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MCC-20-574Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: MCC-03-20-574 Permit Type: Mechanical - Commercial Work Classification: Alteration Permit Status: Approved Issue Date: 03/25/2020 Expiration: 09/21/2020 Location Address Parcel Number 9825 NE 7TH AVE, Miami Shores, FL 33138 1132060172290 Contacts 1 1 Owner 1 1 C&R AIR CONDITIONING CO Contractor ROBERT CHRYST 6073 NW 167th Street NW 167 ST C-4, Miami Gardens, FL 33015 Business: 3056856394 candraccompany@aol.com Other:9546804494 Description: EXACT REPLACEMENT OF 5 TON SPLIT SYSTEM. Valuation: $ 7,250.00 Inspection Requests: SOUTH LOCK ROOM (9825 FIELD HOUSE) 305-762 4949 TotalSq Feet: 0.00 .j Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $3.26 DCA Fee $2.17 Education Surcharge $1.60 Permit Fee $167.50 Scanning Fee $9.00 Technology Fee $5.44 Total: $243.77 Payments Date Paid Amt Paid Total Fees $243.77 Credit Card 03/16/2020 $50.00 Credit Card 03/25/2020 $193.77 Amount Due: $0.00 Building Department Copy 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. OWNERS AFFIDAVIT: I certify that all �theareoing[�inf�6rma on ' and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futheor a tho the ov n med contractor to do the work stated. Authorized Signature: Owner / ADDlicant / Agent Date March 25, 2020 Page 2 of 2 t � BUILDING PERMIT APPLICATION ❑BUILDINGJECTRIC ❑PLUMBINGCHANICAL JOB ADDRESS: M Miami Shores Village 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 (� t "c F BC 20 (::z! Master Permit No. �'j C-C- 0 gECEIVED R 1 6 020 Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CRP CO ACTOR DRAWINGS rni inrv• Miami nnria 7in- Folio/Parcel#: Is the Building Historically Designated: Yes NO. Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1 k �.0 Phone#: _� 0 S i 9. 5 Address: ( WS N d E _ f1 L) C— City: M , am 1 kz 2pC State: L Zip: Tenant/Lessee Name: finailG0. nor rs&� Phone#:,3g�6 ZScf' O t3 Email CONTRACT/OR: Company Name: C t R /1 t r AyU • o _Phone#: �)O b�y6j `L1 Address: 6 01 �3 N ( 6 7 s I C• u� 'j �f City: I C� : State: \ - Zip: v � O /S Qualifier Name: C k -T Phone#: Q State Certification or Registration #: L. A C 0 �Lb 'f 14 Certificate of Competency #: A Ly � O 0 9, -2 DESIGNER: Architect/Engineer: Add Value of Work for this Perm Type of Work: ❑ Additi $ 72S0.a 0 ❑ Alteration New Specify color roof�color thru tile: Submittal Fee $, ' (3i Permit Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $, Radon Fee $ one#: _City: ' uare/Linea7Repair/Replace age of Work: S Training/Education Fee $ CCF $ DBPR $ Zip: ❑ Demolition CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ I�3 ` (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi 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. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 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. Signature AL�l �CyZ� OWNER or AGENT The foregoing instrument was acknowledged before me this �b dayof MLIfCk 20 aQ by / 40 ULt Or n ey who i personally known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: 2— Seal: :T • JANET L. KRANZ ,; Canmission 9 GG 323898 W,:•' Expires May 9, 2023 %R :!,`.� ' Bondod TM Troy Fain Insumnoa s00-3E6•7010 *********** APPROVED BY Signature CONTRACTOR The foregoing instru ent was acknowledged before me this dayof 1r1 Q ('C h 20 by O 610 a IT, C k t 1 who i personally know to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 14�n# " Print: JANET L. KRANZ Seal: Commission A GG323898 Expires May 9, 2023 P,„►,T�; ' Bonded Tnnr Troy FsIn Insurance 80a3ES-70% ******* *********************************** la Examiner Structural Review ******* Zoning Clerk (Revised02/24/2014) Miami Shores Village Building Department 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 singlesheetsare n t a�cce�table. r ss where the work is being done : O 2 S "`� �"t oil. �•� J�� A�� e ( C � ) City: Miami Shores Village County: Miami Dade Zip Code: �? 0 1 .1 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 66 WRACfi 15 REQUIRED WITH ALL SUBMiTALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER el-t AHU or PKG. UNIT MODEL# a Lt 6 N COND. UNIT MODEL# j G ,ill , O% O KW HEAT NOM TONS AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CUtjo PKG AHU CU PKG 3) VOLTS O 1 tl AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT NO YES NO NEW 4"CONCRETE SLAB S NO YES NO NEW ROOF STAND YES 0 YES NO NEW RETURN PLENUM BOX YES Minimum Circuit Ampacity (Wire Size): 17 •-S 2. Maximum Overcurrent Protection (Fuse/Breaker Size): LA 0 3. Voltage of Circuit (208 240 480): 19 H 4. Size Disconnecting Means: !�L4 O _/ Q Contractor's Company Name: C'c- F A 1 t C b v, J. Go . Phone: 13CIS wCC 6 V� V r LI State Certifica e e ist do G C 0'26 H H) Lj Certificate of Competency No. o O 0 Signature Date: 1 - 16 ' 1 02 0 ( er's sig filure) (Revised02/24/2014) Mar 115 1U 1 U2Ua L; ilk K Air uonOitioning l:o avo 000 O"D P. I Certificate of Product Retinas AHRi Caffied Reference Number: 9550366 Date: 03-16-2020 Model Status: Active AHRI Type; RCU-A-CB Series: LEGACY LINE AC Outdoor Unit Brand Name: BRYANT HEATING AND COOLING SYSTEMS Outdoor Unit Model Number (Condenser or Single Package) :114CNA060"0"A• Indoor Unit Model Number (Evaporator and/or Air Handier) : FB4CNP060L Region: Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN. TX, VA, AK, CO, CT, ID, IL, 1A, IN, KS, MA, ME, MI. MN, MO, MT, ND, NE, NH, NJ, NY, OH. OR PA, RI, SD, UT, VT, WA, WV, WI, WY. U.S. Territories) Region Note: Central airconditioners manufactured prior to January 1, 2015 are eligible to be installed in all regions until June 30. 2016. Beginning July 1, 2D16 central air conditioners can only be installed in regions) for which they meet the regional efficiency requirement. The manufacturer of this BRYANT HEATING AND COOLING SYSTEMS product is responsible for the rating of this system combination. Rated as follows to accordance with the latest edition of AHR1210f240 with Addendum 1, Perfomlance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or tigh Stage (95F), btuh : 56D00 SEER :14M EER (A2) - Single or High Stage (95F) : 11.50 ,rActlue' Model Status are those that an AHRI Cenificaaon Program Participant Is currently producing AND selling or offering for sale. OR new models that are bektg marketed but are not yet being produeed.7roduction Stopped' Model Status are those inert an AHRI CerfificaGon Program Participant is no longer producing BUT is still �e1(n® or otterirq for sale. K 1W that are atx V.Aniad by WAS indicate an Invdunim r to a new oub6shed_ra*c is shown _abnQw th the Are+rhous fi.e. WASI rahm. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no reVansibitlty for, the produal(s) listed on Rds Certificate. AHRI expressly disclaims all lability for damages of any hind arising out of the use or performance of the product(sly or the unauthodaed alteration of data fisted on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectery.org. TERMS AND CONDITIONS This Certificate and its contents are pwpdetary 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 par, be reproduced, coplekk dl$sminated: entered into a computer database: or otherwise utilized, in any form or manner or by arty means, except for the user's individual. personal and confidential reference. AIR•CONORIONING, HEATMiG, CERTIFICATE VERIFICATION & REFRIGERATION INSTFMTE The information for the model cited on this certhfiato can be refitted at www.ahridireetoryorg, dick on 'Verity Certificate' link WC Mahe lire buwr• and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which is listed above, and the CeRitieate No., which Is listed at bottom right. 02020Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: t32sea4a2ae33��ss w . ENGINEERING EXPRESS' Ex.P.E.R.T. (Englrwering Express Product Evaluation Report) 160 SW 12TH AVE SUITE 106, DEERFIEtD BEACH, FL 33442 (954) 354-0660 i ENGINEERINGEXPRESS.CoM REPORT HOLDER: BRYANT HEATING AND COOLING 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954) 247-2003 1 FL. WWW•BRYANT.COM Technical Evaluation Report DIVISION: 23 08 00—COMMISSIONING OF HVAC THIS Ut7c:umtn I Lvm Ilw"• ter • • - ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (Issued July 801, 2016 Subject to Renew July 701, 2017) Ime Heating a footing Sydow SCOPE OF EVALUATION (compliance with the following codes): THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ANCE RATINGS OR CE CERTIFICATIONS ARE OFFERED OR IMPLIED CTRICAL OR TEMPERATURE HEREIN. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Building Code Fifth Edition (2014) per FBC Section 104.11, FMC 301.15, FBC Building Ch. 16, ASCE-7.10, FBC Existing Building sections 701.1, 7D6.6.1, FBC Building 1522.2. and FBC Residential M1202.1, M1301.1, FS 471.025, Including Broward County Administrative Provisions 107.3.4. The product noted on this report has been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: - Product Evaluation Documents Substantiating documentation has been submitted to support this TER and is summarized in the sections that follow. Structural Engineering Calculations Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: • Maximum allowable unit panel wind pressure connection integrity • Maximum allowable uplift, sliding, & overturning moment for ground and roof applications Calculation summary for this TER is provided in the forces summary table. No 33% Increase in allowable stress has been used in the design of this product. Microsoft Excel was used to carry out the calculations present in this report. INSTALLATION: The product(S) listed in this report shall be installed in strict compliance with this TER & manufacturer -provided model specifications. The product components shall be of the material specified in the manufacturer -provided product f ons. All screws anchor manufacturer's be installed in accordance with the applicable provisions published installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. See final page for complete limitations and conditions of use. OPTIONS: This evaluation is valid for all BRYANT models present in the table located on the final page. FINISH: TER-16-3190.4 NOTE; GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL UNITS MAY DIFFER SLIGHTLY IN APPEARANCE. UNIT CASING MATERIAL: 0.86mm galvanized sheet steel ASTM A653 EDDS toll rolled steel for removable top panel. 1.14mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for base pan. Side protector steel grille ASTM A510 02.03mm vertical wire and 02.68mm horizontal wire, secured with #10-16 sheet metal screws Into top and base pan. INSTALLATION: Shall follow manufacturer specifications as well as the information provided herein. STRUCTURAL PERFORMANCE: limitations: referenced herein are subject k" the following design ASCE7-10 Exposure Category C Up to and including 175mph (Vuft) for up to 200' MRH•'. HVHZ"' Up to and including 170mph (Vuft) for up to 250' MRH" HVHZ"' Up to and including 200mph (Vuft) for up to 200' MRH". Non-HVHZ"' Ground or Roof Application per installation instructions "Mean Roof Height'"High Velocity Hurricane Zone Maximum Rated Wind Pressure: 193psf Lateral, 93psf Uplift (It:asDad Losd) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. ORIGINAL SIGNATURE AND RAISED SEAL EOUIREDTO BE VAID,PI R CODE: 01 o / 1. a • rd&L,I� r Frank LI,Bame i n n n- > Be may, ENGINEERWt4XPAE5't , , ' PE #0046S* �l '#9g85� L Baked enamel. p IM dW41- wro is and