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06-3003 (ELEC)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: C06-0000 Property Address: 78788_HIGHWAY 111 APN: 643 -080 -015 - Application description: ELECTRICAL Property Zoning: REGIONAL COMMERCIAL Application valuation: - 12000 •4 ���NI1AW BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: CVWD P O BOX 1058 COACHELLA, CA 92236 Contractor: Applicant: Architect or Engineer: BAY CITY ELECTRIC WOR 12208 INDUSTRIAL ROAD D LAKESIDE, CA 92040 (619)938-8200 Lic. Noo..:: 74 748133 -------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: C10 ' ense No.: 748133 ate' ..I Cctor: ` OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: 04 Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/16/06 AUG' 18 2006 CITY WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation'insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ZENITH Policy Number Z067456701 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section �f 37700 :ofthe Lab od�halll forthwith comply with those provisions. Date) `� scant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any actor omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify t t I have read this application and state that the above information is correct. I agree to comply with all city !, county ordinances a�d state laws relating to building construction, and hereby authorize representatives of s county to enter 9sel the above-mentioned property/yr inspection purposes. DatJ Signature (Applicant or Agent):�•//� LQPEPAHT Application Number . . . . . 06-00003003 Permit . . . . . ELEC-MISCELLANEOUS Additional desc . . 30 KW GENERATOR FOR CELL SITE Permit Fee . . . . 30.75 Plan Check Fee 7.70 Issue Date . . . Valuation . . . . 0 Expiration Date 2/12/07 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 .75 1.00 15.0000 EA ELEC PWR APP >10 TO <=50 15.00 ---------------------------------------------------------------------------- Special Notes and Comments ADDITION OF 30 KW EMERGENCY GENERATOR FOR VERIZON WIRELESS CELL SITE. 2001 CBC, 2004 CEC CODE. (LOCATION IS IN CVWD WELL SITE LOCATED NORTH OF "LA CASITA RESTAURANT BLDG) Fee summary Charged Paid Credited --------------------'-------------------- Due ----------------- Permit Fee Total 30.75 .00 .00 30.75 Plan Check Total 7.70 .00 .00 7.70 Grand Total 38.45 .00 .00 38.45 23--",A M -,at 'tea.* e2u �, - 7M- 07 q6 I L., j4A 11 I in #- III City. of La Quinta III Building& Safety. Division . P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet , Permit # Project Addre ss_5T.41'e--Rw� Owner's Name: (0X1kV1A A. P. Number: y3 Address: 70c) -gox Legal Description: Contractor: City, ST, Zip: C0,40"jc" 1 -1,3 (o Telephone: Address: lxiv Project Description: T City, ST, Zip: LA-va--toe-- w -3 0 � w 7 -AA Telephone(otC -9A --h6t) State Lic. #: Ci b ? 4 8 133 City Lic. #: Arch., Engr., Designer: V Address: lue City, ST, Zip: 0 Telephone: State Lie. #: Name of Contact Person: Construction Typed" -9 Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.:' # Stories: # Units: Telephone # of Contact Person:a-19 --Q- -2-Q02--? Estimated Value of Project: 0, '20(% 00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Rcq'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted. 0/4K item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"' Review, ready for correctio /issue qno Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Jrd Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P.' Pub. Wks. Appr Date of permit issue School Fees To tal Permit Fees ;,71716-4195; tAO" 4, 6*0 AQI"-v 7L4 -:t x"-4a"K� 8 2 �ip _� CT70 �(,lli�-G�bHE�T-��C.��> 814 /0( 10- f t ic P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 To: Greg Butler, Building & Safety Manager BUILDING & SAFETY DEPARTMENT (760) 777-7012 FAX (760) 777-7011 To CDD: August 2, 2006 From: Doug Evans; Director -CDD Due Date: August 7, 2006 Status: 1 st Review Building Plans Approval (This is an approval to issue a Building Permit) The Community Development Department has reviewed the Building Plans for the following project: Description: Installation of Generator (Verizon Wireless) Address or General Location: 78-790 Highway 111 Applicant Contact: Ron DePinto (619) 247-0087 The Community Development Department finds that: these Building Plans do not require Community Development Department approval. ❑ ...these Building Plans are approved by the Community Development Department. ❑ ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant: When the corrections are made please return them to the Community Development Department for review. Doug Evans, Director -CDD Date y DRAWN B LLACOMP" DATE: 07/31/06 SCALE: N.T.S. I SHEET T — 1'"s • U) U rr" BAYCITYELECTR-IC,WORKS,'I.NC. LLJm < e_ �1 r \/OtCTlll LA QUINTA RETAIL M. loss � lossL A_ �! cn,� 748133 rn STATE HWY 111 & WASHINGTON STREET yo� �� o AL A QUINTA, CA,92253 - PROJECT DATA:v ICINITY MAP: GENERAL NOTES: CONTRACTOR: BAY CITY ELECTRIC WORKS, INC. a%vw = o PROPOSED INSTALLATION OF 30KW NKRATOR MOUNTED TOA FUEL 12208 INDUSTRY RD. / W� A (�(J�(� BUILDING U3AFETy� G 52g DIESEL LAKESIDE, CA 92040 n .. 938-8200 �O�G%G� �j j OVED : �* L 2200 LISTED GENERATOR (619) - / Qlyj MILES AVE. 0 * L 142 LISTED FUEL TANK APPLICANT: ` VERIZON WIRELESS 15505 SAND CANYON AVE. - WHITE WATER � TRUMON pA 2 PROPOSED 96"X60" PAD W/6" CURB. #4 —BAR 12" ON CENTER BOTH WAYS. IRVINE, CA 92618 � ��! W _ �% 3. 1/2" X 5 1/2" HILTI BOLTS EMBEDDED 4" (949) 286-7000 �`� sr D ?Q ,y WILL HOLD DIESEL FUEL TANK TO PAD, WHICH PROPERTY OWNER: CHANNEL WILL RESIST SEISMIC DAMAGE IN ACCORDANCE COACHELLA VALLEY WA R D TRIC T WITH BUILDING CODE U.F.C. SEC. 7902.1.9. PO BOX 1058 SITE LOCATION N 4. PIPING, VALVES, AND FITTINGS WILL CONFORM COACHELLA, CA 92236 0 Q TO NATIONALLY RECOGNIZED ENGINEERING t CONTACT: w_+ E STANDARDS. RUTH DEARDEN (780) 398-2651 5. ALL PLACARDS SIGNS WILL PROJECT DESCRIPTI0N: SHEET INDEX: BE POSTED ON THE ELTAKS ADND AT MUNICIPALITY: ENTRANCE TO THE FACILITY. O �� INSTALLATION OFA STANDBY GENERATOR AT AN - T1 SHEET INDEX, PROJECT DATA, JURISDICTION: CITY OF LA QUINTA A.P.N. #: 643-080-15 ISTING 0 C SITE LOCATED LIO VHWY RTITP GENERAL NOES, VICINITY MA O6 NO SMOKING 0 20 11 1 & WASHINGTON STREET. ATSTA E Avg <$> E-1 SINGLE LINE DIAGRAM NO OPEN FLAM ELECTRICAL CONTRACTOR: ALSO TO INSTALL A 200 AMP AUTOMATIC BAY CITY ELECTRIC WORKS, INC." TRANSFER SWITCH. A-1 SITE PLAN 6. ALL ELECTRICAL EQUIPMENT WIL Q9 12208 INDUSTRY RD. INSTALLED IN ACCORDANCE WITH EL RICAL LAKESIDE, CA 92040 THESE IMPROVEMENTS WILL ENHANCE THE A-2 ENLARGED SITE PLAN CODE 7901.4 U.F.C. (619) 938-8200 GENERAL HEALTH, SAFETY AND WELFARE WITHIN LICENSE 748133, THE CITY AND SURROUNDING AREAS BY S-1 CONCRETE SLAB DETAILS 7" TANK INSTALLED W/LEAK ALARMS AND GEN C-10 B (ELECTRICAL & GENERAL) PROVIDING CLEAR AND RELIABLE CELLULAR SET WILL BE MONITORED 24 HOURS A DAY FROM TELECOMMUNICATIONS WHICH CAN CONTINUE TO - GENERATOR SPECIFICATION PACKET A REMOTE SITE. FUNCTION IN THE EVENT THAT TELEPHONE (WIRE) - ATS SPECIFICATION PACKET SERVICE IS INTERRUPTED DURING AN EMERGENCY SITUATION OR A NATURAL DISASTER. — I GENERATOR CUT SHEET DRAWN B LLACOMP" DATE: 07/31/06 SCALE: N.T.S. I SHEET T — 1'"s • U) U o _ �••� / N LLJm < UVB z W_o co W W �Z A_ �! J W VJ J ui a � CYC �--O o 6 W U�§ o Na = o N in Q W� N LV m > > DRAWN B LLACOMP" DATE: 07/31/06 SCALE: N.T.S. I SHEET T — 1'"s • JQ Qa � w W fl�W w = Q� N Z 0 N LV z = N > j 3 0 J N DRAWN B LLACOMP" DATE: 07/31/06 SCALE: N.T.S. I SHEET T — 1'"s • 4 9 -EXISTING METER SINGLE. LINE DIAGRAM . 120/208 VOLTS EXISTING FUSE DISCONNECT 30 KW GENERATOR. 120/240 V, ROPOSED SINGLE PHASE UL LISTED. -rnnnir rnnr.ern TRANSFORMER (1) 2" CONDUIT: LINE POWER 120/240 V, 1 -#4 (CU), GND 200 AMP, SINGLE PHASE (1) 2"CONDUIT: (1) V, CONDUIT: 25 PAIRS OF #24 AWG BREAKER MOUNTED FROM $ 3-#3/0 (CU) 1-#4 (CU), GND FACTORY,. 150 AMP UL LISTED J �a 10 1 (1) 2"CONDUIT: y ,� 74813 3-#3/0 (CU) TO INSTALL AUTOMATIC TRANSFER SWITCH 1-#4 (CU), GND RATED AT 200 AMP, 120/240 VOLTS, SINGLE 8Y PHASE, 2 POLES," 3W. EXISTING MANUAL TRANSFER SWITCH (1) 2"co1vDUIT: RATED AT 200 AMP, 120/240 VOLTS, SINGLE PHASE. 3-#3/0 (CU) 1-#4 (CU), GND �- - - - - - - - - - - - - - - - - -I EXISTING 120/240 VOLTS, 200 AMP., SINGLE PHASE NEMA 1 - LOAD CENTER AND INSTALL 2-20 AMP, SINGLE POLE, 1 120 VOLTS BREAKERS FOR BATTERY CHARGER AND 1 20 AMP 20 AMP L - -, POLE , POLE - - - - - - - - - J BLOCK HEATER. (1) 1 "CONDUIT: 6-# 12(CU) BLOCK HEATER BATTERY CHARGER 9 -EXISTING METER SINGLE. LINE DIAGRAM . 120/208 VOLTS EXISTING FUSE DISCONNECT 30 KW GENERATOR. 120/240 V, ROPOSED SINGLE PHASE UL LISTED. -rnnnir rnnr.ern TRANSFORMER (1) 2" CONDUIT: LINE POWER 120/240 V, 1 -#4 (CU), GND 200 AMP, SINGLE PHASE (1) 2"CONDUIT: (1) V, CONDUIT: 25 PAIRS OF #24 AWG BREAKER MOUNTED FROM $ 3-#3/0 (CU) 1-#4 (CU), GND FACTORY,. 150 AMP UL LISTED J �a 10 1 (1) 2"CONDUIT: y ,� 74813 3-#3/0 (CU) TO INSTALL AUTOMATIC TRANSFER SWITCH 1-#4 (CU), GND RATED AT 200 AMP, 120/240 VOLTS, SINGLE 8Y PHASE, 2 POLES," 3W. EXISTING MANUAL TRANSFER SWITCH (1) 2"co1vDUIT: RATED AT 200 AMP, 120/240 VOLTS, SINGLE PHASE. 3-#3/0 (CU) 1-#4 (CU), GND �- - - - - - - - - - - - - - - - - -I EXISTING 120/240 VOLTS, 200 AMP., SINGLE PHASE NEMA 1 - LOAD CENTER AND INSTALL 2-20 AMP, SINGLE POLE, 1 120 VOLTS BREAKERS FOR BATTERY CHARGER AND 1 20 AMP 20 AMP L - -, POLE , POLE - - - - - - - - - J BLOCK HEATER. (1) 1 "CONDUIT: 6-# 12(CU) BLOCK HEATER BATTERY CHARGER e EXISTING CVWD 5'-0" A 35'-0" SURFACE TANK TO REMAIN EXISTING CVWD 4'-0" x 8'-0" SHED TO REMAIN EXISTING CVWD 6'-0" x 20'-0" SHED TO REMAIN EXISTING CVWD 4'-0' x 12'-0" SHED TO REMAIN PARCEL 15 120'-0' x 150'-0' - APN # 643-080-015 ENLARGED SITE PLAN 4*0 tri l �SCQp/Nc �vAj�R SIORM Cyd ✓ , �-Z EXISTING 11'-0' x 23'-0' TRASH ENCLOSURE TO REMAIN NEW 8'-0" HIGH SPLIT FACE 6 BLOCK WALL TO MATCH EXISTING 5 NEW 11'-5' x 18'-0" VERIZON WIRELESS SHELTER, TO MATCH STUCCO OF EXISTING ADJACENT SHOPPING CENTER SEE SHEET A4 FOR SHELTER INFORMATION NEW 21'-0' x 30'-0' VERIZON WIRELESS LEASE AREA ENCLOSED WITH NEW 8'-0" HIGH SLUMP BLOCK WALL TO MATCH EXISTING NEW VERIZON WIRELESS MUM BRIDGE 7'-0" HIGH MAXIMUMA3 NEW 65'-0 HIGH MONOPALM WITH VERIZON WIRELESS ANTENNAS MOUNTED ® 58'-0" A.F.C. (E) IRRIGATION SYSTEM AT EACH PALM TREE. CONNECT TO EXISTING WATERLINE. TO BE MAINTAINED BY TENANT NEW 139'-0'* U.C. POWER CONDUIT RUN FROM EXISTING TRANSF09MIOTY OF LA C #VN6350P TO NEW VERIZON RFb e��r JG 8 SAFI UTILITY EASEMENT SHELTER WITHIN A NEW 5 -O" W10 AV.�,RO% FOR CONSTRL :vTF UY NEW 5'-0' WOE UTILITY EASEMENT NSEI (SEE ELEC. DWC'S) v Q. EXISTING TRANSFORMER #VN6350P, P.O.C. TO REMAIN N, APPLICANT V1f"WIRELESS 15506 SNA C44M AYE WWT- CA 02616 ' (040) 286-7000 - PROJECT INFORMATION: { LA QUINTA RETAIL STATE HIGHWAY III 8 WASHINGTON STREE LA QUINTA, CA 92253 . CURRENT ISSUE DATE: 8/24/01 ISSUED FOR: CONSTRUCTION PERMIT y. REV:: DATE:—DESCRIPTION:—BY: O W Z W • CL • W 0 8/16/01 1009 C.O'S RL 0 7/27/01 90% C.D'S RL M . ENGINEER/CONSULTANT: 7pw ireless Solutions On.design.deploy.maintain PROGRAM MANAGEMENT OMSION 4900 1ATKA9 ST SUITE 103 RIVEPSIDE. CA 92041 PLANS PREPARED BY: VeloC"!Tel- ARCHITECTURE AND ENGlNEERR/D DIVISION f�,.tB bsi vM, I-= I�.a> �Tatl ru .rw�ww.1 ;=DRAWN BY: CHK.:=APV.: RL JO MA I- DEPT —APPROVED DAT III -SHEET TfTLE:— ENLARGED SITE PLAN HEET NUMBER: Al EXISTING 6' WIDE GATE EXISTING 20' WIDE GATE -- _ 1) EXISTING ` \ V VERIZON ' r - i LEASE PREMI'S'ES EXISTING — 6' WIDE GATE ABBREVIATION LC LOAD CENTER LB LUG BOX AC AIR CONDITION UNIT MTS MANUAL TRANSFER SWITCH_ NOTES: 1 ) EXISTING VERIZON LEASE PREMISES. 2) PROPOSED 30KW GENERAC GENERATOR INSTALLATION OUTSIDE EXISTING LEASE PREMISES. TOTAL ADDITIONAL GROUND SPACE IS 103"X60". 3) PROPOSED 10' WIDE NON—EXCLUSIVE UTILITY EASEMENT. 'r; 3) PROPOSED 10' WIDE NON—EXCLUSIVE UTILITY EASEMENT - S O 5' c) z 2) PROPOSED 3 GEN/PAD LOCATION FA -C-1 1 EXISTING 18'x11'5" EQUIPMENT ROOM F-3 EXISTING /_4' HIGH BLOCK WALL 3'-6" 8' 5'- 1 " \ EXISTING MONOPOLE LA QUINTA RETAIL ENLARGESITE PLAN- � � STATE HWY 111 & WASHINGTON STREET LA QU I NTA, CA 92253 • GENERATOR INSTALLATION SIZE B DWG N0. REV DRAWN BY: L LACOMPTE SCALE 1 "=11' DATE 06/21/05 SHEET A-2 60" 34, 4" WIDE 6" TALL C t .9 6 W/.LOCKING BALL VALVE EXTEND 2" FROM CURB GENERATOR PAD, GENERAL NOTES: CONCRETE HAS BEEN MEASURED AT MINIMUM OF 2500 P.S.I. WITH THE CURE RATE OF 28 DAYS. 19" 14 4 12" 3" 12" -.0 0 e d �p„�1� 1=i1-� Ti I l I-1 I I-11 1-1 I -111 -III =1 I I-1 I Ill - DETAIL DRAWING OF CURB O CONN. W/ i FUEL TANK 1/2” DIAMETER I #4 VERTICAL REBAR HILTI BOLTS - I (4) TYP• CONC. SLAB (TOTAL 4) i a d. a o a . a a p 4 #4 RE=BAR 12" O/C BOTH WAYS ETAIL OF HILTI BOLT II IN SLAB O 2 10 ANCHOR BODY O 2 THREAD AREA WASHER MANDRAL AREA NUT HILTI QUICK BOLT II DETAIL 3O LA QUINTA RETAIL STATE HWY 111 & WASHINGTON STREET LA QUINTA, CA 92253 SIZE DWG NO. REV GENERATOR INSTALLATION B DRAWN BY: L LA COMPTE SCALE 1"=1 DATE 07/31/06 SHEET S-1 SD030Liquid Cooled Diesel Engine Generator Sets Standby Power Rating Prime Power Rating 30KW 60 Hz / 30KVA 50 Hz 25KW 60 Hz / 25KVA 50Hz FEATURES ■ INNOVATIVE DESIGN & PROTOTYPE TESTING are key components of GENERAC'S success in 'IMPROVING POWER BY DESIGN.' But it doesn't stop there. Total commitment to component testing, reliability testing, environmental testing, destruction and life testing, plus testing to applicable CSA, NEMA, EGSA, and other standards, allows you to choose GENERAC POWER SYSTEMS with the confidence that these systems will provide superior performance. ■ TEST CRITERIA: ✓ PROTOTYPE TESTED ✓ SYSTEM TORSIONAL TESTED ✓ ELECTRO -MAGNETIC INTERFERENCE ✓ NEMA MG1 EVALUATION ✓ MOTOR STARTING ABILITY ✓ SHORT CIRCUIT TESTING ✓ UL 2200 COMPLIANCE AVAILABLE ■ SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION. This state-of-the-art power maximizing regulation system is standard on all Generac models. It provides optimized • r Power Matched .E M 14 1 MVP Turbocharged FAST RESPONSE to changing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by electronically torque - matching the surge loads to the engine. ■ SINGLE SOURCE SERVICE RESPONSE from Generac's dealer network provides parts and service know-how for the entire unit, from the engine to the smallest electronic component. You are neveron yourown when you own a GENERAC POWER SYSTEM. ■ ECONOMICAL DIESEL POWER. Low cost operation due to modem diesel engine technology. Betterfuel utilization plus lower cost per gallon provide real savings. ■ LONGER ENGINE LIFE. GENERAC heavy-duty diesels provide long and reliable operating life. ■ GENERAC TRANSFER SWITCHES, SWITCHGEAR AND ACCESSORIES. Long life and reliability is synonymous with GENERAC POWER SYSTEMS. One reason for this confidence is that the GENERAC product line includes its own transfer systems, accessories, switchgear and controls for total system compatibility. GENERAC° POWER SYSTEMS, INC. APPLICATION - & ENGINEERING DATA - SDO30 GENERATOR SPECIFICATIONS ENGINE SPECIFICATIONS TYPE.............................................................. Four -pole, revolving field ROTOR INSULATION...............................................................Class F STATOR INSULATION............................................................. Class F TOTAL HARMONIC DISTORTION ............................................... <5% .TELEPHONE INTERFERENCE FACTOR (TIF) ........................... <50 ALTERNATOR ........................................ Self -ventilated and drip -proof BEARINGS (PRE-LUBED & SEALED)...............................................1 COUPLING............................................................Direct, Flexible Disc LOAD CAPACITY (STANDBY) ...:................................................ 100% LOAD CAPACITY (PRIME)...........:.............................................. 110% NOTE: Emergency loading in compliance with NFPA 99, NFPA 110, paragraph 5-13.2.6. Generator rating and performance in accordance with IS08528-5, BS5514, SAE J1349, IS03046 and DIN6271 standards. EXCITATION SYSTEM O DIRECT ....................................................... DC excitation system ✓ Low-velocity brushes and slip rings ✓ O BRUSHLESS ............................. Magnetically coupled DC current ✓ Eight -pole exciter w/ battery -driven field boost ✓ Mounted outboard of main bearing ✓ REGULATION:.........:.....................................................-... Solid-state ✓ ±1% regulation ✓ GENERATOR FEATURES ■ Four pole, revolving field generator, directly connected to the engine shaft through a heavy-duty, flexible disc for permanent alignment. ■ Generator meets the temperature rise standards for class 'F' insulation as defined by NEMA MG1-32.6, while the insulation system meets the requirements for the higher class 'H' rating. ■ All prototype models have passed a three-phase symmetrical short circuit test to assure system protection and reliability. ■ All prototype models are tested for motor starting ability by measuring the instantaneous voltage dip with a waveform data acquisition system. ■ All models utilize an advanced wire harness design for reliable interconnection within the circuitry. ■ Magnetic circuit, including amortisseur windings, tooth and skewed stator design, provides a minimal level of waveform distortion and an electromagnetic interference level which meets accepted requirements for standard AM radio, TV, and marine radio telephone applications. ■ Voltage waveform deviation, total harmonic content of the AC waveform, and T.I.F. (Telephone Influence Factor) have been evaluated to acceptable standards in accordance with NEMA MG 1-32. ■ Alternator is self -ventilated and drip -proof constructed. ■ Fully life -tested protective systems, including 'field circuit and thermal overload protection" and optional main -line circuit breakers capable of handling full output capacity. ■ System Torsional acceptability confirmed during Prototype Testing. MAKE.......................................................................................... DEERE MODEL......................................................................................... 2ADT CYLINDERS............................................................................... 4 in-line DISPLACEMENT..................................................2.4 Liter (149 cu. in.) BORE...........................................................................86 mm (3.39 in.). STROKE.....................................................................105 mm (4.13 in.) COMPRESSION RATIO ........... ....................::.......... ......... :........... 18:1 INTAKE AIR..................................................................... Turbocharged NUMBER OF MAIN BEARINGS ....................................................:.....5 CONNECTING RODS............................................4-Drop forged steel CYLINDER HEAD .................................... Cast iron w/ overhead valve PISTONS.....................................................................4-Aluminum alloy CRANKSHAFT.................................................................. Forged Steel VALVE TRAIN LIFTERTYPE.................................................................................. Solid INTAKE VALVE MATERIAL .................................................. High Temp EXHAUST VALVE MATERIAL .............................................. High Temp ENGINE GOVERNOR O ELECTRONIC..........................:...........................................Standard FREQUENCY REGULATION, NO-LOAD TO FULL LOAD ... 0.5% STEADY STATE REGULATION...........................................±0.25% LUBRICATION SYSTEM TYPE OF OIL PUMP..................................................................... Gear OIL FILTER............................................................... Full flow, cartridge CRANKCASE CAPACITY.......................................................... 7.5 qts. COOLING SYSTEM TYPE OF SYSTEM ................................ Pressurized, closed recovery WATER PUMP ................................................... Pre-lubed, self-sealing TYPEOF FAN..................................................................:......... Pusher NUMBER OF FAN BLADES.................................................................6 DIAMETER OF FAN ...............................................457.2 mm (18.0 in.) COOLANT HEATER ....................................................... 120V, 1000 W FUEL SYSTEM FUEL.......................................................... #2D Fuel (Min Cetane #40) (Fuel should conform to ASTM Spec.) FUEL FILTER......................................................................... 10 Micron FUEL INJECTION PUMP....................................................Bosch (VE) FUEL PUMP ................................................. Engine Driven Gear Type INJECTORS......................................................... Pintel Type, 2100 PSI ENGINE TYPE .................................... Pre -combustion, swirl chamber FUEL LINE (Supply) .................................................6.35 mm (0.25 in.) FUEL RETURN LINE..............................................3.17 mm (0.125 in.) ELECTRICAL SYSTEM BATTERY CHARGE ALTERNATOR ......................... 42 Amps at 12 V STARTER MOTOR..................................................12 V 290A @ 0 °C RECOMMENDED BATTERY .......................... (1) - 12 V, 90 A.H., 27F GROUND POLARITY.............................................................. Negative Ratingdefinitions-Standby. Applicable forsupplytng emergency powerforthe duration of the uu7itypoweroutage. No overloadcapabirity isavafiable forthis rating. (Ati ratings in a000rdancewith BS5514, IS03046 and DIN6271). Prime (Unlimited Running Time): Applicable forsupplying electric power In lieu of commercially purchased power. Prime power is the maximum power available atvariable load. A 10% overload capacity is available for 1 hour in 12 hours. (All ratings in accordance with BS5514, IS03046, IS08528 and DIN6271). • GENERAC® ` - POWER SYSTEMS, INC. SDO30 - OPERATING DATA Note: Values given are maximum temperatures to which power adjustments can be applied. Consult your Generac Power Systems representative if operating conditions exceed these maximums. Altitude and temperature derations are emissions certification contingent by engine manufacturer. Actual power deration may be less than published values. STANDARD ENGINE & SAFETY FEATURES ■ High Coolant Temperature Automatic Shutdown ■ Stainless Steel Flexible Exhaust Connection STANDBY ■ Battery Charge Alternator PRIME ■ Battery Cables ■ Overspeed Automatic Shutdown (Solid-state) ■ Battery Tray SD030 ■ Vibration Isolation of Unit to Mounting Base SD030 ■ 12 Volt, Solenoid -activated Starter Motor GENERATOR OUTPUT VOLTAGE/KW-60HztRa ed kW Rated AMP Rated kW Rated AMP 120/240V, 1 -phase, 1.0 pf 30 ■ UV/Ozone Resistant Hoses 125 25 104 120/208V, 3-phase, 0.8 pf NOTE: Consult your 30 104 25 87 120/240V, 3-phase, 0.8 pf adnr� yfoes. 30 90 25 75 277/480V, 3-phase, 0.8 pf 30 45 25 38 600V, 3-phase, 0.8 pf 30 36 25 30 GENERATOR OUTPUT VOLTAGEIKVA-50Hz Rated kVA Rated AMP Rated kVA Rated AMP 110/220V, 1 -phase; 1.0 pf 24 109 20 91 115/200V, 3-phase, 0.8 pf NOTE: Consult your 30 87. 25 72 100/200V, 3-phase, 0.8 pf Generac dealer for 30 87 25 72 231/400V, 3-phase, 0.8 pf additional voltages. .30 43 25- 36 480V, 3-phase, 0.8 pf •30 36 25 30 MOTOR STARTING KVA Maximum at 35% instantaneous voltage dip 200/240V 400/480V 200/240V 400/480V Stand -50/60 Hz 55/69 61/76 55/69 61/76 FUEL Fuel consumption -60 Hz Load 25% 50% 75% 100% 25% 50% /5% 100% galJhr. 0.8 • 1.7. 2.4 3.1 0.7 1.3 1.9 2.4 liters/hr. 3.0 6.4 9.1 11.7 2.6 4.9 7.2 9.0 Fuel consumption -50 Hz galJhr. 0.7 1.3 1.9 2.5 0.6 1.0 1.5 2.0 liters/hr. 2.6 4.9 7.2 9.4 2.3 3.8 5.6 7.6 Fuel pump lift - meters (in.) 0.9(36) • COOLING Coolant capacity System - lit. (US gal.) (2.8) (2.8) Engine - lit. (US gal.) (1.2) (1.2) Radiator - lit. (US gal.) (1.6) (1.6) Coolant flow/min. 60 Hz - lit. (US gal.) (20.2) (20.2) 50 Hz - lit. (US gal.) (16.8) (16.8) Heat rejection to coolant BTU/hr. 120,600 94,900 Inlet air 60 Hz - W/min. (cin) 193 (6800) 193 (6800) 50 Hz - &/min. (6n) 160 (5667) 160 (5667) Max. operating air temp onto radiator 'see note °C (°F) 60 (140) 60 (140) Max. operating ambient temp 'see note °C (°F) 50 (122) 50 (122) COMBUSTION AIR REQUIREMENTS Flow at rated power 60 Hz - W/min. (cfm) 3.2(114) 2.7(96) 50 Hz - 0/min. (cfm) 2.6(92) 2.2(77) EXHAUST Exhaust flow at rated output60 Hz melmin. (cfm) 9.1 (320) 7.6(267) 50 Hz - r0min. (cfrn) 7.3(258) 6.0(212) Max recommended back pressurel(pa (Hg) 5.0(1.5') 5.0(1.5') Exhaust temp at rated output °C (°F) 549 (1100) 510 (1010) Exhaust outlet size N.P.T. (female) 2' 2' ENGINE Rated RPM 60 Hz / 50 Hz 1800/1500 1800/1500 HP at rated KW 60 Hz / 50 Hz 48/38 41/32 Piston speed 60 Hz - m/min. (ft./min.) 378 (1240) 378 (1240) 50 Hz - m/min. (ftJmin.) 314 (1033) 314 (1033) BMEP 60 Hz / 50 Hz - psi 142/135 121/113 POWER ADJUSTMENTS FOR AMBIENT CONDITIONS Temperature 5% for every 10°C above - °C 25 25 2.77% for every 10°F above - IF 77 77 Altitude 0.8% for every 100 m above - m 183 183 -2.7% for every 1000 ft. above - ft. 600 600 Note: Values given are maximum temperatures to which power adjustments can be applied. Consult your Generac Power Systems representative if operating conditions exceed these maximums. Altitude and temperature derations are emissions certification contingent by engine manufacturer. Actual power deration may be less than published values. STANDARD ENGINE & SAFETY FEATURES ■ High Coolant Temperature Automatic Shutdown ■ Stainless Steel Flexible Exhaust Connection ■ Low Coolant Level Automatic Shutdown ■ Battery Charge Alternator ■ Low Oil Pressure Automatic Shutdown ■ Battery Cables ■ Overspeed Automatic Shutdown (Solid-state) ■ Battery Tray ' ■ Crank Limiter (Solid-state) ■ Vibration Isolation of Unit to Mounting Base ■ Oil Drain Extension ■ 12 Volt, Solenoid -activated Starter Motor ■ Radiator Drain Extension ■ Air Cleaner ■ Factory -Installed Cool Flow Radiator ■ Fan Guard ■ Closed Coolant Recovery System ■ Control Console ■ UV/Ozone Resistant Hoses ■ Coolant Heater ■ Rubber -Booted Engine Electrical Connections ■ Radiator Duct Adaptor 5 ■ Secondary Fuel Filter ■ Fuel Lockoff Solenoid -OPTIONS ■ OPTIONAL. COOLING SYSTEM ACCESSORIES ' O 208/240V Coolant Heater ■ OPTIONAL FUEL ACCESSORIES O Flexible Fuel Lines O UL Listed Fuel Tanks O Base Tank Low Fuel Alarm O Primary Fuel Filters ■ OPTIONAL EXHAUST ACCESSORIES O Critical Exhaust Silencer (Std. on enclosed gensets) ■ OPTIONAL ELECTRICAL ACCESSORIES O Battery, 12 Volt, 90 A.H., 27F O 2A Battery Charger O 10A Dual Rate Battery Charger O Battery Heater ■ OPTIONAL ALTERNATOR ACCESSORIES O Alternator Strip Heater O Alternator Tropicalization O Voltage Changeover Switch O Main Line Circuit Breaker ■ CONTROL CONSOLE OPTIONS O Analog Control °C' Panel (Bulletin 0151160SBY) O Analog / Digital Control 'E' Panel (Bulletin 0157210SBY) ■ ADDITIONAL OPTIONAL EQUIPMENT O Automatic Transfer Switch O 3 Light Remote Annunciator O 5 Light Remote Annunciator O 20 Light Remote Annunciator O Road Ready Trailer O Unit Vibration Isolators O Oil Make -Up System O Oil Heater O 5 Year Warranties O Export Boxing O GenLine Communications Software ■ OPTIONAL ENCLOSURE O Weather Protective O Sound Attenuating O Aluminum and Stainless Steel O Enclosed Muffler IDistributed by: SDO30 • r Dawpr and specifiratiors sbjact to change wifta notice. Dirrersions aiawn are appm Vo. Contact yoln 43 r dealer for wrt ied drawings DO NOT USE THESE OIMESIONS FOR INSTALLATION PURPOSES 2397 {94.37'] 965 137.99.1 I a \ � A117 e�l I II I I [43198'] Ir III I III 1160 II III I II� I I l� I [45.67'] 'IL I II I p III �� II M I Il ---I 877 [34.51'] F�- mm[IN] LEFT SIDE VIEW REAR VIEW GENERAC' POWER SYSTEMS, INC. • P.O. BOX B • WAUKESHA, WI 531 B7 2B2/544 -4B1 1 • FAX262/544-4651 Buflatin 0169530SBY/ Printed in USA 02.04, rev: 03.0.4 02004 Generac PowerSysteres, Inc. All rights reserved. All specifications subject to change without notice. Automatic Transfer Switches 100 - 400 Amps, 600 VAC _ • Standard time delay neutral will reduce switchover problems. • • Logic control with Inphase monitor regulates switch functions and allows adjustable switch settings with LED indicators. • Control switches located on the front of the door for ease of operation. • All switches are UL 1008 listed and CSA certified. Y • Elechicaily-operated, mechanically -held contacts for fast, positive connections. • hated for all classes of load, 100% equipment rated, both inductive and resistive with no o derations. • 2, 3, and 4 Pole 600 VAC contactors. • 160 millisecond transfer time. Standard Features • Single coil design, electrically operated and mechanically held • Programmable exerciser • SPDT auxiliary contacts • Main contacts are silver alloy to resist welding and sticking • Conformal coating protects all printed circuit boards • Indicating LED's for switch position—Normal, Emergency, and Standby Operating • NEMA 1 enclosure with hinged door and key4ocldng handle • Three -position switch—Fast Test, Auto, Normal Test -Arc chutes on main contacts Optional Accessories • NEMA 12 enclosure • 4 -pole design for neutral isolation • NEMA 3R enclosure • Two (2) sets of auxiliary contacts • NEMA 4 & 4X enclosure • Preferred source selector switch • Exterior AC meter package • Manual 3 position selector switch • Controls accessible through • Remote automatic control circuit door in door design on NEMA • Signal before transfer contacts type Wand 4 enclosures — key • Return to normal timer bypass lock provided on access door GE-NE.RA-C..O POWER SYSTEMS, INC. GENERAL- POWER SYSTEMS, INC. • P.O. BOX 8 • WAUKESHA. WI 53187 262/544-4811 • FAX 262/544-4651 Y GTS Control Systems mins;and current - 600 Volt GTS Series GTS Rated Amps LOGIC CONTROL Utility Voltage w / Inphase Monitor Dropout...........................:........------ _.................................................. 75-95% (Ad.) �. p.................................................................................................. 85-95% (Ad.) LineInterrupt ............. ........................................ _............................... EngineMinimum Run ................................... _................................................... 0.1-10 Sec. (Acl-) 5-30 Min: (44-) EngineWarmup............................................................................................5 Sec. -3 Min. (Adi.) Returnto Utility .......... ..._......................................... ........ ................_.............1-30 Engine Cooldown_ ... Min. (Ac4.) .................. ._..................................................... ............ Standby Voltage ...1-0 Min. (Ac§•) .................. _........................................................ ..................... Standby Frequency......................................_...._......_........................_............80.90% 85-95%(J4.) (Alf.) TimeDelay Neutral......................................................................................... 0.1-10 Sec. (Ali.) Transfer on Exercise ................................ ...................................._..... _............ On/Off Switch Warmup Tmmer Bypass .................................................................................OnM Swdch ne TuDelay Neutral Bypass ss .........................:....................................................O Inphase Monitor.. _ ___ _ _.«_ _.._ « _ _« __ Switch ._ . _..N'OffOn/Otf Switch mins;and current - 600 Volt GTS Series GTS Rated Amps 100 150 200 300 400 R)SE PROTECTED M1 M2 01 D2 150-200 Maximum RMS Symmetrical 36 24 18 37.5 12.7 Fault Current — Amps Maximum Fuse 200,000 200.000. 200,000 200,000 200,000 Size - Fuse Class Ps 200 J,T 400 400 600 600 277/480 W. JT AT AT AT CIRCUIT BREAKER PROTECTED 265 150-200 600 48' V. Maximum RMS Symmetrical 49.5 14.8 12 265 300-400 Fault Current - Amps Protective Device Continuous 14,000 25,000 25.000 35.000 35,000 Rating (W) - Amps 150 300 300 600 600 wa -. w V Or UL 1008 and CSA Standards • Current rabrgs are fisted U 480 VAC D1 Unit Dimensions CTS Rated Amps Voltage Enclosure Hel9bl H Enclosure M�idth W Wall Mount Bolt Patten Endsoure Depth Weight (lbs.) M1 M2 01 D2 150-200 120J240 36 24 18 37.5 12.7 10 185 150-200 120x" 36 24 18 37.5 12.7 '.10 185- 150-200 277/480 W. 30'24 49:5 14.8 12 265 150-200 600 48' V. 24 49.5 14.8 12 265 300-400 120/240 36 24 18 37.5 12.7 to 245 300-400 1201208 36 24 18 37.5 12.7 10 245 300-400 277/480 48' 30' 24 49:5 14.8 12 325 300-400 600 48' 30' 24. 49.5 14.8 12 1 325 Note: On NEMA 1 enclosures only, door overlaps enclosure - door dimensions are 48.8 H X 30.8 W. AD dmtensons in inches. Terminal Luca Wire Ranaes GTS Rated 100 Contactor Terminals 1 Lug Per pawl.Neutral Bar P Ground LugArnps Lug Wire 210 -14AWG ; Lugs 4 Lug Wire Ra 210 -14AWG Wire Range 210 -14 AWG 150 400MCM - 4 AWG 4 350MCM - 6AWG 350MCM - 6 AWG 200 400MCM - 4 AWG 4 350MCM - 6AWG 350MCM - 6 AWG 300 600MCM - 4 AWG 4 600MCM - 4 AWG 350MCM - 6 AWG [250MCM -1/0 AWG) " [250MCM - 1/0 AWG)" 350MCM - 6 AWG 400 600MCM - 4 AWG 4 600MCM -4 AWG 350MCM - 6 AWG 1250MCM -1/0 AWG) 1250MCM -1/0 AWG)" 8uretin 094700000S / Prided In USA 11.97 rer. 08.03 OF2304 936.5 [36.87'] 582.5 [22.93'] 12V BATTERY - SEE NOTE 2 & 4 1 i-1 STUB -UP AREA [R2"6.3 SEE NOTES 10-11 AND CHART r795 E31.28'1i AREA r�711I 721.5 [36.281]x 2409 [94.84'] BUT _COTE 5 OAL /-NOTE 8 - / TOP OR PLAN VIEW. [OPEN SET EXHAUST] 434 [17++.09'] f LIFTING BRACKET 4 -CORNERS 1202 [47.32'7 ENGINE OIL DRAIN 1/2 NPT FEMALE 1829 [72.01'] 965 [37.99'] OAW RECOMMENDED ELECTRICAL STUB -UPS (SEE TOP VIEW) AC LOAD LEAD CONDUIT CISOA A 120/240V AC FOR BATTERY CHARGER AND BLOCK HEATER C LOAD LEAD CONDUIT HOOK -UPI DESCRIPTION INSID£ BASE AC LOAD LEAD CONDUIT CISOA A 120/240V AC FOR BATTERY CHARGER AND BLOCK HEATER C LOAD LEAD CONDUIT HOOK -UPI SERVICE CONNECTIONS FUEL INLET 6 RETURN = 1/4' NPT COUPLING OIL & RADIATOR DRAINS = 1/2' NPT COUPLING EXHAUST OUTLET - 2-1/2" O.D. EXHAUST ELBOW AS SHOWN ON OPEN SET 2-1/2' 0. D. MUFFLER OUTLET WITH COMPARTMENT NOTE: UNIT IS SHIPPED WITH FUEL SUPPLY AND RETURN LINES DISCONNECTED AND PLUGGED BETWEEN ENGINE AND FUEL TANK. THIS HAS BEEN DONE TO FACILITATE PRESSURE TESTING OF THE TANK IN THE FIELD. FOR INFORMATION REGARDING CONNECTING THE FUEL SUPPLY AND RETURN LINES PRIOR TO START UP, SEE -THE FUEL TANK FIELD TESTING PROCEDURE SUPPLIED IN THE TANK LOOSE VENTS KIT, WHICH IS SHIPPED WITH THIS GENERATOR. AI IN, II INR NOTE 1 11N I TS: nn [ MEP NOTE 3 1476 .1831 [72.09'] OAH NOTE 6 1305.5 NOTE 7 [51.40'7* CATCH PANEL LEFT SIDE VIEW (LEVEL. II ENCLOSURE) 101 [3.98'] 355 18.5 [13.98'][0.73']xx 839 [33.03']xx TYP MOUNTING HOLES 876 _�l t [34.49'] t NOTES: - I. CONTROL PANEL MAY BE ROTATED 180' IN EITHER DIRECTION. 2. STANDARD DOCK HEATER b BATTERY CHARGER REQUIRE 120V AC CONNECTION. 3. CONNECTION POINTS FOR AC LOAD LEADS AND ENGINE AUTOMATIC START/STOP CONTROL WIRES PROVIDED IN AC CONNECTION PANEL. 4. 12 VOLT NEGATIVE GROUND SYSTEM BATTERY TRAY INSIDE DIMENSIONS: 200 X 350 [7.87' X 13.78'] 5. 2. 5' I. D. FLEX EXHAUST, STANDARD WITH COMPARTMENT UNITS. 6. MAIN LINE CIRCUIT BREAKER. 7. 20 LIGHT ANNUNCIATOR (LOCATION DEPENDENT ON CONFIGURATION). S. ACOUSTIC ENCLOSURE (LEVEL 2A) 9. DOORS MUST BE OPENED 90 DEG. TO BE REMOVED. 10. STUB -UPS. -.BASE TALC REQUIRES ALL STUB -UPS TO BE IN THE REAR TANK STUB -UP AREA. II.A IS THE STUB UP FOR THE UNIT MOUNTED 15OA-1 PHASE OR 125A-3 PHASE CIRCUIT BREAKER. 12. AIR DUCT ADAPTER STANDARD WITH OPEN SET ONLY. 13. SEE DRAWING OF0755 FOR DUCT REMOVAL. REMOVAL OF FRONT DUCT WILL PROVIDE ACCESS TO MUFFLER FOR SERVICING. ■NOTE: DIMENSIONS TO THE OUTLET OF EXHAUST PIPE SHOULD BE USED AS A REFERENCE FOR OPEN SET ONLY. -DIMENSIONS ARE FOR BASE MOUNTING LOCATIONS. WEIGHT DATA OPEN SET UNIT: 607 kg [1336 lbs] (WET) TANK: 221 kg [ 466 lbs] STEEL COMPARTMENT: ESTIMATED 341 kg [752 lbs] NOTE 2 42 114 _ 11.65'1 [4.49'] OPTIONAL AIR DUCT ADAPTER -� SEE .NOTE 12' 1 AIR OUT 1342.5 ®, , 162 [52.85'] .. [6.38'] 5`r Fa 0 158 [6.22'] 110 [4.33']xx 570 [22.44']* 1140 [44.88']xx MOUNTING RIGHT SIDE VIEW (OPEN SET) REAR VIEW BASE WIDTH maw rake snum own M C"rlw w na YGvm ow CKMv' �� a>�.� INSTALL DWG, 30kw VERIZGN o m .o".131 M INSTALLATION DRAWING I DIESEL L2A ENCL 52G TANK I 722 [28.411 AIR DUCT I�I729 128.70'1 III517 [20.35'] [37.38'] RADIATOR END VIEW WITH AIR DUCT ADAPTER P.O. BOX 8 WAUKESHA, VIS. 53187 I OF2304.DWG ISuzBI I"' 1 = 40 Iu'sE VERIZON L2A] DWG Na 11 REV 1 OF2304 F--� ESR -1355* ' REPORTT"' Issued November 1, 2004 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. Business/Regional Office ■ 5360 Workman Mill Road, Whittier, Califomia 90601 ■ (562) 699-0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 u (205) 599-9800 WWW . I CC-eS.O rg Regional Office w.4051 West Rossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2305 DIVISION: 03—CONCRETE Section: 03151—Concrete Anchoring REPORT HOLDER: HILTI, INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74114 (918) 252-6731 www.us.hilti.com HiltiTechEng &us.hilti.com EVALUATION SUBJECT: KWIK BOLT II AND POST NUT KWIK BOLT 3 CONCRETE ANCHORS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2000 International Building Code® (IBC) ■ 2000 International Residential Code® (IRC) ■. 1997 Uniform Building CodeTm (UBC) Properties evaluated: Structural 2.0 USES The Hilti Kwik Bolt II (KB II) and Post Nut Kwik Bolt 3 Concrete Anchors are used to resist static and transient seismic and wind tension and shear loads in uncracked, normal -weight and structural lightweight concrete and structural lightweight concrete over metal deck. The anchors. are an alternative to cast -in-place anchors described in Section 1923.1 of the UBC, and Section 1912 of the IBC. The anchor systems _may also be used where an engineered design is submitted in accordance with Section R301.1.2 of the IRC. 3.0 DESCRIPTION 3.1 Kwik Bolt II: Kwik Bolt II concrete anchors shall consist of a stud, wedge, nut and washer. The stud is manufactured of materials with minimum ultimate tensile strengths and minimum yield strengths as specified in the following table: MATERIAL NOMINAL ULTIMATE YIELD TYPE ANCHOR TENSILE STRENGTH, DIAMETERS' STRENGTH, MINIMUM (ksi) (Inch) MINIMUM (ksi) /4. 3/e. '/Z, 5/e 105 90 Carbon steel 3/4, 1 88 75 304 and 316 /4. 3/., 1/2 90 76 stainless steel 5/8, 3/41 1 176 64 For SI: 1 inch = 25.4 mm, 1 ksi = 6.895 MPa. The wedges for both the carbon steel and 304 stainless steel Kwik Bolt II shall be made of 304 stainless steel, while the wedges for the 316 stainless steel Kwik Bolt II shall be made of 316 stainless steel. The nuts and washers provided with the carbon steel Kwik Bolt II shall be carbon steel, while the nuts and washers provided with the 304 and 316 stainless steel Kwik Bolt II shall be, respectively, 304 and 316 stainless steel. All carbon steel components shall be zinc -plated. The stud is a carbon steel, 304 stainless steel or 316 stainless steel rod threaded at one end and having a tapered mandrel at the opposite end. The standard length of the thread area is approximately equal to or less than three times the Kwik Bolt II nominal diameter. As an alternate, the Kwik Bolt II may be provided in a long -thread version where the length of the thread area is greater than three times the Kwik Bolt II nominal diameter. When the product is provided in a long -thread version, the length of the thread area may be as long as the unthreaded anchor body length exclusive of the tapered mandrel area. The tapered mandrel is enclosed by a three -section wedge. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom. and supported by a collar at the top of the mandrel. When installed and subjected to torque, the wedge is forced against the wall of the hole to provide the anchorage. The anchors are illustrated in Figure 1. 3.2 Post Nut Kwik Bolt 3: The Post Nut Kwik Bolt 3 is similar to the Kwik Bolt II described in Section 3.1 and is made of either carbon steel or 304 stainless steel with material strengths as specified in Section 3.1. The Post Nut Kwik Bolt 3 studs are made of either carbon steel or 304 stainless steel and are provided, respectively, with carbon steel and 304 stainless steel post nuts, and with a 304 stainless steel wedge. The threaded end of the stud is fabricated to accept a threaded post nut with a nominal outside diameter equal to the nominal diameterof the stud. The post nut has a countersunk head configuration. The anchors are illustrated in Figure 2. 'Revised September 2005 �-$ 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, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. C)I um4a-ani-, Copyright© 2004 Page 1 of 7 Page 2 of 7 3.3 Concrete: Normal -weight and structural lightweight concrete shall conform to IBC and UBC Sections 1903 and 1905. 4.0 DESIGN AND INSTALLATION 4.1 Design: Allowable stress design tension and shear loads are as noted in Tables 3, 4, 5, 7 and 8 of this report. Allowable loads for Kwik Bolt II and Post Nut Kwik Bolt 3 anchors subjected to combined shear and tension loads are determined by the following equation: (pp')111 + ( V /Vf)5l3 5 1 where: P, = Applied service tension load (Ibf or N). P, = Allowable service tension load (Ibf or N). VS = Applied service shear load (Ibf or N). V, = Allowable service shear load (Ibf or N). 4.2 Installation: 4.2.1 Kwik Bolt II: Holes shall be drilled into the concrete using carbide -tipped masonry drill bits complying with ANSI 6212.15-1994. The nominal drill bit diameter shall be the same as that of the anchors. The drilled hole depth shall exceed the depth of anchor embedment by at least one anchor diameter, to permit overdriving of anchors and to provide a dust -free area. The anchor shall be hammered into the predrilled hole until at least six threads are below the concrete surface. The nut shall be tightened against the washer until the torque values specified in Table 1 of this report are attained. Minimum embedment depths, edge distance and spacing requirements are set forth in Tables 1 and 2 of this report. 4.2.2 Post Nut Kwik Bolt 3: Holes shall be drilled into the concrete using carbide -tipped masonry drill bits complying with ANSI B212.15-1994. The nominal drill bit diameter shall be the same as that of the anchors. The drilled hole depth shall exceed the depth of anchor embedment by at least one anchor diameter, to permit overdriving and to provide a dust - collection area. The anchor shall be tapped into the hole until the post -nut head touches the material to be fastened. The post nut shall then be loosened by two complete turns, and the anchor is again tapped until the post nut is again in contact with fastened material. The post nut is then hand - tightened with a screwdriver. Minimum embedment depths, edge distance and spacing requirements are set forth in Tables 1 and 2 of this report. 4.3 Special Inspection: Special inspection shall be provided in accordance with Section 1704 of the IBC for installations under the IBC or IRC, or Section 1701 of the UBC, when design loads are based on special inspection being provided during anchor installation, as set forth in Tables 3, 4, 5, 7 and 8. The code official shall receive a report, from an approved special inspector, that includes the following details: a. Anchor description, including the anchor product name, nominal anchor and bolt diameters, and anchor length. b. Hole description, including verification of drill bit compliance with ANSI B212.15-1994, hole depth, and cleanliness. c. Installation description, including verification of concrete compressive strength by ASTM C 42 methods, and verification of anchor installation and location (spacing and edge distance) in accordance with Hilti's published installation instructions and this report. ESR -1355 5.0 CONDITIONS OF USE The Kwik Bolt II and Post Nut Kwik Bolt 3 Concrete Anchors described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Anchor sizes, dimensions, and installation comply with this report and Hilti's published installation instructions. 5.2 Allowable tension and shear loads are as noted in Tables 3, 4, 5, 7 and 8 of this report. 5.3 Prior to installation, calculations and details demonstrating compliance with this report shall be submitted to the building official for approval. The calculations and details shall be prepared by a registered design professional where required by the statues of the jurisdiction in which the project is to be constructed. 5.4 The use of anchors is limited to installation in uncracked, normal -weight concrete, structural lightweight concrete, and structural sand lightweight concrete over steel deck. Cracking occurs when f, > f, due to service loads or deformations. 5.5 The anchors are permitted to resist seismic or wind loads, as noted in the tables, when using basic load combinations in accordance with IBC Section 1605.3.1.1 or UBC Section 1612.3.1. Allowable loads are not permitted to be increased for wind or earthquake loading. When using the alternative basic load combinations in IBC Section 1605.3.2 or UBC Section 1612.3.2 that include wind or seismic loads, the allowable shear and tension loads for anchors installed in normal -weight concrete are permitted to be increased by 33/3 percent. Alternatively, the alternative basic load combinations may be reduced by a factor of 0.75 when IBC Section 1605.3.2 is used. 5.6 Anchors are not permitted for use in conjunction with fire -resistance -rated construction. Exceptions would be: • Anchors resist wind or seismic loading only. • For other than wind or seismic loading, special consideration is given to fire exposure conditions. 5.7 Use of carbon steel Kwik Bolt II and Post Nut Kwik Bolt 3 anchors is limited to dry, interior locations. Stainless steel Kwik Bolt II and Post Nut Kwik Bolt 3 anchors are permitted in exterior exposure or damp environments. 5.8 Since an ICC -ES acceptance criteria for evaluating data to determine the performance of expansion anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under these conditions is beyond the scope of this report. 5.9 Special inspection is provided in accordance .with Section 4.3 of this report when required by Table 3, 4, 5, 7or8. 5.10 Anchors are manufactured for Hilti, Inc., at AMS, LLC, at 7400 East 42nd Place, Tulsa, Oklahoma, under a quality control program with inspections conducted by Underwriters Laboratories Inc. (AA -668). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for Expansion Anchors in Concrete and Masonry Elements (AC01), dated April 2002, including seismic tests as follows: a. Carbon and stainless steel KB II in normal -weight concrete. Page 3 of 7 ESR -1355 b. Carbon steel KB II in structural lightweight concrete indicate Hilti's name and address and the size and type of and structural sand lightweight concrete over steel . I anchor, the batch number, the name of the inspection agency deck. (Underwriters Laboratories Inc.) and the evaluation report 6.2 A quality control manual. number (ESR -1355). A length identification code letter is stamped on the threaded end of the bolt. See the length 7.0 IDENTIFICATION identification system in Table 6. The anchors shall be identified in the field by dimensional characteristics and packaging. The packaging label shall TABLE 1—INSTALLATION SPECIFICATIONS SETTING DETAILS 'I, Inch '/, Inch ANCHOR SIZE '/2 Inch 518 Inch '/4 Inch 1 Inch Drill bit size = anchor diameter (inches) 1/4 3/8 '/2 5/e 3/4 1 Depth of embedment (minimum/standard) (inches) 1'/a 2 1r/,—F-2%— 2'/4 3'/2. 2314 4 3'/4 43/4 47/2 6 Wedge clearance hole (inches) 51,8 7/1 6 9/19 ,a 3/16 11/e Anchor length (minimum/maximum) (inches) 1'/4 02 2'/8 7 23/4 7 3'/2 10 4'/2 12 6 12 Thread length std./extra thread length (inches) 3/4 1 3 '/8 4 1'/4 1 4 1'/2 4'/2 1'/2 4'/2 21/, 4'/2 Installation: Torques guide value' (ft -Ib) Stainless steel Carbon steel: Min. embedment Carbon steel: Std. embedment 4 4 7 20 20 25 30 30 45 75 75 95 150 150 225 200 200 325 Min. base material thickness (inches) Shear Tension. 3 or 1.3 ■ embedment depth, whichever is greater 33/8 3 'Installation torques are applicable for all anchor installations unless noted otherwise in this report. TABLE 2—ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS, NORMAL -WEIGHT CONCRETE'•3.3•'•5•e•' rui Qi. 1 II ui - zu.'1 r111I1, I.lul = 4.4J rc 'Details in this table and the footnotes apply to all anchors recognized in this report 'When using Cm„ for a load in shear, reduce the allowable load by 50 percent. 3W hen using C,,,,,, for a load in tension, reduce the allowable load by 20 percent. ' 'To determine S and C of anchors where actual embedments are between the listed embedments, use linear interpolation. 'To determine S and C of anchors where embedments are greater than the deepest embedment listed in this table, use the value for the deepest embedment listed. 'When using S„,,,, for a load in tension, reduce the allowable tension load by 30 percent. 'When using S,,;,,, for a load in shear, reduce the allowable shear load by 30 percent. DESCRIPTION - 'l, Inch '/e Inch ANCHOR SIZE '/2 Inch 518 Inch 'l, Inch 1 Inch Embedment: minimum/standard (inches) 11/8 2 15/8 21/2 21/4 31/2 23/4 4 3'/4 43/4 4'/2 6 S�, Spacing required to obtain maximum working load (inches) 21/4 4 31/4 5 41/2 7 51/2 8 6'/2 9'/2 9 12 S,, Minimum allowable spacing between anchors (inches) 1'/e 2 15/8 2'/2 2'/4 31/2 23/4 4 3'/4 43/4 41/2 6 C�, Edge distance required to obtain maximum working load (inches) Shear Tension. 33/8 13/4 33/8 3 47/8 2'/2 47/8 3314 63/4 33/8 63/4 5'/4 8'/4 4'/e 8'/4 6 93/4 4'/a 93/4 T/8 13'/2 6314 13% 9 C„„, Minimum allowable edge distance (inches) Shear Tension 13/4 1 13/4 2 21/2 15/8 21/2 2'l2 33/8 2'/4 33/8 3'/2 41/8 23/4 4'/B 4 4'/a 3'/4 4'/a 43/4 63/4 4'/2 63/4 6 rui Qi. 1 II ui - zu.'1 r111I1, I.lul = 4.4J rc 'Details in this table and the footnotes apply to all anchors recognized in this report 'When using Cm„ for a load in shear, reduce the allowable load by 50 percent. 3W hen using C,,,,,, for a load in tension, reduce the allowable load by 20 percent. ' 'To determine S and C of anchors where actual embedments are between the listed embedments, use linear interpolation. 'To determine S and C of anchors where embedments are greater than the deepest embedment listed in this table, use the value for the deepest embedment listed. 'When using S„,,,, for a load in tension, reduce the allowable tension load by 30 percent. 'When using S,,;,,, for a load in shear, reduce the allowable shear load by 30 percent. h. Page 4 of 7 ESR -1355 TABLE 3 -CARBON STEEL KWIK BOLT II ALLOWABLE TENSION AND SHEAR VALUES IN NORMAL -WEIGHT CONCRETE (in pounds)" ANCHOR DIAMETER (Inch) ANCHOR DEPTH (Inches) f, = 2,000 psi f, = 3,000 psi ' f, = 4,000 psi fc = 6,000 psi Tension Shear' Tension Shear Tension Shear Tension Shear With Sp. Insp. Without Sp. Insp. With Sp. In Without Sp. Insp. With Sp. Insp. Without Sp. Insp. With Sp.lnsp. Without Sp. Insp. 11/3 245 120, 400 300 150 400 350 175 .400 430 215 400 1/, 2 525 265 400 550 280 400 590 295 400 625 315 400 33/, 625 315 400 625 315 400 625 315 400 625 315 400 15/33 500 250 925 605 300 975 710 •355 1,025 800 400 1,025 3/e 21/2 1,125 565 1,100 1,210 605 1,100 1,290 645 1,100 1,450 725 1,100 04 1,190 595 1,100 1,235 6151,100 1,285 .640 1,100 1,450 725 1,100 24/43 860 430 1,810 960 480 1,840 1,065 530 1,840 1,625 815 1,840 '/2 31/2 1,750 875 1,840 2,000 1,000 1,840 2,250 1,125 1,840 2,625. 1,315 1,840 6 1,950 975 1,840 2,165 1,080 .1,840 2,375 1,190 1,840 2,265 1,315 1,840 23/,3 1,425 710 1 2,875 1,685 845 1 2,875 1,950 975 2,875 2,500 1,250 2,875 5/e 4 2,180 1,125 3,125 2,670 1,335 3,125 3,090 1,545 3,125 3,925 1,965 3,125 7 3,000 1,500 3,125 3,250 1,625 3,125 3,500 1,750 3,125 3,925 1,965 3,125 1,850 925 3,875 2,175 1,090 3,875 2,500 1,250 3,875 3,000 1,500 3,875 2,750 11375 4,225 3,625 1 1,940 4,225 4,500 2,250 4,225 5,060 2,530 4,225 8 3,750 1,875 4,225 4,625 2,315 4,225 5,500 2,750 4,225 5,925 2,965 4,225 41/23 2,930 1,465 6,625 3,650 1,825 7,125 4,375 2,190 7,625 4,360 2,180 8,625 1 6 3,990 1,995 8,625 5,310 2,655 8,625 6,625 3,315 1 8,625 1 7,875 3,940 8,625 9 6,040 3,020 8,625 7,050 3,525 8,625 8,055 4,025 1 8,625 1 10,000 .5,000 8,625 'Table 2 describes spacing and edge distance requirements. 2Except as noted in footnote 3, allowable loads may be adjusted in accordance with Section 5.5 of this report due to wind or seismic loads. 3Only the long -threaded style KB II anchor installed at this embedment depth is permitted to be used to resist shear due to wind or seismic forces. Long threaded style KB II anchors have a thread length greater than three bolt diameters. Page 5 of 7 ESR -1355 TABLE 4 -STAINLESS STEEL KWIK BOLT II ALLOWABLE TENSION AND SHEAR VALUES IN NORMAL -WEIGHT CONCRETE (in pounds)" ANCHOR DIAMETER (Inch) ANCHOR DEPTH (Inches) P, = 2,000 psi P, = 3,000 psi P4 = 4,000 psi P, = 6,000 psi Tension Shear Tension Shear Tension Shear Tension Shear With Sp. Insp. Without, Sp. Insp. With Sp. Insp. Without Sp. Insp. With Sp. Insp. Without Sp. Insp. With Sp. Insp. Without Sp. Insp. 1'/3 170 85 525 230 115 540 245 120 550 350 175 550 '/4 2 ' 425 210 550 500 250 550 500 250 550 •520 260 550 3314 520 260 550. 520 260 550 520 260 550 520 260 550 v/B3 400 200 825 460 230 950 515 260 1,075 625 315 1,150 3/8 2'/2 875 440 1,250 1,025 515 1,250 1,175 590 1,250 1,350 675 1,250 41/4 1,000 500 1,250 1,145 625 1,250 1,350 675 1,250 1,350 675 1,250 214 3 800 400 1,700 1,000 500 1,740 1,200 600 1,775 1,250 625 2,085 1/2 3'/2 1,250 625 2,085 1,625, 815 2,085 2,000 1,000 2,085 2,2501,125 2,085 6 1,375 690 2,085 1,765 880 2,085 2,150 1,075 2,085 2,550 1,275 2,085 23/43 1,020 510 2,625 1,250 625 2,875 1,475 735 3,125 1,800 900 3,125 5/8 4 ' 1,730 865 3,125 2,220 1.110 3,125 2,715 1,355 3,125 3,000 1,500 3,125 7 2,250 1,125 3,125 2,825 1.415 3,125 3,425 1 1,715 3,125 3,425 1,715 3,125 3'/41 1,450 725 2,700 1,825 915 3,100 2,200 1,100 3,500 21450 1,225 4,500 3/4 43/4 2,350 1,175 4,255 2,990 1.495 4,365 3,625 1,815 4,500 4,375 2',190 4,500 8 2,750 1,375 4,500 3,500 1.815 4,500 4,250 2,125 4,500 4,800 2,400 4,500 41/23 2,300 1,150 5,700 2,850 1.425 6,350 3,400 1,700 7,000 4,500 2,250 7,000 1 6 3,740 1,870 7,000 4,930 2.465 7,000 6,120 3,060 7,000 6,875 3,440 7,000 9 5,250 2,625 1 7,000 7,075 3.540 7,000 8,800 4,400 7,000 8,800 4,400 7,000 I vl vI. I IVI III - GJ IIII , I FIJI - - I-, I I . - -0 IV. 'Table 2 describes spacing and edge distance requirements. 2Except as noted in footnote 3, allowable loads may be adjusted in accordance with Section 5.5 of this report due to wind or seismic forces. 'Anchors installed at this embedment depth shall not be used to resist shear due to wind or seismic forces. 0 Page 6 of 7 ESR -1355 TABLE 5–KWIK BOLT II CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES IN STRUCTURAL LIGHTWEIGHT CONCRETE (in pounds)'-' ANCHOR EMBEDMENT TORQUE SHEAR TENSION TENSION TENSION TENSION SIZE (Inch) DEPTH (inches) (ft -Ib) (lbs.) (lbs.) WITH (lbs.) WITHOUT (Ibs.) WITH (lbs.) WITHOUT 8 1'/e 10 11 12 13 14 15 16 17 SPECIAL SPECIAL SPECIAL SPECIAL '/8 carbon steel 1 1% 1 605 300 700 INSPECTION' INSPECTION INSPECTION' INSPECTION P, i 2,000 psi P, = 2,000 psi P, = 4,000 psi 11/8 4 4008 210 105 360 180 4 5 5 K 6 6 s 7 7 8 8 x 10 11 12 13 14 16 16 17 18 18 2 5 400 300 150 450 225 15/8 15 7558 380 190 625 310 3/B 21/2 15 1,100 630 315 975 485 21/4 25 1,3708 685 340 1,100 550 '/2 31/2 30 1,840 1,000 500 1,600 800 23/4 65 2,4808 1,110 555 1,575 785 s/ e � 4 75 3,125 1,650 825 2,300 1,150 3'/4 135 3,1708 1,545 770 2,200 1,100 d 43/4 150 4,135 2,200 1,100 3,250 1,625 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 ft -Ib - 1.356 Nm, 1 psi = 6.9 kPa.. 'The tabulated tension and shear values are for anchors installed in structural lightweight concrete having the indicated compressive strength at the time of installation. Concrete aggregate shall comply with ASTM C 330-85 or ASTM C 332-83. 'Except as described in footnote 6, allowable values or applied loads may be adjusted in accordance with Section 5.5 of this report for short-term loading due to wind or seismic forces. 3S pacing and edge distances noted in Table 2 shall be increased by 33'/3 percent. 'These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 4.3 of this report. 'These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 4.3 of this report. 'Anchors installed at this embedment depth shall not be used to resist shear due to wind or seismic forces. TABLE 6—LENGTH IDENTIFICATION SYSTEM STAMP ON ANCHOR A B C D E F G H I J K L M N O P Q R S T U V W X Y Z From 1'/2 2' 2,r 3 3s 4 4K 5 5, 6 .6� 7 7K 8 1'/e 10 11 12 13 14 15 16 17 18 Lengthof 305 155 470 '/8 carbon steel 1 1% 1 605 300 700 3/8 stainless steel 1 1% 1 460 230 1,250 anchor Up to t,9%,9s (inches) but not 2 2s 3 3 4 4 5 5 K 6 6 s 7 7 8 8 x 10 11 12 13 14 16 16 17 18 18 including TABLE 7—POST NUT KB 3 ALLOWABLE TENSION AND SHEAR VALUES IN NORMAL -WEIGHT CONCRETE (in pounds)'' For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the indicated compressive strength at the time of installation. 'Use of the anchors in resisting wind or seismic forces is beyond the scope of this report. 3These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 4.3 of this report. 'These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 4.3 of this report. P4 = 3,000 psi ANCHOR DIAMETER MINIMUM Tension (Inches)/MATERIAL EMBEDMENT DEPTH Shear With Special Inspection' Without Special Inspection° V4 carbon steel 1'/e 310 155 330 V. stainless steel 11/8 305 155 470 '/8 carbon steel 1 1% 1 605 300 700 3/8 stainless steel 1 1% 1 460 230 1,250 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the indicated compressive strength at the time of installation. 'Use of the anchors in resisting wind or seismic forces is beyond the scope of this report. 3These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 4.3 of this report. 'These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 4.3 of this report. Page 7 of 7 ESR -1355 TABLE 8—KWIK BOLT II CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES IN STRUCTURAL LIGHTWEIGHT CONCRETE OVER METAL PROFILE DECK (In pounds) 1.2.1.4 ANCHOR DIAMETER (Inch) EMBEDMENT DEPTH (Inches) IF, = 3,000 psi nd Tension (p ous ) With Special Inspection Without Special Inspection Shear (pounds) 1/4 21/4 560 280 490 3/a 21/4 790 395 1,000 1 /2 21/4 1 880 440 1,000 14 41/4 1,675 835 2,575 ' 'The tabulated tension and shear values are for anchors installed in sand—lightweight concrete over metal deck with a minimum compressive strength of 3,006 psi concrete strength at the time of installation. Refer to Figure 3 for minimum dimensions of the composite deck. Concrete aggregate shall comply with ASTM C 330 and ASTM C 332. .'Space and edge distances noted in Table 2 shall be increased by 331/3 percent. When anchors are installed in the ridge, the minimum distance measured from the center of the bolt to the edge of the ridge is 2% inches. 'Allowable loads may be adjusted in accordance with Section 5.5 of this report due to wind or seismic forces. 4Anchors are permitted,to be installed in the upper or lower flutes of the composite steel-deck/concrete-fill assembly. KWIK BOLT II CONCRETE EXPANSION ANCHOR KJf i3+ssd kn A-4— n..t 9y{� 6 . �• Tr iglt °a pxrlsd ��W I L O fi;ut>?a 5iee�s 4 ' FIGURE 1 COUNTERSUNK MVIR BOLT 3 CONCRETE EXPANSION ANCHOR Awucd Ol..i•t Tetwor" ' TPrs►1r 11ad.v1 Arse 4 d ' t, d4mor. Sri -t .Tripto Sopma sd Pest Nut Esm.wim Slrn►• :d AIN, 3 1/4� MA. " 4 4• .4 * MIN. 4 3/. 4" MIN. PPER FLUTE FIGURE 2 UGHfWEIGHT CONCRETE DECK \�\_;NOj�O GAUGE DECK LOWER FLUEJ FLUTE EDGE FIGURE 3—PROFILE OF SAND -LIGHTWEIGHT CONCRETE OVER METAL DECK 12' _--i Em I- 1 3/4' _ TYP 0 0 v m ~ 12 1/2' 11 U2' .'. 0 cm cn + 12 1/2' +- 12, 1 `, fi MATERIALS 109' � CONCAEM "o 35• 9' OVERLAP RMIMRCiNG WA B1C WrAL DESCRIPTION 7& Roll 10 CA srxl urf4m �--- 110' --� p 4[0 a U >f z -r J4 MM 2 NA i 1W I Zr 14 5 �— 6p -- R-0-11 ELEVATION VIEW QUA. SAN DIEGO PRECAST=K. �'� GENERATOR PAD REBAR DIAGRAM BCGs 40 IKA JOB 1403 is A MPGA CBRTIF® PLANT CUSTOMER NAME: BAY CITY ELECTRIC; INC. DATE CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION oA v��6�� a v CIDA 0 CL- cwp 0 DETAIL A 0 �i QUMtffY. � 1,403 1140 EA. BOGS I/2` DRAFT SUPPLIED BY QTHER -1 1 1/2' TYP 1 I/2• � ' TYP SUPPLIED BY QTHER: SEE REBAR DIAGRAM FUR REINFORCM9 SAN DMGO PRECAST TPI`i.E: GENERATOR SLABS IS A NPCA CER'I'UM PLANT CgSTOMER NAME. HAY CITY ■ MATERIALS CONCMM CY = 1.03 SST= 4124 LBS. COIAR: NATURAL GRAY PSI = 5.000 MIX DESIGN: TBD MUSH= FORM WABK I ' RAG DS9CBIPQQN 2 70S SWRT UFT O 2 BA I APPROVAL DATE I i A403 'CITY OF LAQUINTA BUILDING.& SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE. _ BY