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MC-17-1138 Permit Na � �'' 138 Miami Shores Village Pelmit Typ#:,Mecha 1(C'll ;,Rest ntial 10050 N.E.2nd Avenue NEef'm Wo*cla,ssffca#io r ,A'C"g lacemnt Miami Shores,FL 33138-0000 Perri7lt Status:APPR©VEL) Phone: (305)795-2204 Issue Date: LExpiration: 11/1912017 Project Address Parcel Number Applicant 987 NE 96 Street 1132060143240 -rHomAs.,uHNsonl Miami Shores, FL Block: Lot: j Owner Information Address Phone Cell e.. LTHOLMASHNSON 987 NE 96 Street (206)351-1870 MIAMI SHORES FL 33138- 987 NE 96 Street MIAMI SHORES FL 33138•- ------------------ Contractor(s) Phone Cell Phone- I Valuat'oon: $ "13,671.14 REEVE AIR CONDITIONING INC (954)962-025 Total Sq Feet 0 Tons: — Available Inspections: Additional Info:REPLACE EXISTING THRU WALL AC'S WIT Inspection Type: Classification:Residential Final Approved:In Review Review Electrical Comments: Date Approved In Review Review Eie,-.trical Date Denies: TyFa of',Vork: „ Review Mechanical Scanning:3 Fees Due Amount Pay Y Date Pa Tion Amt Paid Amt Due CCF $8.40 Invoicc v MC•4-"7Y-63906 DBPR Fee $7.18 DCA Fee $718 05/23/2L',7 Cre,jit 'arc 14 .5 $50.00 Education Surcharge $2.80 04/25/2C 17 Chec' �:Ej45 $ E101 $0.00 Permit Fee $478.49 Scanning Fee $9.00 Technology Fee $11.20 Total: $524.25 I In consideration of the issuance to me of this perrr t, I agree to perform the work covered hereunder in compli ince with all ordinances and regulations pertaining thereto and in strict conformity with the plat s,drawings, statements or specifications submitted to the prol ar authorities of Miami Shores Village. In accepting this permit I assume responsibility for all � ork don- c. 1'. 1 understand that separate permits are required fcr ELECTRICAL,PLUMBING,MECHANICA ,WINDO1Mc, nnrnRc POOL wo,c. OWNERS FIDAVIT: I certify that all the foregoing informatcn is accurate.. a:,d that all work wil. be dine in com rliance with all applicable laws regulating constructs an min uthermore,I authorize the i hove-named contractor to r♦p the work stated. Ma I 2L, 2317 Auth ed Signature:Owner / Applica it / Ccntractor / 4,3em Date Building Department C®pyir May 23, 2017 1 sl-Epf[E� �� V Vj \` 5 Miami Shores Village Col ®� ®� Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 (�\ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �� FBC 201 BUILDING Master Permit No. go- PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: IF2� LIE 2011 'irl City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: t 3 ZD IP-c>19 -3 Zq U Is the Building Historically Designated:Yes NO Occupancy Type:�_Load: Construction Type: 1DFlood Zone:X BFE: FFE: OWNER:Name(Fee Simple Titleholder): 7 -A Phone#:(zcc-) 3s]—In l C� Address: ��t4a City: H i '�;*6y,6 4i State: t zip: -7 t 3 L Tenant/Lessee Name: Phone#: Email: P CONTRACTOR:Company Name: RGEigtfle Phone#: !91V-& 2,412.f Address: J®� unK ky City: ffA Lf_A r4 A A_4State: +L Zip-2 _v Qualifier Name: � 67'ro gn=ozE Phone#: State Certification or Registration#: CAC ®2S!y F Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 13 (� (,� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: l�E; ALS �X�S�c�l� "L lZ1s��„/AI.L l��S �l�Tak tAF_V-/ ILI)Vi', --S?j2L--i F Specify color of color thru tile: Submittal Fee$ , Permit Fee$ e $ CO/CC$ WD Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing Information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu re Signature OWNER or AGENT CONTRACT R The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 3'D day of loC�'-G� 20 1-1 .by day of .20 by `TVLA5101" Liyit -\ who is personally known to 1&'r€D4464 /REC-4.6 who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: X�:4-).L Tbin Print: Seal: 0 Se PATRICK 8T Q6'g10N��'•`•� �i� P ACKPOOLE • 9FL i N: BIN% � APPROVED BY U •' JPIa1Examiner Aittn Zoning llll 11111% Structural Review Clerk (Revised02/24/2014) �S ORS s Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Ra Tel:(305)795.2204 Fax:(305)756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change-out must be on its own data sheet. Multiple units on single sheets are not acceptable. Zf Job Address(where the work is being done):� 1 G 26 9, - City: Miami Shores Village County: Miami Dade zip Code: 3lJ ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED s Change disconnecting means:YES❑ NO❑ ARHI Sheet Attached:YES 9/NO❑ Contract Attached:YES UNIT BEING REPLACED DATA NEW UNIT (_ VtVi S MANUFACTURERIiSQ AHU or PKG.UNIT MODEL# q t! of i. COND.UNIT MODEL# 9'110MR.36_n2- ,3 J KW HEAT NOM TONS AHU CU PKG 1)M.C.A AHU CU PKG AHU CU PKG 2)M.O.P AHU CU PKG AHU CU PKG 3)VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 2. Maximum Overcurrent Protection(Fuse/Breaker Size): 3. Voltage of Circuit(208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: l� 6°?017 10*146e• -�Vg State Certificate or Re4istration No. C4 r4 d ��7�(Certificate of Competency No. Signature Date: ' 24 /7 (Quaiiflees signature) (Revised02/24/2014) Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/repofJsummary OFFICEON THE PROPERTY APPRAISER Summary Report Generated On:3/23/2017 Property Information d :, 3 " Folio: 11-3206-014-3240 s Property Address: 987 NE 96 ST F Miami Shores,FL 33138-2523 THOMAS P JOHNSON Owner THERESE L R DAY Mallin Address 987 NE 96 ST r g MIAMI SHORES,FL 33138 USA 1 PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ 6 j Rid 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT Beds I Baths I Half 4/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft ATaxable Value Information Adjusted Area 2,805 Sq.Ft Lot Size 11,500 Sq.Ft 2016 2015 2014 Year Built 1938 County Exemption Value 1 $50,500 $50,500 $50,500 Assessment Information Taxable Value 1 $128,199 $126,957 $125,549 Year 2016 2015 2014 School Board Land Value $321,563 $350,796 $218,776 Exemption Value $25,500 $25,500 $25,500 Building Value $195,228 $195,228 $190,179 Taxable Value 1 $153,199 $151,957 $150,549 XF Value $1,227 $907 $909 City ....................................................................................___........................... _.._....._. Market Value $518,018 $546,931 $409,864 Exemption Value $50,500 $50,500 $50,500 Assessed Value $178,699 $177,457 $176,049 Taxable Value 1 $128,199 $126,957 $125,549 Regional Benefits Information Exemption Value $50,500 $50,500 $50,500 Benefit Type 2016 2015 2014 Taxable Value 1 $128,199 $126,957 $125,549 Save Our Homes Assessment $339,319 $369,474 $233,815 Cap Reduction Sales Information Homestead Exemption $25,000 $25,000 $25,000 8�e Previous Price Book-Page Homestead Qualification Description Second Exemption $25,000 $25,000 $25,000 Homestead 02/21/2017 $675,000 30429-0879 Qual by exam of deed Widow Exemption 1 $500 $500 $500 /11/2013 $100 28626-0257 Corrective,tax or QCD;min Note:Not all benefits are applicable to all Taxable Values(i.e.County,School consideration Board,City,Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOTS 13&14 BLK 77 LOT SIZE 100.000 X 115 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disciamerasp Version: Property Information 5 Folio- 11-3206-014-3240 987 NE 96 ST Air Conditioning,Inc. Property Address: Miami Shores,FL 33138-2523 srra B is5� Stephen Reeve _�I, vuf,ww.ReeveAC.com State Lk:.CAC 026438 THOMAS P JOHNSON� Owner THERESE L R DAY Dade 305-758-4731 FAX 954719-5391 Broward 954-7844481 Toll Free 800-982-3383 Contact@ReoveAC.com 2501 S. Park Road • Hallandale, Florida 33009CA ch, oo® Fr n tel ' l � AP .00, Ae rt'9 cl) eq-.,A u� �� NT a AV 9,OW •e• . . . . . .. djJanl�. oras VsMage APPROVED BY DATE Ve �ZOil•9NG DEPT ... • •.• . . . n ® D ry p FR®/VT �2�tC P'� L� GiLd._Y— Y 0:0 •• • • • • 0:0•• • • fl �'�TQMPLIFA31 LL FE' (7 • •iIJI_l=S ••• • • • ••• • • T EFF AIR CONDITIONING. IN SINCE 1957 9999 E—Mail: Contact Ree.veAc.cctm www.ReeveAc.com Stile Licensed CACC254 0& InsOMP •••••• .. 999 2501 S, Park Rd, Hallandale, FL 33009 6roward 954-764-4461 Fax 954-719-6391 0 9.Q,4d® 3O5;Zj$`4 731 ..•.:. • 090.9. 0 9999 9900.. .• . • . NAME Tot][Johnson DATE: 04/20/2017 6469 • •• 0000. 9999.. • ... 60.09 STREET: 98°7 N.E.96 St t. ATloN: •. .• .. . 000000 CITy� Miami Shores sTA:M FL ZIP; ; 0 •, • 0000.. PHONE: 206-351-1870 E-MAIL: rainci om ail.co •••••• - 0900.• a" 0We appreciate the opportunity ro providle this Proposal°far anew Nigh E�eierat Split A/C System with the,followin specgo*fWpfions, 2.8 Ton Friedrich Condensing Chit REEMR36TQY3JMA [min/max fuse 17/25 ] 3 Fan Coils: REEMW09Y3J x (2) & REE MW 12Y3J - MULTI-ZONE R410A Freon 230/208 Volts Variable Cooling Capacity 20,396-37,4OO BTU's (a-,) 17.5 SEER ARI# 7012710 Including: Materials and Labor to Furnish,Deliver.and Install: [ X j New Digital Programmable Multi-Function Wireless Remote Control Thermostat l install New Insulated Copper Refrigeration Lines ( X ) New White Vinyl Decorative Line Set Cover f X ] Install New Condensate Sensor Cut off Switch [ X j Install PVC Condensation Drain Piping [ X ] New Hurricane Straps [ X ] New Code Approved Alum.Wall Bracket Proposed Friedrich Cool&Heat System Installed;Sale Price $ 6826.57 Manufacturees Limited Warranty. 1 yr Labor,5 year Mfg.Parts & 7 Years Mfg.Compressor NOT Includod., j X j Customer&/or Cusibmees Electrician is Responsibb for Providing & Connecting (230v)Electric Power, All related wiring to all AIC coMorients, ReVorisibdity must include property fused disconnect switches. j X j Heat'Load Calculation - IF Required by City Building Oftial-additional minimum cast is $200.00 C X J Any Building Permit Fee,and the costs of obtainft w#1 became an&&Nonal cost over and above the Purchaw Price Terms: 10% De it up-on Acceptance of this ProDosal. BalanceinFullu nCo letion/Start-up Financing with Approved Chit: 6 Months Inimst .Free or Monthly Payments as low as:4%ofAmt.Financed. If You Pay the ENTIRE PURCHASE.PRICE by Batik Cho jcLor Cash, You Receive an Addition 2 All material is guaranteed to be as specified. Any alteration(including any Building Code Requirements)from the above svecif3cations involving extra costs,will become an extra charge over and above this proposal. Suitable clear space and access for this installation must be provided by the customer. The new high efficient equipment may operate at a sound level which differs from the old equipment, This t'roposal subject io a ce within_,�da•s and is vraid th filer at the optiratt of the undersig�aed. Signature Fhritet named E Reeve ACCEPTANCE OF PROPOSAL Payment in-Full is Doc upon completion. You are authorized to do the work as specified t vm6tstand that additional pmu and tabor may be required, Payment will outlined above. It is agreed that title to the above specified equonent and nuiteTials,remain tiLW to seller,until fully paid fon Installed equipn watt cannot be returned. Refimd of purchase is not a mnedy.,Manu `s warngity+sill prevaih In the event it shall boco=nacessmy to collect the moot-y described herein or any pert thecal;t agree to pay any cost thereof;including reasonable attorney's fees. I hwb% ra*rawl ge and agm that a service chi of 1.5%per month will be applied to all auuamts which are del" t 30 days past For all Financing Promotions a$29.00 activation fee may apply. the above prices,sweviticatimhs,terns and Conditionshereby due. Daw: 7-1 /UI'7 Si � 3�efrnname: k�j -- c t iS`l+l' i REEVE AIR CONDITI-ONING. INC SINCE 1957 0.00 • • 0000 0000•• E—Mail',GotstWOReeveAc.corn wwrw.ReoveAc.com State.Licensed CACOP�J38;8 Insurgg,, •. MI 5. Park Rd. Hallandale. Fl 33008 Broward 954-764-4.461 Fax 954-719-6391 ••" 305-768-4 73 i •••.:• .0.000 • • 0000 .• . • . NAME: Tom4ohnson DATE: 04120/2017 • • • • • ...... . ... 00.00 STREET: 987 N.E_96 SUW > LOCATION: • • • • • •�--. •00.0• CRY: Kam-'Shores STATE: Fl, ZIP: 3015401 • ••- ••••i• 0000•• • • • • PHoNf 206-351-1870 fi-A±iAdL: Ta3lllC1t�02T2 �Y$31Xon;�• 0 •re---s-- �•••• We appreciate the opportunity ro provide this Proposal for a new High Erldent Split AIC System with the following specffdtiions 2.8 Ton Friedrich Condensing Unit REEMR36TQY3JMA [mintmax fuse 17/25 ] 3 Fan Coils: REEMW09Y3J .x (2) & REE MW I2Y3J - MULTI-ZONE R410A Freon 230/209 Volts Variable Cooling Capacity 20,396-37,400 BTU's @ 17.5 SEER ARI# 7012710 Including: Materials and Laborto Furnish,Deliver,and Install: [ X j New Digital Programmable Multi-Function Wireless Remote Control Thermostat [ X } install New Insulated Copper Refrigeration Lines [ X j New White Vinyl Decorative Line Set Cover I X j Install New Condensate Sensor Cut offSwiteh [ X } Install PVC Condensation Drain Piping [ X l New Hue Sftps [ X j New Code Approved Alum.Wall Bracket Proposed Friedrich Cool&Heat System Tns>talled,Sale Price S 6826.57 Manuuf1tcturer's Limited Warranty: I yr Labor,5 year Mfg.Farts & 7 Years Mfg.Compressor NOT bx*dod.- f XJ OlStmWA10f QWkWaW8Ekdddan is Resporsbb fit r Proyding & Cmnecft (230V)S60ftPo; & A# gated whirls to all AC axompononft Re4wmWgy must indude,propeity&twd disoonned swfthes f X 3 tit toed CaWatlon - IF RequhW by City&a ting ell-at nal minttnwn ccs is $200.00 I X j APPY Bua1 PWIW F; i$ani'MOo ft, WN beconwan as al cost acrd -dire Pwdwe Fes. Terms: 10% I3ep2sit orlon Agggamgg of this Pnsnosal. Balance in Full mM C2=ktion/Start-pp Financing with Approved Credit: 6 AfaNks Interest !Free or Monthly Payments as low ac:4.fig of Ant.Financed. ;Y If You Pay the ENTIRE PURCHASE PRICE bA.Bank-Ch—aQLor Cash. You Receive All material is guaranteed to be as specified. Any alteration(including any Building Code Requiteaants)from the above specifications involving extra costs,still become an extra charge over and above this proposal. Suflable clear space and access for this installation must be provided by the c ustorner, The new high efficient equipment may opt at a sound level which differs from the old erluiptaent !� This Pmpos�al subject u% within _ and is void at the Option of the undersigned. Ddm l 7 to .-�""' Print nom: Stcaban E Rcewe ACCEPTANCE OF PROPOSAL ftyment ea Frill is nue Upon Corapiatim You are wahwwd to do the.rmitasspecifiecL t vr,,6mtgr4gran;adftionaf parts and Won may be requited. PrYmm will he Breda us*Wiatat above. It is armed S=tdk to the above specified equiiannt and waWials,ruin titer to sdw,%unit"pfd nor, eanrwt be ham: Refa>ffd nPe is�a remedy;t+� 's 1tttty serr'pl pte+rail. M the it".bmwaecessary to ettitect the money described herein ormy pm du=K I agm to pay my 9m thenK inchtding MquNftagonmys fbes. I end at=691 amvic--ch8fF of I.5%per moolh wM be appW to eU mousts which=delinipent 30 days paot dac. Por alI F. P�a$2.4.4&3�tie�a,appdy, htFxtve pri;�s„ ,tames ahuF cam art herct{y k i ___.._......._..__..____............_. _ __, HEAT PUMPS - Multizone _ WALL-MOUNTED .•. 0.00;• .. 0000 High efficiency heat pumps with features for comfort and convenience year 'rouna*N Yeatin5orMde, •0'000 units use approximately 1/4 of the energy required by electric heat. •6.90• 0000 99 . . . 0000 . .. ..... 0000.. 0 0000. 9 Features 3 .. .. 000.. 0000.. • Precision Inverter'technology(variable speed . : • compressor) . . . . 0900.. • 0 . .start compressor 00 000 0000.0 • High efficiency for low operating cost '00 • DiamonGold Advanced Corrosion ProtectionTM • Auto Clean indoor coil - • Cooling/Heating/Fan mode Y- • Surge Cool/Heat • Natural air flow • 4-Way auto swing MW07Y3JM, MW09Y3J, MW12Y3J • Ultra quiet operation • Sleep mode • Dry mode • Auto restart • Built-in low ambient standard,down to 50 F (Cooling mode),down to-40 F with wind baffle • Low ambient operation down to-40 F (Heating mode) • 24-hour on/off timer MW18Y3J • Wall stand-off bracket WIRELESS -" REMOTE CONTROL i_ �I M R24DY3J MA M R36TQY3J MA M R48D EY3JM PRECISION -1 DIAMONGOLD pig INVERTER. Advanced Corrosion Protection, t� 24 1 FRIEDRICH J SERIES DUCTLESS SPECIFICATIONS INDOOR MODEL MW07Y3JM »ND9Y3k MW12Y3J • AT$Y3J .. pia - _,�- �, � ••• CAPACITY COOLING(RATED) Btu 7,000 9,000 11,209 •17,000 • CAPACITY HEATING(RATED) Btu 8,100 10,800 13,3qpo 2,0,200 MOISTURE REMOVAL Pts/h NA 2.3 2.7 .•.. 2 "Goes AIRFLOW(QUIET,LOW,MED,HIGH) CFM 162/177/198 124/212/272/335 124/212/2 9/Z35* 40418009/622.. SOUND RATING-INDOOR dB-A 26/30/33 19 /24/33/38 19 /24/33/•39•• 296/15/640/459•:06 • POWER SOURCE V,0,Hz 230/208-60-1 230/208-60-1 230/208' - •• 230x208-60-1 CONNECTIONS Flare Flare FLarc • • ' Flare ;• •; LIQUID LINE O.D. in 1/4 1/4 1/4 •1A ' ' SUCTION LINE O.D. in 3/8 3/8 3/8 172 W X H X D in 34-7/8x11-1/4x8-1/4 35-1/4x11-1/4x8-1/4 35-1/4 x l l-1/4 x 8-1/4 40-5/8 x 12-7/8 x 9-5/8 NET WEIGHT Lbs 20 23 23 31 SHIPPING WEIGHT lbs 26 27 27 40 PERFORMANCE RATINGS - - 36ir 48k OUTDOOR MODEL R36TdruM4- MR48DEY3JM POWER SOURCE 208/230/60/1 208/230/60/1 208/230/60/1 EST.YEARLY OPERATING COST $ 122-125 170-245 346-400 RUNNING CURRENT COOLING MIN.-RATED-MAX. A 1.7-6.4-9.0 2.9-10.7-15.7 4.6-16.7-24.8 RUNNING CURRENT HEATING MIN-RATED-MAX. A 1.8-7.8-11.2 3.3-11.9-18.3 6.2-18.8-26.2 POWER INPUT COOLING MIN-RATED-MAX. W 390-1480-2070 670-2460-361U 970-3840-5710 POWER INPUT HEATING MIN-RATED-MAX. W 420-1800-2580 760-2740-4210 1420-4320-6020 POWER AND COMMUNICATION CABLE No.x AWG 4 X 14 4 X 14 4X 14 DIMENSIONS W X H X D inch 34-1/4 x 25-3/4 x12-5/8 37-7/16 x 32-7/8 x 151/2 37-3/8 x 54-5/16 x 13 NET WEIGHT Lbs 99 137 214 SHIPPING WEIGHT s�R lbs 139 148 236 REFRIGERANT R410A R41 OA R41 OA FACTORY PRECHARGE ft 74 98 Main.16.4,Branch 131.2 LIQUID LINE O.D. g in 1/4 1/4 3/8 SUCTION LINE O.D. in 3/8 3/8 3/4 MIN./MAX.LINE LENGTH(EACH) ft 10-82 10-82 10-49* MIN./MAX.LINE LENGTH(TOTAL) ft 75-246 75-246 30-476* MAX.HEIGHT DIFFERENCE ft 49 49 98* SOUND PRESSURE LEVEL COOLING A 51 52 54 SOUND PRESSURE LEVEL HEATING A 51 55 56 OPERATING RANGE COOLING (WIND BAFFLE) OF DB 141-41-118 14(-4)-118 14(-41-118 OPERATING RANGE HEATING 'F WB -4-64 -4-" -4-64 MINIMUM AMPACITY A 14.3 17.9 27.3 MAX.TD FUSE/BREAKER A 20 a 25 40 *System requires branch box D4PBB.See page 33 for piping guidelines.For branch box to indoor line sizes,please see Indoor System Components Chart. Your operating costs will depend on your utility rates and use.The estimated operating cost is based on a electricity cost of$.12 per kWh. For more information,visit www.fte.gov/energy. Due to continuing research in new energy-saving technology,specifications are subject to change without notice. ��J(10 ��/J 25 MULTIZONE CONFIGURATIONS INDOOR SYSTEM COMPONENTS ,••••. 6666 6666.. REVERSE LINE SIZE LINE SIZE •' ' •• • •� MODEL CYCLE Rated DISCHARGE SUCTION "'•• •••• •••••• • NUMBER Btu COOLING HEAT Btu VOLTAGE Amps O.D.(IN.) Q.D.(IN.) HEIGHT •MM DEPTH + 6 ,6006, 6 '� 6 666.6 MWM7Y3JM 7000 8100 230 0.20 1/4" 3/8" 11-1/4", 8- 4" 6 6 • NAfa)m 9000 10800 ' 230 0.40 1/4" 3/8" 11-1/4"6 55-474- 8!V4' MW12Y3J 11200 13300 230 0.40 1/4" 3/8" 11-1/4" 5114" 8-1/410 •� MW18Y3J 17000 20200 230 0.40 1/4" 1/2" 12-7/8"• 40-578" 9:51$:; •"'•' - 6 6 . 666666 !, MC12Y3JM 12000 13800 230 0.25 1/4" 3/8" 8-7/16" 22-7/16" 22-7/19-,: 6 MC18Y3JM 18000 19000 230 0.25 1/4" 1/2" 10-3/32" 227/16" 22-7/16" MD09Y3JM 9000 10400 230 0.40 1/4" 3/8" 7-15/32" 27 9/16" 27 9/16" M012Y3JMA 12000 13800 230 0.40 1/4" 3/8" 7-15/32" 32-9/32" 22 5/8" MD18Y3JMA 1 18000 20800 230 0.40 1/4" 1/2" 7-15/32" 43-5/16" 225/8- OUTDOOR 25/8"OUTDOOR SYSTEM COMPONENTS REVERSE CYCLE MODEL Btu COOLING HEAT Btu NUMBER Min./Nom/Max. Min./Nom/Max. VOLTAGE HEIGHT WIDTH DEPTH MR24DY3JMA 10,800/20,000/25,000 11,880/24,000/28,800 208/230 253/4 341/4 125/8 MR36TQY3JMA 10,800/32,000/38,400 11,880/36,000/41,600 208/230 327/8 377/16 151/2 MR48DEY3JM 14,400/48,000/58,000 15,840/54,000/61,000 208/230 54 5/16 37 3/8 13 8915232 Non-ducted Indoor Units 20000 13.50 21.70 24000 10.60 14500 8915233 Ducted Indoor Units 17800 11.50 17.50 22400 9.80 14000 8915234 Mixed Ducted and Non-ducted Indoor Units 18900 12.50 19.60 23200 10.20 14250 ; ` ' Ducted Indoor Units 32000 13.00 22.00 36000 10.00 20000 8915236 Ducted Indoor Units 29000 11.00 18.20 34000 9.70 19500 8915240 Mixed Ducted and Non-ducted Indoor Units 30000 12.00 20.10 35000 9.85 19750 8915237 Non-Ducted Indoor Units 48000 12.50 19.50 54000 10.00 35000 8915238 Ducted Indoor Units 44000 10.80 17.50 50000 9.70 33600 8915239 Mixed Ducted and Non-ducted Indoor Units 46000 11.65 18.50 52000 9.85 34300 31 1 � REFRIGERATION LINE SETS MINIMUM/MAXIMUM LENGTHS SINGLE ZONE - ...• Single Zone `' — • � • • •••• •••••• System Model Outdoor Indoor Min.(ft.) Max.[ft.) •••• •••• •• •••••• •••• •••••• • M12YJ MR12Y3J MW12Y3J 7 66 •••••• • • • •••• • •• ••••• M09CJ MR09C1J MW09C1J 7 bb • • •••••• • ••• ••••• • • • • • •• •• •• • •••••• M18CJ MR18C3J MW18C3J 10 bb �••�'� • •� 4Y3J MW24Y3J 164 ••••M24YJ MR2 M36YJ MR36Y3J MW36Y3J 10 164 •• C24YJ MR24UY3J MC24Y3J 25 164 D24YJ MR24UY3J MD24Y3J 25 164 REFRIGERATION LINE SETS MINIMUM/MAXIMUM LENGTHS MULTIZONE 1 24,000 AND 36,000 BTUs Multizone Outdoor Individual Zone Combined System Line Lengths Line Lengths ' Min.(ft.) Max.(ft.) Max.(ft.) MR24DY3JMA - Tri Zone 10* 82 246 rim MR36TQY3JMA Tri or Quad Zone 1 10* 82 246 TORQUE WRENCH SETTINGS Outside Diameter Torque mm I inch N.m kgf.m IVA f 09.52 3/8 34-42 3.5-4.3 25-31 015.88 5/8 69-82 7.0-8.4 51-60 019.05 3/4 100-120 10.0-12.2 73-88 *The combined line Lengths of the individual zones must equal the minimum line length for the selected multizone system. For a Dual Zone System:The combined lengths must equal at least 25 feet. For a Tri Zone or Quad Zone System:The combined lengths must equal at least 75 ft. 32 1 FRIEDRICH J SERIES DUCTLESS Project Summa Job: Date: 4/21/2017 Entire House By: AL For: Tom Johnson, Reeve Air Conditioning 987 NE 96 Street, Miami Shores, FL 33138 Phone: 305-758-4731 Email: Contact@ReeveAc.com Notes: Weather: Miami, FL, US Winter Design Conditions Summer Design Conditions Outside db 51 OF Outside db 91 OF Inside db 70 OF Inside db 75 OF Design TD 20 OF Design TD 16 OF Daily range L Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Lopd9t;ing . . .... ...... Structure 33174 Btuh Structure •59303t� . •• Ducts 0 Btuh Ducts •�� 0 to ••�•;� Central vent(0 cfm) 0 Btuh Central vent(0 cfm) O•13iUh (none) (none) 000000 Humidification 0 Btuh Blower6996 4.BtLo ;'•"; Piping 0 Btuh • Equipment load 33174 Btuh Use manufacturer's data "" y " ";". Rate/swing multiplier •••••• 1.00• ••• ••••• Infiltration Equipmenf sensible load ..'..'S9303•Btth: 0000.. . Method Simplified Latent Cooling Equi*0WA Load Sizing �••;;• Construction quality Average Fireplaces 1 (Average) Structure 0 • 439&•&tuh• • Ducts '..' ; a.13tuh. Central vent(0 cfm) 0 B%D: Heating Cooling (none) Area(ftl 2969 2965 Equipment latent load 4390 Btuh Volume(ft') 27018 27018 Air changes/hour 0.45 0.21 Equipment total load 63692 Btuh Equiv.AVF(cfm) 205 95 Req.total capacity at 0.70 SHR 7.1 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make Trade n/a Trade Model n/a Cond AHRI ref n/a Coil AHRI ref Efficiency n/a Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 2696 cfm Actual air flow 2696 cfm Air flow factor 0.081 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.93 Sold/ftalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �.� 2017-Apr-2115:25:48 Right-Sufte®Universal 2017 17.0.21 Right J®Mobile Page 1 \wstmp\51eb9a8a-3237-40be-bf57-801ae9294254.rup Calc=MJ8 Front Door faces: N LEVE Air Conditioning,Inc. Since 1957 Stephen Reeve www.ReeveAC.com State Lie.CAC 025438 Dade 305-758-4731 FAX 954-719-6391 Broward 954-764-4481 Toll Free 800-962-3383 Contact@ReeveAC.com 2501 S. Park Road • Hallandale, Florida 33009 •••••• •••• •••••• • •••••• • •• •• •• • Ri ht J@ Mobile Re ort Job: 9 P Date: 4/21/2017 Entire House By: AI_ lip • - • • For: Tom Johnson, Reeve Air Conditioning 987 NE 96 Street, Miami Shores, FL 33138 Phone: 305-758-4731 Email: Contact@ReeveAc.com • • • I no Location: Indoor: Heating Cooling Miami, FL, US Ind oor tem p erature(°F) 70 75 Elevation: 7 ft Design TD(°F) 20 16 Latitude: 260N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) -11.0 55.8 Dry bulb(°F) 51 91 Infiltration: Dailyrange(°F) - 12 ( L ) Method Simplified Wetbulb(°F) - 77 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) • Component Btuh/ftz Btuh %of load Walls 4.9 14100 42.5 hIMm '....' .•..•. Glazing 17.1 7895 23.8 00.0 00 •• Doors 7.6 160 0.5 •:6: ••00•. ••••s• Ceilings 1.4 3137 9.5 NIS • Floors 1.5 3495 10.5 ••••• • Infiltration 1.3 4388 13.2 -9.ftR� �.• .• Ducts 0 0 •• 0.00• Piping 0 0 • • Humidification 0 0 "'•" ' ''' 00 06 Ventilation 0 0 amB••••• 00.0 0 • •••••• Adjustments 0 ...... 0 9 Total 33174 100.0 • • - . . 0 0 00.090 000009 0 • • • •99 00: • Component Btuh/ft2 Btuh %of load Walls 5.7 16197 27.3 Irt�n Glazing 59.7 27528 46.4 ours Doors 12.3 258 0.4 VIls Ceilings 3.8 8847 14.9 Ceilirgs Floors 1.2 2689 4.5 Infiltration 0.5 1664 2.8 Qf>a Ducts 0 0 Ventilation 0 0 Internal gains 2120 3.6 Blower 0 0 Adjustments 0 Total 59303 100.0 aaar� Latent Cooling Load=4390 Btuh Overall U-value=0.186 Btuh/ft2-°F Data entries checked. Soldritalic values have been manually overridden 2017-Apr-21 15:25:48 wrigh ft' Right-Suite®Universal 2017 17.0.21 Right J®Mobile Page 1 \wstmp\51eb9a8a-3237-40be-bf57-801ae9294254.rup Calc=MJ8 FrontDoorfaces: N Right-J® Worksheet Job: Entire House Date: 4/21/2017 By: AL 1 Room name Entire House First Floor 2 Exposed wall 367.0 ft 257.0 It 3 Room height 9.1 ft d 9.1 ft heattcool 4 Room dimensions 1.0 x 2285.0 It 5 Room area 2969.0 ft' 2285.0 ft2 Ty Construction U-value Or I HTM I Area (ftp) I Load I Area (f t2) I Load number (Btuh/ft�-°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V" 12A-Obw 0.253 n 4.93 5.67 701 630 3107 3570 528 474 2341' 2689 1A-clow 0.900 n' 17.55 27.82 71 0 1243 1970 53 0 936 1484 12A-0bw 0.253 a 4.93 5.67 965 797 3933 4518 637 550 2711 3115 t-G1A-clow 0.900 a 17.55 75.90 168 0 2940 12713 88 0 1536 6641 11 12A-Obw 0.253 s 4.93 5.67 710 626 3087 3546 537 483 2382 2736 F--C 1A-clow' 0.900 s 17.55 30.47 54 0 951 1650 54 0 951' 1650 G 1D-Qow 0.570 s' 11.11 23.18 30 0 333 695 0 0 0 0 yJ 12AAbw 0.253 w 4.93 5.67 965 805 3973 4564 637 510 2517 2891 �L-G IA-clow 0.900 w 17.55 75.90 138 0 2428 10499 106 0 1857 8033 11DO 0.390 w 7.60 12.28 21 21 160 258 21 21 160 258 C 1613-13ad 0.070 1.37 3.85 2298 2298 3137 8847 1514 1614 2203' 6214' F 20P-llt 0.078 1.52 1.17 2285 2285 3475 2673 2285 2285 3475 2673 F 20P-llt 0.078 1;52 1.17 13 13 20 15 0 0 0 0 sees • • • sees • s••• • • • e • • •e• • •• ••• •s•• • e••• • 0 so so 0 • ss•• *a:**: • ••` • se• • •• ••• e • • ', • • sees• • • • • s•s• so • ••• a s s • • 6 c)AED excursion 1 01 1 1 1 0 Envelope losstgain 1 287861 555191 1 1 210691 38383 12 a) Infiltration 4388 1664 3073 1165 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 1200 1200 Subtotal(lines 6 to 13) 1 33174 59303 1 1 24141 41669 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 33174 59303 24141 41669 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room adAir rrequiredl 3174 (cfm) I I I 326961 59303 26961 I I 24141 1962 I 41669 1895 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed. wrIgh a Right-Suite@ Universal 2017 17.0.21 Right J®Mobile 2017-Apr-21 15Page ACM 1 \wstrnp\51eb9a8a-3237-40be-bf57-801ae9294254.rup Calc=MJ8 Front Doorfaces: N Page Right-J®Worksheet Job: Entire House Date: 4/21/2017 By: AL 1 Room name Second Floor 2 Exposed wall 110.0 ft 3 Room height 9.1 it heaUcool 4 Room dimensions 19.0 x 36.0 ft 5 Room area 684.0 ft' Ty ConstructionU-value Or I HTM I Area (ft') I Load I Area I Load number (Btuh/ft'-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL—G 12A-Obw 0.253 n 4.93 5.67 173 155 767 881 1A-clow 0.900 n 17.55 27.82 18 0 307 487 IIA-clow 0.253 a 4.93 5.67 328 248 1222 1403 t---G 1A-clow 0.900 a 17.55 75.90 80 0 1404 6072 11 12A-Obw 0.253 s 4.93 5.67 173 143 705 810 1A-clow 0.900 s 17.55 30:47 0 0 0 0 1D-c2ow 0.570 s 11.11 23.18 90 0 333 695 12A-Obw 0.253 w4.93 5.67 328 295 1456 1672 1A-clow 0.900 w17.55 75.90 33 0 570 2467 11 DO 0.390 w 7.60 12.28 0 0 0 0 C 16B-13ad 0.070 - IX 3.85 684 664 934 2633 F 20P-71t 0.078 - 1.52 1.17 0 0 0 0 F 20P-11t 0.078 - 1.52 117 13 13 20 15 •••• • • • 0000 • 0000 • • 0000 • •• ••• •••• • 0000 • •• 000 • • • _ • 0000 • •• •• • • • • •• • •• • ••• •• •• •• a 0000• • •• •o• • 0000• • • • • •••• • • 6 c)AED excursion 0 Envelope loss/gain 1 7717 17135 12 a) Infiltration 1315 499 b) Room ventilation 0 0 13 Intemal gains: Occupants 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 9033 17634 Less extemal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9033 17634 15 Dud loads -0% 0% 0 0 Total Air requuiired(dm) I I I m load 90�I 33 17802 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. wrISlh1t'94ft' Right-Sufte@ Universal 2017 17.0.21 Right J®Mobile 2017-Apr-21 15Page Page 2 \wstmp\51eb9a8a-3237-40be-bf57-801ae9294254.rup Calc=MJ8 Front Door faces: N Component Constructions Job: p Date: 4/21/2017 Entire House By: AL For: Tom Johnson, Reeve Air Conditioning 987 NE 96 Street, Miami Shores, FL 33138 Phone: 305-758-4731 Email: Contact@ReeveAc.com Location: Indoor: Heating Cooling Miami, FL, US Indoor temperature(°F) 70 75 Elevation: 7 ft Design TD(°F) 20 16 Latitude: 26°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) -11.0 55.8 Dry bulb(°F) 51 91 Infiltration: Dailyrange(°F) - 12 ( L ) Method Simplified Wetbulb(°F) - 77 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions or Area 1.1-value, Insul R Htg HTM Loss PI HTM Gain f12du Btuh/W-°F W-°F/Btuh BtuhM2 h • Btuh Walls : ••• •••• ••••o* 12A-Obw:Frm wall,brk 4"ext,1/2"gypsum board int fish,2"x4" n 630 0.253 0 9.4.93 3107:%'& 3570 9• wood frm,16"o.c.stud a 797 0.253 0 ••91." 3989.46.67 4918•••• s 626 0.253 0 ••04.03 3087 46.67 3546 • w 805 0.253 0 ••4.43 3943 5.67 44'4••'; all 2858 0.253 0 •••q.g3 14100 9.5.6•/ 16187••• 0000•• Partitions • • •0 ••••• 00.00 •• •• •. • 0000•• (none) . •••••• • • Windows 9 • • • 0690•0 0 1A-clow:1 glazing,clr glz,wd frm mat,1/8"thk:6.67 It head ht n 71 0.900 0 • 1? 0 5 1243. 1217.18 1970 • e 168 0.900 0 ..T7.1 294Q• 75.9 122M•�: s 54 0.900 0 17.5 951 % 1650 w 138 0.900 0 17.6 2428 75.9 10499 all 431 0.900 0 17.6 7561 62.3 26833 1 D-c2ow:2 glazing,clr outr,air gas,wd frm mat,cir innr,1/4"gap, s 30 0.570 0 11.1 333 23.2 695 1/8"thk;6.67 ft head ht Doors 11 DO:Door,wd sc type w 21 0.390 0 7.60 160 12.3 258 Ceilings 16B-13ad:Attic ceiling,asphalt shingles roof mat,r-13 cell ins,1/2" 2298 0.070 13.0 1.37 3137 3.85 8847 gypsum board int fish Floors 20P-11t:Fir floor,wd fir,1"thkns,tile fir fish,r-11 ext ins,amb ovr 2285 0.078 11.0 1.52 3475 1.17 2673 13 0.078 11.0 1.52 20 1.17 15 all 2298 0.078 11.0 1.52 3495 1.17 2689 Boldtitalic values have been manually overridden 2017-Apr-21 15:25:48 -A- a "WirightS Right-Suite®Universal 2017 17.0.21 Right J®Mobile Page 1 \wstmp\51 eb9a8a-3237-40be-bf57-801ae9294254.rup Calc=MJ8 Front Door faces: N AED Assessment Job. Date: 4/2112017 ° Entire House By: AI_ Is , Reeve Air Conditioning For: Tom Jo�nson 987 NE 96 Street, Miami Shores, FL 33138 Phone: 305-758-4731 Email: Contact@ReeveAc.com Location: Indoor: Heating Cooling Miami, FL, US Indoor temperature(°F) 70 75 Elevation: 7 ft Design TD(°F) 20 16 Latitude: 26°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) -11.0 55.8 Dry bulb(°F) 51 91 Infiltration: Dailyrange(°F) - 12 ( L ) Wet bulb(°F) - 77 Wind speed(mph) 15.0 7.5 Hourly Glazing Load 35,00 0000 • • base .Goose 30700G • • •• • 25,00 ;-- :e . '9000 • 20100(- • .. oe ;baba; . e G baba a 00 00006 baba.. baba ..:..• 1500 • • .. .. Go 0 6099 '9 10700G . •' • baba:. baba. 5, :000*: 0000 :0000: 0 ' b 8 9 1011 12 13 14 15 16 17 18 19 20 Hour of Day / HmAy eR Aer-gedge s i'FDlin it Maximum hourly glazing load exceeds average by 15.1%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh Bold(italic values have been manually overridden 2017-Apr-21 15:25:48 wrightSOW Right-Suite®Universal 2017 17.0.21 Right A Mobile Page 1 \wstmpW1eb9a8a-3237-40be-bf57-801ae9294254.rup Calc=MJ8 Front Door faces: N N First Floor i First Floor •••• 0000 • •••• 0000 •••••• •••• •••••• • Second Floor • •••• •• • ••••• •••• • •• ••••• •••••• • ••• • • • • • • ••••• •• •• •• • ••••• • • • • • •••••• ••••• •• • ••• • ••••• • • • Second flow Job#: Scale: 1 : 151 Performed for: Page 1 Tom Johnson Right-Suite®Universal 2017 967 NE 96 Street AL 17.0.21 Right J®Mobile Miami Shores,FL 33138 Phone:305-758731 2017-Apr-21 15:25:49 Contact@ReeveAC.com -3237 40be bf57-801ae9294254.rup RAMP This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17,2009 and Dec 31,2016. Certificate of Product Ratings AHRI Certified Reference Number: 8915235 Date:4/2.1/2017 Product:Variable Speed Multi-Split Heat Pump Outdoor Unit Model Number: MR36TQY3JMA Indoor Unit Type:Non-Ducted Indoor Units Manufacturer: FRIEDRICH AIR CONDITIONING CO. LTD. Trade/Brand name: FRIEDRICH Series name: Manufacturer responsible for the rating of this system combination is FRIEDRICH AIR CONDITIONING CO. LTD. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored,independent,third party testing: ,f "lq ,�, � k-,A-S �f'` "' - n--;��a Irv'&"'' J�''�� a✓` a �'+ "S yo' • allaa ., ad •• R AM r^rZ`E'{�� Ck,Yi�Z D'" ..*r�� r ♦ • � �v g,,,, `'`3i.,'b.. .r ',`" (µ ' LI.» u� `� .may y.a,' ``.?. r � �r T" `z • • s d � c • • 1� •• s x+x��- '., ;,,n^s i a '�:x d' d * •• • ��._,...:2x :.F.L.. � �:--_.�ws-. .,, y •• .. .. Rei• ..!.... :: • • • FootNote 11 The AHRI 210/240 certified EER ratings are calculated under the same methodology as the EER rattngs'at!conditions bf ISO • 5151:2010 and ISO 13253:2011. • • • 0 as •••••• 00 0 • • • CERTIFIED RATINGS FOR VARIABLE-SPEED,MINI-AND MULTI-SPLIT SYSTEMS ARE VALID FOR ALL COMBINATIONS OF INDOOR UNITS (BASED ON COMBINATION TYPES)WITH THE SPECIFIC OUTDOOR UNIT LISTED ABOVE AND IN THE AHRI DIRECTORY OF CERTIFIED TE�Q�UgIPMENT.VISIT WWW.AHRIDIRECTORY.ORG TO VERIFY THAT THIS COMBINATION IS AN ACTIVE LISTING AND THE DATA LISTED ON 'i�etirCigs to b las C(�h�ida SEARCH voluntary reOratT pn hauryRpuEb 6ei7-date,Eo# O QUICKLY TH C MBess accompanied �111�L�TnI�OON I�Nry Erera�DIRECTORY. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectoryoM TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRL This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, AM personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridirectaq org,click on"Verify CerUficate"link we make life better- and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which Is listed above,and the Certificate No,which is listed at bottom right4r , g g �� T �" 511 ©2014 Air-Conditioning,Heating, Refrigeration Institute r� Rr.%;TORSEAL 1 _Z —M i �W i 0 f Prod No. 40 (WBB500rih) • . . .... ...... DESCRIPTION Made from heavy duty steel with a hot-dipped •••••• galvanized finish. The WBB500HR features a sliding cross bar for exceptional equipment width range and a level for added convenience. SPECIFICATIONS Material - Steel Coating - Galvanized Finish Q Q Capacity - 500lbs Max Load Length - 18 112" f` Width - 31° Height - 10 3/8" WIND RESISTANCE Maximum Height Risk Category 30' BLDG Risk Cat II,Exposure C 50' BLDG Risk Cat II,III&IV Exposure C&D 30' BLDG Risk Cat II,III&IV Exposure C&D •STATE OF FLORIDA APPROVED •MAMFDADE COUNTY,FLORIDA NOA NO.15-0820.06:EXPIRATION DATE 1016-21 For more information rectorseal.com/hurricane-rated-wall-condenser-bracket RECTORSEAL Contact:RectorSeal® 2601 Spenwick Drive,Houston,TX 77055 Q 713.263-8001 1 800-231-3345 Q 713-263-7577 1800-441-0051 ® rectorseal.com AC/HRB-J-16 Ted Berman and Associates, LLC Certificate of Authorization#27502 _- August 26,2015 Engineering Evaluation Report Report No.:TBA 15-0826.01 Prepared by: Theodore Berman,P.E. Florida Professional Engineer License No.09814 Manufacturer: Rector$eals 2601 Spenwick Drive Houston,TX 77055-1035 Product tine: Rector5eal" Product Description: Wall Condenser Bracket Code Compliance: • 6"'• . • • •69• 6966.. •• • .999 • The above mentioned product has been evaluated for compliance with the requirements ofAhe9Worida..;6 Building Code 51'Edition(2014),ASCE 7-10 and as Per Rule 61G20-3. ••6:9 9 0 •6 "' 9696 •� • 669996 Supporting Documents: '••••' 6666.. ... • • 6 9666• a) RectorSeal Bracket Wind Analysis by Theodore Berman,P.E. •• •••9.. b) Anchor Schedule and Anchor Designation by Theodore Berman,P.E. • c) Installation Instructions,Drawing No.RS1508 Verified by Theodore Berman,P.E. :••.:. •••••• Limitations and Conditions of use: • • This product is for use within and outside of the High Velocity Hurricane Zones(HVHZ). • Building structure must be designed by licensed professional engineer to carry the loads applied from this product. • Bracket material shall be AISI 1045 Steel with Fy=59 KSI or better. • All anchors to surrounding structure to be as listed and spaced as specified in Installation Instructions RS1508,any substitutions shall be approved by a licensed professional Engineer. • All screws and fasteners shall be corrosion resistance. • Alternations or additions to this document.are not permitted. 1 925 41st St., Suite 104,Miami Beach, FL 33140 Phones: (305)868-4707 Fax: (786)206-6017 f1productaporoval.com Ted Berman and Associates, LLC Certificate of Authorization#27502 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code and Rule 61G20-3.005(3)for Manufacturing under a quality assurance program audited by an approved quality assurance entity: Miami-Dade BCCO-QUA(FBC Organization ID#QUA1591) Each product shall be labeled in accordance withthe requirements of the quality assurance entity. Certification of Independence: Please note that Theodore Berman,P.E.,does not have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also,Theodore Berman, P.E.does not have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). Respectfully, file e� ® • ,®ae. •....• • . : e'9 ease ...... ae . *sea se a.e.e. 9 a ssaaeo o o ®. ode*** :•• *40 :ess9: rias,a®4•J1 y1K"yg,ic 0000 a as ..... 60.906 s so s 08/26/2015 •o• •.:.s' The "• • o • ' •••••• Florida license No.09814 •a • a• a 00 2296.. 66.626 2 925 41t St., Suite 104,Miami Beach, FL 33140 Phones: (305)868-4707 Fax: (786)206-6017 fioroductaQoroval.com 0.0 : ; • • • ... . .:. C U E-=-FO RAC -Hoe ENGINEERING•• i S 74TH COURT MIAMI.FL 33155 ••• • • • • 0:088563-3056 LTNTO®C.UEFOENG.COM §0 • • • • • • • •• • —%W CIIEFOENGTNMUNG.COM • • • ' ' "• • •• • • • • ' FL RE P.ET#/019R88A CDEI'O.LICB?39]5 OUTDOOR CONDENSER UNITS - ROOF WALL MOUNT CONFIGURATION & ANCHOR SELECTION SEAL CODES 8 STANDARDS GENERAL NOTES: THE FOLLOWING CODES AND STANDARDS ARE USED AS THE BASIS OF DESIGN: 1. NO CHANGES IN THE PLANS SHALL BE MADE WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD. ;G E NSA �fG��' 2. ANY CONFLICTS BETWEEN DRAWINGS SHALL BE GOVERNED BY THE MOST STRINGENT APPLICABLE. : y V ��, FBC 2014 FLORIDA BUILDING CODE,BUILDING 3. ANY AND ALL APPLICABLE CODES,ALL OR IN PART,APPLIED TO THESE DRAWINGS SHALL BE IMPLEMENTED AS REQUIRED.ALL ASCE/SEI 7.10 AMERICAN SOCIETY OF CIVIL ENGINEERS,MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES REFERENCESAND/OR REQUIREMENTS SHALL APPLY AS DETAILED IN THE DRAWINGS. 2 i'�N^71 8 1 p AISC,13TH ED. AMERICAN INSTITUTE OF STEEL CONSTRUCTION,STEEL CONSTRUCTION MANUAL 4. ANY CHANGES MADE PRIOR TO APPROVAL BY OWNER AND ENGINEER ARE DISALLOWED AS EXTRAS AND THE CONTRACTOR MAY BE — REQUIRED TO RESTORE TO PLANS. '4: S ATE OF DESIGN CRITERIA 5. ANY ERRORS,OMISSIONS,AND AMBIGUITIES IN THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED TO THE ENGINEER OF 10 �A• p. • �� LOADS PER ASCE 7-10,CHAP.28: RECORD FOR CORRECTIONS PRIOR TO COMMENCEMENT OF WORK. 1. WIND 1.I WIND VELOCITY,V=175 MPH S. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST FLORIDA BUILDING CODE,FEDERAL,STATE AND LOCAL 12 BLDG CAT It ORDINANCES,INDUSTRY CODES AND STANDARDS,AND SUBJECT TO LOCAL AUTHORITIES HAVING JURISDICTION. 7. THE ROOF STAND IS SUPPLIES BY THE MANUFACTURER INDICATED IN THIS DOCUMENT AND IS INSTALLED IN CONFORMANCE WITH 1.3. EXPOSURE THE ENGINEERING DOCUMENT REFERENCED. 1.4. HEIGHTS BO FT by N tr A Deb.PE m 25J—l-v.V e 39 a-PWbE mPft d 61§W.—It 2. ALL MATERIALS SHALL BE NEW,FREE OF DEFECTOR DAMAGE,AND CONFORM TO THE FOLLOWING SPECIFICATIONS: CONTRACTOR'S RESPONSIBILITIES: nN msidaed s4e4 and ma 2.1. STRUCTURAL STEEL-ASTM A36 t CONTRACTOR SHALL READ,UNDERSTAND,AND COMPLY WITH ALL NOTES,CALLOUTS,ANNOTATIONS,AND OTHER COMMENTS aS'auaertast�w0aemaMei�ao:mpbs 2.2. BOLTS-A325,GALVANIZED AS REO'D HEREIN. 2.2. ANCHOR BOLTS-HILTI KWIK BOLT 3 EXPANSION ANCHOR,CARBON STEEL(UNO) 2. CONTRACTOR SHALL DO ALL WORK IN STRICT CONFORMANCE TO THE PLANS,STANDARD BUILDING CODE,LOCAL CODES 8 PROJECT 3. THE FOLLOWING IS USED AS THE BASIS OF ANALYSIS AND DESIGN: ORDINANCES,MANUFACTURER'S RECOMMENDATIONS,AND ACCEPTABLE TRADE PRACTICES.FOR ANY CONFLICTS BETWEEN THE ABOVE MENTIONED,THE MOST STRINGENT REQUIREMENTS SHALL GOVERN THE DESIGN. FRIEDRICH 3.1. THIS ENGINEERING REPORT DOCUMENTS THE ANALYSIS OF VARIOUS MODELS OF FRIEDRICH HVAC OUTDOOR EQUIPMENT TO 3. CONTRACTOR SHALL NOT SCALE DRAWINGS.ANY INFORMATION THAT CANNOT BE OBTAINED FROM THE DIMENSIONS,DETAILS,OR MEET WIND LOAD REQUIREMENTS. SCHEDULES SHALL BE OBTAINED FROM THE ENGINEER OF RECORD. OUTDOOR 3.2. THE CRITICAL WIND LOAD IS ON THE LONG FACE OF THE CONDENSER. 4. CONTRACTOR IS RESPONSIBLE S SOLELY ACCOUNTABLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES, CONDENSER UNTS 3.3. THE FORCES AND MOMENTS CREATED BY WIND LOADING ARE RESISTED BY THE ATTACHMENT TO THE WALL STAND. PROCEDURES,AND COORDINATION OF ALL WORK PERFORMED. 3.4. A/C UNIT MUST BE CENTERED ON WALL STAND IN BOTH DIRECTIONS. 5. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING NECESSARY TO ENSURE A STABLE AND STRUCTURE DURING 3.5. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 FEET OF SALT WATER SHORELINE SHALL CONSTRUCTION. PREPARED BY: JA BE GALVANIZED. 6. ALL WORK PERFORMED SHALL BE COMPLETED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY e,)URNEYMEN OF THE RESPECTIVE TRADES. CHECKED BY: NAC ANCHOR BOLTS: 1. ANCHORS SHALL NOT BE INSTALLED UNTIL CONCRETE HAS REACHED ITS 7-DAY COMPRESSIVE STRENGTH. TOLERANCES 2. INSTALLATION OF CONCRETE ANCHORS SHALL BE PERFORMED IN ACCORDANCE WITH VENDOR INSTALLATION PROCEDURES AND 1. ALL STRUCTURAL SURFACES SHALL BE BUILT TRUE AND PLUMB.CONSTRUCTION TOLERANCE SHALL CONFORM TO ACI STANDARDS REV DATE DESCRIPTION RECOMMENDATIONS. AS SET FORTH IN THE MANUAL OF CONCRETE PRACTICE.MINIMUM TOLERANCE SHALL BE AS FOLLOWS: ISSUED FOR 3. CONCRETE ANCHORS SHALL NOT BE INSTALLED IN CRACKED CONCRETE. 1.1, VARIATIONS FROM PLUMB OR LEVEL 114 INCH 0 112,116 CONSTRUCTION 4. EMBEDMENT OF ANCHORAGE TO CONCRETE SHALL NOT EXCEED 2/3 OF THE DEPTH OF THE CONCRETE. 5. ALL ANCHORS SHALL BE PRELOADED USING A CALIBRATED MANUALLY OPERATED TORQUE WRENCH.ANCHORS SHALL BE TORQUED DISCLAIMER AGAINST THE FIXTURE OR BASE PLATE IN CONFORMANCE WITH VENDOR SPECIFICATIONS. THE INFORMATION CONTAINED HEREIN IS RELIABLE,GENERALLY ACCURATE FOR THE PURPOSE INTENDED,AND IS IN ACCORDANCE WITH e. ANCHOR TREADS SHALL NOT BE LUBRICATED ON ANY ANCHORS WHICH ARE PRELOADED BY TORQUING. APPLICABLE INDUSTRY CODES AND STANDARDS.ALL DESIGN DOCUMENT ARE COPYRIGHTED BY CUETO ENGINEERING,LLC AND MAY NOT 7. HOLES SHALL BE DRILLED WITHIN 6°OF ALINE PERPENDICULAR TO THE SURFACE. BE SOLD OR REPRODUCED WITHOUT EXPRESS WRITTEN PERMISSION.NO DRAWINGS AND/OR PUBLICATIONS SHALL BE CONSIDERED FULLY ENGINEERED WITHOUT THE SEAL AND SIGNATURE OF A LICENSED PROFESSIONAL ENGINEER CERTIFIED BY THE STATE IN WHICH SCALE: N.T.S. 6. EACH ANCHOR SHALL HAVE AT LEAST ONE FLAT WASHER.A BEVELED WASHER SHALL BE USED FOR INSTALLATION OF ANCHOR BOLT THE WORK IS TO BE PERFORMED.THEREFORE,ONLY STAMPED AND SIGNED COPIES SHALL BE CONSIDERED FULLY ENGINEERED PLANS GREATER THAN r FROM PERPENDICULAR. AND/OR PUBLICATIONS.FURTHERMORE,NO WORK SHALL BE PERFORMED UNTIL FINAL APPROVAL IS OBTAINED BY THE LOCAL BUILDING DEPARTMENT HAVING JURISDICTION. SHEET TITLE WALL MOUNT CONFIG. GENERAL NOTES SHEET NO. REV CoPyAght O 2016 Cue,Engin—Ing,LLC This d—mt mntalm Warmatluu ENG-1 0 p,Ptlu,ty to Cue,Enghuundag,LLC that Isnot,W modf0ed or sold in my rmat by any Patty fu_ mthwtt prior wrlrzm p_uuu m AE rights reserved OUTDOOR CONDENSER UNITS WALL P 611'14F CEAPIGIJRATION & ANCHOR SELECTION C U ET'O AC-T ' •• 0 41 00 /'wcNar _ ENGINEERING •• 4961 SW 74TH COURT MIAMI.K 33155 C0 •• ••• -r7- . Qlsa V-0056 E1NGINEEIEI0 COM • • �• •• • � X'W1V.CUECOENGINEERING.COM P iG io rwmII 1 I' • • • • • •• • 1 • I FL P£N�p�9R88A_FL N r-A LJCn29935 a rm I � r • • i • ••1 ••• i oaart ruumi SEAL NNTON/; II ;, L,x,x�,,.a 1 :'y'�� GElds•.CtG�� v e s€ 3 ) aK,r > MCI: 71 8 IS NA � uw mreeo.,2n.or .,x,xsenvn I � Dr2 F w.w.wmLmnw� ,',',�77t/Ojrli{ ,, «�T SIDE VIEW FRONT VIEW PLAN VIEW Td mml®bemeeQatlelysNadatlseaed M Mawr A Offi,PP m 25J-16-9 e A/C UNIT&WALL MOUNT WALL MOUNT DETAIL °4w Pnow Cop.d 6t� tte rvR aorsmm sienm end 6e�d end s. SCALE:N.T.S. SCALE:N.T.S. sgieeaertemEewlralonerNelrmdas JSerles Models Vendor Speclttca6ons Anchor Bolt Condenser Bok Design to Capacity Ratio(<1.0 ok) PROJECT Model No. Weight(lbs) Alin) B(in) C(in) D(in) E(in) Dia.(in)Shear(lbs)Tension(lbs)Dia.(in)Shear(lbs)Tension(Ibs) Anchor Shear Anchor Tension Bolt Shear Bolt Tension FRIEDRICH MR09CIJ 78 11.31 30.31 21.31 21.97 13.91 112 259.4 189.0 318 194.6 82&9 0.11 0.09 0.07 0.13 OUTDOOR MR12CIJ 78 11.31 30.31 21.31 21.97 13.91 112 259A 189.0 318 194.6 62&9 0.11 0.09 0.07 0.13 MR18C3J 97 12.63 34.31 25.88 2150 10.19 1/2 355.9 305.0 318 266.9 1002.9 0.16 0.14 0.10 0.20 CONDENSER UNTS MR24C3J 122 12.63 34.31 31.60 2150 14.19 112 433.2 4352 318 324.9 1435.8 0.18 0.20 0.12 0.29 MR09Y3J 78 11.31 30.31 21.31 21.97 13.91 112 269.4 189.0 318 194.6 628.9 0.11 0.09 0.07 0.13 PREPARED BY: JA MR12Y3J T8 11.31 30.31 21.31 21.97 13.91 1 112 259A 189.0 318 1945 689.9 0.11 0.89 0.07 0.13 MR16Y3J 07 1£.63 34.31 1 26.88 2150 14.19 112 356.9 305.0 318 289.9 10029 0.16 0.14 0.10 0.20 CHECKED BY: NAC MR24Y3J 125 12.63 34.31 31.60 2150 14.19 112 4332 4352 318 324.9 1434.9 0.18 0.20 0.12 029 MR30Y3J 125 12.63 34.31 3150 21.50 14.19 112 4332 4352 318 324.9 1434.9 0.18 0.20 0.12 029 MR3SY3J 125 12.63 34.31 3150 21.60 14.19 112 4332 436.2 318 324.9 1434.9 0.18 0.20 0.12 0.89 REV DATE DESCRIPTION MRHI2Y3J 95 1263 34.31 25.88 2150 14.19 112 368.9 3065 316 266.9 10035 0.16 0.14 0.10 020 ISSUED FOR MR24UY3J 132 1&00 37.44 3288 24.41 15.34 112 400.1 618.1 318 367.6 1581.3 0.25 0.24 0.14 0.32 0 trzsne CONSTRUCTION MR36UY3J 203 1&00 37AI 64.38 24.41 15.34 112 810.0 13426 318 6075 4139.1 0.34 0.61 0.23 0.83 MR24DY3JM 130 12.63 34.26 31.88 21.60 14.19 112 437.7 443.9 318 328.3 1463.1 0.18 0.20 0.12 029 MR387GY3JM 209 10.83 35.44 48.88 21.66 18.69 112 661.6 925.9 318 498.2 2689.6 0.27 0.42 0.19 052 MR48DEY3JM 214 13.00 37.36 64.38 24.41 15.75 112 889A 1342.6 3!8 807.1 40275 0.34 0.81 0.23 0.81 MR3STDY3JMA 99 1&00 37.38 32.88 24.41 16.60 112 489.4 617.7 318 367.0 16n.6 020 024 0.14 0.32 SCALE: N.T.S. MR24DY3JMA 138 1256 3426 1 25.75 21.50 14.19 1/2 353.4 301.7 318 265.0 979.3 0.16 1 0.14 0.10 020 Floating Air Models Vendor Specifications Anchor Bok Condenser Boit Design to Capacity Ratio(<1.0 ok) SHEET TITLE model no. Weight(lbs) A(in) B(in) C(In) D(in) E(in) Dia.(In)Shear([be)Tension(lbs)Dia.(in)Shear(lba)Tension(Ibs) Anchor Shear Anchor Tension Bolt Shear Bok Tenslon WALL MOUNT CONFIG.AND MRM09YIJ 68 12.63 33.38 2426 21.25 12.60 to 3265 260.9 318 240.1 973.6 0.13 0.12 0.09 0.20 ANCHOR SELECTION MRM12Y1J 68 12.03 33.38 24.25 21.26 12.60 112 326.5 260.9 318 240.1 973.6 0.13 0.12 0.09 0.20 MRMISY3J 108 16.63 37.63 27.63 22.00 15.60 112 423.4 389.7 316 3175 1167.3 0.18 0.18 0.12 0.23 MRM24Y3J 116 15.63 37.83 27.63 22.00 16.60 112 423A 389.7 318 3175 1164.6 0.18 0.18 0.12 0.23 SHEET NO. REV MRM36Y3J 161 17.00 311,20 31.00 24.00 16.61 1/2 487.6 493.6 We 369.7 1361.1 020 0.23 0.14 027 Copyright 02016 Cud,EngineertnSLLr Thisdorumentronuft,infornoolm ENG-2 0 proprietary to Cuem Engineering,LLC that Is not to he modified or mid In any I,-by any party without prior walRen Permissim.All rights reserved. CU ET ENG[NEERtNG 4967 SW 74,h Court, Miami, FL 33155 (786) 563-3056 • www.cuetoengineering.com CALCULATION COVER SHEET CALCULATION NUMBER 0*00 2015-STR-00092, Rev. 0 .. 6666 PROJECT •••••• ••.. 6666 . Friedrich • 6666 66 . 666 . Outdoor Condenser Units-Roof Stand 6 • 6666 . .. 66666 69.060 6 669 • 6 PREPARED BY •• •• 00 6 00004 a Nestor A.Cueto,P.E. """ • 4,4 • 6666 . FL P.E. Lic.No. 71988,Exp. 2/28/17 6 FL CA Lic No. 29935,Exp.2/28/17 '..' :0. 00 ,��tt a iittii�i pNTON� ,�0 �ceNs•. C'G '' N . 71 8 � o SATE OF cs8IONAI.E��`',,. This item has been electronically signed and sealed by Nestor k Cueto,P.E.on 21-Jan-16 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. January 21,2016 Sheet 1 of 9 PROJECT:Friedrich Condenser Units CALC NO.:2015-STR-00092,REV 0 r ' ORIGINATED BY:NAC CALCULATION SHEET SHEET NO.:2 OF 9 C U ETlJ ENCSINEERING TABLE OF CONTENTS Section Description Sheet No. Calculation Cover Sheet 1 Table of Contents 2 1.0 Purpose 3 2.0 Assumptions 3 3.0 Methodology _ •....� • 9999 9999.. .. 9999 • 4.0 References 3••;•• •••• 9999.. __ _. 9999.. • 9999 �• 9999.. 5.0 Design Input Data 3...' • .. 90900 09:000 9 ... 99• 9 99 6.0 Calculation and Analysis • o o1000000 •9.9.999 • 9999. 7.0 Summary of Results and Conclusion ;9 ••• 0•• •' 9•.. • 999 0 99999 9 9 • 99 ©2015 Cueto Engineering,LLC.All rights reserved. Ii PROJECT:Friedrich Condenser Units CALC NO.:2015-STR-00092,REV 0 NATED BY:NAC CALCULATION SHEET ORI SHEET NO.: OF 9 C U ET-C:> ENCSINEERIN 3 SECTION 1.0: Purpose The purpose of this calculation is to establish the adequacy of an aluminum roof mount structure that supports mechanical equipment. SECTION 2.0:Assumptions The following assumptions are used in this calculation: • Maximum height is 60 ft SECTION 3.0: Methodology This calculation provides the qualification of structures with the assumptions made in Section 2.0. The unit with the largest dimensions and greatest forces is used to qualify all similar units. All codes and standards listed in Section 4.0 of this calculation are used as the basis for qualification. All variables and formulas used to solve equations in Mathcad are clearly defined within*0Vobcgdy of th s "";• 00* go calculation. If applicable, the applied loads shall be compared to the rated capacity. o o e o o• • SECTION 4.0: References see .... X 1. AISC Manual, 13th Edition •• ••• Deese* ...... • X 2. Aluminum Design Manual, 2005 • • • ...... ..... 3. Not Used 004, • X 4. ACI 318-11 Building Code Requirements for Reinforced Concrete Structures and Commer�jry ' X 5. ASCE/SEI 7-10, Minimum Design Loads for Buildings and Other Structures X 6. Florida Building Code, 2014-Building X 7. Friedrich Air Conditioning, Inc. Vendor Catalog X 8. RM Enterprises Pre-Engineered Roof Stand, Florida Product Approval#FL 3203-R5 SECTION 5.0: Design Input Data Ib lb lb lb kipkip 7r plf = ft psf = 2 pcf = 3 psi = 2 kip 10001b ksi = 2 ksf 2 deg= 180 • rad ft ft in in ft 0 2015 Cueto Engineering,LLC.All rights reserved. PROJECT:Friedrich Condenser Units CALC NO.:2015-STR-00092,REV 0 i ORIGINATED BY:NAC CALCULATION SHEET SHEET NO.:4 OF 9 U ETC E NCS INEER IN(3 SECTION 6.0:Calculations &Analysis Wind Load Parameters: Design Wind Speed: 175 mph Risk Category: II Exposure Category: D Height Above Grade: s 60 ft z := 60ft Terrain Exposure Constants: z9:= 700ft a := 11.5 (Ref. 5, Table 26.9-1) 2 a Velocity Exposure Coefficient: Kz := 2.01 = 1.31 (Ref. 5, Table 29.3-1) zg Topographic Factor: K •= 1.0 hef-5•Sec. &12) .... •• • Wind Directionality Factor: Kd := 0.85 rAgr V, Table 266-1) • • • 0 • • Basic Wind Speed: V := 175 mph Ja 6, Secf' 1620.2) ••�•.• .• •• • • • Velocity Pressure: qz := 0.00256• Kz• Kzt• Kd• V2 psf = 87.3:t 04f• •• • ••.'• (Ref. 5, Eq. 29.3-1) • • •. Gust Effect Factor: GCfh := 3.1 (Pef. 6, Sect!0i`62d6) •• GC fv:= 1.5 Design Wind Pressure: pw h := qz• GC fh = 270.85 psf (Ref. 5, Eq. 29.4-3) pw v qz GC fv= 131.06 psf 0 2015 Cueto Engineering,LLC.All rights reserved. i PROJECT:Friedrich Condenser Units y CALC NO.:2015-STR-00092,REV 0 ATED BY:NAC CALCULATION SHEET ORI SHEET NO.: OF 9 +C u ETt ENCSINEERINC3 Example Unit Properties(J-series, Model No. MR48DEY3JM): Fastener Distance: Lf := 15.75in (Ref. 7) Depth of Unit: L := 13in (Ref. 7) Width of Unit: B := 37.38in (Ref. 7) Height of Unit: h:= 54.38in (Ref. 7) Horizontal Projected Areas: Af h1 := B• h= 14.12• ft2 Afh2 := L• h= 4.91 • ft2 Vertical Projected Area: Af v:= B• L= 3.37• ft 2 Weight of Unit: Wit:= 0.214kip Vef. Z) .*ease .. . 0:0* **so** ease so Roof Stand Properties: "':" •••• •...i. Max. Length of Stand: Lstand := 28in ,:so* .••• . • •• Soso. • • Max. Height of Stand: hstand 28in •• •• �..' :_ ••••• ...... • • Load Combinations: •••••• Total Dead Load: D := 0.60. Knit) = 0.13 • kip •0; ' Wind Load: wi t_1 := 0.60• (pw_h' Af h1) = 2.79' kip (Ref. 5, Sect. 2.4.1) Wjat_2 := 0.60• (pw_h- Af h,) = 0.8• kip (Ref. 5, Sect. 2.4.1) Wv := 0.60• (pw v• Af v) = 0.27' kip (Ref. 5, Sect. 2.4.1) 2015 Cueto Engineering,LLC.All rights reserved. t PROJECT:Friedrich Condenser Units CALC NO.:2015-STR-00092,REV 0 �f ORIGINATED BY:NAC -� CALCULATION SHEET SHEET NO.:6 OF 9 U ETCH ENGINEERING Check for Shear: Shear Force: Fshear Wlat 12+WI.,-2 2 = 2.43• kip Number of Stand Legs: nlegs ••= 6 Fshear Shear per leg: Fshear leg nlegs = 404.81 lb Allowable shear per leg: Fall leg:= 1.31kip (Ref. 8) Fshear leg Design to Capacity Ratio: D/Cshear leg Fall leg — 0.31 if(D/Cshear leg < 1.0,"OK" ,"NG") _ "OK" Diameter of Bolt: db := 3 in 0000 8 . . 0000 0000. t Area of Bolt: ,� (d )2 = 0.11 in •• :*so ••• •• Ab 4 b 0000.. 0000 0000. 0000.. ..... shear •••• •• • • Shear per Bolt: F — • shear_bolt '— •••• • •• •••• 4 .. .. Nominal Shear Stress of Bolt: F . nv := 48ksi •••• .. . ...•.. Fnv. Ab Allowable Shear Stress of Bolt: Fall bolt 2 0 = 2.65• kip ;•••• 0.• ••• Fshear bolt ••0 Design to Capacity Ratio: D/Cshear_bolt '= = 0.23 Fall bolt if(D/Cshear—bolt < 1.0,"OK" ,"NG") _ "OK" 0 2015 Cueto Engineering,LLC.All rights reserved. PROJECT:Friedrich Condenser Units CALC NO.:2015-STR-00092,REV 0 �f r ORIGINATED BY:NAC CALCULATION SHEET SHEET NO.:7 OF 9 C U ETC] ENC51"EERING Check for Tension at Bolts: h Lf Lf Overturning Moment: Mover Wlat-1 2 +W • 2 —0.60• Wunit 2 = 5.29 kip ft Number of Effecitve Bolts nbolt 2 Mover 1 Tension Per Bolt: Tbolt = 4.03 • kip Lf nbolt 2 Diameter of Bolt: db := 8 in Area of Bolt: lib :_ 4(db)2 = 0.11 int Nominal Tensile Stress of Bolt: Fnt:= 90ksi Fnt• Ab 9.99 Allowable Tensile Stress of Bolt: Fall_bolt2 0 = 4.97 kip •.• •.•..• ... .. 9999 • Tbolt 666:6• 06.6 499666 Design to Capacity Ratio: D/Ctension—bolt = 0.81 0000000000 ; Fall bolt •••• •• • if(D/Ctension_bolt < 1.0,"OIL NG ) — "QIP.• 66 6.6 6;66' — • • 9 6 • •. •• .• • .666• •66•.6 • • • Check for Uplift • ••6666 9999.. (h etan�d • • Overturning Moment at Stand Base: Mover Wlat_1 ' 12 +hstand) + (Wv—D)• 2 = 10.771%j ft Mover \ 1 Uplift Per Leg: uplift:_ = 1.53• kip Lstand nlegs 2 Allowable Uplift per Leg: UpliftA := 1.59kip (Ref. 8) Uplift Design to Capacity Ratio: D/Cuplift Upliftall = 0.96 if(D/Cuplift < 1.0,"OK" ,"NG") = "OK" ©2015 Cueto Engineering,LLC.All rights reserved. .4i PROJECT:Friedrich Condenser Units CALC NO.:2015-STR-00092,REV 0 ORIGINATED BY:NAC CALCULATION SHEET SHEET NO.: 8 OF 9 1,_,I ETC> EINCSINEER(NG Check for Support Anale: Material L4x3x1/2: Aluminum Alloy 6061-T6 Cross Sectional Area at Support: A:= 3in• 0.5in= 1.5 in Section Modulus of Angle: S := 1.871n3 Lstand–Lf Distance from Unit to Stand: d:= = 6.13 in 2 Max Moment: Mrnax:= Tbolt' d = 24.68• kip in Mmax Bending Stress: fb := S = 13.2• ksi 35ksi •••• Allowable Bending Stress: I'b • 1.65 1.3 = 16.32• ksi •.� •....� ...�. .. .... fb ••.:•• •••• ..... Design to Capacity Ratio: D/Cbending = 0.81 000000 • '_ — ..... 00 _ • ••0 if(D/Cbendi .:••• ng < 1.0,"OK" ,"NG") – ��OK.r••••• Tbolt ...:. Max Shear: A = 2.69• ksi •••••• • • • Allowable Shear Stress: FV:_ 20ksi = 12.12• ksi •• 1.65 fv Design to Capacity Ratio: D/Cshear F = 0.22 v if(D/Cshear< 1.0,"OK" ,"NG") _ "OK" ©2015 Cueto Engineering,LLC.All rights reserved. i PROJECT:Friedrich Condenser Units CALC NO.: 2015-STR-00092,REV 0 { ORIGINATED BY:NAC CALCULATION SHEET SHEET NO.:9 OF 9 1„_,,11=T C3 EINE INEERINcS SECTION 7.0:Summary of Results and Conclusion Summary of Results: Parameter D/C Ratio Reference Sheet No. Shear 0.31 < 1.0 Body of Calc 6 Tension 0.81 < 1.0 Body of Calc 7 Uplift 0.96 < 1.0 Body of Calc 7 Bending 0.81 < 1.0 Body of Calc 8 Conclusion: The design of the structural system for the subject project is acceptable as designed by engineering analysis.All design elements shall be installed in accordance applicable codes, standards, and specifications and drawings. 0000 . . 0000 0000. .. 0000 0000.. 0000 .e... 0000.. 0000. 0000 •. 0 e ...e .. 0000 •.e..• 0 e0e 0000 . .. e. .0 . 0000.. ....ee . . . e 0 ...... 0000 . e . . .000.0 0 2015 Cueto Engineering,LLC.All rights reserved. PRODUCT INFORMATION AND DATA SHEET This product is a manufactured article as described in 29 CFR 1910.1200 and is not subject to OSHA's Hazard Communication Standard requirements for preparation of material safety data sheets WSDS). SANYO Batteries Manufacturer's Name In case of emergency contact: SANYO Energy(USA Corp.) SANYO Electric Co.,Ltd. CHEMTREC at(800)424-9300 2055 Sanyo Ave. Tokonabe-Cho Kasai-City San Diego,CA 92154 Hyogo,675-2332,Japan Telephone No.: (619) 661-4888 Telephone No.: 0790-43-2043 www.sanyobatteries.com Section I—Product Information Product: Lithium Battery Designated for Recharge?_Yes X No Chemical System: Manganese Dioxide Lithium Primary Model: Cylindrical(Crimp)Type Cells Nominal Voltage: 3.OV Section II — Composition/Information on Ingredients The ingredients are contained in a hermetically sealed case,designed to withstand temperatures and pressures encountered during normal use.As a result,during normal use,hazardous materials are fully contained inside the battery.The battery should not be opened or exposed tQ heat •0 0 0 0• • •••• because exposure to the following ingredients contained within could be harm hnf er Soso •• some circumstances.The following information is provided for the user's inforrpgt gq pnly. ••;• • •• • 77 �heiiitca�14at GA9 Nb:: ttt fl!' to ated e, z t tAt�tt .,�ttper in'g•• • s•• Manganese Dioxide 1313-13-9 3545 b�pfi'c�az�ard6' : . SSSS Lithium metal 7439-93-2 3°h• W&W pr rhibited . •• • Mixture solvent of carbonate _ 14-1510-160/0I0flambility �... •• Soso • and ether . . . . one: Lithium Trifluoro methane 33454-82-9 sulphonate(LICFaWs) "Weight of lithium per cell or battery:See table page 4. Section III—Physical Data Boiling Point(°C): EC:248,BC:240,DME:85 Specific Gravity: (H2O=1): Mn02:5.03,EC:1.32,BC:1.15,DME:0.87 Li-0.54,LiCF3S03:0.5-0.6(bulk) Vapor Pressure(mmHg): EC,BC<0.1,DME:61 Vapor Density(Air--I): EC-3.0,BC-4.0,DME:3.1 Melting Point(°C): Li-179,Mn02:decomposes at 535,LiCF3S03:430 Evaporation Rate(Butyl Acet.=1):DMEA.99 Solubility in Water: EC,BC:moderate,DME:complete Appearance and Odor: Lithium is a soft, silvery metal. Mn02 is a black powder. EC,BC is a colorless, odorless liquid. DME is a colorless liquid with a sweet odor. Date of Last Revision: Page 1 of 4 March 2006 Section IV- Fire and Explosion Hazard Data Flash Point(°C): DME: -1 Extinguishing Media: CO 2 or dry chemicals Flammable Limits: Not available Section V —Health Hazard Data Routes of Entry: Inhalation-Yes Skin-Yes Ingestion-Yes Health Hazards(Acute and Chronic): These chemicals are contained in a sealed can.Risk of exposure occurs only if the battery is mechanically or electrically abused.The most likely risk is acute exposure when a cell vents. DME is believed to be slightly to moderately toxic, and EC and BC are considered to be non-toxic but moderately irritating to the eyes. LiCF3S03 is irritating to skin,eyes and mucous membranes.Contact of electrolyte and extruded lithium with skin and eyes should be avoided. Carcinogenicity: NTP:None IARC Monograph:None OSHA Regulated: None Signs/Symptoms of Exposure: DME may be a reproductive hazard.Lithium can cause thermalaMfc?'. chemical burns upon contact with the skin. . 0000 . 0000 • .. •••• 0• 0000.. 0000 . 0000 Medical Conditions Generally Aggravated by Exposure: An acute exposure will not,;K;rally aggravate • •••• any medical condition. 669696 •• • 0000 0 00 04 ••• Emergency and First Aid Procedures: In case of skin contact with contents of batteft ,Vldlh imnaSdratdly "'• .. . .. . . 0000 with water.For eye contact,flush with copious amounts of water for 15 minutes.Do qot� •kle leaked •• material. If irritation persists,get medical help. eee" ••;• Section VI— Reactivity Data ' ' "•' Stability: Stable Conditions to Avoid: Do not heat,disassemble or charge. Hazardous Decomposition or By-products:N/A Hazardous polymerization will not occur. Section VII- Safe Handling and Use Steps to be Taken in Case Material is Released or Spilled: The preferred response is to leave the area and allow the batteries to cool and the vapors to dissipate. Avoid skin and eye contact or inhalation of vapors. Remove spilled liquid with absorbent and incinerate. Waste Disposal Method: Open cells should be disposed of in accordance with local regulations Precautions to be Taken in Handling and Storing: Avoid mechanical or electrical abuse. Batteries may explode or cause burns,if disassembled,crushed or exposed to fire or high temperatures.Do not short or install with incorrect polarity. Date of Last Revision: Page 2 of 4 March 2006 Section VIII Control Measures Respiratory Protection(Specify Type): Not necessary under conditions of normal use. Ventilation:Not necessary under conditions of normal use. Protective Gloves:Not necessary under conditions of normal use. Eye Protection: Not necessary under conditions of normal use. Other Protective Clothing or Equipment: Not necessary under conditions of normal use. Section IX— Recycling and Disposal Lithium batteries are best disposed of as a non-hazardous waste when fully or mostly discharged. The Federal Environmental Protection Agency(EPA)does not list or exempt Lithium as a hazardous waste. However,if waste lithium batteries are still fully charged or only partially discharged,they can be considered a reactive hazardous waste because of unreacted,or unconsumed lithium remaining in the spent battery. Such batteries may qualify as"Universal Waste"in many jurisdictions within the U.S. and thus can be shipped for disposal or recycling in accordance with Universal Waste requirements. Use a professional disposal firm for disposal of mass quantities of undischarged lithium batteries. DO NOT INCINERATE or subject battery cells to temperatures in excess of 212°F. Such treatment can cause cell rupture. Section X —Transportation Sanyo lithium cells and batteries are not subject to the requirements of the U.S.hazardous materials regulations pursuant to 49 CFR 173.185(b),IATA Dangerous Goods Regulations pursuant to Special Provision A45, and 1MDG Code pursuant to Special Provision 188. Each Sanyo cell 4r battery has bee1rtestect •••• under provisions of the UN Manual of Tests and Criteria,Part III,Sub-section 38.3. IfSdhj:o lithiuvt cells .' are used to construct battery packs,the assembler of that pack is responsible to the ba&ry has ..:. been tested in accordance with the requirements contained in the UN Manual of Tats and Criteria and; ••• shipped in accordance with applicable regulations. ."". . '. ' 0100 . .. . ... Batteries must be packaged and offered for transportation in a manner that prevents the daalnrous molefion of- :••• heat(for example,by the effective insulation of exposed terminals) and protects against shbrt circuits. •••• . . . . ...... 0000.. . . . 0000 The information and recommendations set forth are matte in g'dbd;faith and believed to be accurate as of the date of preparation. SANYO ENERGY CORP. makes no warranty, expressed or implied, with respect to this information and disclaims all liabilities from reliance on it. Date of Last Revision: Page 3 of 4 March 2006 WEIGHT OF LITHIUM FOR LITHIUM BATTERY ht of iNodel: } eigLw►r►1( 1}n /Cell or O83t8ry CR1220 0.8 0.01 CR2016 1.7 0.03 Coin-type OR2026 2:5 0.05 OR2032 3.0 0.06 CR2430 4.0 0.08 CR2450 6.9 0.16 CR-113N 3.3 0:08 2CR•i/SN 9.1 0.12 Primary CRI5270 11.0 0.33 Batteries CR14600 17.4 M62 CRI5400 17.0 0464 CR17335 16.0 0.67 CR2 11.0 0.33 Cylindrical- CR123A 17.0 0.57 type CR-V3 38.0 1.24 CR-P2. 37,0 1.14 2CR6(CR1 SOW) 40,0 1.08 2CR6(CR1733W) $810 1.14 CR17335E-R 16.0 0.56 CR17460E-R 22.0 0.82 .... OR17MHE R 16.0 • • 0.47 •••••� 0000•0 CR17450HE-R &0 " •0.71 ;••• •0 CR14260SE(SE-R) 9.0 as*:000.26 .... :0000:0000. Cylindrical- OR12800SE 16.0 *::::*0.48 :....: type CR17335SE(SE-R) 17.0 '....0 0.49 ; ...• 00:900 (SE serlea) CR17460SE(SE-R) 22:0 0 0 0 0,0 0.72 0 0 0 0 goes* CR236WSE(SE-R) 42.0 .. so 0 1.62 ..• i so**:* ML414 0.07 •.;•D0004 . •0 ML414R 0.07 ' ?:0007:...:. •••••• ML414RU 008 :..-*9.0007... . :•••• ML414RU2 0.08 0.0008 ML421 0.10 0,0009 ML serles ML614 0.16 0.0012 IMLS14R 0.19 00012 Secondary MLS21 022 0.0038 Oatterl" ML1220 0.80 0.009 ML2016; 1.80 0.016 ML20202.20 0.024 ML2430' 4.10 0.048 NBL414 0.07 0.0004 NOL series NBL414R 0.08 0.0007 NBL621 0:23 0,0038 Date of Last Revision: Page 4 of 4 March 2006 Packin List Order#: 969696 g No.of Cartons: 1 .elemenI1 Number of Lines: 1 ........ 297 Wilcox Drive Cust P COTIK Rel: Ship Date: 4/19/2017 I 11�YI ��II II I III II III III Bill-To Acct: H1 781560001 Gaffney SC 29341 Orders: 1-800-463-9275 Ship-To Acct: Cust Service: 1-866-752-9279 www.newark.com Ship To: Sold To: Bill To: STEPHEN REEVE STEPHEN REEVE STEPHEN REEVE STEPHEN REEVE 9549620252 STEPHEN REEVE 2501 S.PARK ROAD contact@reeveac.com 2501 S.PARK ROAD HALLANDALE FL 330090000 HALLANDALE FL 33009 US R 0 Ord Cust Po Order Shipped Previous Back H Line Line SKU UOM Qty Qty Shipped Ord.Qty COO HTC ECCN S 1 001 15C6534 EA11 3 3 0 0 JP 8506500000 EAR99 LITHIUM BATTERY,3V,1/2AA;Battery Voltage:3V;Battery Size Code:1/2AA;BatteryTechnology:Lithium;Battery Capacity:850mAh;Battery Tenninals:Raised Positive and Flat Negative;External Diameter..14.5mm;External Height25.2mm Mfr=: CR14250SE Mfr Name:DANTONA INDUSTRIES Pick ID: icP k OW: Date Code: Lot Code-, 64543105 3 BGAJHA Certificate of Compliance: The products included in the above shipment are processed in a system certified to ISO 9001:2008 and AS9120 for Quality Management and IS014001 for Environmental Management.The system is also OHSAS 18001 compliant for Health and Safety Management.This shipment includes the products represented by the Newark SKU or manufacturer's part number as specified in the customer's requirements or in any contract agreed upon by the customer and seller in writing.Further information or certification on the performance,manufacturing process or conformance of a specific product may be available on request,or directly from the manufacturer.This certificate is valid only to the original customer and is not transferable.Contact customer service at 1-800-463-9275,f you have any questions. Dan Hill Newark President THIS ORDER IS SUBJECT TO ALL TERMS AND CONDITIONS DISPLAYED AT: • • •••• *00*:* http:/Avww.newarkcom/terms-and-conditions •• • •••• • • so 0 000 0 • Yes=RoHS Compliant.YesX=Compliant per exemption.See our website www.nowark.com for definition of RoHS compliance.Newark is a distributor of electronic products �� manufactured by others.The Country of Origin data on the packing list has been provided by the manufacturer and Newark is not responsible for the accuracy of that data. Claims for pricing errors,shortages,and defective product must be reported within 30 days of invoice.Contact customer service at 866-752-9279.