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10-1284 (SOTB)54005 Madison St 10-1284 P.O. BOX 1504 /8-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 c&ht . 4 a(PR" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: -_10-0000.1284-- Owner: Property Address: 54005 MADISON ST CITY OF LA QUINTA APN. 775-100-004- - - P O BOX 1504 Application description: STRUCTURES OTHER THAN BUILDINGS LA QUINTA, CA 92253 Property Zoning:. MAJOR COMMUNITY FACILITY Application valuation: , 10000 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/02/10 Contractor: O d Applicant: Architect or Engineer: MOTIVE ENERGY 125 E. COMMERICAL STREET ANAHEIM, CA .92801 02 2010 (714)888-2525 1 Lic. No.: 879673 CITY'Of LA QUINTA FtIVr?„E DEPT. - --------------------=--------------------------------------------------------------------------- .LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty ot perjury that I am licensed under provisions of Chapter 9 (commencing_ with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: B -C10 'cense No.: 879673 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 7 l ate: /G ? ntractor: 1 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 OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier ADV RISK _ Policy Number 296566 ' following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, l shall not employ any construct, alter, improve, demolish, or repair any structure, prior -to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or,she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor Code, I shall forthwith c y with those provisions. 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).: Date: pplicant: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and +1 - the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND • and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000)• IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.. one year of completion, the owner -builder will have the burden ofproving that he or she did not build or improve for the purpose of sale.). (_ 1 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 a pursuant to the Contractors' State License Law.). , I—) 1 am exempt under Sec. , BAP.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: Lender's Address: LQPERMIT 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 Ouinta, its officers, agents and employees for any act or omission related to the work being performed under orfollowing 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 that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives oI s county ytt oveXuponabove-mentioned property for inspection purposessDate:/ L`ypplicant or Agent): I Application Number . . . . 10-00001284 Permit BUILDING PERMIT Additional desc . Permit Fee .. . . 117.00 Plan Check -Fee 76.05 Issue Date . . . . Valuation 10000 Expiration -Date 5/30/11 Qty Unit Charge Per Extension BASE FEE 45.00 8.00 9.0000 THOU BLDG 2,001-25,000 72:00 Permit .. ELEC-MISCELLANEOUS Additional desc . Permit Fee 30.00 Plan Check'Fee 7.50 Issue Date Valuation 0 Expiration Date.. 5/30/11 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 15.0000 EA ELEC PWR APP >10 TO <=50 15.'00 Special Notes and Comments VERIZON CELL SITE BACKUP GENERATOR - SEE PERMIT NUMBER 09-1122 FOR ADDITIONAL INFORMATION. 2007/2008 CALIFORNIA BUILDING CODES. December 1, 2010.12':27:40 PM AORTEGA -------------------_------------------------------------------- Other Fees . . . . BLDG STDS ADMIN (SB1473) 1..00 ENERGY REVIEW FEE 7.61, STRONG MOTION (SMI) - COM 2.10 -Fee summary. Charged Paid Credited Due -- - - - - - - - - - - - - - ------ - - - - - - --------- Permit Fee Total 147.00 .00 .00 147. 0'0 Plan Check Total 83.55 .00 AO .83_55 Other Fee Total 10.71 .00 .00 10.71 Grand Total 241.26 .00 .00 241.26 LQPERMIT - Bin # City Of La Quints Bin7ding 8T Safety Division Permit # P.O. Boz 1504, 78-495 Caffe Tampico La Qldnta, CA 92253 - (760) 777-7012 Id' 2 •4 5' Building Permit Application and Tracking Sheet Project Address: Owner's Name: A A. P. Number _22,51 Legal Desaip6on: C % lrl, iev City, ST, zip: 44 .t.Te7 C,I? 9 Z z- 3 Contractor. P/1G, . 'c' -TA L / A. a Telephone: Address: 73 C G fit? /t 57B Project Description: city• ST, tip gilt/ e /ter Telephone: '71 State Lie. #: g %a 3 City Lie. M Artfi., F+t' Igr., Designer City, ST, Zip. 09A yg' Telephone: / y Z$g_ 10t Construction Type: Occupancy. State Lit;. #:. 5 Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: ' b /dl! Sq. Ft: # Stotibs: #Units: Telephone # of ContactPerson: 7/5( 3,f/ -6 z S Es ; value of Project 000 "9,0 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Pian Set Req'd Recd TRACIMG Plan Cheek submitted PERMIT FEES Item Amoant Structural Cal t Reviewed, ready for corrections Plan Check Deposit ^ Truss Cala. Called Contact Person Plan Check Balance Title 24 Cala. Plans picked up Construction f. Flood plain plan - Plans resubmitted mechanical — Grading plan 2'! Review, ready for corrections/issue Electrical VD .0, Subeontaetor List Called Contact Penna Plumbing Grant Deed Plans picked ap S.M.L H.O.A. Approval Plans resubmitted Grading . QV HOUSE:- Review, ready for correctionstimuc Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue . I - r [ School Fees i Total Permit Fees it12s,Z00 - y(1? 7 . --4 s&K '10 Y&.%AC IM&.6,.La - - - /a Q This Material Sent for: Y. t YOUNG ENGINEERING SERVICES, ' w v l rr r c 71-:780•San Jacinto Dr>'Ste. E2; Rancho Mirage;,'Ca. 92270 ph. (760 834-8860 fax 760 934-$8161' ® Letter of Transmittal cti Your Review ❑ To: c: City of La Quinta Today's Date: 11-30-10 Checking 78-495 Calle Tampico City Due Date: 11-30-10 s Other: ❑ La Quinta, CA 92253 Project Address: 54-005 Madison Attn: Phillip Plan Check #: 10-1284 Submittal: ® 1St ❑ -4 th By: ❑ 2nd ❑ 5th " ❑ 3`d ❑ Other. ® We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: # Of Descriptions: Includes: # Of Descriptions: ❑ Copies: Copies: ❑ Structural Plans ❑ Revised Structural Plans. , ® 1 Structural Calculations ❑ Revised Struct. Calcs and Details ❑ Truss Calculations ❑ Revised Truss ❑ Soils Report ❑ Revised Soils Report ❑ Structural Comment List ❑, - Approved Structural Plans ❑ Redlined Structural Plans O Approved Structural Calcs ❑ Redlined Structural Calcs ❑ Approved Truss Calcs ❑ Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports ® 1 Other: SD030 Generac Comments: Structural content is approvable. This Material Sent for: ❑ Your Files ® Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: John W. Thompson " Rancho Mirage Office: ® (760) 834-8860 Other. ❑ ti SHUCRI "CHUCK" I. YAGHI Consulting Engineers: Residential & Commercial 112 E. Chapman Ave, Suite D, Orange;CA 92866 TEL: 714/997-9120 FAX: 714/744-3676 STRU DESIGNED BY: , JOB NUMBER:. DATE: • ,f - T WLYc1Q.F' "VTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION PROJECT: /. t<t J✓C5. A CLIENT: BUILDING CODE:: INTERNATIONAL BUILDING..CODE 2006 EDITION,C.B.C. 2007 EDITION&:.. L.A.0:CODE: LATEST EDITION MATERIALS. Ekcept as otherwise specrfied,herein: eFta N7 Concrete 2 500 RSI at 28 days Cb6&ir to Block Grade S Light Weight .Units ASTM C.90 Brick Masonry Grade MW, 2,500 PSI .Units, ASTM -62 a C 43 5 Reinforced ;Steel 20;000 PSI (ASTM A6.15, Grade'40) EXp•3 f2 Structural. Steel 24,000 *PSI (Goni.pacty (ASTM A572 Grade 50) Structural`Pipe 22 600 PSI (ASTM A=53) h. Plywood S eathmg.. D FP A , Structural II, INTR , P.S:1=9S. rCA tFnGlu-Laminated Beams 2 400,.PS1 (D F:.- Larch Comb."A'' or Comb. Lumber Grade Marked D.F.