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MC-18-532 Permit No. NIC-3-18-532 Miami Shores Village Permit Type: [eChttlCal-Commercials� 10050 N.E.2nd Avenue NE Perill Work Classification:ATC Replacement Miami Shores,FL 33138-0000 Permit Status:APPROVED yF ` Phone: (305)795-2204 CORiDA Issue cute:6/1912018 Expiration: 12/16/2018 Project Address Parcel Number Applicant r 11300 NE 2 Avenue Number: Adrian Hall 1121360000050-09 Miami Shores, FL 33138-0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 ` r Contractor(s) Phone Cell Phone Valuation: $ 30,000.00 NET TEMP CORP (305)994-9396 Total Sq Feet: 0 Tons: 15 Available Inspections: Additional Info:REPLACEMENT OF AN EXISTING 15 TONS Inspection Type: Classification:Commercial Final Approved: In Review Review Electrical Comments: Date Approved::In Review Review Structural Date Denied: Type of Work: Review Structural Scanning:3 Review Mechanical Review Mechanical Review Mechanical i Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $18.00 DBPR Fee Invoice# MC-3-18-66625 $13.50 03/01/2018 Check#: 1087 $200.00 $869.50 DCA Fee $9.00 Education Surcharge $6.00 06/19/2018 Check#:4301 $869.50 $0.00 Permit Fee $900.00 Plan Review Fee $45.00 Plan Review Fee $45.00 Scanning Fee $9.00 Technology Fee $24.00 Total: $1,069.50 � r In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to'the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. I OWNERS 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. Futhermore, I authorize the above-named contractor to do the work stated. yes, June 19, 2018 Author nature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 19,2018 1 iami Shores Village PI.-EcR ID JARO 1Building Department01810050 N.E.2nd Avenue,Miami Shores,Florida 33138 $Y \ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 rC> BUIL ING5 (�\ Master Permit No. �- PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [--]PLUMBING [0 MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2 Ave City: Miami Shores County Miami Dade Zip: 33161 Folio/Parcel#: 11-2136-000-0050 Is the Building Historically Designated:Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Barry College Phone#: 305.318.6886 Address: 11300 NE 2 Ave City: Miami Shores State: FL Zip: 33166 Tenant/Lessee Name: Barry College Phone#: 305.318.6886 Email: AHalliday@barry.edu CONTRACTOR:Company Name: Net Temp Corp Phone#: 305.994.9396 Address: 8325 NW 56 St Unit 3 City; Doral State: FL Zip: 33166 Qualifier Name: Antonio FarinasPhone#: 3059949396 or 3059154172 State Certification or Registration M. CAC057719 Certificate of Competency M DESIGNER:Architect/Engineer: N/A Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 30,000.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [a /Re lace Re air p p ❑ Demolition Description of Work: Replacement of an existing 15 tons split system with a new 15 tons rooftop package unit Specify color of color thru tile: Submittal Fee$ 0 ' Permit Fee$ 1 OD CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ �® TOTAL FEE NOW DUE$ (Revised02/24/2014) ,A i Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A 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. i J Signature Signature OWNER or AGENT CON-1FXCTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Z day of [E&ABLY ,20a /� ,' �J by .mac day of ( 20_��,by NOW kfNtQAU who is oersonally known to Alqjy.�n1 o -rG(100S , ho is personally kngwn_to_ or who has produced as mfr 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: Print: ATE MOLINA MY COMMISSION#G Seal: �rr.�y 'Notary Public State of Florida Seal: EXPIRES August 13,2021 Jeffry J Yao My Commission FF 168481 OF Expires 11/12/2018 ***** s**s*ssss******ss**s**s**ss*****s***s***s*ssssssss*sssssssss*s***s***s APPROVED BY P ns Examiner Zoning •/ �� Structural Review Clerk (Revised02/24/2014) 4 T -RICK-SCOTT;GOVERNOR - -- _-- - _M-_ -KEN tAWSON;-SECRETARY.,,: •" ,':- ,. .� _ .:.STATE O'F'FL`ORIDA+ '� ,. ."� _. DEPARTMENT,OF.`BUS[NES.S.AND•PROFESSIONALNREGULATION�; _ a CONSTRUCTION INDUSTRY�LICENSING`BOARD,-': N',%,�' , :+•r� "M.`,. "_.-w=�,w.,,"•wb°°" r,...�.