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MC-17-507Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Pe mit Permit NO. MC -2-17-507 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: APPROVED Issue Date: 6130/2017 Expiration: 12/27/2017 Parcel Number Applicant 691 NE 94 Street Miami Shores, FL 1132060141950 Block: Lot: RIO & LUZ GIARDINIERI Owner Information Address Phone Cell RIO & LUZ GIARDINIERI 691 NE 94 ST MIAMI SHORES FL 33138 Contractor(s) Phone ALL AIR CONDITIONING DUCTS INC (305)497-5822 CeII Phone Valuation: Total Sq Feet: $ 3,200.00 0 Tons: 5 Additional Info: A/C CHANGE OUT TONS 5 Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 3 Date Approved: : In Review Type of Work: A/C CHANGE OUT TONS 5 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $2.40 $2.00 $2.00 $0.80 $112.00 $9.00 $3.20 Total: $131.40 Pay Date Pay Type Invoice # MC -2-17-63090 06/30/2017 Credit Card 02/28/2017 Credit Card Amt Paid Amt Due $ 81.40 $ 50.00 $ 50.00 $ 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. OWNERS 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. Futhermore, I authorize the above-named contractor to do the wor• stated. Authorized Signature: Owner / Applicant / Building Department Copy _ June 30, 2017 y Age -n- Date June 30, 2017 1 1 BUILDING PERMIT APPLICATION 0BUILDING ❑ ELECTRIC 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 ❑ ROOFING ❑PLUMBING MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 69/ 4/6- 94411 City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes Master Permit No. Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR CE1VED FEB 2..8 017 FBC 206 -to MC- (71. ��- ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 33 13 8 NO ✓ Occupancy Type: Load: Construction Type: r fJ� r OWNER: Name (Fee Simple Titleholder): t Address: Flood Zone: Ad? (9 9t v6"v6" 9' q4 City: /d// iC+i7'1. ShawState: - Zip: 3313 Tenant/Lessee Name: Phone#: Email: BFE: FFE: Phone# 30 S'" 395" 2527 CONTRACTOR: Company Name: A i( A k Con A 14 y aced LU 4 Address: 3 70 LC) to ( s4-• ' City: �J : G. G. Gk State: n, 4r1 -to) 61043C LopP1 State Certification or Registration #: C A C. t 8 t. % Qualifier Name: Phone#: 305- 96i-1-1721/ Zip: 33012 Phone#: 76(p-SL11 ^ 9030 Certificate of Competency #: Phone#: State: Zip: DESIGNER: Architect/Engineer: Address: City: Value of Wor or this Permit:�$-DQ ii. Square/Linear Footage of Work: Type of Work: ❑ Addition Description of Work: A /C ❑ Alteration ❑ New Repair/Replace (94 n Demolition Specify color of color thru tile: Submittal Fee $ b 'Permit Fee $ I Z. - CCF $ 2- '(--A° Co/CC $ Scanning Fee $ Radon Fee $ DBPR $42> Notary $ Technology Fee $ ' Z C) Training/Education Fee $ Double bl F $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ uv �' ' 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 ap ' a reinspection fee will be charged. Si natur� g OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /.3/ day of \�/'V , 20 / % , by [��c • a.0., �I ‘"Ecwho is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Ery4.6 4. iD4 cri9. EMELINA DELGADO MY COMMISSION # EE 875250 EXPIRES: May 1, 2017 Bonded Tru Badger Notary Services **************************** ********** APPROVED BY (Revised02/24/2014) 3 / day of Ail c it , who is personally known to as me or who has produced / C— as identification and who did take an oath. NOTARY PUBLIC: CJ^PTdi , 20 7 , by Sign: Print: Seal: A/Y/1424,v 04 EMELINA DELGADO * MY COMMISSION # EE 875250 EXPIRES: May 1, 2017 s Examiner Zoning Structural Review 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): l .) i 9 q irl • T . City: Miami Shores Village County: Miami Dade Zip Code: . R 3 13 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 RHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # COND. UNIT MODEL #i 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/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): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: ASA Alin Lon CYC)► j 91 c\L Phone: 365 - 9 8' - (f7 2 44 State Certificate or Registration No. C 4C (a, 12-2 Certificate of Competency No. Signature - Date: ®l/3/ /7 ( ualifier's signature) (Revised02/24/2014) Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7195738 BUSINESS NAME/LOCATION ALL AIR CONDITIONED DUCTS INC 7200 W 10 CT HIALEAH, FL 33014 OWNER ALL AIR CONDITIONED DUCTS INC C/O NORBERTO CORREA PRES Worker(s) M'� RECEIPT NO. RENEWAL 7477964 SEC. TYPE OF BUSINESS 196 ELECTRICAL CONTRACTOR 1 CAC 1818228 LBT EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 PAYMENT RECEIVED BY TAX COLLECTOR 49.50 10/27/2016 CR ED ITC ARO -17-002215 This Local Business Tax Receipt tasty confirms payment of the local Business Tex. The Receipt is not a ikeesta, permit or certification of the betties qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laves and requirements which apply to the basisues. The RECEIPT NO. showman be displayed an all commercial vehicles -Wand -Dade Code Sec $a-276. Forming information, visit www,miemidedamtatURBItt1I TI 'IED® ww.ahridirector This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2016. Certficate of Product Ratings AHRI Certified Reference Number: 9171616 Date: 2/6/2017 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 24ABC660A*030* Indoor Unit Model Number: FX4DN(B,F)061L Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: CARRIER AIR CONDITIONING Region: Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, M 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: COMFORT 16 AC Manufacturer responsible for the rating of thissystemcombination is CARRIER AIR CONDITIONING 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): 52000 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 any means, except for the users 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 F CERTIFICATE NO.: -9 AIR-CONDITIONING, HEATING. & REFRIGERATION INSTITUTE sve lite lar°tter" • .. . . •• •• • . ••. . .•.f.. 11. ••••• • .• •.•. •. . 131308669567060897 '../ENGINEERING 1 EXPRESS® E.X.P.E.R.T. (Engineering Express Product Evaluation Report) 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 ENGINEERINGEXPRESS.COM EVALUATION SUBJECT: BRAYANT SPLIT UNITS REPORT HOLDER: BRYANT HEATING AND COOLING 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954) 247-2003 I FL. WWW.BRYANT.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 8th, 2016 Subject to Renew July 7th, 2017) Heating & Cooling Systems 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 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 analysis to qualify the following design criteria: • Maximum allowable unit panel wind pressure connection integrity • Maximum allowable uplift, sliding, & overturning moment for ground and roof applications Calculation summary for this TER is provided in the forces summary table. No 33% increase in allowable stress has been used in the design of this product. Microsoft Excel was used to carry out the calculations present in this report. INSTALLATION: The product(s) listed in this report shall be installed in strict compliance with this TER & manufacturer -provided model specifications. The product components shall be of the material specified in the manufacturer -provided product 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 BRYANT models present in the table located on the final page. FINISH: Baked enamel. • • • • • • • • -�.•• NOTE: GRAPHICAL DEPICTIONS IN T1318 RC PORT ARE FORY.LUSTRATIVE• • PURPOSES ONLY. ACTUAL UNITS MAY DIF EISLIGHT x IN .PPEARANCE. • UNIT CASING MATERIAL: • • • • .. . • • ••• • • • • . 