-Larch, W.0:L:B: PSL 2.0 E Soils Bearing Pressure .1.500 FSF min. unless specified in soil DATE SIGNED: DI-SIGN:REFE:R.ENCE: (Including'Charts&Tablesfrom): Lumber & Timber Wood Structural Design Data (Volumel ) National Lumber Manufacturers Associ Steel Manual of Steel Construction, AISC Concrete Reinforced Concrete .Design Handbook, ACI: Ultimate Strength Design Handboo CI Nov Concrete Block & Masonry Design Manual, by Mason Determination of highest SDC within a ZIP code area (Per 2007 CBC12006 IBC) •; Contact Suresh Acharya, S.E. with,any question, suggestion.orbug report at: sacharya(o,ci.concord.ca.us '. Input Data: Enter Zip Code Y5 W+" K922531 <<Must be within the State of California Select Site Class Select Occupancy Category= t7 « ra From CBC Table 1613:5.2. Assume D if no soils data, unless E or F could apply << From CBC II . Table 1604.5 (Category 11 for ordinary structure) Max S s = 1.515 g << From table, see below Max S, = 0.600 g << From table, see below Site Coeff., Fa = 1.00 << From CBC Table 1613.5.3(1) Site Coeff, F, = 1.50 << From CBC'Table 1613.5.3(2) SMs=Fa.*S5= 1.515 g SM,=F„*S,= 0.900 g S Ds = 2/3*S Ms = 1.010 g SDI = 2/3*SM, _ 0.600 g " ' SDC based on SDs = D << From CBC Table.1613.5.6(1), SDC based on S D, = D << From CBC Table 1613.5:6(2) SDC per CBC 1613.5.6= !N/A << SDC='E' if S, >='O. 75g (Note: SDC='F' if Occ. Category is IV) Use.- SDC= D << Use highest SDC of above'three (This is the highest SDC within the ZIP code area) r f x t ASCE 7-05 (IBC 2006) WIND: BUILDING DATA: Basic wind speed (3 sec gust) = 90 "MPH Exposure Ic Roof Pitch = • 0.00 :12 Roof Mean Roof Height h = 10,ft End one Importance factor 1„, = 1.00 T-6-1 6.4 MOTHOD 1- SIMPLIFIED'PROCEDURE (LOW-RISE, 60 FT) Angle Height Adjustment factor A.= 1.21 Fig 6-2 Mean root height exceeding the least horizontal. dimension, MWFRS shall be designed by Method 2 or 3 -12.95G -8.23H -12.95G -8.23H -18.63E-10.65F -18.63E-10.65F t 1 -12.95 -8.23 -4.84D on itudinal All 15.488 -8.107 10.285 1 -4.84 -18.634 -10.648 ._ 1 -26.136 1 -20.449 8.116 = 0.0 10.29C 10.29C i H =10.0 15.49A Alt forces shown in psf I 10 15.49A I I -4 l� = 0 Jam= 0 f TRANSVERSE ELEV. LONGITUDINAL ELEV. 15.4 2a= 6.Off 10 % of least dimension= 0.0 ft 0.31 kips 40 % of the eave height = 4:0 It " 0 ft b.31 k #DIV/o! 4 % of least dimension or 3 ft= 3.0 ft 10.29C #DIV/0! therefore a= 3.0 ft Example: ps = A Knlps30 (6 1) All forces shown in p�H 6.0�7 Krt = 1.00 6.5.7 horizontal load at end zone ps30 = 12:8 Fig 6-2 x 10.29C 5.49A Height Adjustment factor A = 1.21 Fig 6-2 PLAN VIEW Importance factorlw = 1.00 x 6.2 FIGURE 6.2, Main Wind Force System 15.49psf MWFRS Plus and minus signs signify pressures acting toward and away from projected surfaces, respectively. . For the design of the longitudinal MWFRS use 6 = 0°, and locate the zone E/F, G/H boundary "at the mid -length of the building FIGURE 6-3, COMPONENT AND CLADDING Roof effective area = 0 sq. ft, B= 0.0' Effective Area for wall element = 0 Sq. ft Interior Zone 1 = 7.14 -17.67 psf Wall, Interior Zone 4 = 17.67 -19.12 psf End Zone 2 = 7.14 -29.52 psf End Zone 5 = 17.67 -23.60 psf Conner Zone 3 = 7.14 -44.53 psf Roof Overhang effective area = 0 sq. ft Interior Zone 2 = -25.41 psf End Zone 3 = -41.87 psf IBC 1605.2.1(LRFD) U = 0.9D + 1.6W IBC 1505.3.1(ASD), U = 06D + W, increase in allowable shall not be used IBC 1605.3.2(ASD), U = D + 1.3 W, allowable stress are permit to be increased. 6.5 METHOD 2- ANALYTICAL PROCEDURE 6.5.12. Design Wind Loads on Enclosed and Partially Enclosed Buildings. (all Heights) MWFRS Velocity pressure qz= .00256 K= Kn Kd V2 Iw (6-15) Exposure C Roof Height h = 10 feet Exposure coefficient Kz = Section 6.5.6.6, is obtained from Table 6-3, Case 2 for MWFRS Topography factor Kr = 1.00 6.5.7.2, Figure 6-2 Directionality factor Kd = 0.85 Table 6-4 Wind Speed V = 90 mph Importance factor Iw = 1.00 Table 6-1 qz = 17.63 K= psf . Internal Pressure Coefficient (GCp;) = t 0.55 Figure 6-5 for 'ta rally Enclosed Gust effect factor G = 0.85 6:5.8.1 Horizontal Loads Vertical Loads Load Roof End Zone Interior zone End one Interior zone I Overhand Direction Angle Wall (A) Roof (B) Wall (C) Roof (D) WW (E) LW (F) WW (G) LW (H) I EOH J Got. , ransverse 0.0 , 15.49 -8.11 10.29 1 -4.84 -18.63 -10.65 1 -12.95 -8.23 26.14 1 -20.45 on itudinal All 15.488 -8.107 10.285 1 -4.84 -18.634 -10.648 1 -12.947 -8.228 1 -26.136 1 -20.449 If roof pressure under horizontal loads is less than cern usa Tern Plus and minus signs signify pressures acting toward and away from projected surfaces, respectively. . For the design of the longitudinal MWFRS use 6 = 0°, and locate the zone E/F, G/H boundary "at the mid -length of the building FIGURE 6-3, COMPONENT AND CLADDING Roof effective area = 0 sq. ft, B= 0.0' Effective Area for wall element = 0 Sq. ft Interior Zone 1 = 7.14 -17.67 psf Wall, Interior Zone 4 = 17.67 -19.12 psf End Zone 2 = 7.14 -29.52 psf End Zone 5 = 17.67 -23.60 psf Conner Zone 3 = 7.14 -44.53 psf Roof Overhang effective area = 0 sq. ft Interior Zone 2 = -25.41 psf End Zone 3 = -41.87 psf IBC 1605.2.1(LRFD) U = 0.9D + 1.6W IBC 1505.3.1(ASD), U = 06D + W, increase in allowable shall not be used IBC 1605.3.2(ASD), U = D + 1.3 W, allowable stress are permit to be increased. 6.5 METHOD 2- ANALYTICAL PROCEDURE 6.5.12. Design Wind Loads on Enclosed and Partially Enclosed Buildings. (all Heights) MWFRS Velocity pressure qz= .00256 K= Kn Kd V2 Iw (6-15) Exposure C Roof Height h = 10 feet Exposure coefficient Kz = Section 6.5.6.6, is obtained from Table 6-3, Case 2 for MWFRS Topography factor Kr = 1.00 6.5.7.2, Figure 6-2 Directionality factor Kd = 0.85 Table 6-4 Wind Speed V = 90 mph Importance factor Iw = 1.00 Table 6-1 qz = 17.63 K= psf . Internal Pressure Coefficient (GCp;) = t 0.55 Figure 6-5 for 'ta rally Enclosed Gust effect factor G = 0.85 6:5.8.1 Pressures for MWFRS p = gGCp - q; (Gr -p,) (6-17) Wall.and Roof External pressure Coefficients Cp from fig. 6-6 or 6-8 Wind Normal to Ridge (-L to 0) UB = #DIV/0! h/L = 10/0 = #DIV/0! 8='0.0 Windward wall Cp = 0.8 Windward roof CP = Leeward wall Cp = #DIV/0! for UB = #DIV/0! Leeward roof Cp = Side wall Cp = -0.7 or Roof Cp = #DIV/0! ' #DIV/0! #DIV/O! #DIV/0! Wind Parallel to Ridge (-L to 0) UB = .#DIV/0! Windward wall Cp = 0.8 h/L = 10/0 =; #DIV/0! Leeward wall Cp = #DIV/0! for UB = #DIV/O! Roof Cp = #DIV/0! #DIV/0! #DIV/0! #DIV/0! Side wall Cp = -0.7 for dist 5.0 10.0 #DIV/0! #DIV/0! =0.0 . q *- 8.23 GCp; _ ± 0.55 . r..,. q (GCp) _ *- 1'4.96(0.55) + #DIV/01 IV/0! _± 8.23 # IV/0! #DIV/0! All forces shown in psf All forces shown in ps/ #DIV/0! #D ro! # IV/0! #DIV/l)! ' = o - U l p = gGCp - q (GCpI) Eq. 6-15 For Exp C where, q = q, for windward zg = 900 = 9.5 q = qh for leeward wall, side wall and roof @10 ft ' K, = 2.01(z/z9)v q; = qh for enclosed building @10 ftK= (min) = 2.01(15/za)v Roof Ht, h = 10 1ft Normal to Ridge L to 0 Parallel to ridge L 1 to 0 Height Kh I qh Cp ghGC Cp ghGC Leeward wall all 0.8491 14.96 #DIV/0! - #DIV/01 #DIV/0! #DIV/0! Side wall all 0.849 14.96 -0.7 -8.90 -0.70 -8.90 Roof ww Or #DIV/0! #DIV/0! #DIVro! #DIV/0! #DIV/01 fro -5.0 Lw #DIV/0! #DIV/0! #DIVro! #DIV/0! #DIV/0! fr>5.0 #DIV/0! #DIV/0! kDIV/0! #DIV/O! #DIV/0! #DIV/01 #DIV/0! #DIV/0! #DIV/0! #DIV/01 I #DIV/O! , #DIV/0!' Wind Normal to Ridge. Wind Parallel t0 Ridge z, HL (ft) K: q. Cp . p =%GCp ww+LW Cp P o%GCp WW.LW Windward wall 0 to 15 0.849 14.96 0.8 10.17 #DIV/0! 0.80 10.17 #DIV/0! 15.0 0.849 14.96 0.8 10.17 #DIV/0! 0.80 10.17 #DIV/01 20.0 0.902 15.90 0.8 10.81 #DIV/0! 0.80 ' . 10.81 #DIV/01 25.0 0.945 '16.66 0.8 11.33 #DIV/0! 0.80 11.33 ' #DIV/01 r 6.5.12.2.2 Low -Rise Building Velocity pressure q== .00256 KZ Kn Ka V2 Iw (6-15) Kn = 1.00 • Ka = 0.85 V = 90 Iw = 1.00 at mean roof high h = 10 Kh = 0.85 Exp = C T-6-3 Roof angle B = 0.0 P = gh[(GCpf) - (GCp)) (6-18) + qh = 14.98 Internal Pressure Coef (GCp;) = ± 0.55 Partially Enclosed Figure 6-5 2a = 6.0 ft Figure 6-10 MWFRS Method 2 Load • Buildin Su Lace Direction 1 2 3 4 5 6 1E 2E 3E 4E Trans GC , 0.40 -0.69 -0.37 -0.29 -0.45 -0.45 0.61 71.07 -0.53 -0.43 Long GCP1 0.40 -0.69 -0.37 -0.29 • -0.45 -0.45 0.61 -1.07 -0.53 -0.43 Trans gh(GC , + Gcpi) 14.23 -2.10 2.70 3.90 1.501 1.50 17.38 -7.79 0.30 1.80 gh(GC , - Gcpi) -2.25 -18.58 -13.78 -12.58 -14.981 14.98 0.90 -24.27 -16.18 -14.68 Long gh(GCP, + G ;) 14.23 -2.10 2.70 3.90 1.50 1.50 17.38 -7.79 - 0.30 1.80 gh(GC , - Gcpi) -2.25 -18.58 -13.78 -12.58 -14.98 -14.98 0.90 , -24.27 -16.18 -14.68 1 6.5.12.4COMPONENTS AND CLADDING 6.5.12.4.1 Low-rise building and building with h 5 60ft Velocity pressure qz = .00256 K= K,, Kd V2 Iw (6-15) K,, = 1.00 Kd = 0.85 V = 90 Iw.