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MC-18-1288 Permit NO. MC-5-18-1288 Miami Shores VillagePermitType:Mechanical-Commercial 10050 N.E.2nd Avenue NE r � It Work Classification:AJC Replacement Miami Shores,FL 33138-0000Per, Permit Status:APPROVED Phone: (305)795-2204 R'L RLOp' Issue Date:5/2212018 Expiration: 1111812018 Project Address Parcel Number Applicant ,v 717 NE 91 Street Number: 3-B 1132060440070 Miami Shores, FL Block: Lot: BSP PROPERTIES LLC Owner Information Address Phone Cell BSP PROPERTIES LLC 717 NE 91 Street (305)389-7925 MIAMI SHORES FL 33138- 717 NE 91 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: =4,000.00ALL YEAR COOLING&HEATING INC (954)566-4644 Total Sq Fee Tons:2 Available Inspections: Additional Info:A/C CHANGE PUT OF A YORK UNIT 2 TON Inspection Type: Classification:Commercial Final Approved:In Review Review Mechanical Comments: Date Approved': : In Review Date Denied: Type of Work:A/C CHANGE PUT OF A YORK UNIT Scanning:3 t Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee Invoice# MC-5-18-67539 $2.10 05/16/2018 Check#:012120 $50.00 $109.50 DCA Fee $2.00 Education Surcharge $0.80 05/22/2018 Check#:012169 $ 109.50 $0.00 Permit Fee $140.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $159.50 ' 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 r pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In I accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are i 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 I construction hermore,I authorize the above-named contractor to do the work stated. May 22, 2018 Authorized Sig at re:Owner / Applicant / Contractor / Agent Date Building Department Copy May 22, 2018 1 4 F i SI 1 1 Inspection Worksheet Miami Shores Village ' 10050 N.E. 2nd Avenue Miami Shores, FL r Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-305345 Permit Number: MC- -518-1288 Scheduled Inspection Date: June 05,2018 Permit Type: Mechanical - Commercial Inspector: Perez,JanPierre Inspection Type: Final Owner: Work Classification: A/C Replacement Job Address:717 NE 91 Street 3-13 Miami Shores, FL Phone Number Parcel Number 1132060440070 Project: <NONE> Contractor: ALL YEAR COOLING& HEATING INC Phone: (954)566-4644 Building Department Comments A/C CHANGE PUT OF A YORK UNIT 2 TON UNIT infractio Passed Comments INSPECTOR COMMENTS False 1 — -p�� Inspector Comments I Passed I /(/,(/ CREATED AS REINSPECTION FOR INSP-304113. CANCELLED BY JEWELS 5/29/2018 11:41 } Failed 0 C � Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until } re-inspection fee is paid. a June 04,2018 For Inspections please call: (305)762-4949 Page 33 of 50 ` Miami Shores Village RECEIVED Building Department MAI 16 1018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1 Tel:(305)795-2204 Fax:(305)756-8972 Q—A INSPECTION LINE PHONE NUMBER:(305)762-4949 co h F�BC 201 - / , BUILDING Master Permit No. � ' 1 C 1 8 1 PERMIT APPLICATION Sub Permit No. 1 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL I F } ❑PLUMBING ❑N MECHANICAL F—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 717 NE 91 STREET # 313 City: Miami Shores County: Miami Dade Zip: 3313$ Folio/Parcel#:11-3206-044-0070 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: FIFE: FFE: OWNER: Name(Fee Simple Titleholder):MARK PARKER � r,-- 1, LLC Phone#: Address:41 NE 107 STREET City: MIAMI SHORES State: FL Zip: 33161 Tenant/Lessee Name: Phone#: , Email: CONTRACTOR:Company Name: ALL YEAR COOLING Phone#: 954-566-4644 Address: 1345 NE 4TH AVE FORT LAUDERDALE FL Z; 33304 1 City: State : P } Qualifier Name: GRETA B SMITH Phone#: State Certification or Registration#: CAC058160 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$4000 Square/Linear Footage of Work: Type of Work: ElAddition ElAlteration 1:1New A Repair/Replace ❑ Demolition Description of Work: A/C CHANGE OUT OF A YORK UNIT 2TON UNIT Specify color of color thru We: Submittal Fee$ SV 17aI Permit Fee$ CCF$ . CO/CC$ 1 (� r Scanning Fee$ _I Radon Fee$ Z DBPR$ Notary$ Technology Fee$ '3 •Zd Training/Education Fee$ 0 . 80 Double Fee$ Structural Reviews$ Bond$ -1 � s l TOTAL FEE NOW DUE$ t^/ (Revised02/24/2014) ` / 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..... i 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. J "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 JO 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 a absence of su os e notice, the inspection will no a pr ed and a reinspection fee will be charged. r. Signature Signatu OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing in rument was acknowledged before me this 2 day of MAY 120 18 by 2 day of MAY 20 18 by MARK PARKERwho is personally known to GRETA B. SMITH who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sig Print: DIMITRIUS A. DANIELS Print: DIMITRIUS A. S 4 Seal: •�Ft\ug P�#�F 1,'318 Seal: p DAME\-S i o' C)0TRIUS #FF 173 26 1 G p\ ��gia�pD _��;;�,•'�;%.- Y CO RES g10o e,30 2318 ; t M XP Oc �P*l OF APPROVED BY s Examiner Zoning Structural Review Clerk + I (Revised02/24/2014) l 5/1/2018 Property Search Application-Miami-Dade County .. .r, i W t 4S When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change IMPORTANT in ownership,the assessed value of the property may reset to full market value,which could result in higher property taxes. MESSAGE Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Folio SEARCH: ,. 717.ne 91 street Suite Q .. ...... ..... Back to Search Results PROPERTY INFORMATION Folio: 11-3206-044-0070 i Sub-Division: SHORES PLAZA EAST CONDO Property Address 717 NE 91 ST UNIT: 3B Miami Shores, FL 33138-3243 s i Owner i BSP PROPERTIES LLC Mailing Address 41 NE 107 ST MIAMI SHORES, FL 33161 PA Primary Zone 5000 HOTELS&MOTELS-GENERAL https://www.miamidade.gov/propertysearch/#/ 1/7 1 t.}' `�Y Lt�IC '•id�3 i3` F' `V�'r 'F � .t jy�t �f •; �s.Td��p�: n • ry 5/1/2018 Detail by Entity Name '...;N'can�s / `?csiL.kY._C.%�r.•.t!rsn.tiiTa.4.r / Detail by Entity Name Florida Limited Liability Company BSP PROPERTIES LLC Filing Information Document Number L16000183343 FEI/EIN Number 37-1839288 i Date Filed 10/03/2016 Effective Date 10/03/2016 , State FL Status ACTIVE t Last Event LC AMENDMENT Event Date Filed 10/28/2016 Event Effective Date NONE Principal Address ' 41 NE 107TH ST f MIAMI SHORES, FL 33161 Mailing Address + 41 NE 107TH ST MIAMI SHORES, FL 33161 Registered Agent Name&Address HYDE, MARK D 41 NE 107TH ST MIAMI SHORES, FL 33161 Name Changed: 01/13/2017 C Authorized Person(s) Detail Name&Address Title AMBR , I TAN, FRED 41 NE 107TH ST MIAMI SHORES, FL 33161 Title AMBR t PARKER, MARK of 42 NE 107TH ST http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=l nitial&searchNam4eOrder=BSPPROPERTIES%2,�. 5/1/2018 Detail by Entity Name MIAMI SHORES, FL 33161 Title AMBR PARKER, VICKY 42 NE 107TH ST MIAMI SHORES, FL 33161 Title MGR, MBR HYDE, MARK D 41 NE 107TH ST MIAMI SHORES, FL 33161 Annual Reports Report Year Filed Date 2017 01/13/2017 2018 03/07/2018 1 Document Imagga r 0,107%2018--ANNUAL.REPORT Vievr:ma(.,e in PL)-`nrrraat ANNUM REE':)R'i" v`i+'v'v raac,:is;PI or aai 1012-Sr2016--LC;Arner:dment view mag in PDQ'Of'T) ' Lishil,t! View:rnage in PDf `o+naa. ! i ! ! I http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=1 nitial&searchNameOrder=BSPPROPERTIES%2, I / ,. . Over 150,000 Installations & Counting! Call Us (954) 566-4644 V Quick Installations d Top Notch Crew& Installers Contact Us info@allyearac.com 0 Since 1973 _{ AIIYearCooling.com Date--------� y V ___________ ❑ Contract ❑ Estimate CONTRACT We ereby submit specifications for: Equipment Installation ❑ Indoor Air Quality ❑ Other-------------------------------- Year Cooling will furnish all parts,labor,and equipment necessary to facilitate the service checked above in accordance with the conditions and specifications listed in this contract.Does not include electrical upgrade unless stated. INFORMATION a U Name---L--- � --- Irv--� -------Address-1-11---1----- ---� --- ------#-------------------------------- city_M_l0,,tVL_ -r 1---State__C �'=--Zip _l',� Home Phone--------------------------�jCell-- ---l.----/---Z--- - Email ---------------------------------------------------Referred By------------------------------------------> ❑ I would like to receive new,updates,offers,and promotions via SMS text messaging. ~— Message from the President Hi,my name is Tommy Smith,President of All Year Cooling.All Year Cooling is a family business founded in 1973.Since day one been - • - or • • 954-610-6620. NEW EQUIPMENT WIRING. Split System ctrical Heat ❑ Air Han r Breaker Wire Size___________ ---—----------------------- ❑ Pa age Unit #Of Systems Use Existing Breaker ❑ Rplace Breaker ❑ eat Pump ❑ A ❑ New FUse _____________ Brand___________________________________ Straight Cool ertical Application ❑ Condreaker Wire Size_____________________ _______ ----------- ❑ Horizontal Application l r I I New Existing Breaker ❑ Replace Breaker l ❑ Other------------M �-A L— _ 4 �7�— _�f} Breaker--------------------- Brand--------------------- 1 Electrical Disconnect Box: ❑ Provided by All Year Cooling ❑ Existing Electrical to Code MAKE MODELOTHER 1 In-Line Float Switch a wpx�el iary Float Safety SwitchZ of Thermostat(Specific) 1 t ---l=--------------- LA eather Resistant Vibration,Isolation Pad - 3 1 Year 1 Visit Maintenance Agreement ❑ 5 Year Extended Warranty ❑ 10 Year Extended Warranty CONDENSATION& • • New Condensation Pum 1 ❑ p ❑ Reng Brant Copper Suction Line with Insulation,Size_________________ Pan: ❑ Auxiliary ❑ Primary ❑ Secondary ❑ h of Run__Refrigerant Copper Liquid Line,Size_________________________________ Neor Existing Copper ❑ Refrigerant Line Cover MANUFACTURER!S WARRANTIESI JOB REPAIR Liabilities and Workers'Comp for Our Work ❑ Extend Slab ompressor Years or__ _____Years erformed with Existing Codes ❑ New Slab VEv@p. denser_ _I Years Parts_j_Q_-__Years ounting Hardware of Stand for Air Handler ❑ Crane/Genie Lift Coil Years 5;Hurricane Code Strapping 1 Year Warranty by All Year Cooling on work performed,and manufacturer's warranty on equipment unless otherwise stated below.Labor provided by seller in this period is Monday through Sunday. BREAKDOWNINVESTMENT + OF • PERFORMED f Subtotal _ _ $--------------$--------------- 1 A, Utility Rebate $ $---------------$--------------- \ r Man.Rebate ___ 'A \ Misc Credits _. 1 _ f t I Total Investments $ _, ���, Extended Warrant ' I Balance Due $_�g _$_ - ------- --------------- On Call Bo El Yes ❑ No TERMS:Any fina m us nged-24-hovrrpn oo s arting any work.Balance Due to FOr El Cash ❑ Check ❑ CC [I Finance Technician n C "e"n of Job. All ooling Re�9'�14CME1506X, ature Date Custo er Signat re Date License#CAC0581 U16711,08E000413,ERo012903 SEE REVERSE FOR{TERMS AND CONDITIONS 1 i I 74 S&W Plaga 54at eoadowda&M 4a4acd &"' Ime. 745 North East 91 n Street Miami Shores,FL 33138 305-759-9069 E-MAIL spel23@att.net May 7, 2018 l Miami Shores Village Building Dept. 10050 NE 2nd Avenue Miami Shores, FL 33138 r Dear Sir/ Madam, This letter will serve as your confirmation, that "All Year Cooling & Heating" has been contracted by the owner of unit 3B, at 717 NE 91 Street, Miami Shores, Florida, 33138, and it is fully authorized by the Board of Directors of the Shores Plaza East Condominium Asso., to perform work in replacing "A/C Central Unit— inclusive of Condenser & Air Handler at said unit. Should you desire any additional information, please feel free to contact our office at your earliest convenience. Sincerely yours, Carlos Talavera Vice-President Shores Plaza East Condominium Asso. cc: file - ti , ♦SNpR'a'S Miami Shores Village 1111 "Isom RF"CEIVED Building Department artment MAY 16 '20118 10050 N.E.2nd Avenue xt� A Miarni Shores, Florida 33138 Tel: (305) 795.2204 �- Fax: (305) 756.8972 LAIR CONDITIO NG EPLACEMENT DATA PERMIT NUMBER: MC This f r n� A Pye L air conditioning replacement permit applications. Each unit change-out must be on its own datasheet. Ile h.ets are not acceptable. Job Address(where the work is being done): 717 NE 91 ST UNIT: 3B City: Miami Shores Village County: Miami Dade Zip Code: 33138 0000 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRtTf SLAB.00:.: ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION •'•;•• •• ••••• 0000.. A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS 0000. 0000 ARI (AHRI)DATA SHEET REQUIRED •••••• 0000 0000.. 00:00' Change Disconnecting means:YES ❑ NO® ARHI Sheet Attached:YES® NO❑ ContracCAiashed:Y&I?R: 0000.. UNIT BEING REPLACED DATA NEW UNIT ••••�• RHEEM MANUFACTURER •••••• 005 AHU or PKG.UNIT MODEL# AE24 • RAKB024 COND.UNIT MODEL# YCE24 5 KW HEAT NOM TONS 2 AHU CU PKG 1 M.C.A AHU 3 0 CU PKG AHU 3 5 CU 2757 PKG 2 M.O.P AHU 3 5CU25 PKG AHU CU PKG 3 VOLTS AHU CU PKG PKG UNIT 1 ! PKG UNIT ! ! EERISEER 15.75 YES NO X REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES X NO YES NO NEW 4"CONCRETE SLAB YES NO X YES NO X NEW ROOF STAND YES NO X YES NO X NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 10 2, Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit(208!2401480): 208/230 4. Size Disconnecting Means: 25 Contractor's Company Name: ALL YEAR COOLING' Phone: 954-566-4644 1 State Certificate or Reg istratio N. CACA08 Certificate of Competency N. Signature Date: 05-02-2018 (Qualifier signature only) P i 1 F Certificate of Product Ratings AHRI Certified Reference Number: 8436060 Date: 3/16/2017 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: YCE241321 Indoor Unit Model Number: AE24BX21+TXV Manufacturer: YORK BY JOHNSON CONTROLS Trade/Brand name: YORK 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, 9.00 NY, OH, OR, PA, RI, SD, UT, VT, WA, WV, WI, WY, U.S. Territories) '9090' 00..E t . . Region Note: Central air conditioners manufactured prior to January 1, 2015, are eligible to be •0 :0: 0 t, yy. .. installed in all regions until June 30, 2016. Beginning July 1, 2016, central air condiFicriM 0000: can only be installed in region(s) for which they meet the regional efficiency requirmbfit' ;000 0000 e • • •9999• Series:narne: LX SERIES_ Manufacturer responsible for the rating of this,system combination is YORK BY JOM$QJV CONTROLS 0 1 Rated as follows in accordance;with AHRI Standard 2101240-2008 for Unitary Air-Conditioning &W Nc-Sourt t* " HeatPump'Equipment sndsubject to verification of rating accuracy by AHRI-sponsoredindepbrident, thir4.... party testing: .. .. . Cooling Capacity (Btuh): 23800 . EER Rating (Cooling): 12.75 SEER Rating (Cooling): 15.75 IEER Rating (Cooling): t Ratings followed by an asterisk(')indicate a voluntary rerale 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 - I 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; "Of ildd 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. A6k REFRIGERATION HEATING, �T,Gi"F�ICf:Rt�Tt47�;INSTCT�;Y�: CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahfidirectory.org,click on"Verify Certificate"link -, and enter the AHRI Certified Reference Number and the date on which the certificate was issued, I which is listed above,and the Certificate No.,which is listed at bottom right. 131341554547133826 ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: 3/6/2018 Florida Building Code Online t � i 'it F� �wiy -.yrq,`... _r�"� •!`r"w m�N- y> .,,,,, .__ "'��xT i vasSai «Marr µ?+ i 1 k -t, 1 f x 1 t N a :i li f i 1r'J�'` �� � .�..�..�--.....�__.«. ...___.�_..__�__..__..=.a_.�,-w.._.._.�m...+_-;_._._.... •��.�,+,,,�r�r :ail,..' �. mrr��ra�. +mom;:-,K BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FBC Staff SCIS site Map Links Search r Product Approval USER:Public User Product QRRSrval Menu _..,..,..,._..dsi:a:., >aQRliCatiOn Lis!>Application Detail lr — «' FL# FL19731-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived I f � Product Manufacturer Miami Tech, Inc. Address/Phone/Email 3611 NW 74th Street ••••• 1 Miami,FL 33147 • • •••• •••••• (305) 693-7054 •641• • oe • 1 Chris@miamitech.com • • • • •••••• •• • •••••• • i Authorized Signature Frank Bennardo •••••• frank@engineeringexpress.com • • •••••• f •••• • ••••• • • I •••••• •••• ••••• Technical Representative • • • • • •• •• •• • • Address/Phone/Email •••••• • • • • t • • •••••• Quality Assurance Representative •••••••• • • • • • Address/Phone/Email • • • •••••• Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received 1 Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Keith E. Lorinos, PE 1 v Validation Checklist-Hardcopy Received Certificate of Independence Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By e Sections from the Code 104.11 t 1707.1 Product Approval Method Method 2 Option B https:/twvw.floridabuiliJing.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtvA%2bxmzklhGk7804192c6YL6Uk6KVCpl7%2f2rbtsr46EQ%3d%3d 1/2 I� l _..... .. _——---------.._..""...... ....... A 3/6/2018 Florida Building Code Dnline Date Submitted 08/16/2017 Date Validated 08/17/2017 Date Pending FBC Approval 08/23/2017 i Date Approved 10/10/2017 ' Seammary of Products ..... FL# i Model,Number or Name Description ...........__ .__......... .. 19731.1 Aluminum Tie-Down Clips, 1"Wide Aluminum Tie-Down Clip System(For Use with Mechanical Units at Roof or Grade) .............. Limits of Use Installation Instructions Approved for use in HVHZ: Yes '" _B;_II_Dwg�,Qpf Approved for use outside HVHZ:Yes Verified By: Frank Bennardo,P.E. PE 0046549 Impact Resistant:N/A Created by Independent Third Party: Yes t Design Pressure: N/A Evaluation Reports Other: FL19731_R2_,3.'_Lvall•pof Created by Independent Third Ptirty: Yes _. _.__ __.. .,...... .........._ 19731,2 Steel Tie-Down Clips, I"Wide Steel Tie-Down Clip System(For Use with Mechanical Units at Roof or Grade) --.._._._... Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19731_B2_U_QLg�2 Q�f •••• Approved for use outside HVHZ:Yes Verified By: Frank Bennard41 P.E. PE-0046549 • • •••• •••••• ' ' Impact Resistant:N/A Created by Independent Thisd Pasty Yes • Design Pressure: N/A Evaluation Reports •• • • ••• • Other: FL19731_i32_:__EV31.2p foill••al• •••• 9 ••••0• Created by Independent T%PJy• Yes I •••••• •••• ••••• •• •• •• • •••••• Contact Us 601 lar 5r v x <�o. c • c.,"si Fay - .. 9-phone:BSO-4B7-1�2♦•••• • • I The State or Florida Is an AA/EEO employer.;,;- � C, �.2;b r .�;:;Privacy Statement::Acceselbility Stat/ment::Bound Stallement •••••• •••••• ¢ Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a Ablic-records request"do not send electrorlk • I mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please conAQ iflr.4✓:.1395.`Pur�s vant o Section •••••• 1 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4SS,F.S.must provide the Depdrtr�ren,with an em�l Mfr 1111 they hav9 • one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish(y spry a personal address,please provide the Department with an email address which can be made available to the public.To determine it you are a licensee under Chapter 45S,F.S., please click here. Product Approval Accepts: , M;;q® m I i Y l J I haps:/Mnaw.floddabuilding.org/pr/pr_app_dfl.aspx?param=WGEVXQMDgtvA%2bxmzk1hGk7804l92c6YL6Uk6KVCpl7%2f2rbtsr46EQ%3d%3d 212 I I ) t I P ■ Em R mTM ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT August 15, 2017 Application Number: FL#19731.2-R2 FLB Project Number: 15-2786 Product Manufacturer: Miami Tech, Inc. Manufacturer Address: 3611 NW 74th St Miami, FL 33147 Product Name: Steel Tie-Down Clips, 1"Wide Product Description: Steel Tie-Down Clip System (For Use with Mechanical Units at Roof or Grade,)*e 1 sees .s . . ... e e.e.ee se a ...•.. Scope of Evaluation: 00.:00 e . .This Product Evaluation Report is being issued in accordance with the requirements of tFle'Norida :...:e ' Department of Community Affairs(Florida Building Commission)Rule Chapter 61G20-T.dit F.A.G'.,for statewide acceptance per Method 2(b). The product noted above has been tested ar0d dSaluated a%:'. summarized herein to show compliance with the Florida Building Code Sixth Edition(2611f and is,fdr1he' purpose intended,at least equivalent to that required by the Code. Re-evaluation of tjlVaftuct shall de 'e required following pertinent Florida Building Code modifications or revisions. e e •••••• • • • sees.• Substantiating Data: '••'•' * PRODUCT EVALUATION DOCUMENTS Drawing Draw #15-27f16b titled"Mechanical Unit Steel Tie-Down Clip:At Grade and Roof-Top Mounted Applications",sheets 1-6, prepared by Engineering Express, signed&sealed by Frank L. Bennard% P.E. are an integral part of this Evaluation Report. • TEST REPORTS Ultimate test loading structural performance has been tested in accordance with Florida Building Code Sixth Edition(2017)- 104.11 and 1707.1 per test report(s)#15-6206 by Fenestration Testing Laboratory, Inc.Signed and Sealed by Idalmis Ortega, P.E. • STRUCTURAL ENGINEERING CALCULATIONS Raiseq� cpi?tear`s 11 ieffpr Structural engineering calculations have been prepared which a � � r evaluate the product based on comparative and/or rational Aq analysis to qualify the following design criteria: - 11 CT 1. Minimum Allowable Unit Width 2. Maximum Allowable Unit Height Fran`h . �tennar ' 4 1 3. Maximum Allowable Unit Surface Area " 4. Clip Configuration and Anchor Spacing #PE X449 5. Anchor Capacity for Various Substrates 6. Maximum allowable roof-top heights for various installation win4f fiat " No 33% increase in allowable stress has been used in the design of this product. 1 r 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 I PHONE: (954) 354-0660 — FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM + VwoECTAIY}na u.y rtOcUT"lEo"w"CIDCfHICIGIn.rrwoI f"c uWTflNtYC.IVKi,.VIYi)D(IG r[y +6a ENGINEERING t-X�RESS® August 15, 2017 Miami Tech, hic.—Steel Tie Down Clips, 1" Wide Page 2 of 2 Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s)on the Product Evaluation Document(i.e.engineering drawing). 1 Installation .... The product listed above shall be installed in strict compliance with the Product Eval*tio6i%ocumeM jM. ••••;• , engineering drawing),along with all components noted therein. • ••• • ...... .. . ...... The product components shall be of the material specified in the Product Evaluation DDp gVnt(i.e. • engineering drawing). •••••• .... . ..... ...... .... ..... Limitations & Conditions of Use: •• •• •• •••••• Use of this product shall be in strict accordance with the Product Evaluation Documeot(i'e.gngineering, •• • drawing)as noted herein. 000000 All supporting hest structures shall be designed to resist all superimposed loads and shell be of a r�rraleriel ••�: i listed in this product's respective anchor schedule. Host structure conditions which are not accounted%r in this product's respective anchor schedule shall be designed'for on a site-specific basis by a registered t professional engineer. All components which are permanently installed shall be protected against corrosion,contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ). I ! I 160 SW 12711 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 4 ENGINEERINGExPRESS.COM 1 I i �'yA�.EENNAG.ikl.�E:. 11 rT;.s ��� MIAMI TECH, INC. t, MECHANICAL UNIT STEEL TIE-DOWN CLIP: AT GRADE & ROOF-TOP MOUNTED APPLICATIONS I STEEL TIE-DOWN CLIP DESIGN NOTES, .,v 3- THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AtO�,l?'SD + -yt •�°' I AND THE FLORIDA BUILDING WOO ST)OU EDITION(2017)TOTAi�� WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE A. INDICATED IN THE ACCOMPANYING DEIGNSCHEDULES THE D+ESY' i 'l4 tv CiuTRU USED TO CALCLILATE THE ALLOWABLE RTX]F-TDP HEIGHTS! �. �,� p M IAND N 162 VCONSIHZ( FOR HGC,6_-1.90-FION1 WITHIN THEEHHVHZ bN-HVHzOU151DE THE HVMZ,i�F I�...._ I I (GCI) l.S FOR ALL LOCATIONS(CONCURRENT). 7 +�4 R Vf SIDE VIEW EYP. ._ 2. ALL R DESIGN VARIABLES ARE IN AOCORDANCE wrtH ASCE 7-10 tnF W U�'- ". �..... _ .. CHAPTERS 26&29. 3. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE AL1 OTI FRC`F5 HI AR v Ile )(j VARY N i FNC,TH(NL ALLOWABLE HEIGHT OF THE BUILDING. WwO u m S i _ _ t 4. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30'TALL A/C STAND(1ERTIFTCATION BY OTHERS)ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. S. NO 33-1/316 INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE VT ( ,.... ,1 m DESIGN OF THIS SYSTEM. ;. o W "j I '' 6. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORT PROJECT sLS-62D6 BY FENESTRATION TESTING LABORATORY,INC..NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL I (j BY THIS ENGINEER SMALL BE PERMITTED. 7. STEEL CUPS SMALL BE ASTM A653 STEEL WITH FY-33 KSI OR BETTER N I/ € STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN i I ( s + APPROVED COAT OF PAINT,ENAMEL OR OTHER APPROVED PROTECTION. K 4 G90-RATED COATING REQUIRED FOR COASTAL INSTAIUTONS. _ b 4" LONG CLIP I U b IT T,1 GENERAL NOTES: z Yt 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE W1711THE REQUIREMENTS OF THE FLORIDA BUILDING U (SXIE B ASCE 7-10.THIS PRODLKT MAY BE USED WITHIN AND OUTSIDE V _ THE HIGH VELOCITY HURRICANE ZONE w S MAXIMUM B MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF i 1 ! t 0 [ MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. k -• j i [ All MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL H^ F w E OF.AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS ry RESPONSIBILITY OF THE CONTRACTOR. . FASTENERS TO BE t1C X V OR GREATER STAINLESS STEEL 410 UNLESS Q NOTED OTHERWISE.ANCHORS REFERRED TO HEREIN SHALL BE ELCD t I I I i It;`1 BRAND,STAINLESS STEEL ONLY,INSTALLED TO 3000 PSI MIN CONCRETE. L T�i SEE A-011 TO HOST SCHEDULE FDR ANCHOR REQUIREMENTS.ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTC{RON TO S j PREVENT ELECTROLYSIS. a. All CONCRETE it SPECIFIED HEREIN IS NOT►ART OF THIS CERTIFICATION.S AS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4'MIN. k t THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE THE 7 g 1 � S. E CONTRACTOR 15 IS RESPONSIBLE TO INSONATE ALL MEMBERS FROM I! s j I3 DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. �IE(6 �pF EIEC:IRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED I t o 7, THEADEQUACY OF ANY EXISTING STRl1C1URE TO WITHSTANDB IEQ( SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN 3 E i I j I j PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFlUTON.IXCEPTi_g k 3 bBQ• 8966 i (� •• 400: • 6V ( :• • • •• AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERRFTUTONS OR w I. Bk ,h l JI • • • f • • • • I AFFIRIMTIONS ARE INTENDED. FR a ' + I • • • • • • • B. 111E SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE sstt b6 i p I ( • •• INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT }TS tl B ii c I{ I i • • • • :• • • FROM THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR ' ll •• ••• • • • •• ( RE'GISTREO ARCHITECT SMALL PREPARE 51 iF tiPEC1F.0 DOCI.}Y,ENT4 TOR FR 3 i♦ • r wgF W ATER-7IIGGHTNBSOOF EXISTING HOS SUBSTRATE SMALL BE THE FULL f E ! 1 RESPONSIBILITY OF THE INSTALLING ODNYRACIFOR CONTRACTOR SIWl 9 YI ENSURE THAT ANY REMOVED On AUEf�WAT'ERPfai ;T%G MEMBwaNt +rm + IS RESTORED AFTER FABRICATION AND INSTALLATION OF$TRl1C1U1+E 15-2786bAtt . �. ..... ...1... ,;..,N 1... ••• •:•_ •�. ••• ..... • PROPOSED HEREIN..THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR T, {R H/� T F�, { �T�, r �) SCALRI Te ANY WAEITcPRODTING OR I FA"GE ISSUES W1.I04 MAY LX1-UF,Ay ` EI LONG CLIP H I LONG CLIP 3.nll LONG CLIPI• • S N! L.I. NG•CLL11 • • WATER-TIGHTNESS SHALT BE THE FULI RESPONSIBILITY OF THE V INSTAWNG CONTRACTOR. Iv TIkT'TQNE23 NT.S. FLAT"1EI+EL` N --. TLATTENL' • _iL.A'f;TNL •! f'CIR AN EXPLANATION OF EXPOSURE AND RISK CATEGORIES THAT .� � �. I � 1 T•`°' • ••• 3 AOCONPANY THE VW[WINO SPEEDS USED IN THIS APPROVAL.SEE ._. F \ SE:GTION 26.7.3 OF ASCE 7-10. ••• • • • ! ••• • w _.. .;ft•Itl i•MRL Y,MMIDO.F4. f C � Z W N ? C FNw Svi v rVNAILL •� WI�I.. L ztU a=oi -l..r_f `s,t•.ILrn1Wi-• j4adR.. W En �' HIS= Z WW OwZ Q J<m ow l .'h'iL.•I'5 ; ZX 32"f:LE:-".i WW u~•�uj +`MAS:• r 4 :Y"M0.)r" 4A E d L.l r v in OIW{I z W 4 �Q r t MAX `.)3"j x TYV, O a r rL M CONNECTION TYPE C1 m CONNECTION TYPE C3 u C1 n 3k SEE Ail6iOR TO HOST ; C3 Z 'is f,Y,,R-ttitt}?C(1)FT EACH C(IPVFR Ft l=n TUTA4 42P{4/F_E 21 s ! tIMUI F fr,)R All.f Cs:.ip '� 1X1 LC7(' JILL E 1 A4 CAt'i((DRN3 R Ilei d L7)tAl.OF +k"f'tR LiNIT N 1 - t Il a• 011 Au'(,AfN>lE4AllLL,FG Ct EI a-LQt G t)Sl AN6 F,70 ANCMOR CWISA 8 IP"tf7N�.: 77 3.3M1TATION t i t VA(is 4 V n D dj A E F fw� �Wo g .] SN £.. l7 j, Z w = A0ERNATE - LOC.ATItlfs a (Eky `I�\ AiIFRVA1k r'.l.l?•' ... D �C7RkGF � ¢ 6 ?;l- I UCA TfON. Alc 3!J .1" CSP. ♦ - .. 5k£VAGU 4 �IC i 6M LIE Wt. Il � 1 i� .3•MAv y,. [IS EEEE • c1 Ey9 4 �,• 1.1.3q&. t � �;' Iva, 5J]�'�� � �6� R 4 9 a 1 IY ••• ••• • • ••• • • ••• ( I ' Vt%o Q`Chl b6 st 4 .M �,MO�,� -' . . . . . . . . . Tyr ION TYPE C4 15-2786b 1 CONNECTION TYPE C2 _ • •.. . *lCONNECT! - � ?l A A t: •Fk i' 1 Avi i.ri%VG k..(a',C21X4;C:JP UI1LIZE ? Al r_A N•.,SRNF(?F-'P A'MAL tom{ e,.PtRUNIt • • • • • t1. ITF � w �(`,_.R C11K k'W 1Q, Gt tai 1 NCTT_'�-t`At.N.t t Rt 1D d'i{*:tr• ••• •• ••• •• ••• •� • •• STEEL TIE-DOWN CLIP (J�J • •• •• ••• • •• •• ••• • • ••• • • MAx1M1IM 1INF"t ATTACHMENT TO STAND MAXIMUM T)NCT t s 13399(SEL EESIGN nEtr;H;{SEF DEs1('n f ts)ogtz�culR • rr.; DETAILS CI TLIF�UM TA t FEp f[ _ (7,AND 1fECY'S. /f" V v E ?•C II i VNIT RY , SS•. �? �{. NAA E cuR ti 3`M r• �rux• °illO ,� WLLJ (JJ TYP. . <` ?� ..-- :±•, ywu»..a i.af PC f1i5`.EN 0.1F5 IU UNIT' .U w E s IAND STAND FfR SHEETz g gi MAX• ? 3 MAX`. \ 4 {SIY9a ;�P U1W _i-BEAMu w 8j'* D16 ... " � ATFA(HL64�R MANII'LCANGCH ',' ATIA[HI0 Pf R MIAMI�fH -q�`i ALTERNATE CLIP TO STAND DETAIL "_• a tiI AND fNOA,Sft .E?_AIL A.A � � .`IAN NON MTEh FLAILCNA , A CLIP aLAtF:N.T.S, q F4R ACT FRYATF CLFf C, AtTACHMENT iv.MIANGL?' Af!A(HM UI i"KNANGLE V < C4 yY}T l}aYL IS NOT USED F CONNECTION TYPE C1 CONNECTION TYPE C3 ? G), C3 t (4).,_-- NL`L^ALSU AI9�L1 ICA95CE rOR Li JP 4-CORNER'F!)R ATOTt.L:Jf 7 PFR tlNII NY77Y AGPt hiIPLI'AL"{E tfj!#CI_44 it(}tN,R FOR MIYM i1N7R ..,... .._ _._.... �.. U tl 7 Q s; k MAXIM(}M UNIT ;HEItiHV(I SFE Uf.57(:19 a I( m tE I(I T( L!:G�SIGN ScliOuCCs) �.L o o CHEDULF,:S), -NOTUz SCE AWHOR TO t'?S 1 c P V �� 9('HfCHIC}C)RAt7 FCHE ice. Q n Of I AW.F TO AtJC`OA u O ! SPRANC IIWIATIONS f 4F[DA.,.r e. I ff A E C.LI N N P i W MAa,• hk wtk' pgqar } 31 MAY* 4'T•'�,i 3-MAX- .,.t\\1 �. !R `5` f. Typ ' �� TN�A�N tom""` •• ••• • • • • • I 1 ['inti D eD`% x IHIP Ia r� Off ' i"� • • •• • • • • ��[, I x �6 • •• • • s 1 xaxt2 OA 501 • •A.�A6Rnm • i i i• SMAC) It'"ANr I •• : IzS E PI 1 IA HLO PER MIAMI F.:L)1 4 ACIAC HCU ,.2 MIAMI TEG'+ .' tety ,•,.wf t STAND NG-A,r L f OftA fbA a' $CANL NIR SEE 3ITA.L kiA u?( f NA I FOR a TFF•.ATV(-I4v 15-2786b AT I ACHM.�h C mart,ANC • #T=f•4MENT%VgLlTA,-**•+ • • STEEL TIE-DOWN CLIP I4 NOT UIrl, • • • J� — — - -- - — C� CONNECTION TYPE C2 ••• ; • 45 EONN:t&f00� TYPE C4 }^ I_x6"lUt U111 ,I9 )AT.ACj C111NFRFGR A 101p. k LIO PR 00'IT • • •• iji UP-11�i9 j3�At EA tlC(?RWEb it3'AT£Ihl Lt{Fi)Rlli Jtil[' �y .. Cl3t a ICNG • • •• W t AI Tri Atir tL}R. !➢ g ✓f It] ONG N() _. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l-K[)MMTILl.'k. WABSVA MECHANICAL UNIT BY OTHERS.ALUMINUM 4,� `_. HOUSING UNITS SHALL BE 6063-76 MIN kVf., _ `y ALUMINUM SHEET WITH Fty-30 KSI,0.125 -•� t�.8f V: MIN.THICKNESS,STEEL HOUSING UNITS (4)-t 10 SS 410 SELF DRILLING ,ly�l` UP 1 SHALL 8E ASTM A653 fy-37KSI M]N SCREWS FOR CUPS UP TO 6" t No 1-1 V�j4I;.v4- .' wcno A,Mv W i°(i STEEL,GRAPE 33,22GA MIN Ir-D T17VR 1 __ 1 QNO Lmi"E(TI)-i SO 55 AID 0I�, I 0.07'TH1CN- r LONGER THAN 6" "—V i f SELF DRILLING SCREWS FOR s` CUPS LONGER THAN 6'.PROVIDE ''O ASTM n653 UTILIZE(8)•a 10 55 I $({I ' (5)PfT(3iE5 MIN.PAST THREAD STEEL,TYP, € 410 SELF DRILUNG - 7 UNIT � - V O i p 3 / . ' PLANE FOR EACH SMS,TYP % - Ta [ [1. SCREWS,TVP 0.07'TH[CK ASTM A653 i T - w o k i STEEL CUP,TYP ANCHOR PER ANCHOR ro ..._SGHEDU E..SEE r �ONAI w n _€ (4)-110 SS 410 SE U >o ! AA ' OETAILA AFOR �Irlil i.� LL 8- DRILLINGS(REWSFOR A�•.. f .... •b.tS THRUSOLT WEA uN _ w CLIPS`P TO 6 LONG `.. j C - ( } '� 1 ATTACHMENT - W W O ui= 2 SELITLFD 8)-x1055410..s ( i Ijj .:., zQ 4CW SELF DRILLING C!-AFWC � - � �1 ul NE i$ t FOR CLIPS LANCER V p Htl:E,w iti I. .,• .. AN OAR g THAN 6",TYP. ANCHOR FROM '' H SCHEDULE OST c l p ��.. .. CLIP ANrWR TO .. -x.,:,,..-) SUL!STRAiE ,..._(VA ES) � %A^A �� STEEL Lu tui lz -", HOST SCHLCVLE. A_.. .-._.ALUMINUM ® -. ,Y;:, " Dri"-r DERSUBSTRATE PER ( A z 1" TIE-DOWN CLIP ANCHOR ANCHOR w ITT �� w 22 ANCHOR DETAIL ' "L "LE SCHEDULE 1 l �p CLIPISOMETRIC DLI AIL 'AlP ISO SIGNED FOR FULL M W t IM T'HI;BASE OF'A;3i"i tJ:T.S. MEf�.AN Al VNIT,L � 4 .. .,.,�. ..__.... _Y..............�u K r Z w a � 4 UNIT WIDTH ... . -- J MAX , J"MAX Lu 5 b p 2 ANCHOR TO HOST SCHEDULE: 3 MAX. 9L1�yTRATE DESCRIPTION i MECHANICAL (1)-1/4-0 STAINLESS j 9 F -_..UNIT PER I""I STEEL 410 ELCO I ] � r i SEPARATE CONCRETE; ULTRACON,LY'FULL `•, CERTIFICATION w (4"THICK MIN EMBED TO CONCRETE,2-4 _ 3000 P51 MIN.) MIN.EDGE D75TANCF,3' MIN.SPACING TO ANY HOST SUBSTRATE P ADJACENT ANCHOP_ UTILIZE (2) CUPS EA , j (1)-R 14 SAE STAINLESS I SIDE Of UNIT FOR A SEE ANCHOR ALUMINUM STEEL BOLT 410 WITH NUT TOTAL OF(B)PER UNIT TO HOST SCHEDULE (0.125"HIN AND WASHER TOPS 3Lf THICK 6061-T6 BOTTOM SS OD 1'..' Y 'y. s MIN.ALUMINUM): MINIMUM EDGE DISTANCE; f, t - x`� 1 I� € [ TO METAL EDGE i FF -i ` (1)-*14 SAE STAINLESS J. f • • •.... • ......... .STEEL ••• •••STEEL BOLT 410 WITH NUT (D 125"MEN AMC)WASHER TOP Bf a • • • • '• • • ) y fB }F, THICK SO NSI BOTTOM 55 OD 1',J}' • • •• • • • • • r i MIN.STEEL) MINIMUM EDGE DISTANCE • •• • • • • ••• • Bp ' dQ TO METAL EDGE • • • • • _.• • • 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IFAPPUUBLE. a ALTERNATE $) CLIP DETAIL 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. N T,.. MAN VIV VI 3. ENSURE MINIMUM SPACING TO ANY ADJACENT ANCHORS 4' 15-27 4. SEE DETAILS ON SHEET 4 FOR ANCHORS ATTACHING TD MECHANICAL UNIT. _•T ••• • ••1•S DETAIL NAY BE LWED AS AN ALTERNATE GEOMETRIC A 1, M S. PROTECT ALL METALS FROM DISSIMILAR METALS GENERAL NOTE t5 • • • • • •ATTERN FOR AL COIQNWnON TYPES THAT UTILIZE(2) • • • • • CUPS AT E•CH CORNER•ORA TOTAL OF(B)CUPS PER UNIT. 'p{} 09 0 ••• �• ••. :• 000 ••• STEEL TIE-DOWN CLIP (=�? h • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• _nriri.+srtao,nc. TABLE 1 PERMISSIBLE INSTALLATION HEIGHTS: Vult=175 MPH,EXPOSURE C TABLE 2 PERMISSIBLE INSTALLATION HEIGHTS: Vuit=175 MPH,EXPOW' �(p.Fy�1 T (FOR USE WITH A RISK CATEGORY tl STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ)') (FOR USE WITH A RISK CATEGORY 11 STRUCTURE IN THE HIGH VELOCITY HURRKANE ZONE(HVIQ)') L.`: 141 ..„...__,., --• RISK CATEGORY II IS PER ASCE 7-1D 91 eJS CA TFGfiNY 11 li FF;R AVT >'' - F t10ri ARlF kOOF TOP£:Ei(H jltt �: ALLOWABLE RDOF TOP HEIGHT(H) nUO.YK CONT Itsllpa7)CNJ.unf TIE-DOWN CONFIGURATION TYPE n4AYtFA1 ! ..7 , � I p y>� L WALE AREA OF LIN17 UNIT 9 C1 C: LI C4 tJPF ACE AREA CA LINT lti L Cl C2 C3 I C7 UNIT'S CARG£$T £tE1GIIT WIDTH GNI TSLARGEST HEIGHT WIDTH _ p�fyp� FAIT �$L O(LI�+ f $TT in.. '% I u...r l { .+.:I a A'..+RAO .m F, ,)f' >L"T1P 1) N Sli`` 1 .X�rl AT(xRAU[ H S LW rI h 537 3f''tt0.% ,t'Nl1t ;GRAOk 4S '1C FT I A7 GHAD€ 1 FW F: . 5Fi 3fi'n1AX+77"M,N N/A H514(R1 I N/AHt}Ip FI O5 a£1 ,6J FT H52IX-1 I r LfJC}!T t s7CA€3 T Ai GRA HS7W fT HS it£1FS M 'OOT Z_�Y i�j , 4FT HSBO _. A Lii l5i G1 eT i i £ ld' A_7F H 1DOEi AT GRADE s1110CFT <Qa .<�7 _. _ _..... '. ' .. !U £l' 4$`MAX: 36'MN AT(RMtI HS 2CA)�T A I:TRACFC s2wFI SFT, 49,MAX 3v"MIN NA Is51W F1 AT4RAC7s N ;G?F �� t '"at NjA Il 360 FT NIA ! 10U#T it FT' N/A h130.FT NEA H540 T1 tu 111 f,,T _... N!h H.:IS i''7 NlF+ N17s F: Lb F- ...... NiA tr:AAD[ NJA A4 GRADE W V"WA ?' _ ._. . - yQ 10�1 ..�. NIA AT GRADE NJA A7 GRAOCw, 30 F .. N:A At GRADE NIP. AT GKAC C,., �� IS fT h(h AT GRAI)f N/;• AT GRADE S F7 9 V ¢ NJA NjA, NSA }-N)"MAX 4r"MIN - .. .. 3.) l' AfA N/A N/A -S�FT .'.iit KJA i ...... .. ... h2A N/w N/A NjA �U ]{c'T+ � N/A NiA i ^77A NJA - .. _ 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND 'iH15 TABLE IS PERMISSIBLE TO BE USED WITHIN THE XVMZ WHICH CONTAINS BROWARD AND MIAMI-RADE COUNTIES.CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABIUTY MIAMI-DADS COUNTIES.:CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABILITY ut OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. b m i' z r =^ ; 0 TABLE 3 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH,EXPOSURE C TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: Vuit=170 MPH,EXPOSURE D z (FOR USE WITH A RISK CATEGORY 115T0.UCTURE") (FOR USE WITH A RISK CATEGORY 11 STRUCTURE") ;n RISK CATEGORY II IS PER ASCE 7-10 RISK CATEGORY 1115 PER ASCE 7-10 G O ACIiJVLAgIh INlTAICA 1101R17IN ItF t'�Nt i -- ALLOWABLE INSTALLATION ROOF HEIGHT C 1 i-11TIWN I,Oul 1014A TOP,,III*F TIE-0OWN CONFIGURATION TYPE � 1- PknAIMIlkt MAKIMIJN I P '<,JR£ACk LIN LNd. Y g iSUR(ACC ARCA UNIT IT tl C,;� C3 CA AREA OF P;9 C2 Cb I l» (IF UNIT j 1 tR Hi "viol 1 UNIT". WIGHT T k ,TUI ! f IARCf.1 FnCf IARC LSI IA . 1 1'S .,,. ... .. `. rl AIi RAD: E31' AT GRAN >Ir)F7 tt I._.. 1T GRAVE 111tH AT 6AADf S tt= SK sn ux Ai riIXAC1C' i Xi f4 AT(RAUi, J n 9 i6 7 1 !/A S 7iXY TT t GRADE 3170 FT al w,; s _..._ ,_.._.. r 4fs' AB ux F. sl.e, SFLYFI Il F 1+V£"( 2L%T FT 3 48 551.. 2DFi mSLW rT _s 2Ct)RL 70D FT yh 4R G'x AI GRADE t2JC1 FT IT 15 FI 3200fI 4R 3n 1( = r Yf F' t C 1 t"M :..(Y F 1 .. �U At tJiAJL 2lUF._ .......All '. .48 .I A i 52CY,FF GRAN 4 (Y,'!T. 51;' 48 aI _ i cI i.RAtri. ..:,R1 f7 I ". y 4 AI n ass it .. —_ 1 S 7 h' A& I 3C rn N/A h 6 40 TT AI/A N 1 60 FT S'sl a 211- R NtA SE_FI N/A S,AD F' = f — _ 7 16 f" AB a; 76&, y NIP A +r7 N:A 11 i,317 TT 4•....1`4•....,•dEy+ hi CRAOf NjA AT CRACTf. B C J .,.. _.. .. :. ..... .y ♦ _ • •_..g.•• ._ ... N A AT CRAfl gl s IO h` GD'xl 48 N/A _ AI l-RAUf NJA Ai C�RAOr • 1, C h • •f4.5 •_AR•± • •�JA• AT GRADE i EEE S N:' FA7 i•� AB.n I N/A ATG✓A.DT. N(A AT GRA_1L • !,. I h �.. ...f"•I •4?•+ • •N/.� , ...._NIA �._ NJA !�/A _ - .._.-_ ._- S tii it• •ft• •A� •••YJA • 3 NjA N/A rifA al6 � ..10 fj _ NIA AIA AT RAOf — ', i ti'n 1 tt±n. Nj.e. NIA " •`!..-•W• •.GrI •. ,^ •._.• •• ...NJA "NJA !, r/A..._....... I iE W Ell rrwuuwx area• 15-2786b d - - • _000 • 000 • • Ildlfi ""S e; "AS AN EXAMPLE,THESE TABLES ARE PERMISSAE TS BE URIIIWITHIN PAIM•FACH•0•NTY CHECKV4TTH 1QCAI• ' I P AUTHORITY HAVING JURISDICTION FOR THE APPLICOBILITY OPTHESE TABE•IVITHIN C•RTAIN FLOFW*WUNTIFj. STEEL TIE-DOWN CL x • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �e 1 aO�f'T"-� _ - -'T r air •w. .` � _ _ .s A1lAa♦..iifRM.Aou,P,E, anr4s�¢, TABLE 5 PERMISSIBLE INSTALLATION HEIGHTS: Vult=140 MPH,EXPOSURE B TABLE 6 PERMISSIBLE INSTALLATION HEIGHTS: VUlt=140 MPH,EXPOSt1R 7 � (FOR USE WITH A RISK CATEGORY II STRUCTURE IGOP IISE WITH ARISK CATEGORY II STRUCTURE"') •") .{ r ''!•CTtj.TS r» _. ;; RISK CATEGORY 11 IS PER ASCE 7.10 RISK CATEGORY 11 15 PER ASCE 7-10 •' T) ' ALLOWABLE INSTALLATION ROOF HEIGHT T7E DO4.N CON{IGURATFON TYPE A71,)WAME TNGTALLAT ION ROOF HEIGHT _., ..._AAAA_ _. TIE-DOWN CONFIGURATION TYPE ' � �Ef' F MAXIMUM MAXIMUMrl/ • +xrSO tU1iFA-G ARCA a (ITS- L NI'; -'UR ca FA cARFR,of UNI: N UNIT'S LARGEST NF2GH VAD7.1 C (7 C3 CA Li NHSLARGES I.ErH 1JID 1 � )'CE (ACC t DwAuN• ..__AAAA a _AAAA. .. ..airs S SID0 FT s2(Ki Fl ]a0.}>' .170f7 6(r.. 1 74 H BUTT lW'i ':<_4L4 S2(70FT <`��u rf;z 'T fS30R ,A7R .. - , V1 FT - s7UL)FI TD3 fR 53m GY,.. lh )6 1 SFT �XtX F ._ . .. _..,._.._ > n I S z Aft' aR v. bin SILTI{< s GU i7 2{X}� .�5200 F) art' AR n 36 ... S 00 FT 5)CX..ET is 2DO FT s14Y)FT ._ _. _ Bh' AF.r 6 . L'4.1. SIOOi 70O F 52CO TTfik AAAA.. a8 n i61n s Cpfi S2DD i _2tYJ FT D)fT •'�p .,_.. 2 g adry 36m H51511 S1CR'I,) iS n _ _ 9f):' aP,:. SL') B.r.,T .l.W i" _.i2.iT B200 fi. _ _. cT _.. 57MfT... ;cc` -,... I N�`sZ aR'r� =.F,in H 5 30 FT 5 200 FT 1 4it FT 2ik9 ET oils u) 36 Ir. 4 i GRAUe... S 700 FT AT t kADE 4"OD f; W =S AAAA_.. .._ - 16.1 41 S6o N/A S1a0tT AT GRADE 5203 F7 uA0O T6k` a8 in 361n At GRADE. 5200 i"{ H515 TT i2D0 Ft ' sf _... - .. p •/A H a.. NIA SSOOf AAAA c0 W PIB 48 in A i LAAUf $TtU i A t GNAUF 4.44]�'i -- - 1. 6U in a8 in 2 IT, 60 4, P N/A H s .,(T ........N,r 11 s iD r T tdfA I4 10 Fi I aF(4RulE liX)I.1 - . fi' E i 48 in itlA It )0.T I NIA . H 3 n0 FT ..._. ,. _.. .. - -- )It' GC aR N)1 A7 CRADi AAAA NIA .. AT GRA0.T .. -- a N/a Ar GRAtN .. N A AT GRADE ZG P 36 N' 60. 48 in N/h Tis TST{ � N/A tiSlsil S4W � NJv � ,,. AAAA .. _.._..... ,., _ .. ..._ .,. s � u a 0 b Lu TABLE 7 PERMISSIBLE INSTALLATION HEIGHTS: VUlt=140 MPH,EXPOSURE D 3- e ° ff (FOR USE WITH A RISK CATEGORY II STRUCTURE"'( M c r -°-' RISK CATEGORY 11 15 PER ASCE 7-30 2 s; O 3 p F AILJW fAf1.F INSIAI3 AT ;11.A:iHt W kOC1WN L(.NlFIGIIRATIUN TY>'E X `k. MAXIMilM E f i SllRFACF ARCA(N - LIN" Iml CT C2 to [%4 - INI15 ATfEST H{Y<i1T \!70TH v in AIGRATIL t.2c E7 T53T 52O011 a�BEE t ,.r I !N' 3B in� 27 AI t,RADt 13(X7 FT 1 A (A-DI. S20OF Y A 0 irz t Su'hz F7 Y7M[t ryJ FT 5 7th�Z g�' a + 9 it, 4R in 3G a, AT l RADE: Y 3GC7 CT )5 1 T 5 DO FT ¢¢qq X 2 i a0.., t{ f)fRAI t: ••70CfT•• • .610.1016 • <3O9.z1••: I� y ^ bk... a8 in 36 e;a., • 58T1 E7 • • •N/-• • • s•27R l6Bk _AAAA. .. ._. • • ••Nt:• • •It•aDw A O < 3J fi' &7 vn R AI GI*..! u • •• • • • i • J11 • {� _ 48 rs .. N!A NGRAtIt• • •tlthlr • •x'i-Ra»4 •, �y� - p r NjA •• t!• ••N1A • •A 10 R�• '8 1 j SYFr j 3e Ir' 6A in EA m N!A N/A rl/A AT GRADE ' 15-2786b _ • ••• • ••• • • KN KI Ni.S. " • 'AS AN EXAMPLE,THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN • • •• • •• • • • BREVARD COUNTY.CHECK WITH LOCALAUTHORITY HAVINGJURISDICTION • • •• • ••• • STEEL TIE-DOWN CLIP `o ,j FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES _••f • • •- •••—•- --•- • • • • • • • • • • • •• •• • • • •• •• 7 .— 4 ENGINEERING W E X PRESS August 15,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding: FL19731 "Steel./Aluminum Tiedown Clips for use with Mechanical Units" Miami Tech,Inc. 3611 NW 74th St Miami, FL 33147 To Whom It May Concern: .... . .... ...... Please be advised that the below-signed engineer does not have hox';411 acgpirg•q •• financial interest in the company manufacturing or distributing the produtt(s3•for wluch'ar; :...;. evaluation report or validation certification has been or will be prepared, ag"fftnced above. •••• This engineer is not owned, operated, nor controlled by the manufacturer or di�tributo2�atEd ��••• above and does not have any financial interest in any other entity involy.A jV.the approval •. process of the above-noted product(s). •• •• •• •••••• wwwwww � • • • • • wwwwww Respectfully,-------------------- •••••• NOPE 4 C AUG 16 2017, x, w .. Si�Tr C)F y Frank L. Bennardo„P.E. -, 0 Frank L.Bennardo,P.E.,Inc':, � FL PE 0046549 °�t,,,CSN ,, Cert of Auth#19885 P 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM VYsptGi ArbIIM MN.rzGM rno remww cv C[11rPC�lOr6W N10rr itc UO''rFrsarm.atNl nnDDL i