^"""��{,►"�;}�,' :w,w."m�u".":+..��u:.*�k`'4.�..'o,�«,"`aw'�Y'M•�' ;."�"�4'�:., .wrt fi C , ,.a" * --..�"°' W'w'wn."�F'f�C 7LL}l!*W..y...Y•'' ,''•-+• , „+''y'�1�„^'k, ''4 .r •.' ,,v` ,,. - _ ; Tfie CLASS AAIR CONDITIONING CONTRACTOR?- Named b'Blow,ISICERTIFIED �,,... ... '��`„ `► �,� �h I t ..Under-the provisions of Ch2ipter�489,FS. ,, �► . ` 46% G(jo �s Expiratioxnn'date:-AUG.31;'2018"""�""" IL r^ 16 -FA R_INAS,,ANTONIO,DE NET,TEMPTCORP, MI`AMI� FL 33,1.7 ` ISSUED:"`OSl28/ZOt P. JIRED`808280001960 i 2018004460, -,Z f r�� 4 2�D1'7 2018 �?. ��•;�- ,__ , LOCAL 8US_l NESS T.AX RECEIP4T -� ?` , :CITY dF DORAL-FLORIDA "• s Y 84Oi Northwest 53d Terraco w MACHINES: ?x fDo I,.Fl6nda SEATS: ` Q 'x(305) 4 '593 6631 r. i 1r �'•, STATE 196MECI MECHANICAL CONTRACTORb ; �� f� fMPLUYEES;. ` .r $60.00 FOR THE PERIOD COMMENCING OCTOBER 1 2017 �' a�F �= LiCENS>`FEE:' �+AND EN INGSEPTEMBER30 20t8L'I`GE�SEO'TO ENGAGE IN THE FOLCOWING BUSINESS• ,k Business Name: * i NETTEMP CORP, �,' DBA: ` , 8325 NW 56 STREET UNIT 3% -1. Address: DORAL, FL 33166' x: ""' fr ° a� 3 '.` R�'�• •�. , t "fie :' Be V MUST COMPLY WITH APCF,PERMIT CONDITIONS,.NOt j OUTSIDE STORAGE OR DISPLAYS' Chief` nsmg tac �'-- � kli + • ,� —`*� NW 53rd Terrace,Doral,---FWida� 3166•V"..af doral.com•305=593-6631,F 3p5-593=8616 � T . . .. DATE(MMIOD/YYYY) .Aco CERTIFICATE OF LIABILITY INSURANCE 02/21/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Yeni Linares NAME: iSure Insurance Brokers,Inc. PHZONN Et: (305)223-2533 (305)220-0765 8700 W.Flagler St E-MAIL Yeni@iSureBrokers.com ADDRESS: Ste 270 INSURER(S)AFFORDING COVERAGE NAIC# Miami FL 33174 INSURER A: SLBINI-Maxum Indemnity Co INSURED INSURER B: Technology Insurance Co 42376 Net Temp,Corp. INSURER c: 8325 NW 56 Street,Unit 3 INSURER D: Doral,FL 33166 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 2017-2018 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDL POLICY EFF POLICY EXP LTR INSD VWD POLICY NUMBER M MMID LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ®OCCUR PREMISES Ea occurrence $ 100'000 MED EXP(Any one , $ 1'000 A BDG-0080872-04 04/27/2017 04/27/2018 PERSONAL S ADV INJURY $ 1,000,000 GEN'.AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 -POLICY F—]PRO- ❑ 2,000,000 JECT LOC PRODUCTS AGG $ OTHER: $ AUTOMOBILE LIABILITY �MBINED,SINGLE LIMIT $ ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per acddent $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIMB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNER/EXECUTNE E.L.EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBEREXCLUDED? NIA TWC3644055 07/20/2017 07/20/2018. (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached It more space Is required) AIR CONDITIONING SERVICING,REPAIR&INSTALLATION. License#CAC057719 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Village Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ��� ®1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD i t NORE& Miami Shores Village << Building Department o.,. "lull"" 10050 N.E.2nd Avenue ` Miami Shores, Florida 33138 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. Job Address(where the work is being done): 11300 NE 2nd Ave City: Miami Shores Village County: Miami Dade Zip Code: 33166 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 Change disconnecting means:YES❑ NO[2(ARHI Sheet Attached:YES 5�NO❑ Contract Attached:YES [� UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER Carrier nbn lecil Y))f, AHU or PKG.UNIT MODEL# 50TC-D16A2B5-0A0A0 C ut CCONR UNIT MODEL# N/A 12 KVJ KW HEAT cj To NOM TONS 15 Tons AHU CU PKG 1)M.C.A t4111 jf9 thppc Q63 AHU CU PK AHU CU PKG 2)M.O.P AHU CU PKG AHU C PKG 10 Q 3)VOLTS v2UQ a (� AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER 11.0 YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB S NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): Cp. rl 2. Maximum Overcurrent Protection(Fuse/Breaker Size): 15 3. Voltage of Circuit(208/240/480): J09 I a4 n 4. Size Disconnecting Means: �5 Contractor's Company Name:, Net Temp Corp Phone: 305.994.9396 State Certificate or Registrati n do. CAC057719 Certificate of Competency No. Signature J Date: � uaiifiees signature) i (Revised02/24/2014) STRUCTURAL REVIEW APPROVED DATE 8 7 6 5 3 2 I O tional Mountin CARRIER Chassis 5: p g Models: 48/50TC-size 16, SOTCQ and 48/50HC-size 14, 5 HCQ-size 12, 48/50LC-size 08(min) through 12 (max) ° condenser unit listed above conforms to the Florida Building CodQ5tEdition201 ) requirements for installation including High Velocity Hurricane ZoVHZ), Risk egory III/IV (V =186 MPH), exposure category"D", and installation height up to and including 65 feet above grade. 