= 1.00 q: = . •17.63 K= , at mean roof high h = 10.0 ft OK Kh = 0.85 Exp = C y , velocity at mean roof height, q;,= 14.98 P = gh(GCp - GCpj) (6-22) External pressure, + GCp 1 - GCp= -i.1 Figure 6.11 through 6-16 Internal pressure, Gpi = 0.55 Partially Enclosed Figure 6-5 R p = 14.9811 - (t0.55)] psf 14.98[-1.1 - (t0.55)] psf p = 23.22 psf psf -24.72 psf, psf. H 0 NOTANK Q 8 r '12 24 O 36, 0 48 L W O 72 O 96 75 9 - v 36 8 39 4 1525 759: 368 j 524,. 2080 ,x " ,. 36 8 . w 52 4 2080 L 75 9 36 8I; E.52:k 2080 ¢ M 75 9, 36 8', ,; 64 4...i x 2340 f +79 75'9:?`. 5 of . ' -WEATHERPROOF ENCLOSURE y II • , 1 O NOTANk - H O 8 0 12 e O 24 0 36 0 48• .. ,L O 72 L. 0 ' 96 W' LEVEl15 " - OUNDEN[LOSURE ? ' L W H WT dBA• ONO TANK O . g H .. 0 12 0 24 136 0 48 0 72 0 96 1117'; 36 8 , 39 4 ' 2147 . Sg x - n 11176 368;v vP524_?Ir 2627 111.7 F,i 36 8 ; `t „ 52 4 ., `i PR. 2627 93 8 , 36 8 64 9 2960 111 7=., 36 8 : '; 52 4 ;id 2627 111 7 `s 36 8 64 4 :' J 2887 1117.:: 1 36 8 ''76 4 :; 3097 93 8 36 v. W LEVEL 2 SOUND ENCLOSURE • L W H WT dBA• -FIE 0 NO TANK O2 H O 136 48 O { 72 0 96 Y- t e; ; 93 8 " 36 8 ;4:; 64 9 .f 2960 is 93 8 , 36 8 64 9 2960 1 ,' 93 8 36 93 8 ; 36 8 76 9 ..' 3010 0 r 93 8> 36 8 88.9 *All measurements are approximate and for estimation purposes only. • Weights are without fuel in tank. Sound levels measured at 23ft (7m). Does L W not account for ambient site conditions. r Tank Options O MDEQ_ a z OPT 0LFL da GERM/DEP aEMBER M OFT. ikR O Chicago Fire Code _ OPT O ULC CAL t Other Custom Options Available from your Generac Industrial Power Dealer YOUR FACTORY RECOGNIZED GENERAC INDUSTRIAL DEALER Specification characteristics may change w IhaN notice. Dimensionsand weights are for preliminary purposes only. Please consult a Generac Power Systems Industrial Dealer for detailed installation drawings. Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com G2009 Generac Power Systems. Inc. All rights reserved. All specifications are subject to change without notice. Bulletin 0184440SBY rev A (Primed in U.S.A. 10/22/09 OD5365G 27 .1561 110 57D 14.3 X 25.4 SLOT 299. (ELECTRICAL STUP TYP TYP TOP & BOTTOM UP AREA -REMOVABLE STUB -UP <16) TOTAL AREA END PLATE NOT SHOWN) FUEL'SUPPLY 3'NPT PRIMARY. CONTAINMENT W/ CHECK VALVE 1 1/4'NPT EMERGENCY VENT AND FUSIBLE LINK PIPE PLUG FUEL. SAFETY SHUT OFF CUSTOMER RETURN VALVE OPTION�Wl CHECK 839876 777 160 SENSORVALVE'? A f A - , — - APPROVED POR PRODUCTIOI•L -------------------- SIGNATURE ----------------------- PRINTED NAME ----- ---------- COMPANY NAME ----------------------- DATE 18.5 49.5 255 385 GENERATOR FLUID RETAINMENT 130 BASIN LEAK DETECTION SWITCH 675 NORMAL VENT (PROVIDES'ALARM AT E -PANEL 825 WHEN RETAINMENT BASIN IS FUEL FILL APPROXIMATELY 50% FULL) 960 TYP FUEL GAUGE AND. u65 SENDER TO E -PANEL GENERATOR FLUID 1340 43B 149.5 RETAINMENT BASIN (APPROX. 53 LITER- 3'NPT SECONDARY CONTAINMENT 14 GALLON CAPACITY) EMERGENCY VENT FUEL RUPTURE BASIN , (APPROX, 696 LITER= 184 GALLON CAPACITY) i 660 i O FLUID CONTAINMENT SO TOTAL` CAPACITY (APPROX. 749 LITERS- _ ______ j __ _ _ _ _ / / 59• 198 GALLONS) _ _----- I I SECONDARY CONTAINMENT . 1930 143.5 -moi ' LEAK DETECTION SWITCH e NOTE SECTI❑N A -A. TANK SHALL BE MARKED WITH 3' HIGHQT• DRAWIMa nnc LETTERS TO INDICATE DIESEL FUEL USE 132 GALLON ONLY AND 'CAPACITY IN GALLONS: �TSUBMITTAL, TANK- W/ BASIN; VERIZON DO NOT SCALE > P.a. Sax e A DIM 500 WAS 528 ° MA TCRIIIL WAUKESMA,.WIS. 53187 ' MERANCING PER AASSKE SIZE. F( i�Lil OD5365G-A.DWG T •. .... SY14.5M-199• $P CCiiI ET�IERVISE 'MM OVM JMG DATE -0z W° °"Tc' scn r 1 = .16 "?' 3.OL DIESELJJJJJJ ALL XX DIM ----l1 ALL XX.X DIM____ALL q MI. . CMKO d1TC APPD OAT( OVG Na RCV ALL µ l �_ _=s, �. All PRDI11L1 MOLES- 21 MM RELEASED FClQ RY PMMMTION DATE OD5365G A. ' - EQUIPMENT ON GRADE. [ASCE 7-05, Sec. 13:3.1] 0 Fp(s) = 0.4 x ap x SDs x Wp W ( ) 1., + 2): p Rte Ip ap = 1:0 SDS = 2.000 (MAX) Fp, FW . Wp = 4220.0 Ib 6.50 ft Rp = 2.5 .3:25 ft lip = 1.0 -. r z = 0 Fp(s) = 1350.40 Ib ALT: . - IF3.00ft1I Fp(s) _ .8 ' x S, x Wp S, 1 :1 (MAX) ( Rte IP) Fp(s) = 1485.44 Ib Y , FP(s) = 1485.44 Ib (GOVERNS) Fp(s)min = 0.30 x SDs x IP x Wp = 2532.00 Ib OK FP(s)ma: = 1.60 X SDs X IP X WP = ## Ib OK Fpk = 32 psf x6.5 ft x 7.8 ft Fp(M , = 1622.40 Ib MO.r.(s) = 1485.4 x 3.3 MO.r.(s) = 4827.68 Ib -ft Mo.r.(* = 1622.4. x 3.3 MO.r.(M '= 5272.80 Ib -ft MR(s) = 4220.0 x ( 3.0 / 2 ) x ( 0.6 0.1.4 x Sos ) MR(S)= 2025.60 Ib -ft MR(M _ . 4220.0 x ( 3.0 / 2 •) x ( 0.667 ) MR (M9 = 4222.11 Ib -ft UPLIFT(s) = ( 4827.68 2025.60 ) / ( 3.00 x 2 corners) . UPLIFT(s) = 467.01 Ab UPLIFT(m = ( 5272.80 - 4222.11 ) / ( 3.00 x 2 corners ) UPLIFT^ = 175.12 Ib USE: TIE DOWN w/5/8 in DIAM. HILTI "KBTZ" @ EA. CORNER EMBED 4" (ICC#: ESR -1917) 4 Mrww.hilti.us PROM Anchor 2.0.4 Company: Page: 1 Specifier. Project: Address: Sub -Project I Pos. No.: Phone I Fax: -1- Date: 11/30/2009 E -Mail. Specifiees comments: 1. Input data - Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report::' Issued I Valid:- Proof: alid:Proof: Stand-off installation: Anchor plate: Profile Base material: Reinforcement: Geometry[in:] Kwik Bok TZ - SS, 5/8 (3 1/8) h„ = 3.125 in. AISI 316 ESR -1917 9/l/2007-1 9/1/2009 design method ACI 318 / AC 193 e, = 0.000 in. (no stand-off); t = 0.250 in. Custom; f, = 35998 psi; I, x I; x t = 27.000 x 27.000 z 0.250 in. (Recommended plate thickness: not calculated) no profile cracked concrete ,'2500, f = 2500 psi;.h = 6.000 in. condition 13; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Loading [lb, in.db] Governing loads N = 6075 M,= 0.000 t=0.250' h, 3.750 Governing loads (Load case 1) V,, = 1225 N 6075 h M, = 0.000 / dr V 1225 R7 G V, 1225 M, 0.000 M, 0.000 M. 0.000 Eccentricity (structural section) [in.) e, = 0.000; ey = 0.000 Seismic loads (cracked concrete assumed; categories C, D, E, or F): yes V, = 1225 M, = 0.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PPr1GIC Cnrhnr! r.1 7nn9_7nno wmi nr: FI .odod Crho.n WN ie a ro i,tu 1 Trnrlcma M Willi pr: Crh— vi".hittims PROMS Anchor 2.0.4 Company: Page: 2 Specifier. Project:. Address: SuProject I Pos. No.: Phone I Fax: - - Date: 11130%2009 E -Mail: 2. Load case/Resulting anchor forces Load case (governing): Anchor reactions [Ib] Tension force: (+Tension, -Compression) y Anchor Tension force. Shear force Shear force x Shear force y' 1 1519 433 306 306 2 1519 433 306 306 3 1519, 433 306 306 4 1519 433 306 306 max. concrete compressive strain N]: 0.00 most unfavorable anchor, ""anchor group (anchors in tension) max. concrete compressive stress [psi]: 0 Steel Strength resulting tension force in (x/y)=(0:000/0.000) nb]: 6674. resultingcompression force in (x%y)=(0/0) [lb]: 0 N.a [lb] 5 Nw Do] 3. Tension load 17880 0.750'. 0.750 10058. Proof Load -N Ob]' Capacity tfN' go]'. Utilization PN [%] = N/ N' Status Steel Stn 1519 10058 r 15.OK Pullout Strength* N/A N/A N/A N/A Concrete Breakout Strength" 6075 9156 66 OK most unfavorable anchor, ""anchor group (anchors in tension) Steel Strength N. nbl .. t N.a [lb] 5 Nw Do] 17880 0.750'. 0.750 10058. 1519 Concrete Breakout Strength A. nnJ A.. [inj c [in.] c_ [in-] 351.56 87.89 5.000 7.000 e.,N [in.] w«,.N ems,. [in.] W.aN W...N, WMN k, 0.000 1.000 0.000 1.000 1.000 1.000 17.000 N, [Ib] 4'..m.. N,6. [Ib] N_ no] . 4696 0.650 0.750 9156 6075. Input data and results must be checked for agreement with the existing conditions and for plausibility! m _oem .Q,h_ LI{IK ; •oni,—M T„n­"f uon Ar'_ CZ h..., rvMw.nnti.usPROFIS I IS • ; ;:: Anchor 2.0.4.. Company Page: 3 . Specifier. Project: Address: SUb-Project I Pos. No.: .Phone I Fax: Date: 11/30/2009 E -Mail: ' 4. Shear load Proof Load V_ pb] Capacity Vn (Ib] Utilization RV' [%] = VAVn Status Steel Strength' 4335769 8 OK' Steel failure (with lever arm)N/A N/A N/A N/A Pryout Strength" 1732 19722. ,' 9 '. OK . Concrete edge failure in direction 1732 2650 65 ' OK , • most unfavorable anchor. "anchor -group (relevant anchors) ' Steel Strength V. [lb]. 