Loading...
MC-17-2051Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. MC -8-17-2051 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: APPROVED Issue Date: 8/14/2017 Expiration: 02/10/2018 Parcel Number Applicant 9660 NE 5 Avenue Road Miami Shores, FL 1132060170170 Block: Lot: HERTA HOLLY Owner Information Address Phone Cell HERTA HOLLY 9660 NE 5 AVE RD MIAMI FL 33138-2443 (305)757-4679 Contractor(s) C&R AIR CONDITIONING CO Phone Cell Phone 305-685-6394 (954)680-4494 Valuation: Total Sq Feet: $ 5,390.00 0 Tons: 5 Additional Info: EXACT REPLACEMENT OF 5 TON SPLIT SY Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 3 Date Approved: : In Review Type of Work: EXACT REPLACEMENT OF 5 TON SF Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $2.83 $2.83 $1.20 $188.65 $9.00 $4.80 $212.91 Pay Date Pay Type Invoice # MC -8-17-64861 08/14/2017 Credit Card 08/14/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 162.91 $ 162.91 $ 0.00 Available Inspections: Inspection Type: Final Review Mechanical 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. OWNER constructs A zo IT: II the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating I authorize the above-named contractor to do the work stated. A thorized ner / Applicant / Contractor / Agent Building Department Copy August 14, 2017 Date August 14, 2017 1 BUILDING PERMIT APPLICATION 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 RECEIVED AUG 14 2017 FBC 20q Master Permit No. IV\ C lel - 2,0 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS 0 CHANGE OF E CANCELLATION ❑ SHOP A CONTRACTOR DRAWINGS JOB ADDRESS: 9 c b )i E S A i J � City: Miami Shores County: Miami Dade Zip: 32 i 3 $ z Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): lCle lA Address: -{ 63 too C £ Ave Rd Flood Zone: BFE: FFE: Phone#: 305-'773(68'i City: [ ►) t a m < in 0 (' of State: F1. Zip: 32 1 3 [g Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: C Cl Ind R A i r CO H ct Address: g 0 Z 3 N W (61sT C- U ^^ City: I r. I Q m IState: F 1. Zip: 3 3 0 i S (( Qualifier Name: 1� 0 to e Pi- C k rt1 s T Phone#: 30.S -68S -61/L1 State Certification or Registration #: C AC 02 6 t i 1 k -I Certificate of Competency #: 0 y g $ 0).. 3 DESIGNER: Architect/Engineer: Phone#: Address: ` City: State: Zip: Value of Work for this Permit: $ S^ 3 90 . o o Square/Linear FFoo age of Work: Co Phone#: oS 6 83-639 L( Type of Work: D Addition D Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: &ad. Aiff2a.C.-Lidy..i Specify co1 lor of color ttiru t►le: �' "s Submittal Fee $— ..,a.'- - -... Permitee $ • 1 I Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) t“r-oN Play, b5 C' 114 • ;;J fa; ..,w,.u- CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 14 day of A i 4.�1" , 20 % , by 14 "E.-r,A 4-1 e>Lt-.ywho i ersonally known o me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: JANET KRANZ :.t Commission # FF 197298 Expires May 9, 2019 Balled Thu ho/ Fin Arum 8003$.7019 ********************* APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this n) Li day of A u54 .,T , 20 11 by (:obe$-t 3 C h r'i 1 who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as ane r r JANET KRANZ 14 Commission # FF 197298 a= Expires May 9, 2019 Bonded Thu Troy Fain Insurance $00385-7019 *** ** +k>fr******************************************************* I 1 s xaminer Structural Review Zoning Clerk 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): 9 66 0 N1 � Ave Rd City: Miami Shores Village County: Miami Dade Zip Code: 3 313 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 0 ARHI Sheet Attached: YES 0 NO 0 Contract Attached: YES 0 UNIT BEING REPLACED DATA NEW UNIT •CUr-kr. AVAA MANUFACTURER W�( (`Q of _ AHU or PKG. UNIT MODEL # F t ()N P -Ob C. Pk 5 O 6O V K Al COND. UNIT MODEL # 1 1 (1 13 NA 060 1•S KW HEAT 7`,S- .- NOM TONS AHU CU PKG 1) M.C.A AHU CU2S.LPKG AHU CU PKG 2) M.O.P AHU Ocut-iQ PKG AHU CU PKG 3) VOLTS oL y0 le H AHU CU PKG PKG UNIT / / PKG UNIT / / EER/SEER 1 6 0 YES NO REPLACING DUCTS YES W YES NO REPLACING THERMOSTAT CA NO YES NO NEW 4"CONCRETE SLAB S N YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YE NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): LI 0 3. Voltage of Circuit (208 v - 480): 4. Size Disconnecting Means: LI 0 Contractor's Company Name: ( +- R Air CD p- 4.. CO . State Certificatr,Registration No. (' Ac 0.20y i 4 Signature (Revised02/24/2014) c elifier's " ature) Phone: 30S -6g3-6,394 Certificate of Competency No. 0 t48 SO2 3 Date: 8 • «-11 91121 CERTIFIED° www.ahridirectory.org This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2016. Certificate of Product Ratings AHRI Certified Reference Number: 9283330 Date: 8/13/2017 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 116BNA060*0**A* •v Indoor Unit Model Number: FX4DN(B,F)061L 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, O 0„ , TX, jA 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 AC— Manufacturer responsible for the -rating of this system combination is BRYANT HEATING AND COOLING SYSTEMS Rated as follows•in act ordance`with,AHRI Standard 210/240-2008iforr Unita .Air'-Conditionin and Air -Source ry r, g, Heat1Pump Equipment and subject to verification of rating°accuracy by AHRI-sponsored; independent,4third party testing: t t M _ 1 111' 1111—, • • • •' • • • •••• r• •••• • • Cooling Capacity (Btuh): 52000- ;,P v a • EER Ratislg.(Oooling): 13.00 • §LAR Rating (Cooling— 16:00— . • £ R Ratip (:•ooling): . . . •.•• ••••• •••..• • • • •••• • • . •• • . • • •• •••• • • ••.. • • •• • . . rTjir " 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.ahrldirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, In whole or In part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's Individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link 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.: AIR-CONDITIONING, HEATING, & REFRIGERATION INSTITUTE we make life better- 131471373560291602 etter* 131471373560291602 ENGINEERING EXPRESS E.x.P.ER.T. (Engineering Express Product Evalustton Ripon) /160SW 12THAvE SURE 106, DEERFIELD BEACH, FL 33442 (94) 354-06.60 I 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 July 8", 2016 Subject to RenewJuly 711', 2017) EVALUATION SUBJECT: BRAYANT SPLIT UNITS TER -16-3190.4 REPORT HOLDER: BRYANT HEATING AND COOLING 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954) 247-2003 l FL. WWW.BRYANT.COM SCOPE OF EVALUATION (compliance with the following codes): Heating 8 Cooling Systems 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 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 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 analysts to qualify the following des criteria: • 1 MaxiInunreMowable. un4.panel wind • ▪ inlec�riy • • • • • Maximum allbwable:uppift, sliding, & overturning moment • for grotfid and roof e,plic44ions •• pressure connection •••• • •t3e+oulation su whry for the . TR is provided in the forces summary ••flute. No 33% Increase in allowable stress has been used In the •• desiQn of MU:product. MicrtisEfl.Excei was used to carry out the • •Caft sllations present in this re/Af1! • •:•.. • 'The product(S) listed in this report shall be installed in strict compliance 11' &11Kthis TER•Sinenufactutel�rovided model specifications. The product• corrponents shall be of the material specified in the manufacturer -provided product specifications. All screws must be installed in accordance with the applicable provisions & anchor manufacturer's published installation instructions. • LIMITATIONS & CONDfTIONS 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: Baked enamel. 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. 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: Models referenced herein are subject to the following design limitations: ASCE7-10 Exposure Category C, Risk 11 Up to and including 175mph (Vul1) 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 (tens Dead Lod) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. ORIGINAL SIGNATURE AND RAISED SEAL EQUIRED TO BE VAI IP,PER CODE: fPito 0 / A % •k . . n / Frank Lc,Btnrierd ,TP:�', B.` 1 ENGINEEf{W61XPAE451s0 n`' ��1• / s•Le PE #00465491CA' p9g8S, L TM FBC 1a &dines APPROVED SOURCE (Section 22) as An independent person. firm or corporation, approved by t l brisling oalcut. vfio l! competent and experienced n the app4cstson of ervpneevg principles to matenats methods a systerrs analyses' Enginoenng Express® professionals moot the competency requirements as defined in the FBC •nd an seal their vorb Engineering Erp'esst is reguany engaged in cnducong and providing engineering evaluations of single -element and lull•scale budding systems SECTION 2 PRODUCT INSTALLATION Condenser Unit Nott: Unit shown for Illustration purposes only. T1E-GOWN STRAP & CLP SCHEDULE Roof or ground structure / substrate (concrete. steel, aluminum see schedule below) Tle-town Gips A or B. See tables below for specifications + Cabinet Ground or Roof Heights re -down Strap Strap Tie -down Clips per Unit (A) Tie -down pips per Unit (B) Table 1 Ground NA NA 8 4 Up to 60' (80') 2 Required 8 4 Up to 120' (350') 2 Required 8 4 Up to 207 (250') 2 Required 8 4 Table 2 Ground NA NA 8 4 Up to 60' (10) 2 Required 8 4 Up to 120' (1517) 2 Required 8 4 'nip to 200' (250') 2 Required 8 4 • • 4111 value shown n parenthesits I, Ates the allowable roof height In 170mph conditions. I.e. 80' (80') hdicstes an ai0rfilp10 Q of heightef 60' fir 175mph or 80' for 170mph VuM. • + Set tables onfor c Iasi p1ge abinet classification. • •• • . • • • 1.414. Straps shall beMed as shown ' dgf$i on section 4. The straps shall be lightened 10 a snug fret • • • i the um�. ps shall tp 1.haidth and 22ga gaNanlzed metal. For Non-HVHZ. ((22)metal • • .straps. up to 200' MRH. Values s 1ownMtabk are minimum specified. Using g� • op height lsialkessdat Instatel'tdh*rwon. • • •••. • • • • •. • • • fNCHOlefLVIOST SFRJ CRE SCHEDULt • • • • .• Unit Model' •• • . Ground or Roof Height' • Anchor • e Concrete 3,000 Psi 1/8" Min A36Steel 8" Min 6061-T6 Aluminum Table t�s'iii♦. o nd A NA NA ._r g NA graftrilM1 • and NA A B iiii11101•1ii0' • IIPMEMIIIIIILT1111111���' Tablet iriro , NA B ratErsiffgl NA B Engineering Express®TER-16-3190.4 ✓1' 0 8 0 0 0 0 <1;-) Now Installers dust ensure that solve us•tl n taslon the a•.o dM rAtln Pr unit bas pan do not touch ths cot In ads to prevent any damps to the cog. TIE -DOWN CUP (A) (GROUND AND ROOF APPLICATION) Miami Tech CUTD 1' wide ASTM M53 galvanized steel 0.07' thick of varying length (FL19731.2) or equivalent for all cabinets tied down 0 a roof structure or ground structure Casten dip to structure using anchor from Anchor Schedule to Host Structure Table and (2) 810 SS 410 self -dulling screw to fasten dip to unit base pan. Install In unit with quantifies shown In Tle down Strap & Clip Schedule. Locate dips at 3' min away from the appropriate carrier using four tips per side (two et each comer) end four dips opposte side in the same configuration. Miami Ted+ kit 8 CBCUTD4KG tor ground & kit 8 CBCUTD4KR tor roof application. 00 00 00 0o 0 0 0 0\ TIE -DOWN CLIP (B) (GROUND AND ROOF APPLICATION) BMiP Clips 2' wide ASTM A283 (Grade D) steel 0.113' thick or varying length for all cabinets Ued down to a rod structure or ground structure or equivalent dips, fasten clip to structure using (2) archon from Anchor Schedule to Host Structure Table and (4) 812 SAE Grade 5 sheet metal screw to fasten clip to unit base pan. Install In unit with quanaies shown len Tie -down Strap & Clip Schede. Lite dips at 3' from the appropriate comer. BMP Dart number TD -042. Tle-down Stns & Clip: (for roof applications) - Minimum edge distance 3' from the unit comers. - Use a minimum of tie -clown straps per side equally spaced. • Clip height shall be adequate to fit SMS within base pan height. Verify height on slte. - Place en adjacent (1) #10 SMS to avoid the straps sap off. Anchor Tunes to Host Structure, A. — 1/4' ELCO ULTRACON SS4 Anchor embedded 1 3/4"- In 3,000 psi concrete. 2 1/2' from edge minimum. NOA No. 13-1205.05 B. — 1/4' -20 UNC SAE Grade 5 screw rein. 1/2' from edges with nut and washer 0D 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 OR IMPUED, IS OFF FRED BGRAVITY, EN NEERINEGEXEXPRESS AS TO AND UPUFT THE IES BY S1TE-SPECIFIC DESIGN. NO NTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCTY OF ANY KIND, E LOADS INCURRED BY THIS UNIT. ENGINEERING EXPRESS° 160 SW 12n" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM