Loading...
MC-19-2935Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 01/06/2020 Parcel Number 1286 NE 98TH ST, Miami Shores, FL 33138 1132050090300 Contacts Permit NO.: MC-12-19-2936 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved E x p i ration: 07/06/2020 1 LAWRENCE STANFILL Owner 1286 NE 98 ST, MIAMI SHORES, FL 331382561 Other: 3057517438 C&R AIR CONDITIONING CO Contractor ROBERT CHRYST 6073 NW 167th Street Suite C-4, Miami Gardens, FL 33015 Business: 3056856394 candraccompany@aol.com Other:9546804494 .___. Inspection Requests: Description: EXACT REPLACEMENT OF 5 TON SPLIT SYSTEM Valuation: $ 7,495.00 Inspec i n Re Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $3.93 DCA Fee $2.62 Education Surcharge $1.60 Permit Fee $212.33 Scanning Fee $3.00 Technology Fee $6.56 Total: $284.84 Payments Date Paid Amt Paid Total Fees $284.84 Credit Card 01/06/2020 $234.84 Credit Card 12/13/2019 $50.00 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. ORS AF�IDA ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws reg la 'rA qpn u ion n z ling. Futhermore, I authorize the above named contractor to do the work stated. Authorized SicJhdture: Owrt* / Applicant / Contractor / Agent Date January 06, 2020 Page 2 of 2 '�ZIl�I11 BUILDING PERMIT APPLICATION ❑ BUILDING ❑ PLUMBING JOB ADDRESS: ❑ ELECTRIC MECHANICAL Miami Shores Village EN7ERED Building Department DEC 13 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY:— INSPECTION LINE PHONE NUMBER: (305) 762-4949 Wi] Master Permit No. Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 12S6 ►j(— q&ST Folio/Parcel#: Is the Building Historically Designated: Yes NO V Occupancy Type: Load: Construction Type: Flood Zone: BFE: [- FFE: c� OWNER: Name (Fee Simple Titleholder): D r Phone#: J D V 7�'• 7- �34�' Address: I a g 6 N 67 9 es T City: ( A VY1 ( .S L1 O tej State: 1- I . Zip: l Tenant/Lessee Name: Phone#: Email: ^ r/p f CONTRACTOR: Company Name: I' A r 'Coy d• C o Phone#: J W 6 p V A 39(J / Address:. 6 6 7-3N� l b% S T v.L4 City: J Qualifier Name: Vh -e rT T C N r v -�— Phone#: 2 () S'6 eSb ,13g y State Certification or Registration #: C A C o 2 6 4 1'4 Certificate of Competency #: Li 8 802.3 DESIGNER: Architect/Engineer: Add City: Phone#: dV Value of Work for this Permit: $ 74 9 - ' • Square/Linear FFoo age of Work: Type of Work: ❑ Addition ❑ Alterg�tion [� New u Repair/Replace Description of Work: Specify color of co/o'r;thrcf'fe •�x Submittal Fee Scanning Fee $ Radon Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Zip: ❑ Demolition CCF $ CO/CC $- DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 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: 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. Signature k Signature Wi CY OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this 12 day of b • -t/1 20J by ar'AAX�N� A - Sr/��o is ersonally know o me or who has produced The foregoing instrument was acknowledged before me this :1 dayof 20 ! by O 1D 1� 't i + +C�%rUJej' !who is ersonally known o as me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: as Sign: Sign: _ �W� -14vw Print: Print: 'Ta h e� k h2 Ih'rt~ � • JANET L. KRANZ Commisskm N GG 323898 Seal: Seal: JANET 1. KRANZ "j wff Expires May 9, 2023 r ' Commission I GG 323898 Bonded D. Troy F& Mlmnee 800.385-1019 t { Expres May o, 2023 ..,,h. BoMd TMu Troy Fein Msunna 800485•7019 APPROVED BY !/ oPlans Examiner Zoning Structural Review 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 single sheets are not acceptable. n Job Address (where the work is being done): 12 86 i'V � L S T City: Miami Shores Village County: Miami Dade Zip Code: 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 [� ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT Or MANUFACTURER UrL44 Ire k V AHU or PKG. UNIT MODEL# F 13 14 C, N VO(� t 060 COND. UNIT MODEL # 10 KW HEAT 10 NOM TONS Is- AHU CU PKG 1) M.C.A AHU U 4111WKG AHU CU PKG 2) M.O.P AHU7qjaU Lj 1*G AHU CU PKG 3) VOLTS 0 1 H 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): '' 11 I p 3. Voltage of Circuit (208/240/480): d 0 0 V 0 