0 V_ [1b] y.; Db] , 11835 0.650 0.750 5769 r , 433 t Pryout Strength A,,, [in°] A. [inj c [in.] k 351.56 87.89 5.000 , 2.000 e.,.,, [in.] W. ,.N ea.. [In.I W. N W.o,N. W off k, 0.000 1.000 0.000 1.000 1.000 1.000 17.000 • Ne [Ib]- 0- Oi..ic OV ,u Ob] ' V',® Ob] i . 4696.' 0.700 0.750 19722- 1732 Concrete edge failure in direction y+ 1. [in.] d, [in.] c, [in.] A,. [ins] A. [1ng 3.125 0.625 8.000 204.00 288.00 + W.o. Warm e,.,, [in.] W..•v W..V 0.825 1.000 0:000 1.000 1.000 V, Pb] 0.. V , [1bJ,, ' V- Vbl 8639 0.700. 0.750 -2650 1732 5. Combined -tension and shear loads. r ON = NAN. 'OV = V, /OVn . Utilization' NN.V [%] Status 0.654 5/3 100 - OK (( (j 00.663 • 0.— 13N+0,<=1. t 1 Input data and results must be checked for agreement with the existing conditions and for plausibility! OPr:FIC en.•I.nr / r 6M-L,)nr10 41i1ri er_ FI •OA°d Cr•I.onn Milli is u ronietn ro.l TroA­h nr uan er_ Crhoon r , . r vvww.hllu.us PROMS Anchor 2.0.4'. '. Company. Page: 4 Specifier. Project: Address: Sub -Project I Pos. No.: Y, Phone I Fax: - - Date: 11/30/2009 E -Mail: 6. Allowable Stress Design (Refer to IMES Evaluation Service Report) anchor group relevant (tension); anchor group relevant (shear) , Tensiori.[Ib] Shear (IbJ including excluding including excluding Reference for load seismic seismic seismic seismic ACI318 Section D.4.4. 8324 - 2409 _ ACI318 Section D.4.5 7630 ` - 2209 _ R.,.,. = Rd / a � Trr i_ 'se * VN'.-,,.<= 1.2 7. Proof of the transmission of the anchor loads to the supports Transmission of the anchor loads into the concrete Checking the transfer of loads into the base is "required in accordance with k03181 S e6r,resistance of base material Shear resistance of the, base material must be checked according to relevant approval or standard! a Warrnngs Condition A applies where the potential concrete failure surfaces are crossed by supplementaryremforcementproportioned to bet he "potential concrete failure prism info the structural member. Condition B applies where such supplementary reinforcement is :not provided, or where pullout or pryout.stre ' governs. IBC 2006 Section 1908.1.16, requires that the governing design strength of an anchor or group, of anchors be limited by"ductile steel failure, if this is NOT the case,'AdM-D SectionD.3.3.5 requires that the"attachment that the. anchor is connecting to the stnictur'e shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the design strength of anchors specified in ACI 318-D section D.3.3.3, or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. " Refer to the manufacturer's product literature for cleaning and installation instructions Fastening meets the design criteria! LI Input data and results must be checked for agreement with the existing conditions and for plausibility! ppncic e., h— r 1 1'2mz9nno Willi er.. ci _oeoe Q, h. n Wali'i� � TMno. 1 . f Waw er. c.a.­ r CONDUIT STUB -UP AREA (1) 3" CO. TO POWER V (1) 4" CO. TO TELCO SEE MANUF. SPECIFICATIONS eVERIZON WIRELESS 30kW WATER b° 1 1 COOLED DIESEL GENERATOR W/ in 132 GAL.SUB BASE TANK (UL ---- 142 LISTED) VERIZON WIRELESS 30kW STAND-BY GENERATOR - PROVIDE LOCKABLE VALVE "N1BCO 1" (CT585701 OR EQUAL) 12" C NC. SLAB ,(2,500 PSI) W/ #5 BARS SLOPE..PAD 1/2 BUBBLE a ® CONC. ® MID DEPTH E/W, OUT OF LEVEL TO LOCKABLE, VALVE co GENERATOR SPILL 'CONTAINMENT PAD scnLE:. 1/4° = 1'_0° Standby Power Rating • 30KW 60 Hz: Prime Power Rating 24KW 60 Hz features benefits Generator Set • PROTOTYPE& TORSIONALLY TESTED l► PROVIDES A PROVEN UNIT • UL2200 TESTED . ENSURES A QUALITY PRODUCT • RHINOCOAT PAINT SYSTEM IMPROVES RESISTANCE TO ELEMENTS • WIDE RANGE OF ENCLOSURES AND TANKS PROVIDES A SINGLE SOURCE SOLUTION Engine • EPA TIER COMPLIANT P ENVIRONMENTALLY FRIENDLY • INDUSTRIAL TESTED, GENERAC APPROVED • POWER -MATCHED OUTPUT • INDUSTRIAL GRADE Alternator FOR INDUSTRIAL APPLICATIONS l0 ENGINEERED FOR PERFORMANCE IMPROVES LONGEVITY AND RELIABILITY • TWO-THIRDS PITCH ELIMINATES HARMFUL 3RD HARMONIC • LAYER WOUND ROTOR & STATOR IMPROVES COOLING • CLASS H MATERIALS i HEAT TOLERANT DESIGN • DIGITAL 3-PHASE VOLTAGE CONTROL l► FAST AND ACCURATE RESPONSE Controls • ENCAPSULATED BOARD W/ SEALED HARNESS 1 EASY, AFFORDABLE REPLACEMENT • 4-20mA VOLTAGE -TO -CURRENT SENSORS 0 NOISE RESISTANT 24/7 MONITORING L -J 1. ® • SURFACE -MOUNT TECHNOLOGY 11' PROVIDES VIBRATION RESISTANCE • ADVANCED DIAGNOSTICS & COMMUNICATIONS HARDENED RELIABILITY *,rimary codes 5 r:r::. i' (9-3 41 iso ., Make EPA•Emissions rnpliance;i- EPA Emissions Engine Reference* Cylinder#4" c ..xLiG11k?Y^ . .. :FRf.Tsi•-..� ."�5'`"'1��5 irY.` Type Displacement;�L(caN;i'n�,'`�-. Bore - mm (in.). Strokem zj °' Compression Ratio • . dntakeAiraMethod. � �zc°- ; , Number of Main Bearings Connecting Rod type' . Cylinder Head Type ra • Pistop°7VPe �^ai `` .;,,,w W �:r?a Crankshaft Type ' ~• Deere Intenm;TiiFr.'T95P. JDXL02.4074 , In -Line 86 (3.39) 18:1 ' e"xT,ii�6,ochar ed�, 5 ,,, Didpped{Forged�Stee)= Cast Iron OHV �a4�,,'d.11oy+Alumm_`um Forged Steel • ti Cooling System Type t � aa�s^�uxs<• rte ig €WaterPumpc ` Fan Type , ,;k* E Fan Diameter. mm (in.) V e cw Baa . Coolant.Ha er Wattage�3 � .� Coolant Heater Standard Voltage . Closed Recovery Pre�Eubed,;5elf SealingL. Pusher-' 457.2 (18.0) 120VAC Fuel System -Fuel Type * � s�vz ` FueiSpeclfcaUons ri Fuel Filtering (microns) + Fuel ln)e6PP-„p Make ,hx• u Fuel Pump Type inJe L rTjlpee • '� Underscore denotes Year designation Engine Type r Valve Tram� r fuuel Supply�UUaWt (incl ufterType •d' "Y,x, "'� ,,»., t Solidr Fuel Return Line=mm (in.) .' � » ..ORE #2 Diesel (min Cetane #40) . 3' 10 Engine Driven Gear Pre Combustion 3.17 (0.125) ” Intake Valve Material High Temp } a '' ° ; °° ' i��}F'ghaT,emP ti Engine Electrical System ExhaustyValve Material e ; ' System Voltage - r Eneine Governing ., � � '' BatterylChargierna„tor� ' Governor Electronic Isochronous Battery Size (at 0 oC) Fr`,eyuency Regulatioady t" Battery n �SLe Group 4 'Ground Polarity-, t" 12VDC 700CCA/90AH 27F + MGM, ii)fr12VAt ` IM Negative 'Lubrication System t Oil Pump Type .' Gear rr. a+ k• A....s.::i`cFuIFT1'?3E Oil rteIowCafL�idge� �� ;aN, ' Crankcase'-apacity-L(gal)(gts) 7.1(1.875)(7.5) • �» Y ALTERNATOR SPECIFICATIONS. Model Field Type ' - Insulation Class: Rotors f� e � x Insulation Class Stator' Total Ha�rnoy is Distortion �• Telephone Interference Factor (TIF) tecnator ype.• ��k:r:'i�� Bearings ' ` COUpling.��, Load Capacity Standby Prototype Short Circuit Test 390 Revolving H <50 ' .en t Wl,4ph Single Sealed Cartridge _ M Di'Flexibl'e;:Disc 100% ; y Voltage Regulator Type . Digital be of Sens"d,Phases?t15A)I�',a'., `prr Regulation Accuracy (Steady State),:,..+/ -0.25% 4. - �- T • fr -`a� . r - y *W a. CODES AND STANDARDS COMPLIANCE (WHERE APPLICABLE)' NFPA99 ° ,. t 7 NFPA110 I50 8528-5 Jri ry : a ISO 1708A.5 ; w ISO 3046 ik i ✓ . + 7. S� ' 4 f 855514 4 r 'tr ;. ' R a dr4 r x y r4 • " f f SAEJ1349 #x:}' �• r; rt . + l DIN6271 I t , + i �: } ,r�; J k . IEEE C62.41 TESTING , i NEMAICSI Rating Definitions: Standby — Applicable for a varying emergency load for the duration of a utility power outage ,vith no overload capability. (Max.,load factor = 70%) ' Prime - Applicable for supplying power to a varying load in lieu of utility for anunlimited amount of running time. (Max. load factor = 80%) A 10% overload capacity.is available for 1 out of every '12 hours. L Single Phase 120/240VAC @01.0pf "Three Phase 330/208VAC @o=Spf Three -Phase 120/240VAC @0.8pf` -' Three Phase,277/480VAC 08pf,p. ' ,t 4 Three -Phase 600VAC @O.8pf 30 30 30' 27 27 MOM 27 STARTING CAPABILITIES (sKVA) ' .61(2.3) " 1800 1800 7S% 1.92(7.28)'.;:' 75% 1.73(6.55) '' 10U%2 5(946).Ya a; 2c ?OOtN+' _ sKVA vs. Voltage Dip' • -r a 480VAC , 208/240VAC•- Alternator' kW 10% ! IS% 20%, 25% , . 30% . 35%R "10% 159E A ` , .