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Home My WebLink About1100 RINEHART RD 18-3603Y Of 1I&SXNFORD BUILDING DIVISION PERMIT APPLICATION Application No: / -3&tgz- ,t N Documented Construction Value: $ `�� /SS Job Address: 4100 RI ?��l && Ed "T&E- &onr r+,}fstorlc District: Yes No❑ Parcel ID: _ I ' .iJ" �-()O, R 6(-5 OC Residential ❑ Commerclalg Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo❑ Change of Use ❑ Move ❑ Description of Work C (QLC—e Q ' 0-P0110, r0010 2 'pQGkOCK HVfiC (,;r i+ Plan Review Contact Person rJ r" //CrlC'_ Title: MA,V/16a`-K- l Phone: Paz a a . Property Owner Information Name AN LUXURY1106Ks eFt-5—& P&01 P one: Street:26bJ�:'w 4''Wac 141" n cor Resident of property? city,statezip: VT R— 33307 Contractor Information -�l, Name 0(210100 ViY MCeS Phone: (jRgN3,;� Street. (oUS JjL44*A,i'V-X C1ty,Statezip: Name: CIty, St, Zip: Bonding Company. Address: Paz State License No.: -jaA<,' t 8 f 11 q!? ArchitecUEngineer Information Phone: Par: E -mall: Mortgage Lender: WARNING TO OWNER: YOUR PAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Applkstion it hcrcby made to obwn a pandl to do the work end hvlallstions M Indicated. l ardfy dust no work or hulalLson hu mmmemxd prig to the IMuana of a pandt and flat all work will be performed to meet standards of eV ism regulating construction in this)urtadiction. I understand dist a separate permit mast be secured for decrial work, plumbing, dgm, wells, pools, furnaces, bogers, heaters, lanky and air wndItIomm Oct. Scanned with CamScanner PBC (05} Sbatl be Coalbed web the date of appi{utLon and the code in effectu of tbat dates & P.dlllon (2017) Plorlda Building Code NOTIC :In addition m the requlremmts of this permit, there maybe additional tatriceons spplicable to this property Ont ntrybe farad in the public records of thH county, and there =y be additional permits required fmm other governs Aul entitles such as water mansgcment diluus, risk agenda, or federal agenda. Acceptance of penult C wacation that I will notify the owe of the property of the mqulrmnene of Florida Ikn Lw, FS 7 B. The City of Sanford requires psyment of a plan tevtm fee at the time of penmit subml". A copy of the exemted Conan is required In order to calculate a plan review dwM and will be considered the umated construction vigue of the)ob at the time ofsubmgnal. The actual construction value will be figured based on the uureot ICC Valuation Ttbte in effect at do tune Ne pavill B luued. in wcordance wall "ordtnanu. Shouldakulaeed dorga figured olfthe executedmntna exceed the actual construction value, credit will be applied to lvur permit fes when the permit C blued. OWNER'S AFFIDAVIT: f certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. gj� //f- /Z Pr1aI Co dafAgaie e SI ell NouryS.re of t4alAs Dvsc UCa' E&A M1dk-9YrYF Owner/Agent is_ Personally Known to Me or ds+ielo ++� er Helly Known to Me or Produced ID _ Type of ID` _ '�I D BFT OW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Gas ❑ Roof ❑ Construction Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: S of Storied: New Construction: Electric - M of Ampe Plumbing - i of Fixtures Fire Spriulder Permit: Yes F] No ❑ r of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING• — -W COMMENTS: Scanned with CamScanner NOTARY C„_,ERTIFICATE This Notary Certificate is attached to the City of Sanford Building Division, Permit Application for the property located at 1100 Rinehard Road, Sanford, Florida 32771, signed by James R. Bender, Manager/President of AN Luxury Imports of Sanford, LLC, on