91 a N l Worst Case is-16 (Chassis 5) 115-7/8"x 63-3/8"x 57-3/8" E DETAIL A `� ALLOWABLE DESIGN PRESSURES FOR THE UNIT ITSELF: i L in SCALE 1 :8 Design Lateral Pressure= 197.2 psfCR 28.0 MIN Design Desi n Uplift Pressure=95.4 psf TO CL SCREWS AND WASHERS c V PER BRACKET,(8)BRACKETS Unit itself will withstand wind loads imposed by 197.2 psf lateral and 95.4 psf uplift design pressures, provided the 16 GA.galvanized base rails are fastened to a properly QTY.1 -3/8"SAE GR5 BOLT,NUT AND WASHER designed concrete slab, metal stand, curb, curb adapter, or other suitable mounting PER BRACKET INTO PROPERLY DESIGNED METAL arrangement and all factory supplied assembly fasteners are in place. STAND(BY OTHERS) OR QTY. 1 -3/8"POWERS WEDGE-BOLT+ANCHOR PER BRACKET INTO MINIMUM 2000 PSI CONCRETE 2.00 2.25 4X.19 1.00 SPC (BY OTHERS),AS FOLLOWS: I Curb Mounting 2-1/8"MIN EMBED _(_ t 2-3/4"EDGE DISTANCE 2X.1 9 3.00 SPC 2-1/2"MIN SPACING QTY.4-TEK.25-6.00 p ` 1.25 GALVANIZED SHEETMETAL H S.D.SCREWS AND WASHERS a 4.13 ° - —L_ 1 PER Z-BRACKET,(8)BRACKETS a 3.25 o rF L c 39 6.00 � 'E �—_ 4.50 N O i / THRU 2.75 ? /" U 75GALVANIZED STEEL GALVANIZED STEEL, 16 GA. /" N 16 GA.,90 DEG.BRACKET SECURE Z-BRACKET TO i INSIDE CURB PRIOR TO 0 ROOFTOP INSTALL $ m 2.00 G —j 2.00 ROOFTOP BASE PAN i /' - j SEAL STRIP(BY OTHERS) ' 1.56 APPROXUj 3X Q.26 I 2X.25 X 1.00(SUPPLIED) " /-THRU —�- �- -C U 6.00(SUPPLIED) U 2.50 C" n' 75 I _j ROOF CURB WOOD NAILER Z m QTY.2-TEK.25-1.00 a o m 4 4 ROOFTOP BASE RAIL GALVANIZED SHEETMETAL ROOF CURB S.D.SCREWS AND WASHERS (BY OTHERS) DETAIL C HOLD-DOWN BRACKET PER Z-BRACKET, 8 BRACKETS SCALE 1 :4 (SUPPLIED) PRIOR TO SEAL STRIP INSTALL a 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 Rational Analysis: Worst case is-16(Chassis 5) 115-7/8"x 63-3/8"x 57-3/8" For Access Panel Assembly(50TM500086 and 5OTM500061): Design Pressures complying to FBC Building U'an(Z=65): 53.0"x 53.30"assembly of draw formed 20 ga.panels anchored with(3)screws through face each vertical Q=186 mph(Risk Cat. =106.For Exp.Cat."D"and Z=65 ft,Kz=1.33,Kzt=1.0,Kd=0.90 side,(5)screws through face at bottom edge intp 16 ga.base rail,and top edge fits inside top panel(trapped). Qz=.00256KzKztKdV2=106.0 psf Lateral Wind Pressure=WL=Qz(3.1)=328.64 psf ' Uplift Wind Pressure= UL=Qz(1.5)=159.02 psf A=53.0(53.30)/12(12)=19.62 sqft Factoring in the required Load Combination factor(0.6): Load=19.62(106.17)=2082.8 His D Screw Load=2082.8/2(5+3)=130.17 lbs D Design Lateral Pressure=WL(0.6)=197.2 psf Safety Factor=306/130.17=2.4 OK for Components and Cladding Design Uplift Pressure=UL(0.6)=95.4 psf Remaining panels are trivial cases of the above due to greater fastener quantity or having openings that limit Since positive pressure acts toward the surface being considered and negative pressure acts away,only the uplift pressure negative pressure effects. will remove a panel ftom the machine. The design lateral pressure which is considered to act toward the windward surface is recognized to be a combination of the pressures acting on the windward and leeward surfaces. Wall pressure coefficient from ASCE7-10,Chapter 27,Figure 27.4-1 may be used to distribute the Design Lateral Pressure into positive and negative For connection of upper frame and panels to base rails: components acting on the windward and leeward surfaces,respectively. 16 screws each long side fasten frame posts and 22 ga.(min)panels to the long 16 ga.base rails. 