__."tea 20% N425%•" ' 30% 35% Standard 35 r" 24k36 48 60; 72 .I34t 19 24Y ' 38 ) 48§" 58 X67 Upsize 1 40 27 41 54 W68 81 `95 20 31 ' . 41 ' S 61 Upsize 2 50— 34 5269 86 103'1%Q a• " 26, 39 52' 65's„dL 77 'All G?nerac industrial alternators utilize Gass H materials. Standard alternator provides less than or equal to Class F temperature rise. Gps:za 1 provides less than or equal to Class A'. " • a t FUEL r.. temperature rise .t - t , - ' , .. y .. • , 9 o r Fuel Consumption Rates _ +PRIME. t x. • + _ ' o ; . . STANDBY f." Percent Load ' Gallons/Hour (liters/Hour) , Percent Load h Gallons/Hour (liters/Hour) ; Fuel Pump Lift - in, (m). r 36 (0.9) 25% .67(2.55) 2S% ' .61(2.3) " 1800 1800 7S% 1.92(7.28)'.;:' 75% 1.73(6.55) '' 10U%2 5(946).Ya a; 2c ?OOtN+' _ ' COOLING STANDBY t PRIME • '" Coolant Capacities - Gal (L) Coolant Flow per Minute gpm (Ipm) 90.8(24) ' .90.8(24) S stem 12 2(3 0) b He's at ejection to Coolant ` ". `a'OBT,U%m n 'elf11,000WX96;000 Y, Engine,. T n 2 6(0 7) Inlet Air cfm (m3 hr) 4,600(130) 4,600(130) Radiator 8.6(2:3) Max O eretln RadiatorrAirTem t"rs r • . P. , m. g u: a vuump ` " 'a#;()Ww e a,60"(140)1 C(l4Q)i: Max. Operating Ambient Temperature Fo(Co) 50(122) 50(122)' COMBUSTION AIR REQUIREMENTS :. STANDBY ,F PRIME t a r'• . Flow at Rated Power • ` cfm (m3/min) 3.1(109) 2.5(89) EXHAUST :. - r STANDBY' PRIME Exhaust Outlet Size; N.P.T. (female)' ' Exh ausst Flow (Rateedd" Output) + cfm (m3/ 8 9(316) 7.2(2S3) 2.5' M,ax !m miBackPressure HB p;?) 5 O(151 ,s5.5 0 11_5ism Exhaust Temp (Rated Output) i of (°C) 549(1100) 510(1010) y ENGINE 1 < i rt STANDBY ' PRIME Rated Engine Speed Hors e zr at` Ra ed° W ; .1shF? P x Piston Speed ;BMEPs rpm ft/min (m/min) 1800 1800 "* 4.8 x`°`39 378123 (9), . 378(1239) • " 4 • - + . 'i t. i e r - a ', r -._.rt r. it's v; Deration — Operational characteristics consider maximum ambient conditions. Derate factors may apply under atypical site conditions. Please consult a Generac Power Systems Industrial Dealer for additional details. All performance ratings in accordance with ISO3046, BS5514, IS08528 and DIN6271 standards. SD030 GENERAL' I IN13USTRIAL POWER standard features 2nd options GENERATOR SET CONTROL SYSTEM 19 Genset Vibration Isolation Std Control Parel 0 Seismic Rated Vibration Isolators Opt 0 Digital H Control Panel - Dual 4x20 Display Std 0 Extended warranty Opt 0 Digital G-100 Control Panel .. Touchscreen na 0 Export boxing Opt 0 Digital G-200 Paralleling Control Panel - Touchscreen na 0 Gen -Link Communications Software Opt ® Programmable Crank Limiter Std OSteel Enclosure Opt 0 21-Light.Remote Annunciator Opt 0 Aluminum Enclosure Opt 0 Remote Re;3y Panel (8 or 16) Opt ® 7 -Day Programmable Exerciser Std ® Special Applications Programmable PLC Std ENGINE SYSTEM ® RS -232 Std ® RS -485 Std General ® All -Phase Sensing DVR ; Std Q Oil Drain Extension- Std ® Full System Status Std 0 Oil Make -Up System Opt Q Utility Monitoring (Req. H -Transfer Switch) Std 0 Oil Heater Opt ® 2 -Wire Start Compatible Std ® Power Output (kW) Std Fuel System ® Power Factor Std 0 Fuel lockoff solecnoid Std ® Reactive Power Std ® Secondary fuel filter Std ® All phase AC Voltage Std ® Stainless steel flexible exhaust connection Std ® All phase Currents Std ® Industrial Exhaust Silencer Std ® Oil. Pressure Std 0 Critical Exhaust Silencer Opt ® Coolant Temperature Std 0 Flexible fuel lines Opt ® Coolant Level Std 0 Primary fuel filter opt 0 Oil Temperature Opt 0 Single Wall Tank (Export Only) ® Fuel Pressure Std 0 UL 142 Fuel Tank opt ® Engine Speed Std 0 Internal Base Tank ® Battery Voltage Std ® Frequency Std Cooling System ® Date/Time Fault History (Event Log) Std 0120VAC Coolant Heater Opt Q UL2200 Generator Protector Std 0 208VAC Coolant Heater Opt 0 Low -Speed Exercise 0 240VAC Coolant Heater Opt 0 Isochronous Governor Control Std 0 Other Coolant Heater 0 -40deg C -?Odeg C Operation Std 0 Closed Coolant Recovery System Std ® Waterproof Plug -In Connectors Std 0 UV/Ozone resistant hoses Std ® Audible Alarms and Shutdowns Std Q Factory -Installed Radiator Std ® Not in Auto (Flashing Light) Std Q Radiator Drain Extension Std ® On/Off/Manual Switch Std ® E -Stop (Red Mushroom -Type) Std Engine Electrical System A Remote F ctnp (Rroak Glass Type Surface Mount) Opt ID Battery charging alternator Std 0 Remote E -Stop (Red Mushroom -Type, Surface Mount) Opt Q Battery cables Std 0 Remote E -Stop (Red Mushroom -Type, Flush Mount) Opt 0 Battery tray Std Q NFPA 110 Level I and 11 (Programmable) Std .0 Battery box Opt 0 Remote Communication - RS232 Opt 0 Battery heater Opt 0 Remote Communication - Modem Opt ® Solenoid activated starter motor Std 0 Remote Communication - Ethernet Opt ® Air cleaner Std 0 10A Run Relay Opt ® Fan guard Std © Radiator duct adapter Sid Alarms (Programmable Tolerances, Pre -Alarms and Shutdowns) 0 2A battery charger Opt 0 Low Fuel Opt 010A UL float/equalize battery charger. Opt Q Oil Pressure (Pre-programmed Low Pressure Shutdown) Std Q Rubber -booted engine electrical connections Std ® Coolant Temperature (Pre-programmed High Temp Shutdoi Std ® Coolant Level (Pre-programmed Low Level Shutdown) Std' ALTERNATOR SYSTEM ® Oil Temperature Std ® Fuel Pressure Std Q UL2200 Generator Protector Std Q Engine Speed (Pre-programmed Overspeed Shutdown) Std 0 Main Line Circuit Breaker Opt 0 Voltage (Pre-programmed Overvoltage Shutdown) Std 0 2nd Circuit Breaker Opt ® Battery Voltage Std 0 3rd Circuit Breaker 0 Alternator Upsizing Opt Other Options 0 Anti -Condensation Heater Opt 0 0 Tropical coating Opt 0 0 Voltage changeover switch Opt 0 GENERAC• I INDUSTRIAL. l ®16,02=i S0030 dimensions, weights and sound levels OPEN SET ® L W H WT dBA• H 0 NO TANK O 8 . 0 12 0 24 • 0 36 0 48 L W O 72 0 96 75.9 36.8. 39.4 '1525:` ' , '79 ' ' 75:9 ' ' .36.8 . ; .52:4' ' :' 2080 7S.9::: '•: 36:8 . ' ::52.4.: .2080 75.9 36.8.' ''52.4 2080 75:9.:. 36.8 .. '64.4 2340 75.9 36.8 64.4 2340:- 340.75.9' 75.9.'36.8 76.4 25501' 92.9 1.36.8 , •::76.4 2795-1. WEATHERPROOF ENCLOSURE 0 NO TANK H 0 12 0 24 0 36 0 48 0 72 0 96 L W -H Wr dBA• 93.8 36.8 .39:4 2060'`' ...77 '. ' .:93.8 36.8. 52A 2540 93.S 16.8..::. '` 52.4 2540. 93.8. 36:8 52.4 2540 :. 931.S., 36.8 : 52.4 2540 93.8:...' ' 36.8 64.4`'. '..2800. .93.8 36:8 76.4 :3010`' 93.8 ....36.8 ' .76.4 3255: L W , L LEVEL 1 SOUND ENCLOSURE L W H WT dBA• 0 NO TANK O 8 0 12 0 24 0 36 O as 0 72 0 96 111.7 .. 36.8. 39.4 2147- , 68: ' 111'.7. 36.8 52.4..:.:2627 0 .36.8 32.4,: '' 2627 36.8.: MA 2627 111.7 36.8' :S2.4.. 2627. 11-1,7 . ` 36.8 64.4 " 2887... :117 361 76'.4 3097' 111.7 36'.8 76.4 3342 ` LEVEL 2 SOUND ENCLOSURE L W H WT dBA• 0 NO TANK O 8 0- 12 0 24 36 0 48 0 72 O 96 93.8 36.8' . 51:9 2300. 93.8 36:8' . " 64.9 2960 93. 36.8 64.9 8 2960 93.8 "36:8 ' 64.9: 2960' 93.8. 36:8 76.9 010 3010- 93.8. ' 36.8: 88.93220 93.8. 93:8 36.8 ' 88:9 3465 I *All measurements are approximate and for estimation purposes only: Weights are without fuel in tank. Sound levels measured at 23ft (7m). Does L W not account for ambient site conditions. Tank Options , YOUR FACTORY RECOGNIZED GENERAC INDUSTRIAL DEALER 0 MDEQ OPT a ::" Florida D.ERM/DEP.,:'. :: :.... ,-c...:. ""COPT 0 Chicago Fire Code OPT OIFC GA , CeitifitaUom ;' -• , - .- ..,:± ; {IL` O ULC CALL Other Custom Options Available from your Generac Industriat Power Dealer Speciticati.on characteristics may change without notice. Dimensions, and weights are for preliminary purposes only. Please consult a Generac Power Systems Industrial Dealer for detailed installation drawings. Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com &2009 Generac Power Systems, Inc. All dghts reserved. All specifications are subject to ch2nge without notice. Bulletin 0184440SBY rev A /Printed in U.S.A. 10/22109 .( ENERAC POVVER SYSTEMS, INC. Highway. 