August 9, 2018. STATE OF FLORIDA ) SS COUNTY OF BROWARD ) On August 9, 2018, before me, Charlene J. Williamson, Notary Public, personally appeared James R. Bender, Manager/President, of AN Luxury Imports of Sanford, LLC, a Delaware limited liability company, personally known to me to be the person who No executed the foregoing City of Sanford Building Division, Permit Application, for the above property. fol &VA11 ! � , M11 N•�;;«<aCHARLENE J. WILLIAMSON My Commission Expires: (IC10r Nos:ry Public - sate of FWda Commission M FF 979317 My Comm. Expires Apr 11.2020 1�� 60r�dad tMeupt++ tgi{o�i Motsry A:so. Scanned with CamScanner i 1 ._ _ • ',! - .. �� t ';� .. • .. j � � - _' `: .. - �. _ .. i 1 ._ _ • ',! - .. �� i 1 i i • ? ,, i i �� '-1 'I AR Building Air Services, Inc. Quote #: 106104 6785 114th AvenueLo, FL 3377308/07/2018 BUILUINLargo, 9 ,„r r„Tuac or 7170 F SE.I,<E (888) 528-3688 printed Date: 08/07/2018 Autonation, Inc. AutoNation Shared Service Center 2220 Chemsearch Blvd. Suite 150 Irving, TX 75062 DETAILED SCOPE OF WORK hip To: Store #: 2115 AN -Mercedes Benz Sanford 2115 1100 Rinehart Road Sanford, FL 32771 RTU -1 Trane Mod. TSC120A4RGAOYA Ser. 310101697L During the service call we found both stages with clogged distribution headers and the second stage compressor locked up. This unit has had multiple compressor failures. These failures have created caused residue build up in the sealed system that cannot be removed. The base pan of this unit has severe rust that cannot be repaired. Due to the age, condition and cost of repairs we are recommending the replacement of this unit '' ° "s '""`�'' ”` Unit Price Quantity Extended Price Unit Item Description si _ _ t w``� .�. Install new service disconnect $294.50 1.00 $294.50 LABOR $70.00 24.00 $1,680.00 Permitting and inspections 10 Ton Trane rooftop package unit with 18KW heat and motorized outdoor air damper Crane Hurricane fastening and tie down Reconnect to existing electrical $361.00 1.00 $361.00 $9,392.44 1.00 $9,392.44 $1,050.00 1.00 $1,050.00 $150.00 1.00 $150.00 $187.50 1.00 $187.50 Total $13,115.44 Agreement: If you have any questions or comments on this proposal, you may contact me at (800)-528-3688. You may fax your approval to (727) 573-9578 or email to dispatch@bas-services.com. Thank you for the opportunity to serve you. All material is guaranteed to be specified. All work to be completed in a professional manner according to standard practices. Any alteration or deviation from above specification involving extra costs will be executed upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tomado and other necessary insurance. Our workers are fully covered by Worker's Compensation Insurance. This proposal may be withdrawn if not accepted within 30 days. Accepted by �� Day of_LV1_0V V 2018 PO # (if used) �� Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. 1of1 \16r City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: August 27, 2018 Project: HVAC Roof Top Replacement Contact Person: Ken Fuller Job Address: 1100 Rinehart Road Contact Phone Number: Application Number: 18-3603 Contact E-mail: kenneth bas -services Contact Fax Number: ARCHITECTURAL 1. No comments. STRUCTURAL 1. No comments. MECHANICAL 1. Nee AHRI certificate of product rating for equipment. 2. Ned Manufactures anchoring specifications for securing unit to curb. 3. You can email me the above. PLUMBING 1. No comments. ELECTRICAL 1. No comments. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner Grant Mal' Clerk Of The Circuit Court & Comptroller Seminole County FL Inst #2018161414 Book:9204 Page:778; (1 PAGES) RCD: 9/5/2018 11:45:52 AM REC FEE $10.00 CERTIFIED COPY GRANT MALOY CLERK Of THE CIRCUIT COURT AND COMPTROLLER SEMINOL d UN"f Y, FL RIDA THIS INSTRUMENPREP RREE�D-BY: BY / �] - Name: I �t ( 'UCP •CLERK Adores a rt/!1� r��Y `!�i OatP NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. Parcel to Number: 32-19-30-300-0098-0000 The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Infonnagon is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) SEC 32 TWP 19S RGE 30E W 17112 CH OF E221/2 CH OF SW 1/4 N OF RINEHART RD 1100 Rinehart Rd Sanford F) 32771 GENERAL DESCRIPTION OF IMPROVEMENT: Replacement of one rooftop package HVAC unit OWNER INFORMATION: • Name: AN Luxury Imports of Sanford L.Le- Address: 200 SW 1st Ave FT Lauderdale FI 33301 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Building Air Services Address: 6785 114th Avenue Largo FI 33773 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Uenor's Notice as Provided in Section 713.13(1)(b). Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I. SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under entities of perjury, I declare that I have read the foregoing and that the facts stated In it are true Zy to the at of my knodge nd belief. rTam,s R- AI�fP, MHNA6fR1�F.5/[ifnfj D sSlpnel a O+mers dnted Nan. e Steh ile 713.13(1N9l: - The owner must sign the notim of camman.ament and no we else maybe permitted to sign in his or har shied.' State of FL m l dp County of i3R Ct.) /] Thee foregoing Instrument was acknowledged before me this day of A16 U ST- . 20 by t)-arnfs R �„� -. /lFlIA/t!6) a % Who is personally known to max Na me or penonmekhg statement g OR who has produced identlflcalion ❑ type o1 identification produced: =WILLIAMSON State IMSON �State of Floritla , # FF 979347Not gntura Mres Apr 1 I, 2020Btional Notary Assn. NOME ALL DETAILS HAVE BEEN DESIGNED TO MEET ALL ANTICIPATED LOADING CONDITIONS OUTLINED IN THE 2014 EDITION Or THE FLORIDA BUILDING CODE NOR A 14OMPH, R16K CATRWRY II, RkPOWRE "a" WIND LOAD EVENT, ASCE ASCE 7 Hamrds Rapport Addres8: Standard: AGCFJSE17.10 E19WIon, 691501t (NAVD 80 Memedw-a nz-1100N'lejl) Rtategpry: II L9tttWo: 211.7919 S9rdord, So't€ Gla9s: b - sm Sall Loltgititde: -61.34106 PERMIT # 1111111111Irlt, i OV.. r4r �; .! No 5428 //ffff11111111{111 Results: Wind Speed: la4 Vmph 10 -year MRA 79 VAO 25 -year MRI 93 Vmph 50 -year MRI 102 Vmph 100 -year MRI 112 V1npt1 Data Source: ASCMEI 7-10. Fid. 26.5-1A and Figs. CC-1—CC-4. Incaporathig errata o1 Match 12, 2014 Date Accessed; Tue Aug 28 2015 Value provided is -,second gust wind speeds at 33 fl above ground for Exposure C Category, based on linear Interpolation between conmurs. Wind speeds are It lerpolatett In accordance whh Ute 7-10 Standard. Wind speeds correspond to approdmately a 7% probablllty o1 exteedance In 50 years (annual exceedance probablllty = 0.00143, MRI = 700 years). Mountainous terrain, gorges, ocean ph"Ontories, and spaaai wind regions mould be examined tar unusual wind 1\OE PROJECT Na. 18 -BAS -001 PROJECT: Cot'suL n�FC SFR{1riS LLCRB Auto Nation Mercedes -- BRAWN 1100 Rinehart Rd APPROVED RMB Sanford, fl 32771 .. ,,.� 09/28/2018 sx_t OF 2 OFFICE NEW RTU TO EXISTING ROOF CURB 07- �p R ow., . L� o=Ld � Z uhf Ld V)2 zsRa6 � I a� fee a M. i�0,.%,o o� � .. ,GSM .. ��► '. ONO N 61428 .0 STAT F a� ' E�� rrrri��ft '8-g'S-001 PROJECT: RBE ` PROJECT NO. Auto Nation Mercedes i C.O�YSULTINGSERVICE, LLC RB -. — - DRAWN 1100 Rinehart Rd APPROVED RMB Sanford. fl 32771 r: xt.a.: .. % .., , :c,r.:•.I:.i •;.a -2018 DATE NEW RTU TO EXISTING ROOF CURB DATE No. SK -2 2 Saab - e aulSO (041 4n) acru 1�uVIPin 333 titioua:+nwo :N) in^ tvat%H33a cur: an ^t amb A. il�•�l �a as r. yaw do.