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MCC-19-2596Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 p;=)Mfl 'J�ls tow Date: Parcel Number 9601 NE 2ND AVE, Miami Shores; FL 33138 1132060134060 :ontacts Permit NO.: MCC40-19-2596 Permit Type: Mechanical - Commercial Work Classification: A/C Replacement Permit ,Status: Applied Expiration: 04/27/2020 Atlantic Oil Inc. Owner AIR & HEAT DOCTORS INC Contractor 1308 E ATLANTIC BLVD, POMPANO BEACH, FL 33060 AGUSTINE ALVAREZ 1276 SW 143 PL, MIAMI, FL 33184 Business: 3054460940 Description: AXACT CHANGE OUT OF 5 TONS CENYTRAL AIR Valuation: $ 7,500.00 Inspection Requests: CONDITIONING SYSTEM .762-4949 Total Sq Feet: 0.00 305 TO REPLACE 19-2595 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $3.94 DCA Fee $2.63 Education Surcharge $1.60 Permit Fee $212.50 Scanning Fee $3.00 Technology Fee $6.56 Total: $285.03 Building Department Copy Payments Date Paid Amt Paid Total Fees $285.03 Credit Card 10/29/2019 $50.00 Credit Card 11/08/2019 $235.03 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 ELECT CdAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFI AVIT- ce a II the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulati an g. F hermore, I authorize the above named contractor to do the work stated. Signature: Owner / Applicant / Contractor / Agent Date November 08, 2019 Page 2 of 2 �01 11 mu\151�10 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 ENTBRED OCT 29 2019 Byt---4±-� FBC 20(► x' Master Permit No. A a -j 0-19-P?' Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING Q MECHANICAL E] PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9601 NE 2 AVE City: Miami Shores County Miami Dade Zip -- 1-5 Folio/Parcel#: 11-3206-013-4060 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ATLANTIC OIL INC. Address: 1308 E ATLANTIC BLVD City: POMPANO BEACH. State: FLORIDA Tenant/Lessee Name: Email: ahmad@exprezo.com CONTRACTOR: Company Name: AIR & HEAT DOCTORS INC. Address: 8315 NW 64 ST SUITE 8 Phone#: 5612481239 Zip: 33060 Phone#: Phone#: 7864864436 City: MIAMI State: FLORIDA Zip: 33166 Qualifier Name: AGUSTIN ALVAREZ Phone#: 3052181798 State Certification or Registration #: CAC 1819172 Certificate of Competency #: DESIGNER: Architect/Engineer: Dknnolf. Address: -7 City: State: Zip: Value of Work for this Permit: $ - "-S00e d Q Square/Linear Footage of Work: Type of Work: E-1Addition❑ Alteration ❑New 0 Repair/Replace ❑Demolition Description of Work: EA4XT CHANGE OUT OF A 5 TONS CENTRAL AIR CONDITIONIONG SYSTEM. Specify color oofcolor �thru tile: Submittal Fee $ J" QA Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ Q TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip M 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 b vd and yse,jgspe�;tiAn fee will be charged. Signatu OWNER or AGENT Thfore g instrument was acknowledged before me this ([7 %�L�".2 lay day of 20 / / , by is personally known to me or who has produced- identification and who did take an NOTARY PUBLIC: Sign: Print: Seal: o -& *1,_ • A3RAHAM ENRIQUE AMADOR 'N. �.� Notary Public - State of Florida Commission # GG 340965 My Comm. Expires Sep 29, 2023 Borded through National Notary Assn. ************ APPROVED BY (Revised02/24/2014) Signature _1 CONTRACTOR The foregoing instrument was acknowledged before me this ,..1 . Fday of Q/�O�6�L 20,1,9 by i`1 �;710Z) ho is personally known to me or who has produced*%i.,Y14as identification and who did take an oath., NOTARY PUBLIC: 4rt-- Print: Seal: / ;o�;Rjc��; ABRAHAM ENRIQUE AMADOR ,y. , Notary Public - State of Florida Commission GG 340965 My Comm. Expires Sep 29, 2023 Bonded through National Notary Assn. PI AEminer Structural Review ********** Zoning Clerk 2019 FLORIDA PROFIT CORPORATION ANNUAL REPORT DOCUMENT# P15000003250 Entity Name: ATLANTIC OIL INCORPORATED Current Principal Place of Business: 1308 E. ATLANTIC BLVD. POMPANO BEACH, FL 33060 Current Mailing Address: 1308 E. ATLANTIC BLVD. POMPANO BEACH, FL 33060 US FEI Number: 47-3112517 Name and Address of Current Registered Agent: OSHINSKY, LEONARD 350 E. LAS CLAS BLVD. SUITE 970 FORT LAUDERDALE, FL 33301 US FILED Mar 08, 2019 Secretary of State 697423051 OCC Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Officer/Director Detail Title D,P Name SHEHADEH,MAHMOUD Address 1308 E. ATLANTIC BLVD. City -State -Zip: POMPANO BEACH FL 33301 Title DfT Name HAMED,TAHER Address 8044 KALIKO LANE City -State -Zip: WELLINGTON FL 33414 Title D,S Name SHEHADEH,AHMAD Address 1308 E. ATLANTIC BLVD. City -State -Zip: POMPANO BEACH FL 33301 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as it made under oath; that 1 am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: MAHMOUD SHEHADEH D,P 03/08/2019 Electronic Signature of Signing Officer/Director Detail Date 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): 9601 NE 2 AVE 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 ❑ NO Q ARHI Sheet Attached: YES K NO ❑ Contract Attached: YES MR 1. Minimum Circuit Ampacity (Wire Size): #6 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 60 AMPS 3. Voltage of Circuit (208/240/480): 208/230 VOLTS 4. Size Disconnecting Means: 60 AMPS Contractor's Company Name: AIR & HEAT DOCTORS INC. Phone: 7864864436 State Certificate or Registratio No. CAC 1819172 Certificate of Competency No. Signature � Date: 10/15/19 (Qualifier's signature) (Revised02/24/2014) UNIT BEING REPLACED DATA NEW UNIT AMERICAN STANDARD MANUFACTURER BRYANT TWE065E13FBO AHU or PKG. UNIT MODEL # FB4CNP060L00 7CO072A COND. UNIT MODEL # 114CNA060000 KW HEAT 10KW 5TONS NOM TONS 5TONS 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 UNKOWN EER/SEER 14.00 SEER YES NO REPLACING DUCTS YES NO X YES NO REPLACING THERMOSTAT YES NO X YES NO NEW 4"CONCRETE SLAB YES NO X YES NO NEW ROOF STAND YES NO X YES NO NEW RETURN PLENUM BOX YES NO X 1. Minimum Circuit Ampacity (Wire Size): #6 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 60 AMPS 3. Voltage of Circuit (208/240/480): 208/230 VOLTS 4. Size Disconnecting Means: 60 AMPS Contractor's Company Name: AIR & HEAT DOCTORS INC. Phone: 7864864436 State Certificate or Registratio No. CAC 1819172 Certificate of Competency No. Signature � Date: 10/15/19 (Qualifier's signature) (Revised02/24/2014) Certificate ®f Product Ratings AHRI Certified Reference Number: 9550366 Date : 10-25-2019 Model Status : Acti' AHRI Type: RCU-A-CB Series: LEGACY LINE AC s� Outdoor Unit Brand Name: BRYANT HEATING AND COOLING SYSTEMS Outdoor Unit Model Number (Condenser or Single Package) : 114CNA060*0**A* • • Indoor Unit Model Number (Evaporator and/or Air Handler) : FB4CNP060L • • • • • Region: Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN, TX, VNAK, CO, CT.,410mr, IA, IN, KS, MA, ME, MI, MN, MO, MT, ND, NE, NH, NJ, NY, OH, OR, PA, RI, SD, UT, VT*WW WI, WY, 15.S. Territories) • • . . • •••• • •• Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed iwalLregions • �; • • • until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed f"Ven(s) for • which they meet the regional efficiency requirement. • • • • • • The manufacturer of this BRYANT HEATING AND COOLING SYSTEMS product is responsible for the rating of this system coinbinaflpn. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating ofU Unitary i Air -Conditioning & Air -Source Heat Pump Equipment and subject to�nitting accuracy by AHRI-s�`ponsore8,"inde'pen`dent, third party testing: Cooling Capacity (A2) Single or High Stage (951`), btuh f 56000 I SEER: 14.00 �` 1'! 6 �r .tri i 11 FrJ, r� _ !I T � tl EER (A2) - Single or High Stage (95F) : 11.50 N PERMIT #:MCC-10-1c1-AS1W Miami Shcres Villaae -- - APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT ['O CCP,If'l.lf`NCE WI FH ALL FEDERAL STATE ANL) ur ISN, f HUL--S AND REGULATIONS t"Active" Model Status are those that an AHRI Certification Program Participant is currently'producing *AND selling or -offering ARInew 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 along with the previous (i.e. WAS) rating. 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.ahridirectory.org, click on "Verify Certificate" link we make life better - and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. ©2019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132164975979350856 CI ' '' ENGINE 160 SW 12TH AVE SUITE 106, (954) 354-0660 i ENGINEERIN REPORT HOLDER: BRYANT HEATING AND Ct 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954) 247-2003 1 FL. WWW. SCOPE OF EVALUATION (coml EKING Technical Evaluation Report DIVISION: 23 08 00—COMMISSIONING OF HVAC THIS DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN D BEACH, FL 3344 ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE XOM (Subject to Renew January 1, 2021 or next code cycle change) NG ANT.COM Nea°& & "ding :e with the follow i codes): THIS IS A STRUCTURAL (WIND) PERFORMAN ONLY. NO ELECTRICAL OR TEMPERATURE RATINGS OR CERTIFICATIONS ARE OFFERED OR This Product Evaluation Report is tieing issued in ac( requirements of the Florida Buildin ! Code Sixth Editic Section 104.11, FMC 301.15, FBC IBuilding Ch. 16, Existing Building sections 707.1, 707.2, FBC Building Residential M1202.1, M1301.11 FS 1471.025, Including Administrative Provisions 107.3.4. fie product noted been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF Tt REPORTS MUST BEAR THE ORIGINAL SIGNATURE SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: • Product Evaluation Documents Substantiating documentation has t Is summarized in the sections that I • Structural Engineering Calculat Structural engineering calculations I product based on comparative ai following design criteria: • Maximum allowable unit integrity • Maximum allowable uplift, i for ground and roof applica Calculation summary for this TER is table. No 33% increase in allowab design of this product. Microsoft E calculations present in this report. INSTALLATION: The product(s) listed in this report with this TER & manufacturer-provic The product components shall t manufacturer -provided product spec in accordance with the applicable published installation instructions. submitted to sul r. been prepared rational analya II wind pressur g, & overturning EVALUATION HEREIN. "i! 1 t]taICACrIitiAL Utrita IONS PURPOSES ONLY. ACTUAL UNITS TER -16-3190.4 Florida Building Code Sixth Edition (2017) I • F5RT ARE F I STRATrft* • • • • ERISLIGHTLY IN APPEARANSE. , UNIT CASING MATERIAL: • + • • • , , : • • • • : 'dance with the . • . • (2017) per FBC 0.86mm gaivan¢ed sheet steel ASTM A6%5 EDDS cold•?oiled stetMDf • 5CE-7-10, FBC removable top panel. 1.14mm galvantzeV%4iflest�teei A.TT f4E53 EDD& eaik* • • 122.2, and FBC rolled steel for: base pan. Side protecteM stsO grille ASIM.010 02.Q�M , • roward County vertical wire and 02.68mm horizontal Niiiiiaosryred with #1p-16 sheet meta • this report has screws into top'and base pan. • . SE INSTALLATION: •=• • • • RAISED Shall follow manufacturer specifications %a well as the. infodmation prpjri'dU • : herein. • • • STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations: )rt this TER and 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 56' MRH**. Non-HVHZ*-' Ch evaluate the Ground or Roof Application per installation instructions to qualify the **Mean Roof Height ***High Velocity Hurricane Zone connection )vided in the for s summary stress has been lused in the ,I was used to Corry out the 111 be installed in tract compliance model specificatic ns. of the material i ipecified in the ations. All screws nust be Installed Dvisions & ancho manufacturer's LIMITATIONS & CONDITIONS OF qSE: Use of this product shall be in strict accordance with this TER as noted herein. See final page for complete I m(tations and condi ions of use. OPTIONS: This evaluation is valid for all BRY on the final page. FINISH: Baked enamel. models present in the table located The FBC V' Edition (2017) defines APPROVED SOURCE (Section 202) as: -/ engineering principles to materials, methods or syst ms analyses.' Engineering regularly engaged in conducting and providing engin ering evaluations of single. Maximum Rated Wind Pressure: 193psf Lateral, 93psf Uplift (IBS. Dead Load) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. Find this report and all the help you need at Enolneedn aExoress.comlCarder ABOUT THIS DOCUMENT: IJ U ENGINEER CERTIFIED ORIGINALS, VARIATIONS & HELP CAN BE FOUND VISITINGBY VISITING THE WEB ADDRESS FOUND HERE BY VISITING THE WEB 1 ADDRESS OR SCANNING THE OR CODE TO THE RIGHT > m- i VISIT ENGINEERINGEXPRESS.COM/STORE FOR MORE REPORTS ecalcAO116311104 ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SEAL REQUIREIP TO BE VALID PER CODE: Frank L. Bennardo, P.E., SE¢ D Signed by If Checked: ENGINEERING EXPRESS® U Gordon DiBattisto, PE FL PE #0046549 FLCA #9885 FL PE #82328 NOTICE: IFTHIS 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 15 NO DIGITAL SIGNATURE ON PAGE 1 OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS Copyright ® Engineering Express®. All Rights Reserved r c Independent person, firm oorporation, approved by the budding official, who is competent and experienced in the application of (press® professionals meet the competency requirements as defined in the FBC and can seal their work. Engineering Express® Is anent and full-scale budding systems. *1111 ENG_ INE 160 SW 12TH AVE SUITE 106,1 (954) 354-0660 1 ENGINEERING REPORT HOLDER: BRYANT HEATING AND C 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954) 247-2003 1 FL. WWW SCOPE OF EVALUATION (com EKING Technical Evaluation Report DIVISION: 23 08 00—COMMISSIONING OF HVAC THIS DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN D BEACH, FL 3344 ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE ;.COM (Subject to Renew January 1, 2021 or next code cycle change) NG ANT.COM I R941111111 81 C01111111111111e with the followi codes): THIS IS A STRUCTURAL (WIND) PERFORMAN ONLY. NO ELECTRICAL OR TEMPERATURE RATINGS OR CERTIFICATIONS ARE OFFERED OR This Product Evaluation Report is tieing issued in ac( requirements of the Florida Building! Code Sixth Editic Section 104.11, FMC 301.15, FBC' Building Ch. 16, Existing Building sections 707.1, 707.2, FBC Building Residential M1202.1, M1301.1, FS 471.025, including Administrative Provisions 107.3.4. The product noted c been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF Tt REPORTS MUST BEAR THE ORIGINAL SIGNATURE SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: • Product Evaluation Documents Substantiating documentation has t is summarized in the sections that 1 • Structural Engineering Calculat Structural engineering calculations I product based on comparative al following design criteria: • Maximum allowable unit Integrity • Maximum allowable uplift, I for ground and roof applica Calculation summary for this TER i table. No 33% increase in allowa design of this product. Microsoft calculations present in this report. INSTALLATION: The product(s) listed in this report with this TER & manufacturer-provi The product components shall t manufacturer -provided product spei In accordance with the applicable published installation instructions. submitted to suI been prepared rational analyl II wind pressur g, & overturning EVALUATION ERFORMANCE PLIED HEREIN. rdance with the (2017) per FBC 3CE-7-10, FBC 522.2, and FBC Iroward County this report has :SE RAISED )rt this TER and !Ch evaluate the to qualify the connection :)vided in the f6rc#s summary stress has been Jused in the sl was used to Orry out the III be installed intrict compliance model speciftcati ns. of the material pecified in the ations. All screws ust be installed visions & ancho manufacturer's LIMITATIONS & CONDITIONS OF SE: Use of this product shall be in strict accordance with th s TER as noted herein. See final page for complete I mitations and condi ions of use. OPTIONS: This evaluation is valid for all BRYAN T models present In he table located on the final page. FINISH: Baked enamel. The FBC 61" Edition (2017) derines APPROVED engineering principles to materials, methods or sl regularly engaged in conducting and providing enl NOTE: GRAPHICAL DEPICTIONS I PURPOSES ONLY. ACTUAL UNITS UNIT CASING MATERIAL: 0.86mm galval ized sheet steel / removable top panel. 1.14mm gaily, rolled steel for! base pan. Side pr( vertical wire and 02.68mm horizon screws into top and base pan. TER -16-3190.4 Florida Building Code Sixth Edition (2017) TIIS1ZEPORT ARE FORMLLUSTRA14VE • W jFFFR SUGHV4 IN 4PPEARA f &* • • 9099 • 09 ..•96 V }4633 EDDEC c918 Vied steel efer• • aed sheet steel A9n#hA653 EDD6 Q" • far yqj grille ASTM A510 02.03mg? Vre,Ose;ured with #10-16 sheet metaw • 9099•• •9000 INSTALLATION: •.. : . .. ; Shall follow manufacturer specifications as well as tht jaf;;%tion 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 56' 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(lessDeadLoad) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. Find this report and all the help you need at ABOUT THIS DOCUMENT:V - U ENGINEER CERTIFIED ORIGINALS, VARIATIONS & HELP CAN BE FOUND BY VISITING THE WEB ADDRESS FOUND HERE BY VISITING THE WEB l ADDRESS OR SCANNING THE OR CODE TO THE RIGHT > i VISIT ENGINEERINGEXPRESS.COM/STORE FOR MORE REPORTS ecalcJory631904 ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SEAL REQUIRED TO BE VALID PER CODE: Frank L. Bennardo, P.E., SE# O Signed by If Checked: ENGINEERING EXPRESS® V 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 Copyright ® Engineering Express®. AN Rights Reserved CE (Section 202) as:'A Independent person, firm or corporation, approved by the building official, who is competent and experienced In the application of analyses.' Engineering xpressO professionals meet the competency requirements as defined In the FBC and can seal their work. Engineering Express® Is g evaluations of single -e ement and full-scale building systems. BRYANT SPLIT UNITS SECTION 2 PRODUCT INST Condenser Unit TION 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 1 or 2. See tables below for specifications + Cabinet Ground or Roof Height* Tie -down Strap Tie- own Strap Cli s (1) Tie -down Clips (2) Table 1 Ground NA; NA 4 Up to 60' (80') 2 Required 4 Up to 120'(157) 2 Required 4 Height* Up to 200' (250') 2 Required 4 Ground NA' NA 4 e Up to 60'(80') 2 Required 4 Table 2 Up to 120'(150') 2 Required 4 Up to 200' (250') 2 Required 4 *The value shown in parentheses Indicat indicates an allowable roof height of 60'f( + See tables on last page for cabinet ciai Note: Straps shall be wrapped as shown in det. around the unit. Straps shall be 1' width straps, up to 56' MRH. Values shown in t height is allowed at installer's discretion. the allowable roof hei ht in 170mph conditions. i.e. 60' (80') 175mph or 80' for 170 ph Vult. firation. s on section 4. The s ps shall be tightened to a snug fit nd 22ga galvanized me I. For Non-HVHZ, use (2) metal )e are minimum specifli d. Using stronger straps per each :SCHEDULE Engineering Express® ( TER -16-3190.4 AnchorTyiie Unit Ground or Roof1/8" Min Model" Height* oncrete 1/81,M n 6061'76 in order to prevent any ,000 Psi A36St el damage to the coil. e Aluminum Ground A NA I NA Up to 60'(80') NA B B Table 1 Up to 120' 150' NA B B Up to 200'(250') NA B B Ground NA NA U to 60' 80' ENA B B Table 2 U to 120'(150') B B U to 200'(250') B B Engineering Express® ( TER -16-3190.4 TIE -DOWN CLIP (1) (GROUND AND ROOF APPLICATION) Miami Tech CUTD V wide ASTM A653 gab0+anit .4ileel 0.07' thick of varying length (FL1973:.2) o; ITivelent Ibr all cabinets tiedto" • • to a roof structure or grourtflstructttre; fastenAl?,19 structure using• • anchor from Anchor Schedule to Host Structwe Tableend (2) #10 SS • 410 self -drilling screw to lAfta I!$ to unit bA4b p%n. Install M trait• • • with quantities shown in Tie+Idewg$trap & Clip Sdipdule. Locate* clips at 3" min away from the ap roQQnnate comer using four clips per ifide0 • • (two at each comer) aly�0tobr0r�ips 0134ft 4% in the Same • configuration. Miami Tech•Wd#*CBCUTD4KG los ground &•kye%• CBCUTD4KR for roof appillw y • 00 • • 0 0 • ss:• • a • • • • 0000•• 0000•• • • • • • • 0.000• O 0 0000 0 0 011 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) anchorfrom 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 dips 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 Tvoes to Host Structure: A. — 1/4" ELCO ULTRACON SS4 Anchor embedded 1 3/4"" in 3,000 psi concrete. 21/2" from edge minimum. NOA No. 15-1205.05 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 OFT E PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY, LATERAL, ND UPLIFT FORC S BY SITE-SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EX ESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT. EERING EXPRESS 9 160 SW 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 5 (9 4) 354-0660 ENGIN EE RING EXPRESS.COM Copyright 0 Engineering Express®. All Rights Reserved 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 coil. e TIE -DOWN CLIP (1) (GROUND AND ROOF APPLICATION) Miami Tech CUTD V wide ASTM A653 gab0+anit .4ileel 0.07' thick of varying length (FL1973:.2) o; ITivelent Ibr all cabinets tiedto" • • to a roof structure or grourtflstructttre; fastenAl?,19 structure using• • anchor from Anchor Schedule to Host Structwe Tableend (2) #10 SS • 410 self -drilling screw to lAfta I!$ to unit bA4b p%n. Install M trait• • • with quantities shown in Tie+Idewg$trap & Clip Sdipdule. Locate* clips at 3" min away from the ap roQQnnate comer using four clips per ifide0 • • (two at each comer) aly�0tobr0r�ips 0134ft 4% in the Same • configuration. Miami Tech•Wd#*CBCUTD4KG los ground &•kye%• CBCUTD4KR for roof appillw y • 00 • • 0 0 • ss:• • a • • • • 0000•• 0000•• • • • • • • 0.000• O 0 0000 0 0 011 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) anchorfrom 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 dips 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 Tvoes to Host Structure: A. — 1/4" ELCO ULTRACON SS4 Anchor embedded 1 3/4"" in 3,000 psi concrete. 21/2" from edge minimum. NOA No. 15-1205.05 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 OFT E PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY, LATERAL, ND UPLIFT FORC S BY SITE-SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EX ESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT. EERING EXPRESS 9 160 SW 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 5 (9 4) 354-0660 ENGIN EE RING EXPRESS.COM Copyright 0 Engineering Express®. All Rights Reserved BRYANT SPLIT UNITS SECTION 3 SUPPORTING CALCULATIONS & FORCES SUMMARY Engineering �xpressO I TER -16-3190.4 Unit Ground Lateral Up ift Large Side Large Side Large Short Short Short Uplift Model' or Roof Height* l Pressure Pres ure Force Overturn (Side Side Side Side Force NO COI TROLCOVER 151.2 176.5 (Psf) (P f) (lbs) (lbs -in) Tension 1(lbs) Force 04ertum SER ICE PANEL 173.8 367.7 - (lbs) ) -rnPl PANEL 93.4 7945 No CO TROLCOVER 193.0 225.3 s SER ICE PANEL 193.0 408A Table 2 (lbs) (I,bs-in) (lbs) 0.0 - Ground, 43.2 482.0 11082.0 1315.0 482.0 11082.0 315.0 0.0 Table 1 Up to 60'(801)!1 151.2 73.1 1688.0 49656.0 1519.0 1688.0 49656.0 1519.0 622.0 No Up to 120'(150')l 173.8 1 841 1940.0 570823 1753.0 1940.0 57082.3 1753.0 715.0 Up to 200' (250')Ii 193.0 93.4 2155.0 63393.3 1951.0 2155.0 63393.3 1951.0 794.0 Ground 43.2 482.0 11082.0 1315.0 482.0 11082.0 315.0 0.0 Table 2 Up to 60' (80'); 151.2 73.1 1688.0 49656.0 1519.0 1688.0 49656.0 1519.0 622.0 Up to 12U (1501){ 173.8 84.1 1940.0 57082.3 1 1753.0 11940.01 57082.3 1 1753.0 715.0 Up to 200'(250'),", 193.0 93.4 2155.0 1 63393.3 1 1951.0 12155.01 63393.3 1 1951.0 794.0 Calculations performed according to the Information providc d by the client. Cabinets were assumed solid (0% porosity) for shear and tension calculation pwrposes. PANEL INTEGRITY SUMMARY ' ...... .... Unit Model* Ground or Roof i * Height i P nel Name Applied Wind Pressure (ib/ ) Force on Panel (lbs) Add'I Screw Qty Needed (pa) d� i�I A0reinforcement i • • • requ1r;a9yond 00 9 0 Qal .�••• malufa Ctuong Table 1 Ground TOP PANEL 0.0 0.0 - • • '•Alo COI TROLCOVER 43.2 50.4 SER 1ICE PANEL 43.2 91A j Up to 60' (80') TOP PANEL 73.1 621.9 - NO COI TROLCOVER 151.2 176.5 SER CE PANEL 151.2 319.9 - j Lip to 120' (150') I I TOP PANEL 84.1 715.4. No CO TROLCOVER 173.8 202.9. SER ICE PANEL 173.8 367.7 - Up to 200'(250') -rnPl PANEL 93.4 7945 No CO TROLCOVER 193.0 225.3 s SER ICE PANEL 193.0 408A Table 2 Ground TOF PANEL 0.0 0.0 - No CONTROLCOVER 43.2 50.4 SERVICE PANEL 43.2 91A p to 60'(80') TOF PANEL 73.1 621.9 NO CO TROLCOVER 151.2 176.5 SER ICE PANEL 151.2 319.9 Up to 120' (150') TO PANEL 84.1 715.4 NO CO TROLCOVER 173.8 202.9 SER ICE PANEL 173.8 367.7 - p to 200'(2501)1 TO PANEL 93A 794.5 No CO TROL COVER 193.0 225.3 SER ICE PANEL 193.0 408.4 • The value sh In parentheses indicates the allowable roof height in 170mph conditions. i.e. 60' (80') indicates an allowable roof height of 60' for 176mph or 80' for 170mph Vult. 'See tables ons ieet 5 for cabinet classification. EN INEERING EXPRESS 160 SW 121" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 of S (9 4) 354-0660 ENGINEERINGEXPRESS.COM Copyright® Engineering Express®. Ali Rights Reserved BRYANT SPLIT UNITS j SECTION 4 DETAILS SEE DETAIL (,V 1 MECHAN N.T.S. STAND RAIL 1 (BY OTHERS), TYP. (2) *14 SMS AT EACH STRAP END TO WEB OF THE SUPPORT ANGLE 3 MECHANIC, N.T.S. CONTROL GRILL COVER TYp, i o: TIE -DOWN; CLIP SEE CLIP.• NOTE;; a.°o�D� . 0 Ur Pp i SUPPORT ANGLE, :...SEE NOTE (2) 1"x22ga GALV. ASTM A36 STEEL STRAP. STRAPS SHALL BE SECUREI TIGHTENED SNUG AGAINST UNIT, TY Enaineerinal Express® I TER -16-3190.4 BOX 1 STAND (BY OTHE . UNIT IL P, SUPPORT ANGLE SEE NOTE BELOW i 2 MECHANICAL UNIT • BAGK ISOME • • • • • • FRONT ISOMETRICkl�N.T.S. J DATUM FACE •••••• •••• DIM. 2 5.00" MAX OFFSET FROM OPPOSITE FACE • �+- C BCLI • !'RAIL • • • SCHEDULEEACH (liN11iD - - _ r- - _ _ -_ • rHERS), : • • • • DIM. 4 10.00" MAX OFFSET FROM OPPOSITE FACE STAND RAI nDIM. 1 DIM. 2 • • • • • (I -BEAM) B THE I -BEAM OTHERS SUPPORT ANGLE —SEE • • • • DIM. 44 NOTE BELOW DIM.3 CLIP�G') CLiP® 1L UNIT SUPPORT ANGLE SEE NOTE BELOW 4 TIE -DOWN CLIP LAYOUT FRONT ISOMETRY: N.T.S. PLAN (1) 1"x22ga •GALV.ASTM A36 STEEL STRAP, SHALL PASS OVER THE °o Tot TIE CLIP OFFSETS: nullUNIT -BEAM : -DOWN IT BASE ON OPPOSITE DIM. 1 5.00" MAX OFFSET FROM DATUM FACE J SI SIDE. /,1(2) DIM. 2 5.00" MAX OFFSET FROM OPPOSITE FACE ANCHOR PE ar14 SMS AT DIM. 3 5.00" MAX OFFSET FROM DATUM FACE SCHEDULEEACH STRAP END DIM. 4 10.00" MAX OFFSET FROM OPPOSITE FACE STAND RAI .._. UNDERSIDE OF (I -BEAM) B THE I -BEAM OTHERS s TIE—DOW I CLIF N.T.S. Note: Miami Tech support angle part number ELEVATION ,BCA133014, CBCAB42K, under NOA #16-0601.01 or equivalent Is permitted. EXPRESS160 SW 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 5 (9$4) 354-0660 ENGINEERINGEXPRESS.COM Copyright 0 Engineering Express&Aft Rights Reserved BRYANT SPLIT UNITS CABINETS & DIMENSIONS LIMITATIONS & CONDITIONS 01 Use of this product shall be in strict accordance t The supporting host structure shall be designed conditions which are not accounted for in this p supporting structure by use of this document Ar shall be protected against corrosion, conlaminalk the main member. All anchors, screws, straps, cl This evaluation does not offer any evaluation to r All of the wind resisting exterior panels, Individu, Due to the indeterminate nature of these units, di; to withstand these forces with individual external i and cables are to be verified by the A/C contrack neering Express® I TER -16-3190.4 i TABLE 1 UNIT MODEL WIDTH (in} DEPTH i (in) HEIGHT (in) WEIGHT (Ibs) BH14**018 23.13 ; 23.13 35.25 136 BH14**024 25.75 25.75 35.25 144 BH14*'030 31.19 s 31.19 31.81 158 BH14**036 31.19 131.19 28.44 170 BH14-042 31.19 131.19 39.13 201 BH14**048 31.19 131.19 28.44 197 BH14-060 31.19 � 31.19 31.81 212 BA16'*'18 31.19 131.19 28.44 142 BA16**'24 31.19 i 31.19 28.44 142 BA16***30 31.19 131-19 31.81 150 BA16***36 35.00 ! 35.00 28.44 165 �BA16-42 35.00 135.00 39.13 213 16''*48 35.00 35.00 39.13 264 BA16***60 35.00 135.00 45.94 272 BA17**024 31.19 131.19 35.75 167 BA17**036 31.19 31.19 35.75 191 BA17**048 35.00 1135.00 38.88 253 BA17"060 35.00 1 135.00 38.88 458 BA14*" 18� 23.13 123.13 24.81 123 BA14***24 25.75 125.75 25.00 119 BA14***30 31.19 131.19 31.81 151 BA14***36 31.19 131A9 24.81 134 BA14***42 35.00 31.19 39.13 192 BA14*""48131.19 =31 23.13 28.44 182 BA14**'80131.19 25.75 25.75 31.81 197 LIMITATIONS & CONDITIONS 01 Use of this product shall be in strict accordance t The supporting host structure shall be designed conditions which are not accounted for in this p supporting structure by use of this document Ar shall be protected against corrosion, conlaminalk the main member. All anchors, screws, straps, cl This evaluation does not offer any evaluation to r All of the wind resisting exterior panels, Individu, Due to the indeterminate nature of these units, di; to withstand these forces with individual external i and cables are to be verified by the A/C contrack neering Express® I TER -16-3190.4 Hate: Image is not to scale and is for illustration purposes only. USE: Actual units may differ slightly in appearance. th this TER as noted here' . D resist all superimposed I ads as determined by others on a site specific basis as may be required by the Authority Having Jurisdiction. Host structure duct's respective anchor ule shall be designed on a site-specific bast by a registered professional engineer. No evaluation is offered for the host rstment factors noted here in and the applicable codes must be considered, Ohara applicable. All supporting components which are permanently Installed 1, and other such damage all times. Fasteners must penetrate the supporlin members such that the full length of the threaded portion is embedded within S, and attachment part can be substituted for equivalent parts, as long as the i *pacifies of the equivalent parts are equal or stronger. :et large missile impact de ris requirements which typically are not required for this type of product. V meet or exceed their Cal @city to resist the design wind bads as stated in I�Ie calculations as required by the Florida Building Code Sixth Edition (2017). Inion and deflection cannc be accurately evaluated, but with diaphragm actio, of external components and internal stiffeners, the base unit has the capacity uts being contained. Year inspections, during equipment maintenance or of K a named storm; all screws, cabinet components, clips, anchor, bolts, straps All damaged cabinet corn onents, loose, corroded, broken screws or anchog bolts shall be replaced to ensure structural Integrity for hurricane wind forces. NEERING EXPRESSI 160 SW 12TH AVE. SUITE 106 DERFIELD BEACH, FL 33442 Page 5 of 5 (95 0) 354-0660 ENGINEERINGEXPRE.SS.COM Copyright ®Engineering Express®. All Rights Reserved TABLE 2 UNIT MODEL WIDTH (in) DEPTH (in) HEIGHT (in) WEIGHT (Ibs) 21513''018 31.19 31.19 28.94 169 215B*'024 35.00 35.00 32.31 200 2156''030 35.00 35.00 32.31 196 2156**036 35.00 35.00 35.75 215 2156''042 35.00 35.00 28.94 245 2156**048 35.00 35.00 28.94 260 2156'"060 35.00 35.00 39.13 294 214D*"018 23.13 23.13 35.25 136 214D*'024 25.75 25.75 38.50 144 214D**030 31.19 31.19 31.81 158 214D"*036 31.19 31.19 28.44 170 214D**042 31.19 31.19t39.1j3 .2"214D-048 31.19 31.19 -10 Iwo 0 214D**060 31.19 31.19Aa891 112•116B"018 23.13 23.13m 1259 1168''024 31.19 31.198 • t47 • 116B**030 31.19 31.19 0 03"1 •153• • 1166**036 35.00 35.00 • :IV*. 116B**042 35.00 35.00 • 3913 2'r3" 1166''048 35.00 35.00 •'� j• .•d1, 264• 1168"'049 35.00 35.00 39.1 •131••. 116B"060 35.00 35.00 41.94 272 1168**061 35.00 35.00 45.94 02W • 114C**018 23.13 23.13 24.81 123 114C'*024 25.75 25.75 25.00 119 114C**030 F 31.19 31.19 31.81 151 114C**036 1 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 1 31.81 197 Hate: Image is not to scale and is for illustration purposes only. USE: Actual units may differ slightly in appearance. th this TER as noted here' . D resist all superimposed I ads as determined by others on a site specific basis as may be required by the Authority Having Jurisdiction. Host structure duct's respective anchor ule shall be designed on a site-specific bast by a registered professional engineer. No evaluation is offered for the host rstment factors noted here in and the applicable codes must be considered, Ohara applicable. All supporting components which are permanently Installed 1, and other such damage all times. Fasteners must penetrate the supporlin members such that the full length of the threaded portion is embedded within S, and attachment part can be substituted for equivalent parts, as long as the i *pacifies of the equivalent parts are equal or stronger. :et large missile impact de ris requirements which typically are not required for this type of product. V meet or exceed their Cal @city to resist the design wind bads as stated in I�Ie calculations as required by the Florida Building Code Sixth Edition (2017). Inion and deflection cannc be accurately evaluated, but with diaphragm actio, of external components and internal stiffeners, the base unit has the capacity uts being contained. Year inspections, during equipment maintenance or of K a named storm; all screws, cabinet components, clips, anchor, bolts, straps All damaged cabinet corn onents, loose, corroded, broken screws or anchog bolts shall be replaced to ensure structural Integrity for hurricane wind forces. NEERING EXPRESSI 160 SW 12TH AVE. SUITE 106 DERFIELD BEACH, FL 33442 Page 5 of 5 (95 0) 354-0660 ENGINEERINGEXPRE.SS.COM Copyright ®Engineering Express®. All Rights Reserved