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MC-18-3605Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 r Issue Date12/14/2018 Location Address Parcel Number 90 NE 106TH ST, Miami Shores, FL 33138 1121360060010 Contacts Permit No.: MC-12-18-3605 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved Expiration: 06/12/2019 GREGORY BASIL Owner COOL AIR USA Contractor 90 NE 106 ST, MIAMI SHORES, FL 33138 KEVIN FOSTER Home: 5615488548 3901 NW 16 ST, LAUDERHILL, FL 33311 Business: 9546352842 permits@coolairusa.com Mobile: 9544714108 Description: A/C 3.5 TON SPLIT SYSTEM REPLACEMENT Valuation: $ 5,Inspection Requests: 300.00 305-762-4349 Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $2.78 DCA Fee $2.00 Education Surcharge $1.20 Permit Fee $135.50 Scanning Fee $9.00 Technology Fee $4.64 Total: $208.72 Building Department Copy Payments Date Paid Amt Paid Total Fees $208.72 Credit Card 12/14/2018 $158.72 Check # 24585 12/05/2018 $50.00 Amount Due: $0.00 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 AFFIDA IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constr i ndj74pning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature. owner '\ / Applicant / Contractor / Agent Date December 14, 2018 Page 2 of 2 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. Job Address (where the work is being done): 90 N E 106 ST City: Miami Shores Village County: Miami Dade Zip Code: 33138 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 ❑ NOW ARHI Sheet Attached: YES* NO ❑ Contract Attached: YES ■❑ UNIT BEING REPLACED DATA NEW UNIT TRANE MANUFACTURER CARRIER 2TEH3F42B1 AHU or PKG. UNIT MODEL # FB4CNF042 2A7A3042A1 COND. UNIT MODEL # CA14NA".:. 10 kw KW HEAT • 10 kw 3.5 NOM TONS ...... 3.5 AHUS O CU 30 PKG 1) M.C.A AHU-9440G ! 30 PKG - AHU (y0 CU +0 PKG 2) M.O.P AHUjy'VTU 4-0 PXU- AHU CU PKG 3) VOLTS AHU P PKG UNIT / / PKG VJ111.. / ..;• EER/SEER .....84 SEER YES NO REPLACING DUCTS YES • NO • YES REPLACING THERMOSTAT YES : . 71NO • YES NEW 4"CONCRETE SLAB YES 7 O • YES NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES 1. Minimum Circuit Ampacity (Wire Size): L 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: Cool Air USA Phone: 954-635-2850 State Certificate or R istr tion No. CAC053230 Certificate of Competency No. _ Signature Date: 12/1 /18 (Qualifier' signature) ..... D... . 0.... . . . D.... (Revised02/24/2014) Certificate of Product Ratings AHRI Certified Reference Number: 9194415 Date: 12-03-2018 Model Status : Active AHRI Type: RCU-A-CB Series: 14 SEER AC Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CA14NA042*0**A* Indoor Unit Model Number (Evaporator and/or Air Handler) : FB4CNF042L 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, 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. The manufacturer of this CARRIER product is responsible for the rating of this system combination. I Rated as follows in accordance with the latest edition All NSI/AHRI 21,01240 with Atidendaj_end 2 Performance Rating of Unitary Air -Conditioning &. Air-Sorce� eat Pump.Equipmeni: arA,stibject to rafir)g acM?bcy by"AHRI-Sponsored; indepen�d-eent third,party'tes#ing: Cooling Capaciiy (A2)­�Sindlie or High Stag 95Fj btuh 39500 1�� l •} f!!