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MC-15-2111 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241746 Permit Number: MC-8-15-2111 Scheduled Inspection Date: February 01,2016 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: VOGT,ALEXANDER Work Classification: A/C Replacement Job Address:9420 NE 9 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060020020 Project: <NONE> Contractor: C&R AIR CONDITIONING CO Phone: 305-685-6394 Building Department Comments EXACT REPLACEMENT OF 3 TON SPLIT SYSTEM. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 29,2016 For Inspections please call: (305)762-4949 Page 8 of 36 a z YY Miami Shores Village PBI /L y `M#b h+3>I3 C 1 Re l HA . 10050 N.E.2nd Avenue NE R rCL'�t CF1�T011`Al ItG Re lament * •"' ""' Miami Shores,FL 33138 0000 r �em7it Staff:API�1t�D Phone: (305)795 220441 , = - 8iJI`i Expiration: 02J23/2016 Project Address Parcel Number Applicant 9420 NE 9 Avenue 1132060020020 ALEXANDER V= OGT Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell ALEXANDER VOGT 9420 NE 9 AVE MIAMI SHORES FL 33138-2923 Contractor(s) Phone Cell Phone Valuation: $ 4,195.00 CSR AIR CONDITIONING CO 305-685-6394 (954)680-4494 Total Sq Feet: 0 Tons:3 Available Inspections: Additional Info:EXACT REPLACEMENT OF 3 TON SPLIT SY Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# MC-8-15-56776 DBPR Fee $2.20 08/27/2015 Credit Card $ 118.23 $50.00 DCA Fee $2.20 Education Surcharge $1.00 08/19/2015 Credit Card $50.00 $0.00 Permit Fee $146.83 Scanning Fee $9.00 Technology Fee $4.00 Total: $168.23 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 the foregoing info a'o all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above- a cat to d h work stated. August 27, 2015 Authorized Signature:Owner / Applicant / Contrac o AgentN Date Building Department Copy August 27,2015 1 Miami Shores. L es Village , A � 2015 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 20 k- BUILDING Master Permit No.-M� I,�" 2111 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [MECHANICAL []PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP y� G� CONTRACTOR DRAWINGS JOB ADDRESS: 13 —i a o f A^v I Ay e- Ci : Miami Shores County: Miami Dade Zip: 13 12 1 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: n Construction Type:/ Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): A 1 )(9�t7'e� y 04 fi Phone#: Address: L4 as O AJ tJ 16- City: v►'� �n®f iQ� State: F) - Zip: - Tenant/Lessee ip: -Tenant/Lessee Name: Phone#: Email: (� /► CONTRACTOR:Company Name:-C � + R A t Phone#: J 0-�'6 &T.639 y Address: 6 o -7,3 N kiJ 110 l XT C -q City: /n!I q 6'11 i _ State: �' Zip: � �® 1 S Qualifier Name: obetT an• C k t�S T Phone#: 3 0y6 k�' (Q I C/ State Certification or Registration#: ` C o 6 4 i 4 Certificate of Competency#: ® 013 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ `1 C) Square/Linea7Repair/Replace age of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Demolition Description of Work: Y Specify color of color thru the: Submittal Fee$ co- Permit fee$ l CCF Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$aE�aQl (Revised02/24/2014) r 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. 