6 screws fasten �o ~'00,N,N: inside panel to short base rail at air handler end.Opposite end is louvered and has a large opening in the top and mesh. ' ou.m- LB=63.375/115.875=0.55 for wind on long(115-7/8")side over cooling coils. N N �z Y� B L =115.875/63.375=1.83 for wind on short(63-3/8")side m u E m Lateral Wind Area=AL=114.35(53.625)/12(12)=42.58 sqft i "' vi Worst case positive pressure coefficient is 0.8 for windward wall which has a corresponding negative pressure coefficient of Lateral Design Load=42.58(197.18)=8296.6 lbs r a 0.5 on the leeward wall.The worst case negative pressure coefficient is 0.7 for the sidewall(side parallel to wind). Since Overturning Moment=8396.6(53.625)/2=225134 in-Ib o to n O1 s the windward and leeward wall pressures act in the same direction,the distibuted pressures are computed as follows: Uplift Wind Area=AU=114.3S(61.61)112(12)=48.92 sqft u Lateral Positive Design Pressure=197.18(0.8)/(0.8+0.5)=121.34 Ib/ft2(Worst Case Positve) Uplift Design Load=48.92(95.41)=4667.9 lbs C Lateral Negative Design Pressure=197.18(0.5)/(0.8+0.5)=75.841b/ft2 Uplift Moment-4667.9(61.61)/2=143794 in-Ib -- ............. C Sidewall Negative Design Pressure=197.18(0.7)/(0.8+0.5)=106.17 lb/ft2(Worst Case Negative) Screw Load=(225134+143794)/16(61.61)=374.3 lbs(shear) 22,20,and 18 ga.panels and columns are fastened together and to 16 ga,base rails using#10 serrated washer head self Safety Factor=927/374.3=2.5 OK for Components and Cladding tapping screws having 0.425"head diameter,0.19"nominal diameter,and 0.14 minor diameter.These screws are expected to exhibit the following properties based upon ICC-ES Report ESR-2196: Unit itself will withstand wind loads imposed by 197.18 psf lateral and 95.41 psf uplift design pressures provided the Pullout Strength in 22 ga.=306 lbs(ultimate)Pullout Strength in 20 ga.=351 lbs(ultimate) 16 ga,galvanized base rails are properly fastened to a suitable slab,stand,curb,curb adapter,or other suitable Pullover Strength of 22 ga.=828 lbs(ultimate)Pullover Strength of 20 ga.=993 lbs(ultimate) mounting arrangement and all factory supplied assembly fasteners are in place. Shear Strength in 22 ga.=684 lbs(ultimate) Shear Strength in 20 ga.=684 lbs(ultimate) Pullout Strength in 18 ga.=450 lbs(ultimate) Shear Strength in 16 ga.=927 lbs(ultimate) For connection of unit base rails to properly designed curb,metal stand,or structural concrete(by others): " Lateral Wind Area=AL=115.875(57.375)/12(12)=46.17 sqft For Top Panel Assembly(50TM500066 and 50TM500065 joined using SOTM500359 and 12 screws): Lateral Design Load=346.17(197.18)=9103.6 lbs 114.4"x 61.6"draw formed 20 ga.assembly,anchored at edges and through top,to 16 ga.center panel and Overturning Moment=9103.6(57.375)/2=261159 in-Ib y 18 ga.control box. Worst case portion is over air handler section since condenser section has(3)large holes Uplift Wind Area=AU=115.875(63.375)/12(12)=51.00 sqft in the top causing internal and external pressure to be equal. For portion tributary to air handling section: Uplift Design Load=51.00(95.41)-0.6(1305)=4082.6 Ibs A=61.61(55.41)/12(12)=23.70 sqft Uplift MomMoment=4082.6(63.375)/2=129369 in-Ib yr 0) Load=23.70(95.41)=2261.9 His B For connection of 16 ga.(min)straps,clips,or brackets spaced 28"min apart to unit base rails on long sides f- B For outside edge(9 screws,all in shear through 20 ga.top panel into 22 ga.indoor panel and corner posts): Using 1/4"(#14)self-drilling screws: tY _0 Screw Load=2261.9/2(9)=125.7 lbs Pullout Strength in 16 ga,=573 Ibs(ultimate) Safety Factor=684/125.7=5.4 OK Shear Strength in 16 ga.=1389 lbs(ultimate) 0) O For inside edge(8 strews in tension through 20 ga.top panel into 16 ga.center panel and 4 screws in shear �- through top panel into 22 ga.center posts): Using(3)screws per strap,clip,or bracket,with(4)straps,clips,or brackets each long side: U H Screw Load=2261.9/2(12)=94.2 His Screw Load=(261159+129369)/3(4)(63.375)=513.5 lbs(shear)at base rail outer surface U J Safety Factor=684/94.2=7.3 OK for Components and Cladding Safety Factor=1389/513.5=2.7 OK for Components and Cladding I For Inside Panel(50TM500063): For(4)Z-Brackets each long side similar to Micromed design but modified to eliminate hidden structural 0 61.5"x 53.42"draw formed 22 ga.panel anchored at edges with 7 screws through topanal into face at top, fasteners anchored to IS ga.(min)curb(by others): z° Q o ti 6 screws each vertical edge through flange perpendicular to face,and 6 screws at 7/16 Inch above bottom Shear Strength in 18 ga.=1218 Ibs(ultimate)Screw Load=(261159+129369)/3(4)(53.81)=604.8 lbs(shear)at curb inside surface edge through panel into base rail,and 5 screws between supply and return openings into stiffener Safety Factor=1218/604.8=2.0 OK for Components and Cladding (50TM500058)fastened to condensing coil. , A=61.5(53.42)/12(12)=22.81 sqft For Brackets 3.25-4.13"wide x 2"x 2-1/2",16 ga.(min),spaced 28"(min)on-center each long side, `n w Load=22.81(106.17)=2422.2 Ibs Using(3)screws per bracket,(4)brackets per side: rr Screw Load=2422.2/2(6+6)=100.93 Ibs Anchor Load=(261159+129369)/4(64.125)=1522.6 lbs(tension) O O O Safety Factor=450/100.93=4.5 OK for Components and Cladding Anchor Load=9103.6/8=1138.0 lbs(shear)at 3/4"beyond base rail outer surface -C C6 U A ? U r A For Access Panels(50TM500062): t For 3/8"SAE Gr.5 bolts with nuts and washers to steel(by others): O 9 D v 53.30"x 25.61"draw formed 22 ga.panel anchored with 3 screws through face each vertical side,2 screws Safety Factor=3720/1522.6=2.4(tension) OK Safety Factor=1937/1138.0=1.7(shear) OK Z i o through face at bottom edge into 16 ga.base rail,and top edge fits inside top panel(trapped). o A=53.30(25.61]/12(12)=9.48 sqft For 3/8"Powers Wedge-Bolt+anchors with 2-1/8"(min)embedment into 2000 psi(min)concrete(by others), �----b a '8 ---2 Load=9.48(106.17)=1006.4 Ibs 4"(min)thick,2-3/411(min)edge distance,and 2-1/2"(min)spacing: Screw Load=1006.4/2(2+3)=100.64 lbs Safety Factor=3000/1522.6=2.0(tension) OK Safety Factor=306/100.64=3.0 OK for Components and Cladding Safety Factor=3100/1138.0=2.7(shear) OK a 7 6 5 4 3 2 I 41TED 'CHHQ4.C}G!E'S SERIAL iTv 40l?S taG i P4 H2 i RLA LRA c VESIGNI TEST PRESSURE GsAt ---- LBS kg'HIGN PSf LBS' tg tOW PSf ;� 'kPa ""RS VOLTS AC IPHI HZ I 1A HP W t JOA AA i --- !EA TOTAL ,_::,SUITABLE FOR OVTDLUR USE C7WiT4r A4ff u MAX WN! A _WlY Yl11$ PTI —NL Ao0'�' _ WI QFMNfi.E TO GOI�lIST®lL 1NTEM114$ tYJES... ..`:�`-t'K'.'i'_,IW.HFF�-,ten.Of'6.C9 Fi'd'PIC If 4TER5 WSTAAEO F .019b HkTR�uliSb � t]IIi{M>GI'.(\Rpi PR+M.l.37b 1+t$yq��.rW.;L3CiF> �q�'�ny� J p ,. H 0 T I C E T ® RIGGERS i RIG BY usit'G FIELD 51JPPI.IEfl CA-FV 15 1N THE UNI, BASE RAILS. RlG W1�.,4 TOP ASS Y INSTAI..LED TO PREVENT UN17 DAMAGE BY RIGGING CABLE. DISTANCE 'A- BFTMFFN CF.4TER.S OF F'FLr, 51tPPt.FED ClEVf5 FOR PEPERE14CF C. A U T 1 0 N t r / D Certificate of Product Ratings AHRI Certified Reference Number :5581748 Date:02-26-2018 Model Status:Active Old AHRI Reference Number:: Brand Name:CARRIER CORPORATION Model Number :50TC**16***(5,6,1)A***(A,C,D,F)* Indoor Unit Model Number: Series Name :CARRIER WEATHERMAKER AHRI Type :SP-A Refrigerant Type:R-410A Hertz :60 Sold In? :Canada,Outside USA and Canada Rated as follows in accordance with the latest edition of AHRI 340/360 Performance Rating of Commercial and Industrial Unitary Air-conditioning and Heat Pump Equipment and AHRI 365 and subject to rating accuracy by AHRI-sponsored,independent,third party testing: Cooling Capacity 95F/Cooling Capacity 95F at 230v:174000/174000 EER 95F/EER 95F at 230v :11.00/11.00 Heating Capacity 47F1H ating Capacity 474 F at 230v: J � t� COP 47F/COP 47F at 230v Heating Capacity 17F/Heating Capacity 1717at 230v iI - COP 17F/COP 17Fat 230v : a+u�jj 00 06 f fl I y l°'�[TO@) tIEER/IEER at 230v:11.7/11.7 w tir The following data is for reference only and isnot certified by AHRI: Full Load Indoor Coil Air Quantity(scfm):5250 t"Active"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale;OR new models that are being marketed but are not yet being produced."Production Stopped"Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re-rate. The new Dublished rating is shown along with the previous 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.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.