�i i • : • +.. • • • • SEER 1400 • • • A ti •ii•• • •• ( •••••• EER (A2) - Single or High Stage (95F) : 11.50 U 1 ......0*00 •••• •••• ••••• • • • • • •••••• f"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 published rating is shown alona 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 individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered Into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's Individual, AM personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.shridirectory.org, click on "Verify Certificate" link we make life t)etter'" 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 1 CERTIFICATE NO.: 131883180800217261 �``�-1 ENGINEERING f EXPRESS EJ(.P.E.R.T. (Engineering Express Product Evaluation Report) 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 1 ENGINEERINGEXPRESS.COM Technical Evaluation Report DIVISION: 23 08 00—COMMISSIONING OF HVAC THIS DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (Issued January 1, 2018 Subject to Renew January 1, 2019) (or next code cycle chance) REPORT HOLDER: CARRIER ENTERPRISE OF FLORIDA ' 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954) 247-2003 1 FL.CARR►ERENTERPRISE.COM SCOPE OF EVALUATION (compliance with the following codes): THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Building Code Sixth Edition (2017) per FBC Section 104.11.1, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC Existing Building sections 707.1, 707.2, 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 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 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 CARRIER models present in the table located on the final page. FINISH: Baked enamel. TER-16-3190.2 Florida Building Code Sixth Edition (2017) 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 cold rolled steel for removable top panel. 1.14mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for base pan. 0.86mm galvanized steel sheet ASTM A653 for side protector louvers, 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 .... •' Models referenced herein are subject•toe he following design limitatens: ASCE7-10 Exposure Category C, Fflsk II . Up to and including 175mph (Vult jfbl GIs to 200' 6;-t-*. HVHZ*R p • 0 • Up to and including 170mph (Vultrf0F 80 lb 250' MRW*. HVHZ*:* . . .; Up to and including 200mph (Vult) fop ep to 56' MI?M*r *Non-HVHZ*** • Ground or Roof Application per installation instructions. ..... **Mean Roof Height ***High VelorjtyiljWpane Zoge... ..;..' Maximum Rated Wind Pressure: ... • • • 193psf Lateran, 93isf YJ)10 (ASD)• • • • 0 • Site specific wind analysis may:pro4tfce alterAate limitations:proyiggd maximum rated wind Dressure is not aKeeeded. .. • • • ORIGINAL SIGNATURE AND RA&D tEAL OR DIGITAL SEAL REQUIRED-BE-V LID PER CODE: nardo, P.E., SECS i� Signed by If Checked: EXPRESS® Gordon DiBattisto, PE FL PE #0046549 FLCA #9885 FL PE #82328 NOTICE: IF THIS PAGE DOES NOT CONTAIN AN ORIGINAL SIGNATURE & ENGINEER SEAL: IF THERE IS A DIGITAL SIGNATURE ON PAGE 1, THIS DOCUMENT IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON PAGE 1 OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT IS A COPY/DRAFT. The FBC 17 defines APPROVED SOURCE (Section 202) as: 'An independent person, firm or corporation, approved by the building official, who is competent and experienced in the application of engineering principles to materials, methods or systems analyses.' Engineering Express® professionals meet the competency requirements as defined In the FBC and can seal their work. Engineering Express® is regularly engaged in conducting and providing engineering evaluations of single -element and full-scale building systems. -CARRIER SPLIT UNITS Engineering Expresso I TER-16-3190.2 SECTION 2 PRODUCT INSTALLATION Condens Note: Unit shown for illustration purposes only. TIE -DOWN STRAP & CLIP SCHEDULE Roof or ground structure / substrate (concrete, steel, aluminum see schedule below) ;lips 1 or 2. See tables below for specifications Ground or Roof Tie -down Tie -down Tie -down Cabinet + Height * Strap on Clips (1) Clips (2) unit Mini Ground NA 8 4 8 4 Small Medium Up to 200' (250') 2 8 4 *The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 200' (250') indicates an allowable roof height of 200' for 175mph or 250' for 170mph Vult. + See tables on last page for cabinet classification and model numbers. Note: Straps shall be wrapped as shown in details on section 4. The straps shall be tightened to a snug fit around the unit. Straps shall be 1' width and 229a galvanized metal. For Non-HVHZ, use (2) metal straps, up to 56' MRH. Values shown in table are minimum specified. Using stronger straps per each height is allowed at installer's discretion. ANCHOR TO HOST STRUCTURE SCHEDULE Anchor type 1/8" Min + Ground or Roof Cabinet Height* Concrete 1/8" Min 6061-T6 3,000Psi A365teel Aluminum Mini Ground A NA NA Small Medium Large Up to 200' (250') NA B B Note: Installers must ensure that screws used to fasten the be -down clips with the unit base pan do not touch the call In order to prevent any m damage to the col. e TIE -DOWN CLIP (1) (GROUND AND ROOF APPLICATION) Miami Tech CUTD 1' wide ASTM A653 galvanized steel 0.07' thick of varying length (FL19731.2) or equivalent for all cabinets tied down to a roof structure or ground structure; fasten clip to structure using anchor from Anchor Schedule to Host Structure Table and (2) #10 SS 410 self -drilling screw to fasten clip to unit base pan. Install in unit with quantities shown in Tie -down Strap & Clip Schedule. Locate clips at 3' min away from the appropriate comer using four clips per side (two at each comer) and four clips opposite side in the same configuration. Miami Tech kit # CBCUTD4KG for ground & kit # CBCUTD4KR for roof application. TIE -DOWN CLIP (2) (GROUND AND ROOF APPLICATION) BMP Clips 2" wide ASTM A283 (Grade D) steel 0.113" thick of varying length for all cabinets tied down to a roof structure or ground structure or equivalent clips; fasten clip to structure using (2) anchor from Anchor Schedule to Host Structure Table and (4'1 � HANE Grade 5 sheet metal screw to fasten clip to unit base pan. Jnstall in unit with quarts we shown in Tie -down Strap is 9p Jchedule,, •pcate clips at 3' from tlfb appropriate comer. • • • • BMP part number TD-04PP • • • • • • • • • • Tie -down Strap & Clipy • • •. • • • • • • (for roof applications) • • • •••• •••• ••••• - Minimum edge distdrt p-3-tom the tfiitr8Ters. • • • • • • •• •• •• • •••e•• - Use a minimum of Qe*4 .straps per side equally spaces • • • •••• - Clip height shall be ad ate to fi; 61 4v►ithin bt•se p•an height. Verify height an siW. • • • • . • • - Place an adjacent (1) #10 SMS to aysid the straps slip off. Anchor Types to Host Structure: A. — 1/4" ELCO ULTRACON SS4 Anchor embedded 1 314"" in 3,000 psi concrete, 2112" from edge minimum. B. —1/4" -20 UNC SAE Grade 5 bolt min. 1/2" from edges with nut and washer OD 1" NA. - No anchors apply. IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE -SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT_ ENGINEERING EXPRESS" 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright02018 Engineering Express® I Frank L. Bennardo PE, Inc. All Rights Reserved CARRIER SPLIT UNITS Engineering Express® ( TER-16-3190.2 SECTION 3 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY Uplift Large Side Large Side Large Short Short Short Uplift Ground or Roof Lateral Side Side Side Side Cabinet' Pressure Force Overturn Force Height* Pressure (Psf) Tension Force Overturn Tension (Ibs) (Psf) (Ibs) (Ibs-in) (ibs) (Ibs) (Ibs-in) (Ibs) Ground 44.1 0 272.0 5236.0 226.5 272.0 5236.0 226.5 0.0 Mini Up to 200' (250') 193.0 93.4 1191.0 26897.0 1163.1 1191.0 26897.0 1163.1 347.0 Ground 44.1 0 235.8 3383.3 131.1 227.0 3257.0 121.5 0.0 Small Up to 200' (250') 193.0 93.4 1030.9 14793.2 573A 992.4 14241.3 531.4 421.6 Medium Groundl 44.1 1 0 498.0 11818.0 337.7 498.0 11818.0 337.7 0.0 Large Up to 200' (250') 1 193.0 1 93A 2225.0 66678.2 1905.1 12225.01 66678.2 1905.1 794.0 Calculations performed according to the information provided by the client. Cabinets were assumed solid (0% porosity) for shear and tension calculation purposes. PANEL INTEGRITY SUMMARY Cabinet' Ground or Roof Height' Panel Name Required Wind Pressure (Ib/ft�) Force on Panel (Ibs) Additional Screw Qty Needed (Pa) Additional reinforcement required beyond original manufacturing Mini Ground TOP PANEL 0.0 0.0 NO LOUVER 1 44.1 240.1 LOUVER 44.1 178.3 CONTROLCOVER 44.1 63.5 Up to 200' (25Y) TOP PANEL 93.4 346.5 • • • i • N • • • • LOUVER 1 LOUVER 2 193.0 193.0 1049.9 779.7 CONTROL COVER 193.0 277.4 Small Ground TOP PANEL 0.0 0.0 • • Tdb• • •��••• • • • • • LOUVER 1 44.1 235.3 LOUVER 2 44.1 197.9 LOUVER 44.1 184.7 CONTROLCOVER 44.1 63.5 Up to 2W (250') TOP PANEL 93.4 421.6 0 •••••• • • • :yes • • • • 00 • LOUVER 1 193.0 1029.0 2 LOUVER 2 193.0 865.5 2 LOUVER 3 193.0 807.8 2 CONTROL COVER 193.0 277.4 0 Medium Large Ground TOP PANEL 0.0 0.0 - No LOUVER 1 44.1 436.6 LOUVER 2 44.1 362.7 _ 212.6 LOUVER 4 44.1 243.9 CONTROLCOVER 441 63.5 Up to 200' (25Y) TOP PANEL 93.4 794.5 0 Yes LOUVER 1 193.0 1909.0 2 LOUVER 2 LOUVER 3 3 LOUVER4 Q193.0 g2797.4 3ONTROLCOVER The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 200' (250') indicates an allowable roof height of 200' for 175mph or 250' for 170mph Vult. +See tables on last page for cabinet classification and model numbers. Note: any Louver panels contained by straps or clips shall not be reinforced, otherwise reinforce with #10 410 SS screws; amount of screws required are dictated by panel integrity table. Place screw at the bottom part of the louver, joining the louver with the base pan. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 of 5 1954-N.Copyright©2018 Engineering E)press® () 3540660 EGINEERINGEXPRESSCOM Frank L. Bennardo PE, Inc. All Rights Reserved ,CARRIER SPLIT UNITS Engineering Express® I TER-16-3190.2 SECTION 4 DETAILS STAND RAIL (BY OTHERS), TYP. 1 MECHANICAL UNIT 1 N.T.S. BACK ISOMETRIC 2ga GALV. 16 STEEL ;TRAPS E SECURELY JED SNUG r UNIT, TYP. (BY 07HEK5) SEE NOTE BELOW 2 MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC DATUM FACE DIM.1 DIM.2 STAND RAIL (BY OTHERS), TYP. SUPPORT ANGLE I (BY OTHERS) DIM.4— • • SEE NOTE BELOW DIM. 3 r • • • • • • (2) # 14 SMS AT EACH • • STRAP END TO WEB OF \ • {, • • • + THE SUPPORT ANGLE • • • 3 MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC CONTROL LOUVERS, COVER I TYP. TIE -DOWN GALV. ASTM CUP A. A36 STEEL SEE CUP FSTRAP, SHALL NOTE UNIT BASE PASS OVER PAN Oa O� THE UNIT TO I -BEAM ON OPPOSITE ANCHOR SIDE. PER ////// SCHEDI (2) #14 SMS AT —� EACH STRAP END / SUPPORT ANGLE STAND RAIL (BY OTHERS) (I -BEAM) BY — TO UNDERSIDE SEE NOTE BELOW OTHERS OF THE I -BEAM s TIE -DOWN CLIPS & STRAPS 1 N.T.S. ELEVATION VIEW CUPrD • 9WPPf)RT ANGLE • .PglF NOTE BELOV, • • 4 TIE -DOWN IP' YO•��Y;• 1 N.T.S. •••••• •ii"R i TIE -DOWN CLIP OFFSETS' • • • DIM. 11 5.00" MAX OFFSET FROM DATUM FACE DIM. 2 5.00" MAX OFFSET FROM OPPOSITE FACE DIM. 3 5.00" MAX OFFSET FROM DATUM FACE DIM. 4 10.00" MAX OFFSET FROM OPPOSITE FACE Note: 1. Miami Tech support angle part number CBCAB30K, CBCAB42K, under NOA #16-0601.01 or equivalent is permitted. 