actual flow with gas meter. Stack temperature, CO, CO2, 02, and Furnace Pressure will help in determining actual input when gas meter is not available for this unit. *All components are rated for the Max Design Pressure specified, that pressure must not be exceeded. 4 •1 i SPECIFICATION SHEET Date: 10/30/09 As -Built Pagel of 2 Customer: AFC FINISHING SYSTEMS - 10420 Purchase Order: 99208165 Job Number: J053801 �0 Item: J30A-10PB Qty: 3.00 Order Number: B037751 - 1 Page 1 Ship Material U/M Qty Material Description Loose 054120 EA 1 1/3 HP 3450 RPM 115/208/230/1 ODP 56C FR. Q56C34D1196A 50/60 HZ. MOTOR 085300 EA 1 7 X 3 X 5/8 S -HUB CW R700 -300S SPEC. 109321 REVCOR WHEEL 171010 EA 1 8024204107 ANTUNES SPDT AIR,SWITCH .17-6.0" W.C.,1-14 UNS MOUNTING 202650 EA 1 80401-18 3/8 INCH 15 PSI NEMA 4 120 VOLT 50/60 HZ. ASCO PILOT VALVE 302800 EA 1 325-3 3/8 INCH MAXITROL REGULATOR WITH R325C10-26 CAD PLATED 2-6" SPRING 320000 EA 1 1092 -PF 6000V. 50/60 HZ. ALLANSON GAS IGNITION TRANSFORMER 397770 EA 1 RM7897A-1002/U HONEYWELL CONTROL 403465 EA 1 C7927A-1016 HONEYWELL SOLID STATE UV FLA ME DETECTOR 406990 EA V R78516-1000 HONEYWELL DYNAMIC AMPLI-CHECK SOLID STATE AMPLIFIER 2-3 SEC. FFRT 407720 EA 1.1 ST780OA-1062 H.W. 90 SECOND PURGE TIMER 610400 EA 1 SLU-35 ILSCO GROUNDING LUG 612010 EA 1 019904225 ENTRELEC D6/8.ADO 14-16 GAGE A DO, SCREW TERMINAL, GREY BLOCK 612130 EA 1. 0199075.26 ENTRELEC D6/8.ADO 14-16 GA. A QO,SCREW TERMINAL RED (GAS. VALVE) 633101 EA 1 434-4N5 EDWARDS 120V 50/60 HZ. ADATABELL 655900 EA 2 4341 CHICAGO MINIATURE RED LED LENS CAP. . 655901 EA 1 4343, -CHICAGO MINIATURE AMBER LED LENS CAP 655902 EA 1 4345 CHICAGO MINIATURE GREEN LED LENS CAP 655904 EA 1 4342 CHICAGO MINIATURE WHITE LED LENS CAP LL30032-ND 910490 IN 18 MCCC39201 BLACK PVC WIDE FLEXIBLE TRIM 910500 EA 1 61-10-104-11 SOUTHCO UNIVERSAL CABINET LATCH 910770 FT 5 3/8 IN. O.D. X.035 3003-0 ALUMINUM TUBE L 927701 EA 1 15 AMP 250V. 1/4 X 1-1/4 FERRAZ 1 1 IGDL15 SHAWMUT GLASS FUSE Page 1 r_, SPECIFICATION SHEET Date: 10/30/09 As -Built Page 2 of 2 Customer: AFC FINISHING SYSTEMS - 10420 Purchase Order: 99208165 Job Number: J053801 .0 Item: J30A-10PB Qty: 3.00 Order Number: B037751 - 1 Material U/M Qty Material Description Ship Loose 939172 EA 1 Q7800C-1043REV.2 SINGLE FUEL, LO/HI/LOW CONTROL RM7800/40, RM7895/96 LIGHTS: POWER ON (WHITE), CALL FOR HEAT (GREEN), MAIN FUEL (AMBER), FLAME FAILURE (RED), Aux Light (RED) 961100 EA 1 5.5 IN. DAMPER BOLT ON DAMPER GASKET 980030 EA 1 1/4 IN. MODEL 740 BALL_ VALVE W/ TEE HANDLE: L F31008 EA 1 60D56C 115130 SC PI #440RF 01 -J10531 EA 1 J15/30 BOILER FLANGE J10660 EA. 1 J SHIPPING STRAP LONG J10732 EA 1 160A24C J30 A 56C FRAME MOTOR PLATE PC J20027 EA 1 60A146C 5.5" BOLT ON DAMPER "99" J20058 EA 1 J15/30 HOUSING ASSEMBLY MCB & LSCB J20229 EA 1 J15/30 TUBE ASSEMBLY FLM 40 PAH - J20316 EA 1 J15/30 HOOD ASSEMBLY MAIN CIRCUIT BOARD J20450 EA 1 J16MC J15/30 STANDARD DIFFUSER ASSY J20502 EA 1 160Al31C J15/30 6"'AIR DUCT ADAPTER J90010 EA 1 60A96C J15/30 DAMPER CROSS LINKAGE ASSY JGasTrain EA 1 J Burner Gas Train L M10143 EA 1 J15/30 DAMPER BLADE "98" M10144 EA 1 J15/30 HTD DAMPER BLADE "98" M10302 EA 1 J15/30 INLET WITH SCREEN M80171 EA 2 60A48C 5.5/6 SLOTTED DAMPER AXLE X02622 EA 1 1/4 BRASS HEX NIPPLE 122-4 L X02677 EA 1 3/8 X 1/4 COMP -MP STR 68-64 L X09913 EA 2 1-1/16 X 1-1/8 GLASS 10420 SPECIFICATION SHEET Date: 10/30/09 As -Built Page 1 of 1 Job Number: J053801 - 1 Item: JGasTrain Qty: 3.00 Order Number: B037751 -I 0 - Ship Material Qty U/M Material Description Loose 196600 1 EA V710FASV15 1 INCH WITH GUIDE ITT VALVE BODY 199200 1 EA AH4D112A4 6-14 SECOND ASCO/GC 115 VOLT LOW -HIGH -LOW ACTUATOR 280300 1 EA K3A562T-OR K3A562U 1 INCH 1-1/2 LB L 120/110 60/50HZ. 752,000 BTU 1 INCH PD ASCO/G.C. SOLENOID VALVE 300500 1 EA RV -61 1 INCH MAXITROL REGULATOR W/ L R6110-38 PINK 3-8" SPRING 871510 1 EA 1 X 1/4 MALLEABLE IRON STANDARD BLACK HE X REDUCER BUSHING 873260 1 EA 1 IN. STD. BLACK MALLEABLE IRON BANDED P IPE TEE NOT DRILLED 911500 1 EA ORIFICE SPRING FOR 1 1N. PIPE TEE 980210 1 EA 1 IN. MODEL 740 FULL BORE BALL VALVE WIT H LONG HANDLE NO. 55451 980240 1 EA 1 IN. MODEL 68 FULL BORE BALL VALVE WITH L LONG HANDLE & TWO TAPPINGS P/N 55350 X04360 1 EA J -2S-4 1" ALUM. ORIFICE L X09101 1 EA' 90L203C-1 MOD MOTOR EXTENSION SHAFT 0 — G — EOUIPMENT GND. CONDUCTOR — F —FLAME CIRCUIT: RUN IN SEPARATE CONDUIT OR -SHIELDED CABLE ADO GREEN GROUND WIRE TO FACTORY WIRING VAALLVESSWWITH GROUND W E. - 115 �QD OPE NEIM WIRING MAY NOT BE CONNECTED AS -— 115V "SEE SPEC. EEf SHOWN, BUT MAY BE WIRED TO TERMINATE AT �— 2CO- FOR VOLTAGE NEUTRAL TERMINALS SUCH AS 2, 2A, T2 OR L2. S75V EUUIPMENT SHOWN ON OMAN IN ONLY PROVIDED AND CAUf10N: ALL FIELD WIRING MUSE MOUNFED BY POWER FLAME IF SPECIFICALLY CUM FOR BE WIRED A I SHOWN ON ON BURNER SPEC. SHEET WIRING DIAGRAM. 1DISc -, - ► I SI' 22 -. 1 _ TO FUSSED PH—it: - USIED GROUNDING BAR AND/OR DISC�NNE T SW. OTHERS) GREEN SCREW MOUNTED IN PANEL ' 23 2 (B AND WAR TO EARTH GROU N LABELED EQUIPMENT GROUND 3 11 1HL 24 4 - 2E383 25 ' 1MB 07800CIO43 (REV2) .DAYTON HIGH LIMIT 5 U MAIN f 26 6 L2 MAIN 1LSB `• 27 OONnM LOW FIRE 28 7B. HON Amo)CBL 8 P2 WHT P1 QTc Hay LIGHT & SW. 29 CIRCUIT BOARD 9 CS_Y EI 00"0 U UEL LM 30 CS_8 E2- 31 10 1P5 _ 11. OL1 - 32 12 DRAFT SW. 33 - (BY OTHERS) ;.. 13 1 34 14 2PS t 35 Al 15 COMB.- AIR SW. 36 A2 ' 16 37 1 7 38 18 012 39 1 M 19 CAUTION: THIS BURNER IS DESIGNED FOR USE WTIH 40 BM OPERATING OR SLEETY LIMIT DEVICES CAPABLE OF BURNER SWITCHING THE FULL LOAD MOTOR CURRENT. - 20 MOTOR CONSULT SPEC. SHEEF FOR MOTOR HORSEPOWER. a1 L2 21 42 115E COPPER CONDUCTORS ONLY.' CAUTION: THROW ALL DISCONNECTS TO OFF TERMINAL STRIP: BEFORE SERVICING. 0 MF — G — EOUIPMENT GND. CONDUCTOR — F —FLAME CIRCUIT: RUN IN SEPARATE CONDUIT OR -SHIELDED CABLE ADO GREEN GROUND WIRE TO FACTORY WIRING VAALLVESSWWITH GROUND W E. - 115 �QD OPE NEIM WIRING MAY NOT BE CONNECTED AS -— 115V "SEE SPEC. EEf SHOWN, BUT MAY BE WIRED TO TERMINATE AT �— 2CO- FOR VOLTAGE NEUTRAL TERMINALS SUCH AS 2, 2A, T2 OR L2. S75V EUUIPMENT SHOWN ON OMAN IN ONLY PROVIDED AND CAUf10N: ALL FIELD WIRING MUSE MOUNFED BY POWER FLAME IF SPECIFICALLY CUM FOR BE WIRED A I SHOWN ON ON BURNER SPEC. SHEET WIRING DIAGRAM. PH—it: SION 1T , T - GAS IGN. TRANS. SPARK ELECTRODE 1VLV , PILOT VALVE 2VLV V-6 AUX. GAS VALVE I 3VLV MF ' 2 STAGE GAS VALVE i - • 5COMM HIT678A TEM 1FSG IAB RM7897A ' 3 ALARM G BLUE 1FD (UV SCAN ONLY) SCANNER G WHITE Power Flame Incorporated P 2001 SOUTH 21st STREET PHONE (620) 421-0480 F� PARSONS, KANSAS 67357 FAX (620) 421-0948 DRAWN: BB I APPVD: TOM I CODE ETL I DATE. 10/23/091 PARENT: 51976 DWC.: G -J053801-1 PARAMETERS:LCGX-RM7897AON1043/U-HLX-SX-PX-DX-XX-BX-XX-X-SO-AA-XXX-XX-XXX-XXX TIRE: GAS BURNER WITH RM7897A, 0780001043, JOB NAME-- LOW-HIGH-LOW, AMELOW-HIGH-LOW, 1PH. MOTOR, LIGHTS k SCANNER. AIR FILTRATION 0 0 0 0 CAUTION: ALL FIELD PIPED NOTE: WHEN PILOT GAS PRESS. REG. IS AGA CERTIFIED DEVICE EQUIPMENT SHOWN ON DIAGRAM IS ONLY PROVIDED AND COMPONENTS MUST BE MOUNTED WITH INTEGRAL LEAK LIMITING ORIFICE; SUCH AS RV -20, RV - MOUNTED BY POWER FLAME IF SPECIFICALLY CALLED FOR IN THE PROPER LOCATION AND 10 AND RV -12, VENT LINE FOR PILOT GAS PRESS. REG. MAY ON BURNER SPEC. SHEET. PROPER DIRECTION OF GAS FLOW. NOT BE REQ'O. UNLESS SPEC'D. BY OTHER CODES. NO PROVISION FOR EXTERNAL VENTING ON RV -10 & 12) �RV-20 HAS OPTIONAL VENTING WITH P/N. 30912) GAS SUPPLY VENT AS REQUIRED BY CODE T T I I I I I I I I ` I I I I I I 1/8' OR 1/4' PRESS. TAP I _ _________ _____ I PILOT BURNER CONNECTION MAY ALSO BE MAKE I TO TAPPING IN MAIN GAS COC OR ADJACENT UPSTREAM NIPPLE. I I MAIN • I I BURNER I I I PRESS TAP W/PLUG 1 j j I O O MAY ALSO BE PART OF NIPPLE OR MOTORIZED I I GAS VALVE. r—______—_—__________' ✓„ ___—______ a ____ " ' O UPSTREAM PRESSURE TAP o • 1/4" PRESS. TAP DIRT LEG WITH CAP LEAK TEST Poer EXTEND TO FLOOR LEAK TEST PORT FACTORY PIPED V4943 VALVE HAS RESTRICTED INTERNAL BLEED. ------- FIELD PIPED NO VENT NEEDED UNLESS REQUIRED BY CODE. NO VENT REQ'D. FOR MOTORIZED OR SOLENOID VALVES. REFER TO SPECIFIC REGULATOR LITERATURE FOR ITEM PART NUMBER DESCRIPTION RECOMMENDED STRAIGHT RUN OF PIPING BEFORE/AFTER 1 980030 PILOT SHUTOFF COCK REGULATOR AND SENSING LINE (IF APPLIC.) 2 302800 PILOT REGULATOR 3 _ 202650 PILOT VALVE Power Flame Incorporated 4 980240 MAIN GAS SHUTOFF COCK 8 F'/ 5 280300 AUX. GAS VALVE 200 SOUTH 21st STREET PHONE (620) 421-0480 PARSONS, KANSAS 67357 FAX (620) 421-0948 6 199200 & 196600 MAIN GAS VALVE 7 980210 MAIN GAS LEAK TEST COCK DRAWN: BEI I APPVD: TDM JoATE. 10/23/09_1 PARENT:51976 DWG.: PDG -,1053801-1 8 873260 & 911500 SIDE ORIFICE TEE W/ SPRING DRAWING PARAMETERS: N/A CODE ER 9 300500 MAIN GAS REGULATOR I USE Uk ILO MOD. 80/TOM �0/23/01 TIRE: GAS PIPING FOR LOW -HIGH -LOW BURNER JOB NAME REVISION REV'D. DATE I WITH INPUTS 400,000 TO 2,500,000 BTU'S. 0 0 0 0 0 0 0 JON i CONTROLS FANs 125,121 Product/Technical Bulletin A25 Issue Date 0796 A25 Series Warm Air Control with Manual Reset The A25 Series Warm Air Control with Manual Reset is designed to shut down fans, burners, dampers, etc., when the temperature of the sensed air becomes greater than the controller's setpoint. When the sensed temperature increases to the controller's setpoint, the A25's switch will open. Manual reset is required to reclose the electrical circuit. The A25 may be used as a high limit control in the supply air duct (or plenum) where a lockout type control is desired or required by local code. Figure 1: The A25 Series Warm Air Control with Manual Reset Features and Benefits ❑ Trip -free Reset Lever Does not allow the reset switch to hold the contacts in a closed (on) position ❑ Pilot Duty Electrical Rating for Allows direct control of high voltage motor starters up to 600 Volts Maximum ❑ Enclosed Switch Protects switch contacts from -dust ❑ Rod and Tube Sensing Provides maximum response and allows for a high maximum Element sensing element temperature ❑ Adjustable Duct Controls the depth of sensor insertion into the airstream; Mounting Flange compensates for insulation depth ❑ Wide Temperature Range Allows the A25 to be used with many applications © 1996 Johnson Controls, Inc. Part 247664-656, Rev.— Code ev—Code No. LIT -125118 1 Specifications Product A25AN-1 SPST, opens on temperature rise, setpoint knob adjustment. A25AP-1 SPST, opens on temperature rise, concealed screwdriver adjustment, Factory Mutual approved. A25CN-1 SPDT, setpoint knob adjustment. A25CP-1 SPDT, concealed screwdriver adjustment, Factory Mutual approved. 0 Range 25 to 215°F (4 to 102°C) Electrical Ratings Volts, AC 120 VAC 208 VAC 240 VAC 277 VAC Motor FLA* 16 9.2 8 - Motor LRA* 96 55.2 48 - • Noninductive A 16 16 16 '16 Pilot Duty: 125 VA at 24/600 VAC Ambient Temperature Case 104°F (40°C) (Maximum) Element 300°F (149°C) Conduit Opening 7/8 in. (22 mm) diameter hole for 1/2 in. conduit Switch Snap -acting contacts in dust protected enclosure Cover Finish Gray baked enamel High Limit Dial Stop 125*F Material Case 0.063 in. (1.6 mm) galvanized steel Cover 0.025 in. (0.64 mm) cold rolled steel Mounting Flange for flat surface Reset Positive, trip -free reset mechanism (manual reset 2 operation). Control can be reset when the temperature drops 20F* (11C°) below the dial setting. Sensing Element Bi -metal rod and tube construction Shipping Weight Individual pack 1.81b.-(0.8kg) Overpack of 12 units 23 Ib. (10.4 kg) Wiring Connections Screw-type terminals Agency Listing UL Recognized: File MP640, Guide MBPR CSA Certified: File LR948, Class 4813 02 Factory Mutual Approved (Models A25AP and A25CP only): Class 3545 r * FLA = Full Load Amps-, LRA = Locked Rotor Amps. Values are equivalent to a 1 HP motor rating in accordance with UL353. The performance specifications are nominal and conform to acceptable industry standards. For application at conditions beyond these specifications, consult the local Johnson Controls office. Johnson Controls, Inc. shall not be liable for damages resulting from misapplication or misuse of its products. JaHNSON.- CONTROLS Controls Group 507 E. Michigan Street P.O. Box 423 Milwaukee, WI 53201 Printed in U.S.A 8 A25 Series Warm Air Control with Manual Reset ProducttTechnical Bulletin • 1 * r rAntunes Controls, DIVISION OF A.J•ANTUNES & CO. • ISO 9001:2000 CERTIFIED f ' ,'+ • �b"'� Imo, 5R! i J h. , J1. i ,"W ' Model - JD -2 � 3 • S�® JD211010801015 01/04. . - l s A: J: Antunes & Ca. 4 1 9 0 9 0 0 1:-7 0 0 0 C 6 R T. 1 F 1. 6 D 1 41 • _Installation Information i A: J: Antunes & Ca. 4 1 9 0 9 0 0 1:-7 0 0 0 C 6 R T. 1 F 1. 6 D • _Installation Information - Model =•JD -2 ,,.Air Flow Interlocking Safety Switches -- x Specifications . Ranges. i • BLUE .07",to 1.7" W.C. E (2 mm to 43 mm W.C.) , GREY ; 0.1" to 4" W.C.., T mm to 102 mmi W.C.)' -PURPLE 0 1" to 1.0" W.C. 0 mm to 250 mm W.C.) RED 0.1" to 24" W.C. . (3 mm to 600 mm W.C.) : 5" to 35" W.C. 1ORANGE '• (125 rrim to 875 mm W.0 ) i t Maximum Operating Pressure: 35" Water.Column MaximumPressure Surge 3 PSIG , „ `,Maximum Ambient Operating Temperature: i +140°•F,(+60° C) ' • "Minimum Ambient Operating Temperature: l F-20°F (-93° C) .. ••rrect installation. This equipment must be installed only by a licensed electrician who is experienced �. I. e- with combustion safeguard control systems and understands the functions of an interlocking switch . oc ._ - .- .- .. sist1 A: J: Antunes & Ca. 4 1 9 0 9 0 0 1:-7 0 0 0 C 6 R T. 1 F 1. 6 D 1 7Antunes Controls DIVISION OF AJJINIIMPS 8 CO. • ISO 900L-2000 CERTIP® 5/16-18 NC J Mo frog Ba 0.88 MODEL - JD -2' ADJUSTING SCREW UNDER PRC SCREW CAf NEGATI 1/8' NP' )SITIVE IN r NPT 9 3.75 i 8 Installation • ~ You are installing one of the finest switches of its type The switch is adjustable within its range, as shown on the on the market. Design of this switch is based on the range scale located on top of the unit. same principles of sensitivity, accuracy and dependability that have made Antunes Controls Air Flow Switches so The Model JD -2 is sturdy, compact and cost effective. successful. These switches are fully approved. They are All components are well made. The switch is neat in UL listed and recognized for the U.S. and Canada, and appearance with a die cast aluminum electrical housing. In approved by Factory Mutual (FM). every way you will be pleased with the ease of installation and the reliability of your Antunes Controls JD -2 Switch. Electrical Ratings — All Models 10A, 1/8 H P 125 VAC 5A, 1/4 HP 250 VAC Pilot Duty — 125 VA, 125 — 250 VAC C NC NO Field wiring by others must be rated at 900C for industrial use. Hole for 7/8" Conduit Connection 0 • 1* LJ Aritunes Controls MODEL J D-2 DIVISION OY AJ.ANTUM A CO. • ISO 900-•2000 CUT= , The Model JD -2 is always mounted with the stem up. 1/2" Mounting Bracket An optional mounting bracket can be fastened to the bottom (13 mm) 1 All Mounting Holes (Dia.) section of the switch housing with 5/16-18 x 1/2`' bolt 7/32" 5/16" 7/32" (supplied with bracket). (5.5 mm) (8 mm) (5.5 mm) 7/8" ' .(13 mm) (22 mm) Mounting IF Bracket 1-1/8" ®� 2-5/8" (28 mm) (67 mm) Air Connections Tubing: Recommended as minimum: 1/4" copper or Air Supply: The switch is equipped with two 1/8" NPT aluminum tubing or 1/8" pipe. All tubing and pipe must connection ports. Connect air supply as shown below. be clean and free from oil, dirt, and chips. If piping run When used for vacuum or pressure applications, Model is over five feet long, use larger size tubing or pipe; and JD -2 must always be vented as shown. No venting is reduce size at switch connection. required for differential application. Differential Vacuum Only Only. Vacuum Connection Low Vacuum orto top chamber Vent Leave Low Pressure Open NGc O" O High Vacuum'or Vent Leave Pressure Connection High Pressure Open to Bottom Chamber Indicator Position Terminal Indicator Position Terminal Off C and NO open ON C and NC closed C and NO closed C and NC open It is understood and agreed that seller's liability: w6 in The price stated for the equipment is at consideration in bruiting: contract,. in tort under amy.warranty, m negligence or otherwise seller's liability:lNo• action, regardless of form; arising out of the ` shall not ekeed;the return of the amount of the purchase; 4 ;transactions may be brought by purchaser.more than one year price paid by purchaser and under no circumstances shall aftgrthe cause of action has accrued i seller be liable for special;',rndirect or consequential damages iiL i� � t'1;+_i 7;; � to ri t a: ;� • r +-,»'��. c. 1. Antunes Controls products are guaranteed to be free from mechanical and electrical defects for a period of one year from date of shipment under normal use and service provided installation is made in accordance with manufacturers' • r recommendations. 2. Parts deemed defective shall be repaired or replaced at manufacturers option and at manufacturers expense but shall not include foreign or federal excise taxes, state or municipal sale or use taxes, all such taxes not limited to the foregoing being responsibility of the purchaser. 3. No charge for travel and/or mileage will be allowed to purchaser. 4. Antunes Controls reserves the right to make changes in design or make any improvements on any products. The right is always reserved to modify our equipment because of new technology, underwriter's requirements and/or government regulations. } - 5. The following are not covered under warranty: r a. Failure from neglect, abuse, careless handling'and mis-application of unit. b. Failure to observe guidelines for installation or improper voltage hook-up. c. Failure caused by improper maintenance. (See maintenance guidelines found in operation instructions.) d. Unless specifically allowed by Antunes Controls, no other charges may be included under warranty. • { r .e • y • i ` Antunes Controls DMSW OF AJARTM A 00.'• B0 9 0013 00 0 MWM? 180 Kehoe Boulevard • Carol Stream, Illinois 60188 • USA • Ph: (630) 784-1000 • (800) 253-2991 • Fx: (630) 784-1650 www.ajantunes.com 0 W ,..,0. JF 7 ` w./urI .0 PAI ISR An approved fire apparatus access road not less than 20 feet wide shall be provided for access within 150 feet of all portions of the building. Call 530.-538-7888 to schedule a site visit prior to final to ve fire access layout and markings. rify Extinguishers must be mounted on a bracket or in a cabinet with the top not more than five feet above. the floor. Base requirements are one 2A:IOB:C (minimum rating) fire extinguisher is required with no than 75 feet travel distance. Some areas may require high rated extinguishers with less maxim travel distance, depending on use. um Ensure structure has appropriate building identification. Minimum 4" high and 0.5". stroke. BU TE f 0UNewL�P��N'i uEFZVICES EVI EMM FOR DATE CODE / , ptl._IAN