59 &t Hillside Rd. Waukesha ,WI. 53188 Phone#262-5444811 Fax:262-968-6940 Verizon. Wireless Fuel Tanks with Secondary Containment Generac Fuel Tanks Bases are registered with U.L. to meet or exceed U1.142 Rating Fuel tank base construction: • Be constructed in accordance with Underwriters Laboratories Standard UL -142::' • Be constructed in accordance with Flammable and Combustible Liquids Code, NFPA 30; The Standard for Installation and use of Stationary Combustible Engine and Gas turbines, NFPA 37; and The Standard for Emergency and Standby Power Systems, NFPA 110. • Include reinforced steel box channel for generator support, with load rating of 5,000 lbs. per gen- set mouni ing hole location. Full height gussets shall be provided at gen-set mounting holes. • Be shipped with a certificate of Structural/Mechanical Integrity, certifying that it has met standards through rigorous testing and has demonstrated specified capabilities. Sub Base Tank Testing: Primary tank and secondary containment basin sections shall be pressurized at 5 psi and leak -checked to ensure integrity of sub base weld seams per UL -142 standards All Tanks are Required by Verizon Wireless to Be tested at site before fuel Delivery Fuel Containment Basin Sub base tank shall include a welded steel containment basin, sized at a minimum of 125% of the tank capacity to prevent escape of fuel into the environment in the event of a tank rupture. Leak Detection System A fuel containment basin leak detector is supplied and wired for alarm condition visible from Generator Control Panel. A remote alarm is also provided for remote monitoring. Sub Base Tank Venting Normal and Emergency Venting: Normal and Emergency venting shall be. sized per U.L. 142 specification for wetted surface area of tank. Engine Environmental Spill Protection Top of fuel Tank base includes a Spill containment to catch any access spill or leaks from Engine and cooling system This is sized for 125% of engine Fluids and fuel s ill containment Yt-1 I I I Yr I (16) TOTAL XNPT PRIMARY CONTAINMENT LY EMERGENCY VENT LE 1 1/4°NPT NK PIPE PLUG FUEL FF CUSTOMER RETURN VE OPTION ✓7 CHECK . 4.SENSOR VALVE >0 385-1 675 825 960 TYP 1165 -- 1340 1930 SECTION A—A : 1 3" HI GH FUEL USE ' INS. AREA END PLATE NOT SHOWN) 839 876 TYP , A 18.5 NORMAL VENT —FUEL FILL FUEL GAUGE AND SENDER TOE—PANEL r.3a ; GENERATOR FLUI BASIN LEAK DET' —(PROVIDES ALAR WHEN RETAINMEN . APPROXIMATELY - 149.5 3"NP T S ,-"__EMERGEP 500 59 dw SECONDARY CONTAINMENT i 143,5 LEAK DETECTI❑N SWITCH EST. DRAWING TITLE l A -FINAL VT. SUBMITTAL, 132,GALLON TANK W/ BASIN, VERIZ❑N DO NOT SCALE MATERIAL ALL DIMENSIONS'AND r FILE TOLERANCING PER N AC STATEMENT OF EXHAUST EMISSIONS 2010 JOHN DEERE DIESEL FUELED GENERATOR The measured emission values provided here are proprietary to Generac and its' authorized dealers. This information may only be disseminated upon request, to regu!atory governmental bodies for emissions permitting purposes or to specifying organizations as submittal data when expressly required by project specifications, and shall remain confidential and not open to public viewing. This information is not intended for compilation or sales purposes and may not be used as such, nor may it be reproduced without the expressed written permission of Generac Power Systems, Inc. The data provided shall not be meant to include information made public by Generac. John Deere Emissions based on Rated kWm of specific Models. (These values are Actual Exhaust Emissions during a 5 Mode Test at Rated kWm) CO THC + NOx PM 0.06.6 0.16 Grams/kW-hr 0.0 4.9 0.12 Grams/bhp-hr ■The stated values are actual exhaust emission test measurements obtained from an engine representative of the type described above. -Value's based on 5 -mode testing are official data of record as submitted to regulatory agencies for certification purposes. Testing was conducted in accordance with prevailing EPA & CARB protocols, which are typically accepted by SCAQMD and other regional authorities. ■No emission values provided above are to be construed as guarantees of emission levels for any given Generac generator unit. ■Generac Power Systems reserves the right to revise this information without prior notice. •Consult state and local. regulatory agencies for specific permitting requirements. -The emission performance data supplied by the equipment manufacturer is only one element required toward completion of the permitting and installation process. State and local regulations may vary on a case-by-case basis and must be consulted by the permit applicant/equipment owner prior to equipment purchase or installation. The data supplied herein by Generac Power Systems cannot be construed as a guarantee of installability of the generating set. INDUSTRIAL SALES P.O. BOX 8 WAUKESHA, W/ 53187 262-5444800 FAX 262-5444854 DATA SUBJECT TO CHANGE WITHOUT NOTICE 018708OSSD rev A 03/10 Generator Model: SD030 Aspiration: Turbocharged ' kWe Rating: 30 Engine Speed: 1800 RPM Engine Family: AJDXL02.4074 EPA Certificate #: JDX-NRCI-10-06.1 Engine Model: 4024TF281 B CARB Certificate #: U -R-004-0380 Rated Power kWm: 36 Emission Std. Category: Interim Tier 4 Certificates are available on the John Deere Website: www.deere.com/en USIrg/servicesupport/emissions certificates/ certifie&2009. html John Deere Emissions based on Rated kWm of specific Models. (These values are Actual Exhaust Emissions during a 5 Mode Test at Rated kWm) CO THC + NOx PM 0.06.6 0.16 Grams/kW-hr 0.0 4.9 0.12 Grams/bhp-hr ■The stated values are actual exhaust emission test measurements obtained from an engine representative of the type described above. -Value's based on 5 -mode testing are official data of record as submitted to regulatory agencies for certification purposes. Testing was conducted in accordance with prevailing EPA & CARB protocols, which are typically accepted by SCAQMD and other regional authorities. ■No emission values provided above are to be construed as guarantees of emission levels for any given Generac generator unit. ■Generac Power Systems reserves the right to revise this information without prior notice. •Consult state and local. regulatory agencies for specific permitting requirements. -The emission performance data supplied by the equipment manufacturer is only one element required toward completion of the permitting and installation process. State and local regulations may vary on a case-by-case basis and must be consulted by the permit applicant/equipment owner prior to equipment purchase or installation. The data supplied herein by Generac Power Systems cannot be construed as a guarantee of installability of the generating set. INDUSTRIAL SALES P.O. BOX 8 WAUKESHA, W/ 53187 262-5444800 FAX 262-5444854 DATA SUBJECT TO CHANGE WITHOUT NOTICE 018708OSSD rev A 03/10 Material Safety Data Sheet by 1. Chemical product and company identification Product name ECD ULTRA LOW SULFUR DIESEL MSDS # 0000000795 Historic MSDS #: None. Code 0000000795 Product use Fuel Supplier BP Products North America Inc. 150 West Warrenville Road Naperville, Illinois 60563-8460 USA EMERGENCY HEALTH 1 (800) 447-8735 INFORMATION: Outside the US: +1703-527-3887 (CHEMTREC) EMERGENCY SPILL 1 (800) 424-9300 CHEMTREC (USA) INFORMATION: OTHER PRODUCT 1 (866) 4 BP - MSDS INFORMATION (866427-6737 Toll Free - North America) . email: bpcares@bp.com 2. Composition/information on ingredients Ingredient name CAS # % by weight Petroleum distillates 8008-20-6 .100 3.:Hazards identification Physical state Liquid. Color Amber. to Various colors. (may be dyed Red.). Emergency overview WARNING! COMBUSTIBLE LIQUID AND VAPOR. VAPOR MAY CAUSE FLASH FIRE. HARMFUL IF SWALLOWED. ASPIRATION HAZARD HARMFUL OR FATAL IF LIQUID IS ASPIRATED INTO LUNGS. CAUSES SKIN IRRITATION. MAY CAUSE RESPIRATORY TRACT IRRITATION. INHALATION CAUSES HEADACHES, DIZZINESS, DROWSINESS,,AND NAUSEA, AND MAY LEAD TO UNCONSCIOUSNESS. Do not ingest. If ingested do not induce vomiting. Avoid contact with eyes, skin and clothing. Do not breathe vapor or mist. Keep away from heat, sparks and flame. Keep container closed. Use with adequate ventilation. Use only with adequate ventilation Wash thoroughly after handling. Routes of entry Dermal contact. Eye contact. Inhalation. Ingestion. Potential health effects Eyes Slightly irritating to the eyes. Skin Causes skin irritation. Product ECD ULTRA LOW SULFUR DIESEL Product code 0000000795 Page:116 name Version 1 Date of issue 07105120D6. Format US -COMP Language ENGLISH. - Build 4.2.8 ( ENGLISH ) Inhalation May cause respiratory tract irritation. Inhalation causes headaches, dizziness, drowsiness, and nausea, and may lead to unconsciousness. See toxicological Information (section 11). Ingestion Harmful if swallowed. Aspiration hazard if swallowed — harmful or fatal if liquid is aspirated into lungs. See toxicological Information (section 11). Medical conditions None identified. aggravated by over- exposure See toxicological Information (section 11). 