l+ PH 4. Size Disconnecting Means: 60 j Q r Cy Contractor's Company Name: C A, fCo,J C o Phone: � �S O/C��V �j � / L( State Certificat o Reg' tra " o. C A (,O9U Lf jt Certificate of Competency No. ®� "1 � Kozo Signature Date:N-112 ualifier's signature) (Revised02/24/2014) Certificate of Product Ratings AHRI Certified Reference Number: 202476006 Date: 12-13-2019 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) : 116BNA060B0"B' Indoor Unit Model Number (Evaporator and/or Air Handler) : FB4CNP060L Region : All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL � � 1 ��7 • IA, IN, KS, PlYltILA�N11 Md M I, M , � MSMT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, 7 'TAA,NNV, WM, VV1� t1.S. Territories) • • • • • • • Region Note : Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in: ll retgions • until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed j%Fe,&11�(s) for • • • • •; which they meet the regional efficiency requirement. • • • • • • • The manufacturer of this BRYANT HEATING AND COOLING SYSTEMS product is responsible for the rating d: this6fttem coMbination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance 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)-^Singl or High Stage (95F), btuh 56000 SEER: 15.00 EER (A2) - Single or High Stage (95F) : 12.50 t 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. Ratinas that are accomoanied_by WAS indicate an involuntary re -rate. The new published rating is shown along with the previous (i.e. WAS) ratina. 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 Indlvldual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; M!N 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.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. '— ©2019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: t3220724298so53850 44 . . � ENGINEERING EXPRESS"' EXA.ER.T. (Erpinssring ExWsss Product Evalustton Ripon) 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-06601 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 UllVUMCPII VVn r-1'" 1` 1 • • ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (issued July 8'", 2016 Subject to Renew July 701, 2017) I I Nesting A Cooling systetn: SCOPE OF EVALUATION (compliance with the following codes): THIS IS A STRUCTURAL. (WIND) PERFORMANCE EVALUATION ONLY. NO MANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED ICAL 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, 706.6.1, 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 support this TER and Substantiating documentation has been submitted to 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 he design of this product. Microsoft Excel was used to carry out 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 specked in the manufacturer -provided product specifications. All screws must be installed in accordance with the applicable provisions & anchor manufacturer's published installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shall e forbe in strict accordance complete limitations and (th this TER as noted conditions of use. herein. See final peg 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 VJr64riP,0RT ARE FOf ILLUSTRATIVE PURPOSES ONLY. ACTUAL UNITS MAY DIFFER SLIGHTLY IN+APPEA�• IS UNIT CASING MATERIAL: • • 0.86mm galvanized sheet steel A37MOA653 ED&S eDWrolled 610a6114 removable top panel. 1.14mm gale' F it sd sheet steel ASTM A653 EQDS cold rolled steel for base pan. Side profsector steel glille ASTM M0 02.03mm vertical wire and 02.68rW ho*ontal wl10, Seeared wd_; # a i; sheet metal screws Into top and ba5g pan.: • 00 •••••• . . • INSTALLATION: Shall follow manufacturer specifications as well as the information provided herein. STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations: ASCE7-10 Exposure Category C, Risk II Up to and including 175mph (Vult) for up to 200' MRH". HVHZ"' Up to and including 170mph (Vult) for up to 250' MRH", HVHZ" Up to and including 200mph (Vult) 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(Ie.D..dL�d) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded, ORIGINAL SIGNATURE AND RAISED SEAL EQUIREDTO BE VALID PER CODE: i ilk' , �) • i f. 