(. ;aaz� . anu5tO l`t'R.rytil emu j wy Su scod /r 35 TAU1,5140a ,v. 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O6 -L goey uo peseg .uopsulwaeieQ peo7 pulM . ue if -dly 4/ • NO 1 _.: (114 4l =: fbd : SUOI6J9AUO3 ;jUn na mm ;o uoi;oeuuoo Jo GMM woo-soe4i'mmwellsgeM UN -96L -Lot Xd 99LZE'IA ^opelno-lino Neo 111d9,9L9Z woo,llew600llsoacp ;I119w3 OZK-96L-L04 :Hd 377 'saolmoS sullinsuoa ggal RSE Consulting Services, LLC PH: 407-798-3820 Emaik rbecsllc(§gmall.com 2875 Split Oak Court -Oviedo, FL 32786 FX: 407-798.3671 Websfte: www.rbecs,00m Kzh= I.o EO: 28:8-1 KZ := ().7 Table 29.3-1 Kd:=O.a Table 28:8-1 �I/�� 'T orw.rrcarra &KAMM Y ar L7V bat �TaWa1lWAN10M OW Bma�a adf IVsi aid Mi�nYls4ThiddMd hwrisdAridNa. ar�rir�ra.r�� Te�14w� 'fYuPh�Y�• SII�ereeader 0.91 les net goA4deYnlirdbl 'tines W IJ aaeeA W ass �Yhem4 wM �emEleoYn1 title W epxeYf Y0e(ki mear.�en alSrgyYlssarm vbcntimddiMwmNmlo r+asA.i Mail Abo" rM•I Aa � K 6 R M - 9 la! IrwMAJ a tat w u9 ;n 1 .3 ,H A A Qd/ 1 LIN wrfirlP _n.96 las t.90 299 las 1.45 Ian lal 1.40 I. ss 1 143 1.58 (41A Af i I Ix Lag 1,'A 3.fi8 900 I C9 IA 3.59 3.75 1 lf/aT 1 lA6 L75 30 aaa WWI lA9 1.Ha 450 L42b ld7 1,95 1.M 500 LV.6 116 S.H 180 7frtaq: 1. The veladtypn>mreapaaum aee}ldem lCamylM dalmNaadtivm me>m0ewle}y fvmAa: Par IS RSzi§ Rxa<15 H. ]r,-iAl (v}r X. -2.01(114e ew0d �I/�� lew71>.sr«feawaeghas orw.rrcarra ar Y ar L7V �TaWa1lWAN10M OW Bma�a adf IVsi aid Mi�nYls4ThiddMd hwrisdAridNa. ar�rir�ra.r�� Te�14w� 'fYuPh�Y�• SII�ereeader 0.91 Bhoriz:= 2U0 • ft Lhoriz := 200 • ft h:=30•ft Afl:=(A+B)•C Aft=47 ftp Aft:=(A+B) •D Af2=28ft' She=(0.00256•Kz•Kzt•Kd•V')-psf 9h=30psj SW:= MU+CW SW =096 kip Self Weight of RTU & Curb OM = Overturning Moment RM = Resisting Moment Horizontal Dimension of Building Normal to Wind 2 sued zaam tahoYYd St Tabla M9.t. 7. LbMrmr:peLtlm>hrleteenedlt0e valor oYhd�la feenepsblw 4. SSpah¢e aatgi�iea a[a dalita+d u Soman 75.7. Direction Horizontal Dimension of Building Parallel to Wind Direction Mean Roof Height Area of Unit Along Length of Unit Area of Unit Along Width of Unit Velocity Pressure i .A../ REE Consulting Services, LLC PH: 407-798-3820 Email: rbecslic@gmail.com 4875 Split Oak Court -Oviedo, FL 32788 FX: 407-798-3871 Website: www,rbacs.com Transverse Horizontal WL Longitudinal Horizontal WL •Fu,'=rp,•OC,,nI-AJ''/ l'ir,=4.3; kip F1i1:-q,,•GC'dt•AR l'i,,=-`'''kip WL Transverse Vertical OC,yt := 1.5 WL OC'0 = 1 S Longitudinal GC,,.I - 1 5 Vertical GC„,, =I Fr,'=9,i'OCPa•Rfl Fw='-.107 kip F,1' 2L•GC,,,•AJ2 F,;,=1-269 kip Loading Design Transverse Loading OMr:=0.6Fpt•+B) Design OAfr=11.65ft-,ij, Longitudinal OML-n.nFi,t•+B) OMj,--- 7.016ft•Ar1 DOMT = 1 5.OMr Design Overturning DOML: - I.5.OML Design Overturning DOMr= 17.47/-4 ft • Aii, Moment - Transverse DOM = 10.524 ft.;;,1, Moment - Longitudinal ORMT =SW • Overturning Resisting ORMt.: -SW- ( Cl Overturning Resisting (V) Moment - Transverse Moment - Longitudinal ORMT=2.12 ft•kip ORMr, _, 5' ft -1,,i1 Compar•eT=`Fastening is Req. to Resist Applied WL Conditions in the Irmsvei r Direo ol1 Compares="Fastening is Req. to Resist Applied WL Conditions in the L,mgitudinal Dii 2non- DOMT-- ORMT1 DSRr:= + F Req, Fastener DOML - ORML DSRL:= —+-- F,,, Req. Fastener D 2 Resistance Capacity - C Resistance Capacity - DSRT=4.53 kip Transverse DSRL= 1.59 kip Longitudinal SC = 500 • lb SC i ;J, Shear Capacity of Each #14 Tek Screw DSRT Req. # of Screws Per Side to DSRL Req. # of Screws Per Side to NSRT = SC Resist Applied WL - Transverse NSR = SC Resist Applied WL - Longitudinal NSRT= 9.06 NSRL = 3.179 NSSRr:=NSRT+oS Net Req. # of Screws Per Side to NSSRL =NSRL+o.S Net Req. # of Screws Per Side to NSSRr= 10 Resist Applied WL - Transverse NSSRL=4 Resist Applied WL- Transverse (Screw Fastened) Attachment Along Length of Curb: (Transverse Direction) OptionlT-'NSSRT Option'T_-.9?05 in Determination of Required Spacing Spacing' T:=Option II. -0 < in SpacinglT 9 in Use NSSRT= I o Screws Spaced at SpacinglT= 9 in To Resist Applied WL In Transit. Direction Attachment Along Width of Curb: (Lonaitudinal Direction) Option]L NSSRL Option'L=2, 917 in Determination of Required Spacing Spacingl L:= Option IL -- 0 � in Spacingl L = 23 in C;ce NSSRL=4 Screws Spaced at Spacing'L=2, in To Resist Applied WL in Long. Direction RBB §:onsuldng Services, LLC PH: 407-786-3820 - 2875 Split Oak Court -Oviedo, FL 32766 FX: 407-786-3671 SSC = (". -/a-1) (0.0-151 in) (? - in) (0.45) SS('— 2.009 l;ij) MR NSRSSC ST:= DSC Number of Straps NSR'`,, := SSC Re Per Slde to NSRSF -= NNSRI, := NSRST + 0.; NNSRI, = 3 DSRT NNSR� RNSS'7:= RNSS7= 3.289 NRNSST := max (RNSST + 0.; • 0) NRNSST = 4 q4 Resist Applied WL - Transverse Net Number of Straps Req. Per Side to Resist Applied WL - Transverse NSRS,=0.791 JVNSRI, NSRS, + 6 y NNSR/, = i DSRt. Email: rbecsllc@gmall.com Website; www.rbace.com Shear Capacity of Each Strap � J Req. # of Screws RNSSL : = NNSRL SG Per Strap - Transverse RNSSL _= 2.462 Net # of Screws NRNSS, := max (RNSSL + 0.5.2.0) Per Strap - NR-,VSSL --_ 3 Transverse V to Roof Curb 012tion (Strap Fastened) Number of Straps Req. Per Side to Resist Applied WL - Longitudinal Net Number of Straps Req. Per Side to Resist Applied WL - Longitudinal Req. # of Screws Per Strap - Longitudinal Net # of Screws Per Strap - Longitudinal a Attachment Alona Length of RTU: LTransverse Direction) Use a Total of NNSRI= 3 189a Flat Straps Fastened to both RTU & Curb wl NRNSST = 4 Screws To Resist Applied WL in Transverse Direction Attachment Alona Length of RT".-ongitudinal Direction) Use a Total of NNSRL = i 189a Flat Straps Fastened to both RTU & Curb wl NRNSS, = 3 Screws To Resist Applied WL in Longitudinal Direction (RTU Clips) Shear Capacity of Each RTU SSC4 := 2. ,� - kip Shear Capacity of Each RTU SSC8: = 5.6 - kip Clip w/ (8) Screws Per Flange Clip w/ (4) Screws Per Flange DSR7 DSRT Number of RTU Clips Req. Per Side NSRS74 = NSRST4 = 1.618 to Resist Applied WL - Transverse NSRST8 .- NSRST8 = 0. x;09 SSC8 SSC4 Net Number of RTU Clips Req. Per NNSRTx := NSRST8, + 0.5 NNSR78 = i N1VSR := NSRS + 0.5 NNSR I,4 Ta T4 = Side to Resist Applied WL - Transverse DSRL DSRL _ Number of Clips Req. Per Side to NSRSL4 = NSRSL4=1168 Resist Applied WL - Longitudinal NSRSL8 :- NSR SL. = 0.2'o 4 SSC8 SSC4 Net Number of RTU Clips Req. Per Side NNSRLN := NSRSL8 -+- 0.5 NNSRLy = t NNSR NSRS O. IVIY,SX 1 L4 := L4 L4 = to Resist Applied WL - Longitudinal Attachment Alona Length of RTU: (Transverse Direction) Use a Total of NNSRT4 = 2 RTU Clips to fasten new RTU to new Curb Adapter w/ (4) Tek Screws Per Flange Use a Total of NNSRT8 = l RTU Clips to fasten new RTU to new Curb Adapter w/ (8) Tek Screws Per Flange Attachment Along Length of RT(k LLoagitudinal Direction) Use a Total of NNSRL4 = 1 RTU Clips to fasten new RTU to new Curb Adapter w/ (4) Tek Screws Per Flange Use a Total of NNSRLs = 1 RTU Clips to fasten new RTU to new Curb Adapter w/ (8) Tek Screws Per Flange