e% work In the at>p of � The FBC is datives APPROVED SOURCE (Section 221 •s 'An independent Person' fern or rorporetion, approved Y tts as g eri Ea essPJ 15 raguady pinoples to materials. methods or syslwrs analyses - Enginoenng Expels® professionals meat ma corrrpetenCY reQuuerttents a5 de5ned in llte FBC and an feM Char vgrk r5 engaged In cortducting and providing engineering evaluations of slngk derttent and Iun.sao buwv systems UNITS Engineering Express® I TER-16-3190.4 SECTION 2 PRODUCT INSTALLATION Roof or ground structure / substrate (Concrete. steel, aluminum see schedule below) Mps A or B. below 1u; OFMA..v8tlor5 Nag: Unit shown for mustrauon Purposes Orly. TIE -DOWN STRAP 3 CLIP SCHEDULE Tie -down Tie -down Ground or Roof Tic -down Step Gips per Gips per Height* I strap I I Unit(A Unit B NA NA-- 8 4 el Do 31 Na.: thsw«s mot ensuro 0 VW &a" tense to Im" ea 9 d" vAth Do L" UMalmo bmWdonotWM3htln=0 0 In �.r to we"M .m 0 0 toftow. 00 e TIE -DOWN CLIP (A) (GROUND AND ROOF APPLICATION) Miami Tech CUTD 1- wide ASTM A563 palvanized steel o.07- thick of varying wrrppn (FLt9731.2) Of equfv W for at cabinets tied down to a root structure or ground strucug: taster dip to stnucWrs t" anchor from Anchor Schedule Host S1tudsrs Table and (2) 010 SS 410 s"iNng screw to faster dip to unit base pan• irodai In unit wtM quwmuts shown In Tle .. Strap d Clip Schedule. Locate dips at 3' min away from the approp►de tourer uskq four CW Pet side (two at each comet) and four dips opposke side in the same conflpuration. Miami Tech kb ff C5CUTD4KG for ground 6 kK I C8CUTD4KR for roof appicellon. a U to 60' 80' Table 1 2 Required 8 Required 8 4 4 TIE -DOWN CUP (6) (GROUND AND ROOF APPLICATION) uP to uo' (uo') Up to 2D0' (250) 2 2 Required 8 4 Bp CUM 2- wide ASTM A283 (Grade D) steel 0.113' thick of varying fled down to a roof structure or ground structue Gr ound Grn NA NA 8 4 Wgth for all cabinets orequNOrddlps:fastenWtosWcWm&M(2)andarfmmAnchor U to 2 Required 8 8 4 4 Schedule to Host St UdM Tsbls end (4) #12 SAE Grade 5 shoot to unit base Pan. InsWI In unit whh quar"" Table 2 Up to 120' ( 2 Required meW screw 10 fasten cip In TW4&wn Strap fi CYp Schedule. Locate dips et 3' from the Up to 2DD' {2507 2 Re uired 8 4 shown aPptopiste corner. The value shown In parentheses Indicates the atiowaWe roof height In 17WO condii0ns_ i.e. 80' (80') aMp oan number TD-042. Indicates an asowable root height 01e0' for visno or W for 170mph null. Tla-down Stray d. Ceie: + See tables on lest pope for cabinet dasshio W0n. (for roof applications) ss anal be wrapped as shown in detail on section 4. The straps shell be Whiened toa:+wo is around the kudl Straps shag be 1' width and 22ga galvanized metal. For Nort-W . use (2) metal straps, up to 200' MRH. Yakus shown In table are minimum spedied. Using stronger straps Pen each height Is allowed st InStaigh discrelbn. ANCHOR TO HOST STRUCTURE SCHEDULE - Minlmun edge distance 3' from the unit comers- - Use a minimum of ile•down straps per side equaiy spaced, - pip height shall be adequate to fit SMS within base pan height Verify height on site. - Place an adjacent (1) #10 SMS to avoid the straps sip off. A. — 114' ELCO ULTRACON SS4 Anchor embedded 1 314- In 3,000 psi concrete. 211Y from edge minimum. NOA No.13-1205.05 B. — 114- .20 UNC SAE Grade 5 screw min. 1/2' from edges with nut and washer OD 1' NA. - No anchors apply. U0 tp 200' f2GP�r NA I 5131LITY OF THE PERMIT THE ST STRUCTURE IS E OF IN ALL CONDITIONS , LIS THE RESPONSIATERAL. AND UPLIFT FORCES BY SITE-SP HOLDER DESIGN. RNO WARORANTY OF ANY KIND. EXP LRESSED OR IMPLIED, S THE RATED INCURRED B OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS THIS UNIT' ENGINEERING EXPRESSO 160 SW 12'" AvE. SUITE 106 DEERFI£ID BEACH, FL 33442 Page 2 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM