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Home My WebLink About20-482 D City of Zephyrhills ,-PER NUMBER; :: 4 5335 Eighth Street Zephyrhills, FL 33542 BGC-000482-2020 Phone: (813)780-0020 1' Fax: (813)780-0021 Issue Date: 09/03/2020 _Permit Type: Building General (Commercial) Property Number Stireet.Address 02 26 21 0010 02500 0011 6736 Gall Blvd Owner Information 'Permit Information Contractor.Information . Name: SYNERGY HOSPITALITY LLC Permit Type:Building General(Commercial) Contractor: BAHR'S ALUMINUM INC Class of Work:Reroof Address: 6736 Gall Blvd Total Valuation:$2,000.00 ZEPHYRHILLS,FL 33542-2511 Total Fees:$75.00 Phone: (813)479-7477 Amount Paid:$75.00 Date Paid:9/3/2020 10:40:54AM l � Project,Description. ALUMINUMN PAN ROOF Application Fees Building Permit Fee $75.00 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. Of fJ i Y CONTRACT6R SIGNATURE PEfA IT OFFICE PER T EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-7e0-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 7/28/2020 Phone Contact for Permittin 813 782 - 3513 Owner's Name Synergy Hospitality LLC Owner Phone Number 813-479-7477 4n Owner's Address 1 6736 Gall Blvd,Zephyrhills, FL.33542 owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6736 Gall Blvd, Zephyrhills, FL. 33542 LOT# F SUBDIVISION Zephyrhills Colony Co PARCELID# 02-26-21-0010-02500-0011 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED ® NEW CONSfR e ADD/ALT = SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM ® OTHER Aluminum TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK New Pan Roof to Cover Vending Area BUILDING SIZE 15X15 SQ FOOTAGE 225 HEIGHT ®BUILDING $2000.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -1 BUILDER COMPANY Bahrs Aluminum SIGNATURE REGISTERED I JYJN I FEE CURREN I IYTN Address 86 all Blvd,Zephyrhills, FL.33541 1 License# I CRC057444 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LILN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safely Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Slormwaler Plans w/Silt Fence installed, Sanitary Facilities&1 dumpsler.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. "PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PloUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance With state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area Within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO O AIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF MENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and sworn or ffrme b fore��mne this by 7-27 20,1 by Gicrc4l Who is/are personally known to me or hasihave produced W o is/are personal known to m or has/have produced as identification. L. as identification. Notary Public Notary Public Commission No. 0-mmission No. STEVE AGE II 01_Y lli _bit #GG331647 Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped EXPIRES:MAY 07,2023 0FN Bonded through 1st State Insurance nts ,rx ALUMINUM &_ CONSTRUCTION . 8607 Gall Blvd,Zephyrhills FL - (813)782—3513 To Whom It May Concern This Letter Serves to approve the following individuals as "Authorized Agents" on behalf of Marty Monbarren doing:business as Bahr's Aluminum & Bahl's Aluminum and Construction : Steve Page 11 Diona Arfaras Kenten Monbarren Spenser Bahr Nick Burgess Regards, Marty M barren-Contractor State of Florida County of Pasco The foregoing,instrument was acknowledged before me this day of ON 20ZO , by(name of person acknowledging.) (Seal) f�Iu Signature of tary Public, Type/Stamp Name of Notary Personally known: Produced Identification: Type of Identification Produced: n MELISSA L:QUATTLEBAUM Notary Public-State of Florida :Iv- my Commission#GG 906411 M commission Expires Y August 22, 2023 .