2. Louver panels that are not being contained by the straps or clips shall be reinforced with #10 410 SS screws; amount of screws required are dictated by panel integrity table. Place screw at the bottom part of the louver, joining the louver with the base pan. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 5 Copyright®2018EngineeringE)press® (954) 354-0660 ENGINEERINGEXPRESS.COM Frank L. Bennardo PE, Inc. All Rights Reserved ,CARRIER SPLIT UNITS Engineering Express® ( TER-16-3190.2 CABINETS & DIMENSIONS Cabinet Unit Model Width in Depth in Height in Large 25VN*024 35.00 35.00 44.00 Large 25VN*036 35.00 35.00 44.00 Large 25VN*048 35.00 35.00 44.00 Large I 25VN*060 35.00 1 '35.00 44.00 Mini 25VN*813 23.13 1 23.13 31.63 Mini 25VN*824 23.13 23.13 31.63 Mini 25VN*825 23.13 23.13 38.44 Mini 25VN*836 23.13 23.13 31.63 Medium 25VN*837 31.19 31.19 39.75 Medium 25VN*848 31.19 31.19 38.44 Medium 25VN*860 31.19 31.19 43.19 Large 25HN*924 35.00 35.00 40.63 Large 25HN*936 35.00 35.00 44.06 Large 25HN*948 35.00 35.00 47.44 Large 25HN*960 35.00 35.00 47.44 Large 25HN*624 35.00 35.00 40.63 Large 25HN*636 35.00 35.00 40.63 Large 25HN*648 35.00 35.00 40.63 Large 25HN*660 35.00 35.00 47.44 Medium 25HN*518 31.19 31.19 29.56 Large 25HN*524 35.00 35.00 33.88 Large 25HN*530 35.00 35.00 37.25 Large 25HN*536 35.00 35.00 37.25 Large 25HN*542 35.00 35.00 30.44 Large 25HN*548 35.00 35.00 33.88 Large 25HN*560 35.00 35.00 40.63 Mini 24VN*913 23.13 23.13 31.63 Mini 24VN*924 23.13 23.13 31.63 Mini 24VN*925 23.13 23.13 38.44 Mini 24VN*936 23.13 23.13 38.44 Medium 24VN*937 31.19 31.19 39.75 Medium 24VN*948 31.19 31.19 39.75 Large 24VN*949 35.00 35.00 44.00 Medium 24VN*960 31.19 31.19 43.19 Large 24AN*124 35.00 35.00 40.63 Large 24AN*136 35.00 35.00 47.44 Large 24AN*148 35.00 35.00 47.44 Large 24AN*160 35.00 35.00 47.44 Medium 24AN*724 31A9 31.19 36.38 Medium 24AN*736 31.19 31.19 36.38 Large 24AN*748 35.00 35.00 40.63 Large 24AN*760 35.00 35.00 40.63 Medium 24AN*618 31.19 31.19 29.56 Medium 24AN*624 31.19 31.19 29.05 Medium 24AN*630 31.19 31.19 32.94 Large 24AN*636 35.00 35.00 30.44 Large 24AN*642 35.00 35.00 40.63 Large 24AN*648 35.00 35.00 40.63 Large 24AN*660 35.00 35.00 47.44 Large 24VN*024 35.00 35.00 43.81 Large 24VN*036 35.00 35.00 43.81 Large 24VN*048 35.00 35.00 43.81 Large 24VN*060 35.00 35.00 43.81 Cabinet Unit Model Width (in) Depth (in) Height (in) Large 25HC*624 35.00 35.00 39.13 Large 25HC*636 35.00 35.00 39.13 Large 25HC*648 35.00 35.00 39.13 Large 25HC*660 35.00 35.00 45.94 Medium 25HC*518 31.19 31.19 28.94 Large 25HC*524 35.00 35.00 32.31 Large 25HC*530 35.00 35.00 32.31 Large 25HC*536 35.00 35.00 35.75 Large 25HC*542 35.00 35.00 28.94 Large 25HC*548 35.00 35.00 28.94 Large 25HC*560 35.00 35.00 39.13 Medium 24AC*724 31.19 31.19 35.75 Medium 24AC*736 31.19 31.19 35.75 Large 24AC*748 35.00 35.00 39.13 Lar a 24AC*760 35.00 35.00 45.88 Small 24AC*618 25.75 26.75 28.69 Medium 24AC*624 3116 3216 28.31 Medium 24AC*630 31.19 31.19 32.31 Large 24AC*636 35.00 35.00 28.31 Large 24AC*642 35.00 35.00 39.13 Large 24AC*648 35.00 35.00 32.31 Large I 24AC*660 35.00 35.00 45.94 Mini Cabinet Small Cabinet Note. Image Is not to scale and Is for illustration purposes only. Actual units may differ slightly in appearance. Top panel 1 I Medium and Large Cabinet 2 4 n Control Cover •••• •••• •••• •• 3••••• • • 1 • •• •• • • •••••• LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. The supporting host structure shall be designed to resist all superimposed loads as determined by others on a site specific basis as may be required by the Authority Having Jurisdiction. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed on a site -specific basis by a registered professional engineer. No evaluation is offered for the host supporting structure by use of this document; Adjustment factors noted herein and the applicable codes must be considered, where applicable. All supporting components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Fasteners must penetrate the supporting members such that the full length of the threaded portion Is embedded within the main member. All anchors, screws, straps, clips, and attachment part can be substituted for equivalent parts, as long as the capacities of the equivalent parts are equal or stronger. Unit integrity is not mandatory, however, this TER certifies regardless. This evaluation does not offer any evaluation to meet large missile impact debris requirements which typically are not required for this type of product. All 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 Building Code Sixth Edition (2017). Due to the indeterminate nature of these units, distortion and deflection cannot be accurately evaluated, but with diaphragm action of extemal components and internal stiffeners, the base unit has the capacity to withstand these forces with individual extemal parts being contained. Yearly inspections, during equipment maintenance or after a named storm; all screws, cabinet components, clips, anchor, bolts, straps and cables are to be verified by the A/C contractor. All damaged cabinet components, loose, corroded, broken screws or anchor bolts shall be replaced to ensure structural integrity for hurricane wind forces. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 5 of 5 954 354-0660ENGINEERINGEXPRESS.COM Copyright@2018EngineeringExpress® / Frank L. Bernardo PE, Inc. All Rights Reserved Miami Shores Village ��-��C3 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 20 ►�:. BUILDING Master Permit No. mly v 56 0 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING Q MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 90 NE 106 ST 33136 st City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2136-006-0010 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Gregory Basil + Kristina Khazeni Phone#: 561-548-8548 Address: 90 NE 106 St City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: COOT Air USA Phone#: 954-635-2850 Address: 3901 NW 16 ST City: Lauderhill State: FL Zip: 33311 Qualifier Name: Kevin Foster Phone#: 954-471-4108 State Certification or Registration #: CAC053230 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State Value of Work for this Permit: $ 5,300 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace Description of Work: a/c - 3.5 ton split system replacement Zip: k ❑ Demolition Specify color of color thru tile: L7 � 1 �/\C 4 Submittal Fee $ (��J , � Permit Fee $U\ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ P� ' —42 (Revised02/24/2014) r Bonding Company,'s Name (if applicable) Bonding Company's Address City - f dl State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 &1-z OWNER or AGENT The foregoing instrument was acknowledged before me this 2 day of December 20 18 by !C Df 4li who is pecan to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this 2r'cj day of December 20 18 by Kevin Foster who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLI Sign: Sign: Print: Joseph Poya Print: Josep a ro —,-01�pkq Notary Public State of Floridi MVExpires E05/09/2022 Florida Josephoyastro Seal: Joseph Seal:U = MY Commission GG 215818 5818 ''for Expires 05/09/2022 ****************************************** **�*\Pla APPROVED BY s Examiner Zoning Structural Review Clerk (Revised02/24/2014) 12/3/2018 Property Search Application - Miami -Dade County Offluo"I 0"'F THE PROOPERT"" Asr' T APRAISER Summary Report Property Information Folio: 11-2136-006-0010 Property Address: 90 NE 106 ST Miami Shores, FL 33138-2035 Owner GREGORY WILLIAM BASIL KRISTINA CATHERINE KHAZENI Mailing Address 90 NE 106 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,505 Sq.Ft Living Area 1,198 Sq.Ft Adjusted Area 1,355 Sq.Ft Lot Size 9,247.14 Sq.Ft Year Built 1939 Assessment Information Year 2018 2017 2016 Land Value $231,191 $231,191 $198,482 Building Value $145,493 $136,878 $137,962 XF Value $1,426 $1,426 $1,426 Market Value $378,110 $369,495 $337,870 Assessed Value $378,110 $330,877 $300,798 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessment Reduction $38,618 $37,072 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 2 PB 41-78 LOT 1 BLK 202 LOT SIZE 75.180 X 123 OR 20624-1257 08 2002 1 Generated On : 12/3/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $0 $0 Taxable Value 1 $328,110 $330,877 $300,798 School Board Exemption Value $25,000 $0 $0 Taxable Value $353,110 $369,495 $337,870 City Exemption Value $50,000 $0 $0 Taxable Value 1 $328,110 $330,877 $300,798 Regional Exemption Value $50,000 $0 $0 Taxable Value $328,110 $330,877 $300.798 Sales Information Previous Sale Price OR Book -Page Qualification Description 09/22/2017 $470,000 30704-2500 Qual by exam of deed 06/13/2012 $348,000 28158-4736 Qual by exam of deed 04/01/2007 $400,000 25611-4449 Sales which are qualified 04/01/2004 1 $275,000 22244-2430 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version Cool Air USA- We Care About Your Airl 3901 NW 16th St. Lauderhill, 33311 877-895-1155 CAC1815656 Work Location Primary Gregory Basil Contact: Gregory Basil 90 ne 106st streef Miami Shores, FL 33138 Work Order 265165 (845) 590-7634 (503) 929-7302 *** E-Mail: gregory.basii@gmail.com Work Date Arrive Between 03-Dec-2018 9:OOAM - 12OOPM Terms Last Service Teams Net 30 Install 72 <NV2500> Summary (#72)(David)Carner 3.5 Ton 14 Seer spllt*Reinsulate return box*Slab extension*Platform top*Financed P CA14NA0420OG -CARRIER 3.5 CONDENSER P FB4CNF042L00 - CARRIER 3.5 A/H P *WO - Supply & Install New HVAC Supply And Install New HVAC solution. Solution - Supply & Install New HVAC Solution *** Please see supplied invoice for details about your project *** P CE2601CIO - HEATERT FOR CARRIER 4 TON 12/2 Caller states ac no cool. Per Manny 5-8pm $0.00 1.00 $0.00 $0.00 1.00 $0.00 $5,300.00 1.00 $5,300.00 $0.00 1.00 $0.00 Cool Air USA Phone 877-895-1155 3901 NW 16th St. Email invoice _.coolairusa.com Lauderhill, FL 33311, Web coolairusa.com USA CAC053230 Work Location Job #265148 Work Date: 12/2/2018 Gregory Basil 90 ne 106st street Miami, FL 33138 Phone1:(845)590-7634 Phone2: (503) 929-7302 *** Truck: Service 52 Item Description Price Qty Amount #AC Inspection Initial Inspection Findings : breaker tripped due to a bad $0.00 1.00 $0.00 compressor, unit is 10 years old, R22 system / Supply Temp : / Return Temp : / Pressure H : / Pressure L : / Filter Condition : / Recommended Resolution: replacing the system / Supply Temp : / Return Temp : / Pressure After H : / Pressure After L : / Final Notes: #SERVICE CALL Service Call $49.00 $49.00 #DISCOUNT Discount (service call) ($49.00) ($49.00) New Split System New Split System + Delivery + Installation $0.00 1.00 $0.00 New Split System Install a New CARRIER 3.5 Ton 14 Seer split system Connecting to existing copper lines , electrical , drain line & duct system. New Split System Installation Include : new digital thermostat, float switch, vibration pads, tie downs, extending of concrete slab, replacing platform top, reinsallating return box, nitrogen drain line flush, converting copper lines to 410A, complete job up to code include permit and disposal old unit New Split System Manufacture Warranty : *** 10Yrs ONLY When New System is Registered on Manufacture Website *** 1Yr Cool Air Usa Labor Warranty *-*-* Must Register System Online to Extend Warranty From 5Yrs to 10Yrs Excluding Commercial Properties *-*-* 1 of 5 This document is an invoice/receipt. New Split System Total Installed $5300 New Split System For Additional information please contact Installation Department Team : install@coolairusa.com 954-635- 2842 Ext #111 New Split System * Any Electrical Upgrades Are The Home Owners Responsibility * Balance Due Upon AC Start -Up * Price Is Only Valid 30 Days New Split System LIMITED WARRANTY AND SERVICE: Manufacturer's limited *** Year warranty on all components. Water leaks have a 30 day warranty. Seller will provide free labor for a period of one year from date of start-up. Any service work performed of a maintenance nature (changing filters, cleaning coils or clogged drain pan or water leaks) are NOT covered under this labor warranty. No carpentry is included in this Agreement. Building Department City After an air conditioning installation there will be an Inspection inspection by city official. When setting up an inspection with your local municipality Cool Air USA is subject to availability and schedule of that municipality. Approved Contracted Scheduled Render Date : Services Scheduled To Be Services Rendered : Final Price After All Applicable Coupons / Rebates And Discounts $ #Approved Contracted Scheduled Render Date : tomorrow morning 9-12 Services (arriving time) Services Scheduled To Be Rendered Installation of a new a.c. unit TOTAL $5300 1.00 $0.00 $0.00 #Deposit Deposit Paid By: credit card $500.00 $500.00 #BALANCE Balance Amount $4800 will be financed with Syncrony $0.00 $0.00 Bank account# 6034624412567780 Subtotal $500.00 Payment via Credit Card, ending #3296, in the amount of $250.00, was received on 12/2/2018. I hereby certify that Cool Air USA has completed the aforementioned services to my satisfaction and agree to pay the costs as specified. I have read and agree to Cool Air USA's terms and conditions. I am also fully aware that any paper check payment given will be converted to an electronic payment (ACH). Customer Signature Customer Name Date Total $500.00 Gregory Basil 12/2/2018 2 of 5 This document is an invoice/receipt. �Zj�g