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 Vy lam/ Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instru ent was acknowledged before me this 9—I day of 4,c'-C 20 ) by _�day of o a� ___,20 1 S by AIr)CAndtt VO Ztl tl who i ersonally known o Rober�T . C Ouj ,who i ersonally know 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: y Sign: �� vt�u� Print: ® e rt C k e l S I Print: T®i n el k r Seal: R08ERTJ.CHRYST Seal: ,.*tiy�!', JANETKRANZ ;.' Cwnftsion#FF 086147 s Commission#FF 197298 ` Expires May 24,2018 OleExpires a Yaub+hau lig Fdn ba.aros M P' BondW Tku Tay roy F�.2019 Inturrgo 600.89.1011 APPROVED BY . �' lans Examiner Zoning Structural Review Clerk IRevised02/24/20141 Miami Shores Village Building Department "" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �IpRIDP 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 Aare not acceptable. Job Address(where the work Is being done): in —i _ I ® 1V I A°I/e 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 d NO ARHI Sheet Attach ❑ ed.YES NO ❑ Contract Attached.YES []� UNIT BEING REPLACED DATA NEW UNIT ('ct X11 Z MANUFACTURER 15(l—Liq 111 T V4 V 7 39 AHU or PKG. UNIT MODEL# y L+ I)�j Y,0 COND. UNIT MODEL# 1i6 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/SEER16. 0 YES NO REPLACING DUCTS YES 0 YES NO REPLACING THERMOSTAT YE NO YES NO NEW 4"CONCRETE SLAB (ffp NO YES NO NEW ROOF STAND YES ja YES NO NEW RETURN PLENUM BOX YES O 1. Minimum Circuit Ampacity(Wire Size): 4' (0 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3 0 1 4 0 3. Voltage of Circuit(20 240 80): 4. Size Disconnecting Means: ® �� Contractor's Company Name: _ C k f Co rj • C 0 Phone: State Certificate o e9s atio _ (2. A C �� 19 y 1 Certificate of Competency No. Signature Date: al e—e si n ture) (Revised02/24/2014) tion ualifies for eral ® ° IEfficiency aTax Cred t when a aced in service beteen Feb 17,2009 and Dec 31, 2014. Certificatw,^ of Prouct Ratings N11111111111� AHRI Certified Reference Number: 6946495 Date: 8/18/2015 Product: Split System:Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 116BNA036****A Indoor Unit Model Number: FX4DN(B,F)037L Manufacturer: BRYANT HEATING AND COOLING SYSTEMS Trade/Brand name: BRYANT HEATING AND COOLING SYSTEMS Region:Southeast and North (AL,AR, DC, DE, FL, GA, HI, KY, LA, MD,MS, NC,OK, SC,TN,T),VA AK,CO, CT,ID,IL, IA, 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 air conditioners manufactured prior to January 1, 2015,are eligible to be Installed in all regions until June 30,2016. Beginning July 1,2016, central air conditioners can only be Installed In region(s)for which they meet the regional efficiency requirement. Series name: LEGACY LINE PURON AC Manufacturer responsible for the rating of this system combination Is BRYANT HEATING AND COOLING SYSTEMS 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: Cooling Capacity(Btuh): 34200 EER Rating (Cooling): 13.00 SEER Rating (Cooling): 16.00 IEER Rating (Cooling): Ratings followed by an asterisk(*)Indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which Indicates an Involuntary rerate. 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 arty means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model died on this certificate can be verified at www.ahridirectory.org,dick 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 ©2014 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 130844065384229382 l - BRYANT LARGE BASE CUBE BASED ON A REVIEW AND ANALYSIS THE FOLLOWING UNITS CONFORMS TO THE 2014 FLORIDA BUILDING CODE AND THE ASCE 7-10 WIND ANALYSIS CODE. SEE ENCLOSED ANCHORING DETAIL REQUIREMENT AS SPECIFIED IN SECTION 1620 FOR MAX WIND SPEED OF 180 MPH AND A 3 -SECOND GUST , MAX HEIGHT OF 60 FEET. B -yallt t3asepan Size Height (in.) 189BNVO49 Large 4411 NOTE: ALL OF THE WIND RESISTING EXTERIOR PANELS, INDIVIDUALLY MEET OR EXCEED THEIR CAPACITY TO RESIST THE DESIGN WIND LOADS AS STATED IN THE CALCULATIONS AS REQUIRED BY THE FLORIDA STATE BUILDING CODE 2014. DUE TO THE INDETERMINENT NATURE OF THESE UNITS, DISTORTION AND DEFLECTION CANNOT BE ACCURATELY EVALUATED, BUT WITH DIAPHRAGM ACTION OF EXTERNAL COMPONENTS AND INTERNAL STIFFENERS, THE BASE UNIT HAS THE CAPACITY TO WITHSTAND THESE FORCES WITH INDIVIDUAL EXTERNAL PARTS BEING CONTAINED. YEARLY INSPECTIONS OR DURING EQUIPMENT MAINTENANCE,ALL TECH SCREWS, CABINET COMPONENTS, CLIPS AND ANCHOR BOLTS ARE TO BE VERIFIED BY THE A/C CONTRACTOR. ALL DAMAGED CABINET COMPONENTS, LOOSE, CORRODED, BROKEN TECH SCREWS OR ANCHOR BOLTS SHALL BE REPLACED TO ENSURE STRUCTURAL INTEGRITY FOR HURRICANE WIND FORCES '°°"a 15-18 ROS ESP EPA NAMcgppser C-rw ErQln— DaOa: 0&30-2015 BRYANT LARGE BASE-CUBE Scatu d K a 19649 S-1 c'� R.Samara A.Bamet , MODELS LIST 4676 voNee LEON a 730.9 CORAL QABlE4,FL 3]131 46 ph:306662-1916 Fac 305-662-2491 • BRYANT CUBE UNIT x BASED ON A REVIEW AND ANALYSIS THE FOLLOWING UNITS CONFORMS TO THE 2014 FLORIDA BUILDING CODE AND THE ASCE 7-10 WIND ANALYSIS CODE. SEE ENCLOSED ANCHORING DETAIL REQUIREMENT AS SPECIFIED IN SECTION 1620 FOR MAX WIND SPEED OF 180 MPH AND A 3 -SECOND GUST , MAX HEIGHT OF 60 FEET. BRYANT AIR CONDITIONER MODEL UST FOR UTC"CUBE STYLE BASE PAN UNITS" UNITS UP TO 39"HIGH FOR UNITS OVER 39"HIGH TO UNITS OVER 44"HIGH TO 180 MPH WIND VELOCITY WITH 44"HIGH FOR 180 MPH WIND 46"HIGH FOR 160 MPH WIND A MAXIMUM BUILDING HEIGHT VELOCITY WITH A MAXIMUM VELOCITY WITH A MAXIMUM OF 60' BUILDING HEIGHT OF 60' BUILDING HEIGHT OF 60' EXPOSURE"D" EXPOSURE"D" EXPOSURE"C" PA13NR(1.5-3.5 tan,5 ton) PA13NR(4 ton) CA13(all tonnages) CA16 1.5 4 Ton) CA16(5-Ton) 113A(all tonnages) 1130(all tonnages) 1168(1.5 thru 4 Ton) 1168(5 Ton) 123A(all tonnages) 1268(1.5-4 Ton) 126B(5 Ton) 127A(2-4 Ton) I 1127A(5 Ton) 1868(1.53 Ton) 1186B(3.5-4 Ton) 11868 5 Ton 1878(4 Ton)) 1878 2-3 Ton) 1878(5 Ton,series 1) 1878 5 Ton,series 0 1808 2 Tan,series 1 1806 2 Ton,series 0 BRYANT HEAT PUMP MODEL UST FOR UTC"CUBE STYLE BASE PAN UNITS' UNITS UP TO 39"HIGH FOR UNITS OVER 39"HIGH TO UNITS OVER 44"HIGH TO 180 MPH WIND VELOCITY WITH 44"HIGH FOR 180 MPH WIND 46"HIGH FOR 180 MPH WIND A MAXIMUM BUILDING HEIGHT VELOCITY WITH A MAXIMUM VELOCITY WITH A MAXIMUM OF 60' BUILDING HEIGHT OF 60' BUILDING HEIGHT OF W EXPOSURE"D" EXPOSURE"D" EXPOSURE"C" PH13NR 1.5-4 tan) PH13NR(5 ton CH13 all tonnages) 213A(all tonnages) 213ANC(all lonn es 2138(all tonnages 2158 all tonnages) 213C(all tonnages) 214C(all tonnages) 2258 all tonnages) 226A(all tonnages) 226A(5 ton) 2858(1.54 ton) 2858(5 tan) 285NH 2-3.5 tan) 285NH 4 ton 2868 2-4 ton) 2868(5 ton) 289B(2 ton series 1) 2898(2 ton series 0) 2898(3-5 ton) 2WA all tonnages) NOTE: ALL OF THE WIND RESISTING EXTERIOR PANELS, INDIVIDUALLY MEET OR EXCEED THEIR CAPACITY TO RESIST THE DESIGN WIND LOADS AS STATED IN THE CALCULATIONS AS REQUIRED BY THE FLORIDA STATE BUILDING CODE 2014. DUE TO THE INDETERMINENT NATURE OF THESE UNITS, DISTORTION AND DEFLECTION CANNOT BE ACCURATELY EVALUATED, BUT WITH DIAPHRAGM ACTION OF EXTERNAL COMPONENTS AND INTERNAL STIFFENERS, THE BASE UNIT HAS THE CAPACITY TO WITHSTAND THESE FORCES WITH INDIVIDUAL EXTERNAL PARTS BEING CONTAINED. YEARLY INSPECTIONS OR DURING EQUIPMENT MAINTENANCE, ALL TECH SCREWS, CABINET COMPONENTS, CLIPS AND ANCHOR BOLTS ARE TO BE VERIFIED BY THE A/C CONTRACTOR. ALL DAMAGED CABINET COMPONENTS, LOOSE, CORRODED, BROKEN TECH SCREWS OR ANCHOR BOLTS SHALL BE REPLACED TO ENSURE STRUCTURAL INTEGRITY FOR HURRICANE WIND FORCES Job No: ,toe ° ROBERT E.SAMARA P.E.,P.A. 15-18 NAME: emw:sorrwra@pps-4* .a Dore: ComullUrnal rngi 9� 1 S06-30-2015 BRYANT CUBE UNIT Struct� 1 `. R.Samara 1e`E MODELS LIST 4676 PONCE LEON BLVD.#303 "" °raBr A.Bemet Ph:306-662-119911 L6GneLEs,ELS 05-662-2491 GENERAL NOTES o I. SECTION PROPERTIES WERE DERIVED BY THE MANUFACTURER, SEE COMPONENT (PARTS) DRAWIN65 BY UTC. 2. MAXIMUM UNIT WIND DE516N BY VISUAL COMPAR15ON5 OF MODELS IN EACH GROUP 15 USED FOR THE ANALY515. 3. ALL UNIT COMPONENT (PARTS) ATTACHMENT TO EACH OTHER HAVE A MINIMUM OF (3) 10-I6 TECH SCREWS PROVIDING A CAPACITY OF 2,5�5 L55 IN SHEAR USE TD042 - 2"X4", 15 �a, o "5TEEL TIE DOWN CLIPS, BY BMP INT. INC (G-a0 GALA 65 SHOWN, PRODUCT APROVAL FL#1423aR3 SEE DETAIL , (2) #12-14 x I" LG (HWH#3) HILTI KWIK-FLEX SELF DRILLING STEEL SCREW w/ WASHERS BASE PAN OR EG2U I VALENT. (.045" MIN THICK.) FOR CONCRETE FOUNDATION ATTACHMENT USE: (2) �4",PX 24" LG HEX HEAD STAINLESS STEEL BUILDEX 0 o < /-- 0 _ TAPCON STEEL SCREWS (5HW4-214) AND 0 0® �i J"O 5TAINLE55 STEEL WASHERS OR �n (2) 4II4,X 2411 LG HEX HEAD BLUE COATED BuILDEX O O ry TAPCON SCREWS (HW4-214) AND j"4' 5TAINL -55 STEEL WA5HER5 OR , 11 J�11 (2) 4"(P X 5" LG POWER5 WEDGE BOLT HEAVY DUTY CONCRETE ANCHORS. CONCRETE CLIP DETAIL Job Na 15-18 JOB ALI ROBERT E.SAMARA P.E.,PA NAMDole: �. or=ffll�EwnW aa�Ana ng tiers c/) 06-30-2015 BRYANT- CUBE BASE PAN #19649 I N ai1d* R.Samara 11RE. �..� ...� .�. �....—..—. ��.—..-.. �. ... 1,5715 ifYJf:F riw IFMJ RIVn tM9