• �ryS�-af Sri S Mt�ke! � S 3„ � �a J �umrv�uvn n ~73-� C--7-1 I Ire I -XD : 30 w Lq 1!ercii.; ALL WORD SHALL COMPLY WITH PREVAILING CODES FLORIDA Bu;LDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY Or-ZEPHYRHILLS ORDINANCES �� REVIEW DATE JUL � '20 CITY OF ZEPHYRHIL PLAN EXAMINER Business & Professional M ' BCIS Home I Log In i User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I contact Us I BCIS Site Map I Links I Search I Florida ��-1 -�I Product Approval d r USER:Public User Product Approval Menu>Product or Application Search>gpplicatlon List>Application Detail FL# FL19131-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Four Seasons Building Products Address/Phone/Email 7815 American Way Groveland,FL 34736 (352)787-7766 bkaufmann@fourseasonsbp.com Authorized Signature Bill Kaufmann bkaufmann@fourseasonsbp.com Technical Representative Bill Kaufmann Address/Phone/Email 7815 american Way Groveland,FL 34736 (800)342-9077 bkaufmann@metalsusa.com Quality Assurance Representative BILL KAUFMANN Address/Phone/Email 7815 AMERICAN WAY GROVELAND, FL 34736 (352)787-7766 Ext227 bkaufmann@metalsusa.com Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Do Kim,P.E. Evaluation Report Florida License PE-49495 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 02/16/2020 Validated By James L. Buckner,P.E. @ CBUCK Engineering C6 Validation Checklist-Hardcopy Received Certificate of Independence FL19131 R1 COI certificate of lndeoendence.pd Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1504 1507.4 1609 2002.4 Product Approval Method Method 2 Option B Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 19131.1 3"aluminum riser pan&2.5"Twin Aluminum roof panels for patio covers,carports,walkway Vee panels covers,roof over screened walls,outdoor patio products Limits of Use Installation Instructions Approved for use in HVHZ: No FL19131 RI II 2017 Four Seasons Aluminum Riser Panels Approved for use outside HVHZ:Yes Install DWG.pd Impact Resistant: No Verified By: Do Kim PE 49497 Design Pressure: N/A Created by Independent Third Party:Yes Other:see installation sheet for span tables Evaluation Reports FL19131 R1 AE 2017 Four Seasons Aluminum Panel Evaluation Regort,p Jd Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �tfv R-1.5-1 PON 92E Credit Card Safe FOUR SEASON PRODUCT APPROVAL DETAILS: • ELDG CODE: 2017 FLORIDA BUILDING CODE �J BUILDING PR Do ICIM HVHZ: NOT FOR USE IN HVHZ &ASSOCIATES, LLC LOCK PANELS TO INSTALL • LIMITS OF USE: FOR PATIO USE ONLY. C O N S U LTI N S -CARPORTS STRUCTURAL -PATIO COVERS E N G I N EIE R S -SUNROOMS -SCREEN ENCLOSURES PO BOX 10039 -CANOPIES Tampa,FL 33679 -OTHER SIMILAR MINOR STRUCTURES 0.750" Notes: RevJDat Description n 0iI 1. Aluminum roof panels shall be 3105-H24 for 0.024"riser pan panels,3105-H28 for 0.030"riser pan ISSUED o panels,and 3004-H24 for 0.027"and 0.040"Twin Vee panels or approved equal. 0 2. Roof panel metal thickness tested:Nominal 0.024"&0.030". b to o 3. Product materials conform to ASTM B209. 0 0 0 0 4. All inside bend radii are 0.047 unless otherwise noted. Q 0.230. 5. Standard Manufacturing Tolerances: 0 0200 Dimension+/-0.005 0 o Radius+/-.005 en en n RIB TYP.) H Angle+/-1° ( 6. Product test report for 0.024"and 0.030"Thickness Rolled 3"Riser Roof Panels,Test Report No.: tY bh C) 45' (TYP.) F7038.02-5401-44,April 20,2016.ASTM E330/E330M-14.Architectural Testing,Inc.an Lntertek ang company,2250 Massaro Blvd.,Tampa,FL 33619. H 7. All product performance specifications and construction requirements shall be engineered by a o m licensed design professional in accordance with the Aluminum Design Manual,.Specifications& D- W w o Guidellines for Akfminam Stnuctures.Wind resistance in conformance to FBC Chapter 16 for _c j 5 RIBS PER PANEL, EQUALLY.SPACED Components and Cladding Loads,ASCE 7-10 Chapter 30 for Roof Components and Cladding for O ea Enclosed and Open Structures.Effective area for wind load calculations based on 36 sq.feet m 11 rn (absolute value of controlling design pressure is shown on span tables). In Of c 0)w 12• 8. Span schedule show maximum roof panel spans between supports.Max.span deflection limit L/60. 0 Z O 9. Mean roof height of structure shall not exceed 15 feet above grade.Span tables for open structures d a U w based on 5*max.roof slope.Span tables for enclosed structures based on 27°max,roof slope. t1 3"RISER ROOF PANELS 10. Each roofpanel shall be connected per design professional's instructions,but shall have min.of 1p ZZ 0 0- (3)-#10 SMS w/neoprene gasket and washer at each support point(or other approved connection by design professional)w/min.0.040"thick,6063-T6 aluminum base metal. F a j H F_ tY c0 Exposure B ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table W V O 0 Sao OPEN STRUCTURES OPEN STRUCTURES U W Q? Wind Speed Design Pressure 0.024"span(ft) '0.030"s an(ft)' Wind Speed Design Pressure 0.024"span ft 0.030"span(ft) 0 ¢O 110 18.4 10.25 12.44 110 22.2 9.38 11.61 DRAWN BY: DYK CHECKED BY: DYK 120 21.2 9.60 11.71 120 25.0 8.79 11.20 SCALE: ASSHOWN 130 24.8 8.84 11.17 130 30.0 7.79 10.68 DATE: 3116114 .140 .28.8 8.10 10.80 140 34.8 6.81 10.21 150 33.0 7.19 10.38 150 39.9 5.78 9.17 Y ram" 160 .37.5 6.27 9.95 160 45.4 4.71 9.15 ,` O"•Y.••k�Tpp� O.��EEN,&--/ G DOMEON KIM;-P..E. Y • FLA.REG.1IUMBEl49491;' Exposure B 1ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table : 0`21M akAssO cwTEsG Lc 40 ENCLOSED lATrACHED STRUCTURES. ENCLOSED ATTACHED STRUCTURES aOT'., apC42 8 7 Wind Speed Design Pressure 0.024"s an(ft) 0.030"s an(ft)- Wind Speed. Design Pressure 0.024°span(ft) 0.030"span(ft). ��,tCs;•:F< gpf'�:33 � 110 19.0 10.00 12.25 110 23.0 9.21 1L18 This Item,has beenelectronlcatly signed and sealediry Dp�t"ILrtr,QEr ns`� 120 22.6 9.30 11.59 .120 27.3 &37 10.94 anthf,d,t,,,Ing,Digital Sig,M,r,,P,1,1,dcoples ofthf T 130 26.5 8.49. 1L05 140, 32.1 7,35 10,gg d-seemarenot-ndered signed and sealed and the signature must be vedned an any electrum-pies. 140 30.8 7.86 10.60 1 140 '37.3 6.35 9.97 2017.10.1810.22:29�04'00' 150. 35.3- 6.73 10.15. 150 42.7 5.23 9.42 Drawing No.-240316 260 40.2 1 5.73 9.67 160 4&6 - 884 SHEET 1OF2 F FOUR SEASONS BE BUILDING PRODUCTS LOCK PANELS TO INSTALL D❑ KIM &ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa,FL 33679 R.Y t Descri lion 12.661" ISSUED (\l p 0.151" 0.947" 0.236" -�0.995" co 0.725" p 0.750" C) p 0.0981, I �T75" T0.247" } -`Lo CO 0.130" 9a 0.1 1.02 "" 1 a 5 N o 0.350" 0.093" R=0.29" 0.350" TYP. tz co 0 W m �� O 1.480" 1.895" 2.207" 2.207" -1.895'L- 1.536" m ocd cd of C J W 11.920" � ZW o N QU N WOK F-� 2.5"RHINO TWIN VEE PANELS LL p EL a �Uiof f- Expos re B ASCE 7-10 Ultimate Design Pressure S an Table Ex ure C ASCE 7-10 Ultimate Design Pressure Span Table Z of z O w OPEN STRUCTURES OPEN STRUCTURES W L K C) Wind S eed Design Pressure 0.027"span(ft) 0.00's an(ft) Wind Speed Design Pressure 0.027"span(ft) 0.040"span ft U ' 4 v 110 18.4 13.34 16.41 110 22.2 13.01 16.00 DRAWN DY: DYK 120 21.2 12.56 15.45 120 25.0 12.56 15.45 CHECKED BY. DYK 130 24.8 11.97 14.73 130 30.0 11.97 14.73 SCALE: ASSHOWN _140 28.8 11.57 14.24 140 34.8 1L44 14.08 DATE: 3/18/14 150. 33.0 11.13 13.69 150 39.9 10.88 73.39 LL 160 37.5 10.67 13.12 160 45.4 10.25 12.61 �1 Y. DR. ON RIM;P.E. a FLA, f2� bM8EI4'49497:_ Exposure 8 JASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table ,-D*:` : 'DO'KIM&*ASSDCIATEq-wl ENCLOSED ATTACHED STRUCTURES ENCLOSED ATTACHED STRUCTURES 'A`. -'cAq,zs887 ; O`. \� P,p��lc loo3ytti Wind Speed Design Pressure 0.027"span(ft) 0.040"span(ft) Wind Speed Design Pressure 0.027"s an ft 0.040 s an ft' T P Tampa L 33fi 110 19.0 13.21 16.10 110 23.0 12.71 15.50 "FS,.... �. O7� 120 22.6 12.50 15.24 120 27.3 12.44 15.16 Thisitemhasbeenelearonlallyslgneda.,I-ledbyDOY�'S� AL 130 26.5 11.92 14.53 130 32.1 IL92 14.53 Kim,PE-this dateusing a Digital Sig,--Pdnted coples rt s olthls d-ment are not considered signed and sealed and 140 30.8 11.43 13.94 140 37.3 11.33 13.82 me,lgnat"m mmt bevermedun anyeleatro-ples 2017.10.1810.213301 W' 150 35.3 10.95 13.35 150 42 7 10.71 13.06 Drawing No.-240316 160 40.2 30.43 1271 160 4&6 10.05 12.26 SHEET 2OF2