0.86mm galvanized sheet steel ASTM A653 EDDS coldalolled 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 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 (less Dead Load) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. ORIGINAL SIGNATURE AND RAISED SEAL REQUIRED TO BE VALID PER CODE: Frank L. Bennardo, P.E., SECB ENGINEERING EXPRESS PE #0046549 CA #9885 The FBC 14 defines APPROVED SOURCE (Section 2.2) as: 'An independent person, fine 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. BPIYANT SPLIT UNITS Engineering Express 1 TEK-16-319U.4 • SECTION 2 PRODUCT INSTALLATION Condenser Unit Note: Unit shown for Illustration purposes only. TIE -DOWN STRAP & CLIP SCHEDULE Roof or ground structure / substrate (concrete, steel, aluminum see schedule below) Tie -down clips A or B. See tables below for specifications + Cabinet Ground or Roof Height* Tie -down Strap Strap Tie -down Clips per Unit (A) Tie -down Clips per Unit (B) Table 1 Ground NA NA 8 4 Up to 60' (80') 2 Required 8 4 Up to 120' (150') 2 Required 8 4 Up to 200' (250') 2 Required 8 4 Table 2 Ground NA NA 8 4 Up to 60' (80') 2 Required 8 4 Up to 120' (150') 2 Required 8 4 Up to 200' (250') 2 Required 8 4 *The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 60' (801 indicates an allowable roof height of 80' for 175mph or 80' for 170mph Vult. + See tables on last page for cabinet classification. 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 22ga galvanized metal. For Non-HVHZ, use (2) metal straps, up to 200' 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 Unit Moder Ground or Roof Height* g Anchor Type Concrete 3,000 Psi 1/8" Min606i-T6 A36 Steel 1/8" Min Aluminum Table 1 Ground A NA NA Up to 60' (80') NA B B Up to 120' (150') NA B B Up to 200' (250') NA B B Table 2 Ground A NA NA UDto60'180') NA B B Up to 120' (150') NA B B Up to 200' (250') NA B B Og Og Og Og mm al Note: Installers must ensure that screws used to fasten the tie -down clips with the unit base pan do not touch the coil In order to prevent any damage to the coll. TIE -DOWN CLIP (A) (GROUND AND ROOF APPLICATION) •••• Miami Tech CUTD 1' wide ASTM 4653 galvaAi=qi1 i 0.07' thick of varying length (FL19731. ),oj 8qui alent for all cabinets tied d8&1h• • • • to a roof structure or ground structure; fastenpp' to Structure using • • anchor from Anchor Scheddlete Mee4Structur.TaIt d (2) #1($S • 410 self -drilling screw to fsa hpto unit base pan. Install In une • • • with quantities shown In Tie -down Strap & Clip Schedule. Locate Mips • at 3' min away from the appT tate comer using four dips per)I8e • • (two at each corner) andel ioiit• Blips oppo tein the same configuration. Miami Tech kit # CBCUTD4KG for ground & Melt • • CBCUTD4KR for roof appRc1t�n.•• • • • •• • • • • •• • • • • • • °o.°a 00 �° 0 0 ••• 0 0 0" • ••• • • • •• • •• • • • 11E -DOWN CLIP (B) (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) #12 SAE Grade 5 sheet metal screw to fasten clip to unit base pan. Install in unit with quantities shown in Tie -down Strap & Clip Schedule. Locate clips at 3' from the appropriate comer. BMP part number TD -042. Tie -down Strap & Clip: (for roof applications) - Minimum edge distance 3" from the unit corners. - Use a minimum of tie -down straps per side equally spaced. - Clip height shall be adequate to fit SMS within base pan height. Verify height on site. - Place an adjacent (1) #10 SMS to avoid the straps slip off. Anchor Types 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 min. 1/2" from edges with nut and washer OD 1" NA. - No anchors apply. • IN ALL CONDITIONS IT IS THE RESPONSIBIUTY 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 12?" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM tiKTAN I ,YLI I UNI I, tngineering txpressv) I tK-1b-s1JU.4 SECTION 3 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY Unit Model+ Ground or Roof Height* Lateral Pressure (Psf) Uplift Pressure (Psf) Large Side Force (lbs) Large Side Overturn (lbs -in) Large Side Tension (lbs) Short Side Force (lbs) Short Side Overturn (lbs -in) Short Side Tension (lbs) Uplift Force (lbs) Table 1 Ground 43.2 0 482.0 11082.0 315.0 482.0 11082.0 315.0 0.0 Up to 60' (80') 151.2 73.1 1688.0 49656.0 1519.0 1688.0 49656.0 1519.0 622.0 Up to 120' (150') 173.8 84.1 1940.0 57082.3 1753.0 1940.0 57082.3 1753.0 .749 Up to 200' (250') 193.0 93.4 2155.0 63393.3 1951.0 2155.0 6339 0.3 •Ground 4951.0 • •7.941 .7.9410 Table 2 794.5 43.2 0 482.0 11082.0 315.0 482.0 11082.8 • 315.0 ' • 0.a 10• Up to 60' (80') 151.2 73.1 1688.0 49656.0 1519.0 1688.0 49656.x_ =1319.0 . ' 6?2 0 Up to 120' (150') 173.8 84.1 1940.0 57082.3 1753.0 1940.0 : 57082,x- i 1753.0 715.0 Up to 200' (250') 193.0 93.4 2155.0 63393.3 1951.0 2155.0 633933...1551.0 319.9 ,, !?,4..@, Calculations performed according to the information provided by the client. Cabinets were assumed solid (0% porosity) for shear and t •siop calculaticiDurgoses. •• • • • •• •• •• • PANEL INTEGRITY SUMMARY • • • • . • • • • • • • • • • • • •• • • • • • • • • Unit Model' Ground or Roof Height* Panel Name Applied Wind Pressure (Ib/ft2) Force on Panel (lbs) Add.' Screw Qty Needed (P cs) Additional reinforcement required beyond original manufacturing Table 1 Ground TOP PANEL 0.0 0.0 - No CONTROL COVER 43.2 50.4 - SERVICE PANEL 43.2 91.4 - Up to 601(80') TOP PANEL 73.1 621.9 - NO CONTROL COVER 151.2 176.5 - SERVICE PANEL 151.2 319.9 - Up to 120' (150') TOP PANEL 84.1 715.4 - No CONTROL COVER 173.8 202.9 - SERVICE PANEL 173.8 367.7 - Up t0 200' (250') TOP PANEL 93.4 794.5 - No CONTROL COVER 193.0 225.3 - SERVICE PANEL 193.0 408.4 - Table 2 Ground TOP PANEL 0.0 0.0 - No CONTROL COVER 43.2 50.4 - SERVICE PANEL 43.2 91.4 - Up to 60' (80') TOP PANEL 73.1 621.9 - NO CONTROL COVER 151.2 176.5 - SERVICE PANEL 151.2 319.9 - Up to 120' (150') TOP PANEL 84.1 715.4 - No CONTROL COVER 173.8 202.9 - SERVICE PANEL 173.8 367.7 - Up to 200' (250') TOP PANEL 93.4 794.5 - CONTROL COVER 193.0 225.3 - No SERVICE PANEL 193.0 408.4 - *The value shown in parentheses Indicates the allowable roof height in 170mph conditions. i.e. 60' (80') indicates an allowable roof height of 60' for 175mph or 80' for 170mph Vult. +See tables on sheet 5 for cabinet classification. ENGINEERING EXPRESS® 160 SW 12" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 (954) 354-0660 ENGINEERINGEXPRESS.COM ••• • • • •• • • Page 3 of 5 BRYANT SPLI I UNITS Engineering Express' 1 TER -16-3190.4 SECTION 4 DETAILS (2) 1'x22ga GALV. ASTM A36 STEEL STRAP. STRAPS SHALL BE SECURELY TIGHTENED SNUG AGAINST UNIT, TYP. STAND RAIL (BY OTHERS), TYP. MECHANICAL UNIT N.T.S. FRONT ISOMETRIC STAND RAIL (BY OTHERS), TYP. (2) #14 SMS AT EACH STRAP END TO WEB OF THE SUPPORT ANGLE TIE -DOWN CUP A. SEE CUP NOTE SUPPORT ANGLE SEE NOTE BELOW MECHANICAL UNIT N.T.S. CONTROL COVER /SUPPORT ANGLE, SEE NOTE FRONT ISOMETRIC "-UNIT BASE PAN ANCHOR PER SCHEDULE STAND RAIL (I -BEAM) BY OTHERS CONTROL BOX SUPPORT ANGLE SEE NOTE BELOW • •••• • • •••• MECHANICAL•UVIf N.T.S. DATUM FACE DIM. 4 (1) 1'x22ga GALV. ASTM A36 STEEL STRAP, SHALL PASS OVER THE UNIT TO I -BEAM ON OPPOSITE SIDE. (2) #14 SMS AT EACH STRAP END TO UNDERSIDE OF THE 1 -BEAM TIE -DOWN CLIPS & STRAPS N.T.S. ELEVATION •••• • • •••• •• • • • • • •• • •• • • • • • •• •• • .• -l3ACTCZSOMETRIC• • • • • • • •• CL] (BY �w�•T�NRAILOTHERS)I.}} , • • • • • • TYP_ • • • • DIM.2 ! DIM. 3 CLI SUPPORT ANGLE SEE NOTE BELOW TIE -DOWN CLIP LAYOUT N.T.S. PLAN TIE -DOWN CLIP OFFSETS: DIM. 1 5.00' MAX OFFSET FROM DATUM FACE DIM. 2 '5.00" MAX OFFSET FROM OPPOSITE FACE DIM. 3 :5.00" MAX OFFSET FROM OPPOSITE FACE DIM. 4 10" MAX OFFSET FROM DATUM FACE Note: Miami Tech support angle part number CBCAB30K, CBCAB42K, under NOA #16-0601.01 or equivalent Is permitted. ENGINEERING EXPRESS® 160 SW 121H AVE. SUITE 106 DEERFIELD BEACH, FL 33442 (954) 354-0660 ENGINEERINGEXPRESS.COM • •• • • • • • • • • • • • • • Page 4 of 5 BRYANT SPLIT UNITS Engineering Express° 1 TER -16-3190.4 CABINETS & DIMENSIONS TABLE 1 