4. First aid measures Eye contact In case of contact, immediately flush eyes with plenty of water for at least 15 minutes. Get medical attention if irritation occurs. Skin contact In case of contact, immediately flush skin with plenty of water for at least 15 minutes while removing contaminated clothing and shoes. Wash clothing before reuse. Thoroughly clean shoes before reuse. Get medical attention immediately. Inhalation If inhaled, remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Get medical attention: Ingestion If swallowed, do NOT induce vomiting. Never give anything by mouth to an unconscious person. Aspiration hazard if swallowed- can enter lungs and cause damage. Get medical attention immediately. 5. Fire -fighting measures Flammability of the product Combustible liquid. Flash point 51.667 °C (Closed cup) Tagliabue. Explosion limits Lower: 0.6 % Upper: 7.5 % Products of combustion These products are carbon oxides (CO, CO2) (carbon monoxide, carbon dioxide). Unusual firelexplosion Combustible liquid and vapor. Vapor may cause flash fire. Vapors may accumulate in low or hazards confined areas, travel considerable distance to source of ignition and flash back. Runoff to sewer may create fire or explosion hazard. Explosive in the presence of the following materials or conditions: open flames, sparks and static discharge and heat. Fire -fighting media and In case of fire, use water fog, foam, dry chemicals, or carbon dioxide. DO NOT FIGHT FIRE instructions WHEN IT REACHES MATERIAL. Withdraw from fire and let it burn. Promptly isolate the scene by removing all persons from the vicinity of the incident if there is a fire. First move people out of line -of -sight of the scene and away From windows. Cool containing vessels with water jet in order to prevent pressure build-up, autoignition or explosion. Protective clothing (fire) Fire-fighters should wear positive pressure self-contained breathing apparatus (SCBA) and full turnout gear. Special remarks on fire ham, Do not use water jet. ds 6. Accidental release measures Personal precautions Immediately contact emergency personnel. Eliminate all ignition sources. Keep unnecessary personnel away. Use suitable protective equipment (See Section: "Exposure controls/personal protection'). Follow all fire fighting procedures (See Section: "Fire -fighting measures'). Do not touch or walk through spilled material. Environmental If emergency personnel are unavailable, contain spilled material. For small spills add absorbent precautions and clean-up (soil may be used in the absence of other suitable materials) and use a non -sparking or methods explosion proof means to transfer material to a sealed, appropriate container for disposal. For large spills dike spilled material or otherwise contain material to ensure runoff does not reach a waterway. Place spilled material in an appropriate container for disposal. Avoid contact of spilled material with soil and prevent runoff entering surface waterways. See Section 13 for Waste Disposal Information. Product ECD ULTRA LOW SULFUR DIESEL Product code 0000000795 Page: 216 name Version 1 Date of issue 07/052006. Fomrat US -COMP Language ENGLISH. Build 4.2.8 1 ENGLISH ) Personal protection in Splash goggles. Chemical resistant protective suit. Vapor respirator. Boots. Gloves, case of a large spill CAUTION: The protection provided by air -purifying respirators is limited. Use a positive pressure air -supplied respirator if there is any potential for an uncontrolled release, if exposure levels are not known, or if concentrations exceed the protection limits of air -purifying respirator. Suggested protective clothing might not be sufficient: consult a specialist BEFORE handling this product. 7. Handling and storage Handling Aspiration hazard if swallowed- can enter lungs and. cause damage. Never siphon by mouth. Do not ingest. If ingested do not induce vomiting. When using do not eat, drink or smoke. Avoid contact with skin and clothing. Avoid prolonged or repeated contact with skin. Avoid contact with eyes. Use only with adequate ventilation Avoid breathing vapor or mist. Keep away from heat, sparks and flame. To avoid fire or explosion, dissipate static electricity during transfer by grounding and bonding containers and equipment before transferring material. Use explosion - proof electrical (ventilating, lighting and material handling) equipment. Wash thoroughly after handling. Empty containers may contain harmful, flammable/combustible or explosive residue or vapors. Do not cut, grind, drill, weld, reuse or dispose of containers unless adequate, precautions are taken against these hazards. Storage Store in a segregated and approved area. Keep container in a cool, well -ventilated area. Keep container tightly dosed and sealed until ready for use. Avoid all possible sources of ignition (spark or flame). Store and use only in equipment/containers designed for use with this product. 8. Exposure controls/personal protection Occupational exposure limits Ingredient name Occupational exposure limits Petroleum distillates ACGIH TLV (United States,112006). Skin TWA: 200 mg/ml 8 hour(s). Control Measures Provide exhaust ventilation or other engineering controls to keep the relevant airborne concentrations below their respective occupational exposure limits. In accordance with good industrial hygiene and safety work practices, airborne exposures should be controlled to the lowest extent practicable. Hygiene measures Wash hands, forearms and face thoroughly after handling chemical products, before eating, smoking and using the lavatory and at the end of the working period. Personal protection Eyes Avoid contact with eyes. Safety glasses with side shields. Skin and body Avoid contact with skin and clothing. Wear suitable protective clothing. Respiratory Use only with adequate ventilation Do not breathe vapor or mist If ventilation is inadequate, use a ` NIOSH certified respirator with an organic vapor cartridge and P95 particulate filter. CAUTION: The protection provided by air -purifying respirators is limited. Use a positive pressure not known, or if concentrations exceed the protection limits of air -purifying respirator. Hands Wear gloves that cannot be penetrated by chemicals or oil. The correct choice of protective gloves depends upon the chemicals being handled, the conditions of work and use, and the condition of the gloves (even the best chemically resistant glove will break down after repeated chemical exposures). Most gloves provide only a short time of protection before, they must be discarded and replaced. Because specific work environments and material handling practices vary, safety procedures should be developed for each intended application. Gloves should therefore be chosen in consultation with the supplier/manufacturer and with a full assessment of the working conditions. Consult your supervisor or S.O.P. for special handling directions Consult local authorities for acceptable exposure limits. Product ECD ULTRA LOW SULFUR DIESEL Product code 0000000795 Page: 316 name version 1 Date of Issue 07/052006. Format US -COMP Language ENGLISH. Build 4.2.8 ( ENGLISH ) 9. Physical and chemical properties Physical state Liquid. Odor Petroleum Color ' Amber. to Various colors. (may be dyed Red.) Heat of combustion Not available. Boiling point I Range 171.11 to 357.22 °C Specific gravity <1 (Water =1) Solubility negligible <0.1% Viscosity Kinematic: 1.8 to 3.6 mm2/s (1.8 to 3.6 cSt) at 37.778°C 10. Stability and reactivity = Stability and reactivity Stable under recommended storage and handling conditions (See Section: "Handling and storage"). Conditions to avoid Keep away from heat, sparks and flame. Avoid all possible sources of ignition (spark or flame). Incompatibility with various Reactive or incompatible with the following materials: oxidizing materials, acids and alkalis. substances halogenated compounds. Hazardous decomposition These products are carbon oxides (CO, CO2) (carbon monoxide, carbon dioxide) products Hazardous polymerization Will not occur. 