'J tt ' 0, p / / k • r A: i Frahk Lf,Btnna , BI ' ENGINEERWt4X 5 PE #0046549 �FA' 9�85r,L ` Baked enamel. hm Or "Orpor"On, approved by m• t� W dM1dai Ve LL cap d ali can •nd *4r wok In ttta ettPtiEXP`1` $ en9neaut9 Tha FBC 1a ;•boas APPROVED SOURCE (Samon. as •An independent P•t=er'• r E�pressm IS regularly prinoptes to materials. methods a systems analyses' Engineering Express® Prdessiavb meet me competency eq*e me"B as ttalned In ttte FBC end an seat their work En9tn•enng engaged In eonwueeing and providing engirta-N evatuatlons ofsinglO•clement and IuII•sealo bud" systems • SPLIT UNITS SECTION 2 PRODUCT INSTALLATION 9.00 roof or ground structure I substrate 'cowete. at". aluminum see schedule bebw) Note: Unit shown for Illustration purposes OniY. i E-D••••••• QTeI� �Srl IP �CHE_�U�-E Tie -down Tie -down pips per ` Cups per + Ground or Roof Tie -down Sip Height'e strap �...., Ne NA U to 9130' Z Tablet U (�) 2 Up to 2W (2-W) 2 lips A or B. below lull aI,—, a1ti0nS 8 4 g 4 g 4 Ground NA NA e y U to 6w W 2 Re uired 8 4 Table 2 Up to LV ( 2 Required 8 4 Up to 20D' i�7 2 Re uired 8 4 *The value shown inparentheses indcales the ybwable roof height In 170mph conditions. i.e. W Indkotes an slow" roof height of 60' for 176mph or W for 170mph VUIL + See tables on last page for cabinet cysoksoon. Note: 4. The strap= shad be tightened b a snug fit Straps shag be wrapped as shown h i stale on aactlon w&ad metal. For Non-FNHZ. use (2) metal around the unit Straps shall be 1' width and 22ga gaN Using stronger straps per amps, up to 2o0' MRH. Vawes shown In table are minimum apedit ' each height Is allowed at pnstalers duration. Unit I Ground or Roof I Conaete Model` Height! 3,000 Psi Table 1 Table 2 31r Min 3/8' Min 6061 T6 A36 Steel .,..�,_..- Engineering Express® I TER-16-3190.4 04 0�0 Niot.: tneusers mlut enure the caeca urea to lawn the 9•40wn d" On go urn 0 bypendondWxhftcW 0 In order to P*vW t em o deelese a the cos 40 e TZ-DOWN CUP (A) (GROUND AND ROOF APPLICATION) Miarni Tech CUTD 1' wide ASTM A553 Paanlzed steel o.07• own 01 very" lan<M (FL1�1.2) or equNSION for all eabk,ets fled down to a roof structure or around grUMM fasten dip to structureuslrng anchor from Anchor Schedule to Host Sfn"" Tsble and (2) f110 SS 410 seN-dIiNng screw to fasten dip to unit bade pan. install in unit with quenoijes shown in Tie down Strap a Cap SchMd� at 3' min awray from the apprOV ale Corner �0 in s p same (two at each comer) and four dips ORWI h b Jai e • • configuration. Miami Too kk jPSBCt)TWKG CBCUTD4KR fro or of appiWllion• • : • • • . • 6 • • •• •••••• O • C • • • • •• ••• • • ••••• Or • • • •••••• TIE -DOWN CLIP (B) • • • • • • • • (GROUND AND ROOF APPLICA"ON) • - i • - BMP Cap! 2- wide ASTM A283 (Grade D) steel 0.113- thick of varying length for an cabinets tied down to a rod structure or ground structure to eQYtytfenrdips; fasten dap, to sructure using (2) anchor from Awl" Schedule to Host Stnrcttae Tat>fa and (•Ino pan. nstall In unit wAth quantities metal screw to fasten Cap & Clip shown le Tie�own Strap p Schedule. Locate daps at 3' from the appropriate comer. BMP corn manber M-042. TI J_...p —VN &CUD: (for roof applications) - Wrilmum edge distance 37 from the unk comers. Use a minimum of to -down straps per side equaYY spa . . Clip height shall be adequate to At SMS wdthin base Pan height Verify height on site. - Place an adjacent (1) 00 SMS to avoid the straps SIP off. & — 114' ELCO ULTRACON SSA A ICW embedded 1314— In 3,000 Psi concrete. 21/2' from edge minimum. NOA No.13.1205.05 6. —114- .20 UNC SAE Grade 5 screw min. 1Z from edges with nut and washer OD I. NA. - No anchors aPPIY- AND UPLIFT FORCES 13Y SITE -SPECIFIC DESIt3N. N0 WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST S THE RATED GRAVITY. LATERAL. OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF rTHE HOST STRUCTURE ECAR CH RY FL 3344IGN 2 FORCE LOADS INCURRED 2 of 5 THIS UNIT- ENGINEERING EXPRESS 160 SW 12 AVE. SUITE 106 DE (954) 354-0660 ENGINEERINGEXPRESS.COM