UNIT MODEL WIDTH (in) DEPTH (in) HEIGHT (In) WEIGHT (Ibs) 8H14"018 23.13 23.13 35.25 136 BH14"024 25.75 25.75 35.25 144 13H14"030 31.19 31.19 31.81 158 BH14"036 31.19 31.19 28.44 170 B1114"042 31.19 31.19 39.13 201 8H14'"048 31.19 31.19 28.44 197 81.114"060 31.19 31.19 31.81 212 BA16"A18 31.19 31.19 28.44 142 BA16"A24 31.19 31.19 28.44 142 BA16"A30 31.19 31.19 31.61 150 8A16"A36 35.00 35.00 28.44 165 BA16"A42 35.00 35.00 39.13 213 BA16"A48 35.00 35.00 39.13 264 BA16"A60 35.00 35.00 45.94 272 8A14"A18 23.13 23.13 24.81 123 8A14"A24 25.75 25.75 25.00 119 BA14**A30 31.19 31.19 31.81 151 8A14"A36 31.19 31.19 24.81 134 BA14"A42 31.19 31.19 39.13 192 BA14"A46 31.19 31.19 28.44 182 BA14•'A60 31.19 31.19 31.81 197 th { 1 II II Note Image Is not to scale and Is for Illustration purposes only. Actual units may differ slightly In appearance. TABLE 2 UNIT MODEL WIDTH (in) DEPTH (in) HEIGHT (in) WEIGHT (Ibs) 215B"018 31.19 31.19 28.94 169 2158"024 35.00 35.00 32.31 200 2158"030 35.00 35.00 32.31 196 2158"036 35.00 35.00 35.75 215• • 2158"042 35.00 35.00 244 • • • 245 • 2158•'048 35.00 35.00 28.94 • 260 • • • 21513"060 35.00 35.00 39.13 • 294 • 214D"018 23.13 23.13 3b • • • 136 214D"024 25.75 25.75 UN • f1 • 144 : • s 2140"030 31.19 31.19 31.81 • 6 158 • 2140"036 31.19 31.19 2g.n w •: 170 • • f 214D"042 31.19 31.19 39 13 • •••••. 201 • 214D"048 31.19 31.19 26.44 • • 197 2140"060 31.19 31.19 3.1.81 • 212•.• 1168"'018 23.13 23.13 29+69 • • 125 1188"024 31.19 31.19 28.31 147 . • 1168"030 31.19 31.19 32.31 153 1168"036 35.00 35.00 28.31 165 1168"042 35.00 35.00 39.13 213 116B"048 35.00 35.00 32.31 264 1168"049 35.00 35.00 39.13 231 1168"060 35.00 35.00 45.94 272 1168"061 35.00 35.00 45.94 272 114C"018 23.13 23.13 24.81 123 114C"024 25.75 25.75 25.00 119 114C"030 31.19 31.19 31.81 151 114C"036 31.19 31.19 24.81 134 114C"042 31.19 31.19 39.13 192 114C"048 31.19 31.19 28.44 182 114C"060 31.19 31.19 31.81 197 ••• • •• • • •• • • • •• • • • • • • ••• • • • •• LIMITATIONS & CONDITIONS OF USE: Use of this product shall be fn surd accordance with this TER as rioted Irve:n. The supporting host structure shall be designed to resist an superimposed loads as determined by others en a site specific basis as may bo required by the Authorit; liming Jurisdiction Host slnictufe conditions which are rat 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 hast si upcstind stntcture by use of this document, Adjustment factors noted herein and the applicable codes must be considered, v,hero 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 whin Mu main member. All anUars <_cra s. straps, dips, and attachment part can he substituted for equivalent parts, as long as the capacities of the equivalent parts are equal or stronger. This eva laben does riot offer any evaluation to meet large missile impact darns requirements vitich typically are nit required for this type of product All of the vin l resisting exterior panes: individually meet cr exceed their capacity to resist the design wind loads as stated in the calculations as required by the Florida Building Cade Fifth Edition Bib 14j We to Oce indeterminate nature of biose units, distortion and deflection cannot be accurately evaluated, but •xtth diaphragm action of external components and internal stitleners, the base unit has the capacity tc :uittutand these forces •:.lith individual external parts being contained. Yearly inspections, doting equipment maintenance or after a rained storm, as screw. cabinet components. cltps. anchc.r. bolls, soaps and cables are to be verified by the AiC contractor. Alt damaged cadent components, hoose, corroded, broken screws or anchor bolts shall be replaced to ensure structural integrity for hurricat01 wind forCOS ENGINEERING EXPRESS® 160 SW 12th AVE. SUITE 106 DEERFIELD BEACH, FL 33442 (954) 354-0660 ENGINEERINGEXPRESS.COM • • • • • • • • • • •• • • • Page 5 of 5 •