11. Toxicological information Acute toxicity Aspiration of this product into the lungs can cause chemical pneumonia and can be fatal. Aspiration into the lungs can occur while vomiting after ingestion of this product. Do not siphon by mouth. Chronic toxicity Carcinogenic No component of this product at levels greater than 0.1% is identified as a carcinogen by ACGIH effects or the International Agency for Research on Cancer (IARC). No component of this product present at levels greater than 0.1% is identified as a carcinogen by the U.S. National Toxicology Program (NTP) or the U.S. Occupational Safety and Health Act (OSHA). Other chronic toxicity Middle distillate: From skin -painting studies of petroleum distillates of similar composition and ? data distillate range, it has been shown that these types of materials often possess weak carcinogenic activity in laboratory animals. In these tests, the material is painted on the shaved backs of mice twice a week for their lifetime. The material is not washed off between applications. Therefore, then: may be a potential risk of skin cancer from prolonged or repeated skin contact with this pr ucf'In the absence of good personal hygiene. This particular product has not been tested for carcinogenic activity, but we have chosen to be cautious in light of the findings with other distillate streams. Occasional skin contact with this product is not expected to have serious effects, but good personal hygiene should be practiced and repeated skin contact avoided. This product can also be expected to produce skin irritation upon prolonged or repeated skin contact. Personal hygiene measures taken to prevent skin irritation are expected to be adequate to prevent risk of skin cancer. Diesel exhaust particulates have been classified by the National Toxicological Program (NTP) to be a reasonably anticipated human carcinogen. Exposure should be minimized to reduce potential risk. Product ECD ULTRA LOW SULFUR DIESEL Product code 00OOo00795 Page: 416 name Version 1 Date of Issue 07/05/2006. Format US -COMP Language ENGLISH. Build 4.2.8 ( ENGLISH ) 12. Ecological information Ecotoxicity Toxic to aquatic organisms. May cause long-term adverse effects in the aquatic environment. Mobility Spillages may penetrate the soil causing ground water contamination. Bioaccumulative potential This product is not expected to bioaccumulate through food chains in the environment. Other ecological Spills may form a film on water surfaces causing physical damage to organisms. Oxygen transfer information could also be impaired. 13. Disposal considerations Waste information Avoid contact of spilled material and runoff with soil and surface waterways. Consult an environmental professional to determine if local, regional or national regulations would classify spilled or contaminated materials as hazardous waste. Use only approved transporters, recyclers, treatment, storage or disposal facilities. Dispose of in accordance with all applicable local and national regulations. Consult your local or regional authorities. 14. Transport information Intemational transport regulations Regulatory UN Proper shipping Class Packing group label Additional information number name information DOT NA1993 Diesel Fuel Combustible III Reportable Classification liquid. Quanti 100 lbs. (45.36 kg) TDG UN1202 Gas oil 3 III Not determined. Classification IMDG UN1202 Gas oil 3 111 Not determined. Classification IATA UN1202 Gas oil 3 III Not determined. Classification 15. Regulatory information U.S. Federal regulations US INVENTORY (TSCA): In compliance. TSCA 12(b) one-time export notification:: naphthalene This product is not regulated under Section 302 of SARA and 40 CFR Part 355. SARA 3111312 MSDS distribution - chemical inventory - hazard identification: ECD ULTRA LOW SULFUR DIESEL: Fire hazard, Immediate (Acute) Health Hazard, Delayed (Chronic) Health Hazard SARA 313 Form R - Reporting This product does not contain any hazardous ingredients at or above regulated thresholds. requirements Supplier notification This product does not contain any hazardous ingredients at or above regulated thresholds. Product ECD ULTRA LOW SULFUR DIESEL Product code 0000000795 Page: 5/6 name Version 1 Date of issue 07/052006. Format US -COMP Language ENGLISH. Build 4.2.8 ( ENGLISH ) Product ECD ULTRA LOW SULFUR DIESEL Product code 0000000795 Rage: 616 name Version 1 Date of Issue 07/05/2006. Format US -COMP Language ENGLISH. Build 4.2.8 ( ENGLISH CERCLA Sections 102a/103 Hazardous Substances (40 CFR Part.302.4):: o -Xylene: 1000 lbs. (453.6 kg); naphthalene: 100 lbs. (45.36 kg); xylene: 100 lbs. (45.36 kg); Ethylbenzene: 1000 lbs. ,. (453.6 kg); Xylene: 100 lbs. (45.36 kg); Cumene: 5000 lbs. (2268 kg); xylene: 100 lbs. (45.36 kg); State regulations Massachusetts RTK:Straight run kerosine; 1,2,4-Trimethylbenzene New Jersey:Straight run kerosine; 1,2,4-Trimethylbenzene Pennsylvania RTK:Straight run kerosine (generic environmental hazard); 1,2,4-Trimethylbenzene (environmental hazard, generic environmental hazard) WARNING: This product contains a chemical known to the State of California to cause cancer. naphthalene; Ethylbenzene Prop 65 chemicals will result under certain conditions from the use of this material. For example, burning fuels produces combustion products including diesel exhaust, a Prop 65 carcinogen, and carbon monoxide, a Prop 65 reproductive toxin. Inventories AUSTRALIAN INVENTORY (AICS): Not determined. CANADA INVENTORY (DSL): In compliance. CHINA INVENTORY (IECS): Not determined. EC INVENTORY (EINECS/ELINCS): Not determined. JAPAN INVENTORY (ENCS): Not determined. KOREA INVENTORY (ECL): Not determined. PHILIPPINE INVENTORY (PICCS): Not determined. 16. Other information Label requirements WARNING! COMBUSTIBLE LIQUID AND VAPOR. VAPOR MAY CAUSE FLASH FIRE. HARMFUL IF SWALLOWED. ASPIRATION HAZARD. HARMFUL OR FATAL IF LIQUID IS ASPIRATED INTO LUNGS. CAUSES SKIN IRRITATION. MAY CAUSE RESPIRATORY TRACT IRRITATION. . INHALATION CAUSES HEADACHES, DIZZINESS, DROWSINESS, AND NAUSEA, AND MAY LEAD TO UNCONSCIOUSNESS. HMIS® Rating Health 0' National Fire Fo- Flammability 2 Protection Health Instability Physical 0 Association -` ty Physical Hazard (U.S.A.) Specific hazard Personal X protection History Date of issue 07105/2006. Date of previous issue No Previous Validation. Prepared by Product Stewardship Notice to reader NOTICE: This Material Safety Data Sheet is based upon data considered to be accurate at the time of its preparation. Despite our efforts, it may not be up to date or applicable to the circumstances of any particular case. We are not responsible for any damage or injury resulting from abnormal use, from any failure to follow appropriate practices or from hazards inherent in the nature of the product Product ECD ULTRA LOW SULFUR DIESEL Product code 0000000795 Rage: 616 name Version 1 Date of Issue 07/05/2006. Format US -COMP Language ENGLISH. Build 4.2.8 ( ENGLISH