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, i 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.ahridlrectory.org,click on"Verify Certificate"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 right. ©2018Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 131641448612974411 �jt1ORES Miami Shores Vill age '"C /9'Z Building Department momP111 10050 N.E.2nd Avenue Miami Shores, Florida 33138 r �y� Tel: (305) 795.2204 ORiDA Fax: (305) 756.8972 Date: 3/6/2018 Permit No: MC-3-18-532 Mechanical Critique —Jan Pierre Perez need plans , t , t { ` Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. l 4 , mi'ami Shores Village Building DepartmentOJI 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �'�eNr .o�� Tel: (305) 795.2204 ORiDA Fax: (305) 756.8972 Date: 3/6/2018 Permit No: MC-3-18-532 Mechanical Critique —Jan Pierre Perez need plans TO � von C� r Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised• sheets and include one set of voided sheets in the re-submittal drawings. .;zb 1 • • ••• • • • ••• 1 52)2- RECEIVED ,5t►OREr • ••• • • • • ••• Miami Shores Village MAR 12 2018 Building Department 10050 N.E.2nd Avenue . . . . . .. .. . . . .. �� iami Shores, Florida 33138 res 0:0 ••• Tel:(305)795.2204 �IORIDp Fax:(305)756.8972 AIVCONDJTJaNJNIS'REPLACEMENT DATA • • • • • • 3-18-532 •• ••• •• 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. Job Address(where the work is being done):11300 NE 2nd Ave Miami Shores, FL 33161 City: Miami Shores Village County: Miami Dade Zip Code: 33161 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 Change disconnecting means:YES❑ NO Q ARHI Sheet Attached:YES ❑■ NO❑ '--Contract Attached:YES ❑� UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER Rheem AHU or PKG. UNIT MODEL# RLKLB180CL000 COND.UNIT MODEL# N/A KW HEAT 20 KW NOM TONS 15 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 11.0 YES NO REPLACING DUCTS YES NO X YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES NO X 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): 208/230 4. Size Disconnecting Means: _ Contractor's Company Name: Net Temp Corp Phone: 305.994.9396 State Certificate or Registratio CAC057719 Certificate of Competency No. Signature Date: I f g (Qualifier's signature (Revised02/24/2014) D .. .. . . Certificate:0* *1'r PrUdUdt Ratings AHRI Certified Reference Number :200084529 • ;De 192418 Model Status:Production Stopped I Old AHRI Reference Number::4607292 ,�' ; ; ',` ; : :.• ••• Brand Name:RUUD- MiarYli ShOr2S Village BY DATE Model Number :RLKL-B180C APPROVED IN JW Indoor Unit Model Number: DEPT Series Name AHRI Type :SPY-A ,' `EPT GOO Refrigerant Type:R-41 OA 5U I 1 U COMPLIANC - WITH ALL F- E L ;,fAi1e AND N I Y RU =S AND REGUL Hertz :60 AT IONS Sold In? :USA,Canada y' I , yJ� V Rated as follows in accordance with the latest edition of AHRI 340/360 Performance Rating of Commercial and Industrial Unitary Air-conditioning and Heat Pump Equipment and AHRI 365 and subject to rating accuracy by AHRI-sponsored,independent,third party testing: - Cooling Capacity 95F/Cooling Capacity 95F at 230v:170000/170000 EER 95F/ER 95F at 230v :11.00/11.00 f i Heating Capacity 47F/Heating Capacity 47F at 230v: � I / r f t COP 47F/COP 47F at 230v M Heating Capacity 17F/Heating Capacity 17Fat 230Qu ,, COP 17F/COP 17Fat 230v 6 IEER/IEER at 230v:11.1/11.1 �� The following data is for reference only and is not certified by AHRI: _. Full Load Indoor Coil Air Quantity(scfm):5500 i t"Active"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale:OR new models that are being marketed but are not yet being produced"Production Stopped"Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re-rate. The new publishecl rating is shown along with the Drevious(i.e.WAS)rating. 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.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.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, 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.ahridirectory.org,click on"Verify Certificate"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 right. ©2018Air-Conditioning,Heating,and Refrigeration Institute NO.: 131659624096813528 FRTIFICATE I - r�_4/6'' WIND CALCULATIONS: In accordance with FBC 2014 Alt-um IT Risk Category = II, HVHZ- RtiR rwa le6alt- V,,,, = 975 mph, Vad =155.(o mph z ft, Exp. Cat. _`�'', Ki=(,Q35 10 J647 N 0T E_ Kzt = 1.0, Kd = 0.90 1 qz= .00256KZKz�KdV2 =59.98 lb/ft2 IFNOS �.— �-- I For Unit to Stand, Z117i O _ Af QCr 1-9 ,4WMIM,`2Tf�N�yS_PL-r� — 57 Ar.= 74•0 ft2•j,��--rt = 1 • s.u�s 4•• ...... ►aaA =3a . 7-oREgv�tt ry TE. Ra�� Whoa =gzAGCt-:5599 IN :... W,,� =gzAGCr ..�59:•ibs• ,... NOTE: D„.n = 1667 I gVljhwiz;H*­ = p.:. • 1. Fasten unit to stand frames using qty.1?,- 8" long x 2" wide x 16 gauge (min) : Critical Load Cbmbinatiori;•CLC••. • galvanized steel straps located approximately as shown. Fasten each strap to CLC = (0.6D) 11- (O.bW) • •••• • unit using - #14x 1" SDSM screws with washers through top end and to CLC = 3,359.•••4bs (fi ?ontaj... stand beams using 2 - 1/4" x 1" bolts with nuts and washers through strap and ' CLC = 4995 lbs (vertical) bottom beam flanges. Screw Load = 93.3 lbs (tension) 2. Fasten stands to concrete roof slab using 1/4" x 2-3/4" min Tapcon anchors = 14501 lbs (shear) with washers through stand mounting plate holes with 1-3/4" minimum embedment into 2000 psi min concrete and 3" minimum edge distance. For Stand to Roof, Provide 2 anchors through each mounting plate, diagonally opposed. Af= 5,8 ft2, GCf= 1.9 'A,= 74,o ft2, GC,= Whoa =gzAGCf= 1 s STRUC Ta;_iAL REVIEW =gzAGC,= lb APPRO�-E'D DATE 47E. 5 2016 p _Buerosse_ _ CL = j 1 s o z tal)_ E. 0050867 CL = 29 3 -1 a cal) mple Road Anc r Lo d s (tension) MOUNTING DETN\1, Bldg. 3, Suite 220 = ? lbs (shear) Pompano Beach, FL 33064 9 _ _ - 954-633-4692 v ',i.: iv �i�� ► '�'� w v v v iF � �l _ _ o o yo�_� o o �4 Cp.�o . d mroLto I KIP EON*, �I� o mom®—mill-in-=��r4-1--i ao+a!�NON V :_� � \r �A / Q�� `,; �tA�v'C•1 �� �f///r.'�� Po J7 ,I \���\ � \`\\��0\i`\\\\\\\\\\`\\�i r - � .:..� II iJ� � !rid ' i' � ,. •�.• �'I� ,, NO \1� \\\\\\\�\ 91 oi ;' -® i'-.� -- - Wit.. - - ��ic� �� .1 ..u► 1.�.�.IT La NO �����Je art '� _a• ��� �a. �' � ` ` �` �,�'a ---•,---- II r Map ..ten is .iia ��a►� ►_�•Y � s►: .� - - - �� e ,r� •_ '�B� FA' MMI bill! �q k 11 e T { t� J 3 Adrian 2nd Floor o► *Ceiling Height: 12' 274' / T 21e 217 212 211 210 48 H217 215 213219 214a { P ELECTRICAL ROOF PLAN-N.T.S. y) p too O r RTU - 1 3AQ�Y uwivE'RstTY Nk m,,,,,, 51,o r¢'S , F Location:Roof-Existing 120/208 V.3 Phase4 W Main-200 A Rating: 200 A M.L.O. PANEL "R" CKT SERVES C.B P KVA I WIRE-COND CKT SERVES C.B P KVA WIRE-GOND 1 2 3 COMPRESSOR-115 EXISTING. 4 NEW-RTU 100 3 27.9 #4-1"C 5 6 9 COMPRESSOR-116 EXISTING. 10 AHU-1.15 EXISTING. 11 AHU-116 EXISTING. 12 13 14 Septic Lift Pump EXISTING. 15 Receptacle-217 EXISTING. 16 Receptacle-218 EXISTING. 17 Receptacle-217 EXISTING. 18 Receptacle-218 EXISTING. 19 Light EXISTING. 20 Receptacle-217 EXISTING. 21 23 COMPRESSOR-113 EXISTING. 24 AHU-113 EXISTING. WIND CALCULATIONS: In accordance with FBC 2017 Atc--UNIT Risk Category = II, HVHZ RLIV.Sli3GG,. Va = 175 mph, V.d =j55 6 mph z ft, Exp. Cat. =`L,�', Ki=Q85 - NQTE_1 Kz = 1.0, Kd = 0.90 qZ= .00256KZK=KdV2 =59.98 lb/ft2 I IMOTE Z.— For Unit to Stand, . , a �. Af= 40).1 ft2, GCf= 1.9 .A ,4�IrquM srAwb.s�� -- 57 Ar= 74.0 ft2, GCr— 1.5 ►a6x t7=1d�S.�7-o�c�vn-� -. �-NcK�T�� f�� >,o�—gZAGCf= 5599 lbs _ _. W — ' NOTE: W"w =gzAGC,= 6 59 lbs l• Fasten unit to stand frames usingI�- 8, long x 2 wide x 16 au _ D"�` — 167 lbs, Dhor;Z H = F =0 qt'• g gauge (min) : Critical•Load Combination = CLC galvanized steel straps located approximately as shown. Fasten each strap to CLC = (0.6D) + (0.6)7�) unit using - #14x 1" SDSM screws with'washers through top end and to CLC = 3,359 lbs (horizontal) stand beams using 2— 1/41, x 1" bolts with ;nuts and washers through strap and CLC = X995 lbs (vertical) bottom beam flanges. Screw Load = 93,3 lbs (tension) .2. Fasten stands to concrete roof slab using 1/4" x 2-3/4" min Tapcon anchors = f4501 lbs (shear)- with washers through stand mounting plate holes with 1-3/4" minimum } embedment into 2000 psi min concrete and 3" minimum edge distance. -w For Stand to Roof,- Provide 2 anchors through each mounting p late, diagonally opposed. Af= 55,6 ft2, GCf= 1.9 Ar= 74.0 ft2, GCr= 1.5 STRUCTURAL REVIEW Whoriz=gzAGCf= 6!>67 lbs APPROVED ' DAT W"ert =gZAGCr= (o65-) lbs D"ert = 1,76,( lbs, CLC = 38 j4 lbs (horizontal) APR 1 2018-. CLC = 49.3r lbs (vertical) MOUNTING DETP<\ John Anchor Load = ��.9 lbs (tension) F r R , 0050867 - _ Sample Rd. _ 7, ,5 lbs (shear) *�t tr _ BI g. 3, Suite 220 �3 t�-�' �w-�y', -� _ i Pompano Beach, Fl 33064 -- 954-633-4692 r Cos4orvl mo cC/ q D © b z _ rvt q, J� t rSk- 0 ► y7Lk 3 c-o o -F uO %vt (D A )C, C o v►[ r t-s s o r a." .... ...... 00 0 o til vi o x-119 r ...... A / C, com -e 5 sc 6 c� ✓l�. �' C 0'1 C-.( . . . . . . ...... A 2 6 joj� .;;.;. ;....: lk`h 2, o x'/23 L � A /Vo cN, Li � � re �NS � aI / � . r(� /V J 1 i J S > Is7 1130, fAuj "Z- qv-e, O CA I y-) L� 3 D C-) •••••• •• • •••••• Om woc"i'At • •••••• •••• ••••• •• •• •••• •••••• ` .kh•`. v • ti, - .;• .� �.. r w - LL Y.. -Y...a h;�::. ,c P'. .. - SAT a-a'"' .� '' � � � •�§ S[ �'S 31 jy.0 fiFr ,�S 3�r 'f�4a�`A'-" �' a� ��y/�.s�.yr ,g�.i.3... C•. yis �`.rn�C {� K,•?' y- F',,�,,, a Y r •..wr "Is '�.&Y 4 _`' �� .+�[.L)11iir'<: , ,�,: l.v`c ';Y� �¢ .' ��l►> - '�t'` S t1 �n g`d S. `}�� i t >Y A•• 2u � � � . .�y c 3•.. r�hee. z1 J���a$h�a y ,,,.�sw��� i .r f ~ "`€rf *� #�' 'h-.. .-vse ar'��. �� �� .t :.�". ¢�'e• ,,��'F� � ..- l3 �:''� -e a�. �r a_s� Y, �' � a.r :v"-� X of s - '..St' �,{_ .G - -�,,, z„,.� g.,, ,�; .'� j,`, �,�• IV ' ♦ k C. 4td P 4 rii; y " 3 =y.fa- - -. _�» a -yy B _ a 4 r 1 'SA•...a �.3�' sb i' rNO E" _.., � z.'x rY _ r�° 1�-5' � ix F n ycB-iT �'•� ��'.. Yi:.� �tlr j int�j-'k i •''3w 'n` C�al rl:',:.. �wy.i4 .� ,^ ,.'Cry 6' �''. _�'+V ` � s�t � -P.,�, !ytl hykitl �nyF�iFy1,.L�7+F• mow, u 't ': Y . 3•- PI�y'lY!���'RP' a 'kw 3 !, a b - Al E i ' .�-.+,ase,.C+. - ._ ``-`•��-.=..9i "+ s�+ _."a+". <yyKxs. � _�,�4':3. :'�e�,�� Cos4oyvl e, A S 4- S -7 1 p v A uj 2 a v-e, RHEEM SALES C040ANY 0UI'I=R ASSEMBLED FORT SMITH, ARKANSASO -Y to USE IN THE U.S.A. MODUA,NOJ RLKL.BI80CL 000 SERIAI,NQ F411701415 011110N CODE; ICMPRU MF-ri- C)A'VU 10/2017 O SSOR CC)I)r_, 8.153 POWER SUPPLY: VO IS 2013/230 PH 31 1-17-60 187=253 CQMPRF--l;sOIt-(cIRclKi I)vo1:1'S208/230 PH 3 RJ,A 25.00 1'RA 164,00 COMPPUSSOR(CIRCUll-2)VOUIS 208/230 PH 3 RLA 25,00 I,R.A 164.00 OUI'DOOlk FAN; VOLI'• ,i 2081230 PH I FLA 2_10 HP(AW) 112(0.3-7) IN()OOR BLOWER: VOUIS 208/230 PH 3 FiA 11150 Hfl(KW)3(.2,24) WNILR PUMP: VOI-'IN N/A pH N/A FLA N/A 1-11'(KW) N/A DESIGN IIR MSURE: 556 PSIO(3792 kPa)HIGH SIDL's. 250 PSIG(1724 kIla)LOW SII FACI'ORYCHARGE 115(3.26)/119(3.37)OZ(KG) 1.2A41(TA.LA.CIRCUI-11- MAXIMUM 1)LSIC.N 0(_rI-LL,,I-I-EMPERSI'URE- 24)0 F SINGLE POWER SLjpIvj.y FOR norl'Ho U4rI'AN4;H'6U/vl'ER-Krr • SCRATCH INK OFF SOASALLED! QUARE OWTVYER KIT - P- HUAIURKU HL—AI'ERKW HEATER Krr WWilio MIN. • MAK. 1-USL.*0*000 0 OR ClCb�. Wa; MODEL NO. 0) FIA 0 '-I;W-tCK-J-. UKIAoytjS'I- RXJJ- 208/240 V 41VIUCtry I 9J;V4CR TV94QA USA)' IF NO HEATER Krr INS-I-ALLM jky 0 90/90 cmoc 14.4/19.2 40/46.2 90190 • CE40C 28.8/38.3 79.9/92.2 •315/130 f 0 0 sole5/150 CE60C 43.2157.5 119-9/138.3 •1651188 • 175f2OO CE75C q CJ c ci 54171.9 149.8/172.8 202/231 25/250 • Uot �- a SEPARATE POWER SUPPLY FOR(3oTli LjNrr ANI)fiFATER Krr SCRAICH RK-Off SOWE OF HUAM--WINSIALLRD CIRCUff I HLATER KPI' HEK17ER KW HEATER Krr UNCI'MIN. MAX FUSE OR(XI'. BKR MODW,NO. (40 FLA ck-L SIZE(ClCr. BKR. MUST juai- 208/240 V AMPAC" BE HACR TYPE POR USA) IF NO HE-ArL-R XrF INSTALLED - COC: 14.4/19.2 40/46.2 50/58 50160 CT-AOC 28,8138.3 79.9/92.2 100/116 100/125 CE60C 43.2/57.5 119.9/138.3 150/17.3 150/175 CL-'75C 54/71.9 149,81172.8 188/217 200/225 CIRCUIT 2 UNP-MIN. CIO'. AM[PACrI'Y 75Y75 MAX FUSE OR C10'. I3RL;AfKf3RSIZL 90/90 (CIC17. SKPL MUST RE HACR I*YPE-POR USA) Sll=-CMt=C%lRRrN- T.5kA RMS SY&ftLrMjr-ALAT RAM VCM.TAC;rj CLEARANCETOCOMBIM713M MA7F7tiAL0 IN(0)(M)FOR CAMNET.DOCti-itarl PlkXM &DISCILARGII DUCT IcN CEIYflFftD FAR ClnrAXA INSrALLA710N Y, 2- X4 LISTED • c CENMRAL.COOLING 0 fig AIR LX)Nuj riom% LISTED 7F62