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MC-17-2779Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-292758 Permit Number: MC -11-17-2779 Inspection Date: February 01, 2018 Inspector: Perez, JanPierre Owner: WILSON, DONNA Job Address: 9942 NE 4 Avenue Road Miami Shores, FL Project: <NONE> Contractor: ALL YEAR COOLING & HEATING INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1132060171220 Phone: (954)566-4644 Building Department Comments AC CHANGE OUT OF 2 YORK UNITS Infractio Passed Comments INSPECTOR COMMENTS False Passed f'r Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments February 06, 2018 For Inspections please call: (305)762-4949 Page 1 of 1 • Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 9942 NE 4 Avenue Road Miami Shores, FL Permit Permit NO. IAC -11-17-2779 Permit Type: Mechanical - Residential Work Classification: ATC Replacement Permit Status: APPROVED Issue Date: 11/2912017 Expiration: 05/28/2018 Parcel Number 1132060171220 Block: Lot: Applicant WARREN WILSON Owner Information Address 9942 NE 4 AVE RD MIAMI SHORES FL 33138-2480 Phone Cell Contractor(s) Phone ALL YEAR COOLING & HEATING INC (954)566-4644 Cell Phone Valuation: Total Sq Feet: $ 7,300.00 0 Tons: ONE IS 21/2 AND ONE IS 4 Additional Info: AC CHANGE OUT OF 2 YORK UNITS Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 3 Date Approved:: In Review Type of Work: AC CHANGE OUT OF 2 YORK UNITS Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $3.83 $2.56 $1.60 $255.50 $9.00 $6.40 $283.69 Pay Date Pay Type Amt Paid Amt Due Invoice # MC -11-17-65727 11/21/2017 Check #: 011114 $ 50.00 $ 233.69 11/29/2017 Check#: 11133 $ 233.69 $ 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 zfuthermore, I authorize the above-named contractor to do the work stated. Authorized Signa wner / Applicant / Contractor / Agent Building Depa ment Copy November 29, 2017 Date November 29, 2017 1 si Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED NOV 21 1017 S4-1 FBC 20 kg BUILDING Master Permit No. MC t — 2R-�9 PERMIT APPLICATION Sub Permit No. ['BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL ❑ PLUMBING • MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9942 NE 4 AVE RD City: Miami Shores County: Folio/Parcel#:11-3206-017-1220 Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): WARREN WILSON Address: 9942 NE 4 AVE RD Miami Dade Zip: 33138 Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: Phone#: City: MIAMI SHORESState: FL Zip: 33138 Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: ALL YEAR COOLING Phone#: 954-566-4644 Address: 1345 NE 4TH AVE City: FORT LAUDERDALE Qualifier Name: GRETA B SMITH State: FL Zip: 33304 Phone#: State Certification or Registration #: CAC058160 Certificate of Competency #: CMC511 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 7300 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition Description of Work: AC CHANGE OUT OF (2) YORK UNIT Specify color of color thru tile: f� Submittal Fee $ Permit Fee $ ?•-•�f % CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 2 • DBPR $ 3 ' 83 Notary $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Z 33 — / Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 21 day of NOV , 20 17 , by WARREN WILSON who is personally known to Signa CONTRACTOR The foregoing instrument was acknowledged before me this 21 day of NOV , 20 17 , by 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. NOTARY PUBLIC: Sign: Print: DIMITRIUS A. identification and who did take an oath. OTARY PUB Sign: Print: DIMITR *****+****+*****************+*+++.+:i+******************************************************** **********• APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review Zoning Clerk 11/20/2017 Property Search Application - Miami -Dade County IMPORTANT MESSAGE When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. 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: 9942 NE 4 Back to Search Results PROPERTY INFORMATION Folio: 11-3206-017-1220 Sub -Division: MIAMI SHORES SEC 4 AMD Property Address 9942 NE 4 AVENUE RD Miami Shores, FL 33138-2480 Owner WARREN R WILSON &W DONNA L Mailing Address 9942 NE 4 AVE RD MIAMI SHORES, FL 33138-2480 PA Primary Zone 1200 SGL FAMILY - 2501-2800 SQ Suite http://www.miamidade.gov/propertysearch/#/ 1/5 11/20/2017 Property Search Application - Miami -Dade County Primary Lend Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half Floors Living Units Actual Area Living Area Adjusted Area Lot Size Year Built 4/2/0 2 1 3,117 Sq.Ft 2,767 Sq.Ft 2,645 Sq. Ft 8,400 Sq.Ft 1947 Map View Layers http://www.miamidade.gov/propertysearch/#/ 2/5 Over 150.000 Installations & Counting! wr Quick Installations se Top Notch Crew & Installers S." te7a Dale 10 3 /,//7 wt submit tped&sryons for: Equipment Installation ❑ Indoor Air Quality ❑ Other «..,.wrr<�m.m. n...w.r,sww..wrww..«.w...,em.•.,s �rn..t..wwwara+n a..rwu. L. PURCHASER'S INFORMATION Name " 5.7'7tOn Lye GSe7il Address City Znre2w. r _51Srk-tm State 7`1G DP • 3 3/38 kbnme Phorme`� 5 mss...-,.. EmW 1.aeiA,rlLso rt .AdVejr7j»Ml,eeYs Referred ey � T ---�_ ❑ Yewn.eMnew..Wa�Mrw.M.am.eyvi.yram.n mn.a0.6 Message from the President Hi, my name is 70111n,y Snuth President 05 All YrarCoding All Year Ceehng isa la=nds bu;imr ss ?Axe. to 1972 „mac day or,e <hffomer Servwe has been our aaI priority! Please feel tree to email me at talk 2lommygaycair.<om or text inset Elphone at 954 6166620 1011 Cali Us (888) 373-1189 Contact Us fnfoallyearaccom AIIYearCooiing.com 0 Estimate Split System ❑ Pack g.UNt ❑ Heat Pump r0'so-aight coral ❑ Horizontal Application ❑ Other Matrical Heat Ere ofsystenu — ❑ Amt Vertical .�rAwHandler Breaker wire Sine CI Hew9❑real¢r Use Existing Breaker Replace Breaker Application .42 -denser Breaker Wire Sire �O ❑ Use Existing Breaker CI Replace Breaker ❑ New Breaker Brand 121'�rwidedbyARYear Cooring 0 Existing OernicattoC.ode Electrical Disconnect Bac /7 .i3'rn-We Float Swath ❑ AmpiliaryFloat Safety Switch 1 jP 0ITherm« ostattspNcl 79l.Ti>.t_/c`Q .a Weather ResistantViibration, Isolation Pah Er, Year 1 Visit Maintenance Agreement ❑ S Year Extended Warranty 0 ID Year Extended Warranty CONDENSATION & COPPER PIPING ❑ NewCaxknsation Pump Pae 0 Auxiliary 0 PrimarJ Secondary ❑ Refrigerant Copper Liquid line.SBe JOB REPAIR Uab5ities and Workers' Comp for Our Work jaixtend Slab Performedwith ExistlgCodes 0 New Slab ,Z Mounting Hardware of Stand for Air Handler [p CraneX.Menie LXL2 e Hurricane Code Strapping ''"l/+�j"y�[ Subtotal Why Rebate Man Rebate Misr Credits $-4op $ $ $-750 $ -�75O$ Total Investments > O i'70O S Extended Warranty Balance Dere s' i s—s7P3OQ10 1131$41wt4ee�rraeel tl�aIserinaadremal be eed24aareeplamrtimMeagmrstealm queb /keen KACOSelSt AlCFgl5p6AY167lt.geEeowta Femme. 0 Ref lgenMCooper Suction Line with lrtsidatio. Size ❑ lergth • P • Fxntlig� MANUFACTURER'S WARRANTIES /O Yeah %.S7 Yens ..alyap.Cofl / O Yeas 1warwarrantywArwarCaall,s..kWormed. m.asture•.e..ey. ea o... .ameaeewreweed Wow laborparkled rwebaaebe4aewlpraymlweq. e tigerant tine Coyer tan Years DETAILS OF WORK PERFORMED 4.-bi .2t-1 S /n Z~4. ✓ y t In roe ,.1 45.5-,--.7-...:W. /4.-4-1 / e71 OJ' l Gkrl ' -,J-44 -&•=5 ?"1---e-N. 4.- s .vQJ,..esi- .'7"7 .4.sash.✓ jet 47.7/ �S On Call Box 0 Yes 0 No Form of Pis Ile 0 ca/t� 0 check CC Finance 0 0 Oen Scanned by CamScanner MCV2BI' RECEIVED NOV 21 2017 Miami Shores Village Building Department AIR CONDITIONING REPLACEMENT DATA 100.!1�'Et2nd, 'venue Mani Sh , ' orit i 138 795:204 972 This form must accompany ALL air conditioning replacement permit applications. Each unit chLg sheet. Multiple units on single sheets are not acceptable, Job Address (where the work is being done): 9942 NE 4TH AVE RD City: Miami Shores Village County: Miami Dade Zip Code: 33138 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES 0 NO ® ARHI Sheet Attached: YES ® NO 0 Contract Attaehyd: YEI ® • UNIT BEING REPLACED DATA NEW UNIT RHEEM MANUFACTURER yoR$wrywel • • •• : REAB1005 AHU or PKG. UNIT MODEL # _ _ _ AE3QBX2I.. RAKB030JAZ COND. UNIT MODEL # YCG30B? j• _ _ • • • . • 7 KW HEAT 7 2.5 NOM TONS 2.5 : • : _ AHU 3 OCU 20 PKG 1) M.C.A AHO 0 CU 29 PKC : • • AHU 3 5CU 25 PKG 2) M.O.P AHU 3 U2 .PR ... AHU CU PKG 3)VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / 14 EER/SEER 17 YES NO X REPLACING DUCTS YES NO X YES NO x REPLACING THERMOSTAT YES X NO YES NO X 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 X • • ..• • .•. . • ... • • 1. Minimum Circuit Ampacity (Wire Size): 10 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 35<A/H... 25<C/U 3. Voltage of Circuit (208/2401480): 208/230 4, Size Disconnecting Means: Contractor's Company Name: State Certificate or Registrati Signatur ALL YEAR COOLING Phone: 954-566-4644 n N.. 160 Certificate of Competency N. _ /t�1�� Date: 11-21-2017 Qualifier's ,nature only �� A 1140 ram Nos CERTIFIED® www.ahridirectury.ory. This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2016. Certificate of Product Ratings AHRI Certified Reference Number: 8863198 Date: 9/23/2016 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: YCG30B21 Indoor Unit Model Number: AE3OBX21+TXV Manufacturer: YORK BY JOHNSON CONTROLS Trade/Brand name: YORK Region: All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, 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: LX SERIES • • • • • •••• • • • • . Manufacturer responsible for the rating of this system combination is YORK BY JOHNSON CONTRO'L'S • Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Concjijipping °arid Air -Source... Heat Pump Equipment and subject to verification of rating.accuracy by AHRI-sponsoreddJmdependen t,.third' • • party testing: - I Cooling Capacity (Btuh): 27800. EER Rating (Cooling): 14,00 SEER Rating (Cooling): 17.00 IEER Rating (Cooling): • • • •••••• •• • • • • • • • • • • •• • 1100 • • • • •••• • • ••• • • • •• Ratings followed by an asterisk (*) indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. r i • 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.ahrldlrectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or In part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahrldlrectory.org, c ick on "Verify Certificate" Zink 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 AIR-CONDITIONING, HEATING. & REFRIGERATION INSTITUTE we make hte butcr"' CERTIFICATE NO.: 131191259462357221 Florida Building Code Online „p�OW0.A D�PAIITM/m OP�raNe�'Kb .. � rusiness & Pro#essrona_ w Florida r ►9fFICECFINE Page 1 of 2 DaPN HOue Aaour OSSA OEPR DIVISION* CONTACT DePR BCIS Home 1 Log In : User Registration f Hot Topics E Submit Surcharge Stats & Facts 1 Publications 1 FBC Staff 1 BOOS Site Map 1 Links Search Product Approval USER: Public User Product Aooroval Menu > Application Detail FL # Application Type Code Version Application Status Comments Archived FL19731-R0 New 2014 Approved Product Manufacturer Miami Tech, Inc. Address/Phone/Email 3611 NW 74th Street Miami, FL 33147 (305) 693-7054 chris@miamitech.com • • • • • • • • •• • • • • • Authorized Signature Frank Bennardo • • • • Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method frank@engexp.com Structural Components Anchors •••• •• • • • • • • • • •••• • •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Horida Professional Engineer C.: Evaluation Report - Hardcopy Received 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 12/31/2016 Validated By Keith E. Lorinos, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL19731 RO COI COL.odf 104.11 1707.1 Product Approval Method Method 2 Option B V Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Produ cts 02/04/2016 02/12/2016 02/14/2016 04/12/2016 07/15/2016 Page 2 of 2 Contact Us :: The State of Florida Is an AA/EEO employer. • • •• • • •••• •• • • • • • • • • •••• • •• • • phone: 850-487-1824 • • privacy Statement• • • • • P :: Accessibility Statement :: Refund Statement Under Florida da law, email addresses are public records. If you do not want your e-mail address released in response to a DdibIic-relordlrequest, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please c!ntact 850.187.1395. rru r 1f dd 9. Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departmtgont with an e33a 35 r if they have one. The emails provided may be used for official communication with the licensee. However email addresses are ubiic LLe . If you d not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To stwrflne ' you are Ailif€iisee uryler Chapter 455, F.S., please click herr . • • Product Approval Accepts: • • Credit Card Safe sccuritvMFrluc, • • •• • • • • • FL # 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL19731 R0 II Alum Dwo.Ddf Verified By: Frank Bennardo, P.E. PE -0046549 Created by Independent Third Party: Yes Evaluation Reports FL19731 RO AE Eval.odf Created by Independent Third Party: Yes 19731.2 Steel Tie -Down Clips 1" Wide Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL19731 RO Ii Steel Dwg.odf Verified By: Frank Bennardo, P.E. PE -0046549 Created by Independent Third Party: Yes • • Evaluation Reports • • • FL19731 RO AE Eval.odf • • • Created by Independent Third Pariy: Yes • • Contact Us :: The State of Florida Is an AA/EEO employer. • • •• • • •••• •• • • • • • • • • •••• • •• • • phone: 850-487-1824 • • privacy Statement• • • • • P :: Accessibility Statement :: Refund Statement Under Florida da law, email addresses are public records. If you do not want your e-mail address released in response to a DdibIic-relordlrequest, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please c!ntact 850.187.1395. rru r 1f dd 9. Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departmtgont with an e33a 35 r if they have one. The emails provided may be used for official communication with the licensee. However email addresses are ubiic LLe . If you d not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To stwrflne ' you are Ailif€iisee uryler Chapter 455, F.S., please click herr . • • Product Approval Accepts: • • Credit Card Safe sccuritvMFrluc, • • •• • • • • • MIAMI TECH, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS CD4" LONG CLIP N.7.5. FLATTENED 0, ..L.°' T(� 1 6" LONG CLIP 1 N.T.S. FLATTENED STEEL TIE—DOWN CLIP 1r`... 4 OP DP SIDE VIEW TYP. ALL OTHER CUPS SIMILAR VARYING LENGTH ONLY + I 'r 8" LONG CUP N.T.S. FLATTENED rF. 0553, 0 1 O O 0 C Sae iili l25w�� r 10" LONG CLIP 0,0519 •• ••• • • • ••• • • • • • • • 1 • • •• • ••• • FLATTENED • • © N.S. • FLATTENED • • • • • • • • • • • • - -� •• ••• • 002300 L 0 • •• •• • • • • • • i • • •e) • • • •,n• •• 1.2' LONG Cup • r DESIGN NOTES: 1. NIS PRODUCT HAS BEEN DESIGNED 111 ACCORDANCE WITH ASCE 7 10 AND THE FLORIDA BUILDING COOS 2014 (501 EDITION) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AS INDICATED 19 THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS ASCE 7-10 SECTION 29.5.1 FOR ROOF TOP HEIGHTS (H) S60 FT AND SECTION 29.5 FOR ROOF TOP HEIGHTS (H)>60 FT & SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GC,)�n„�-3.10 WITHIN THE HVHZ, (GOO)u,„si=1.90 OUTSIDE THE IIVHZ, (GC,),,,,, -1.5 FOR ALL LOCATIONS (CONCURRENT). 2. ALL OTHER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. 3. THE HEIGHTS USTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. 4. NIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30- TAU. A/C STAND (CERTIFICATION 8Y OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. 5. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 6. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORT PROJECT 015.6206 BY FENESTRATION TESTING LABORATORY, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 7. STEEL CUPS SHALL BE ASTM A653 STEEL W IiH Ey-33 K51 OR BETTER. STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. 690 -RATED COATING REQUIRED FOR COASTAL INSTALLATIONS. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED 1N ACCORDANCE WIN THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & A5CE 7-10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. FASTENERS TO BE 810 X Y.- OR GREATER STAINLESS STEEL 410 UNLESS NOTED OTHERWISE. ANCHORS REFERRED TO HEREIN SHALL BE ELCO BRAND, STAINLESS STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR TO MOST SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. ALL CONCRETE SPECIFIED HEREIN 15 NOT PART OF THIS CERTIFICATION. ASA MINIMUM, AU. CONCRETE SHALL 8E STRUCTURAL CONCRETE 4- MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 P51, UNLESS NOTED OTHERWISE. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 6. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 7. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND 15 NOT INCLUDED IN THIS CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFP1RMATION5 ARE INTENDED. 8. THE SYSTEM DETAILED HEREIN 15 GENERIC AND GOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE 517E SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE 15 RESTORED AFTER FABRICATION ANO INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE • • INSTALUNG CONTRACTOR • 10. FOR AN EXPLANATION OF EXPOSURE AND RISK CATEGORIES THAT • ACCOMPANY THE Volt WIND SPEEDS USED IN THIS APPROVAL. 5E£ SECTION 26.7.3 OF ASCE 7-10. a 9 3 R� 3 11111 11111 15-2786 SCALE: N.T.S. 116 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6' 4 Lf kt o� Iwo Yui n CONNECTION TYPE Cl 1"X8" CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CUP 4" LONG ALTERNATE CLIP LOCATION, ij SEE PAGE 3 DETAIL 3/3 cz CONNECTION TYPE C2 1"X6" CUP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT NOTE: ALSO APPLICABLE FOR CUP 4' LONG *NOTE: SEE ANCHOR TO HOST SCHEDULE FOR AU. EDGE DISTANCE TO ANCHOR SPACING LIMITATIONS. SEE PAGE 4. 10CONNECTION TYPE C3 1"X12" CLIP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CUPS 8" & 10" LONG ALTERNATE CUP LOCATION, SEE PAGE 3 DETAIL 3/3 2' CUPS 3.. MAXI, TTP. .•• ••• • • • • • •• i �,O oO`E51 • • • 3. MAX , 3 �`NZ.0 CA • • • • TTP. • • ,tOE •• ••• •• • • • •• SE CONNECTION TYPE C4 `J 1"X12" WP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT • ••• ••• • •• NOTE: ALMIDIAPPLIKIMIEFOR CLIPS 8" & 10" LONG • • • • • • • • • • • • • • • • • • • • • •• •• • • •• •• MI RA . • •• • • • • • • • • ••• • • • • • • • • • ••• . • • • • • • • • • • • •• • • • •• •• • • .•• • • STEEL TIE -DOWN CLIP FBC 5TH EDITION (2014) PRODUCT APPROVAL FL#19731.2 a a 07ne1201e. 1OA1.m nwt MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) ATTACHMENT TO STAND 3"x3"x)." OR 3"x5'x3), SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NDA, SEE DETAIL TVA FOR ALTERNATE CUP ATTACHMENT WHEN ANGLE IS NOT USED CONNECTION TYPE Cl MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) 3"x3"x)B' OR 3"x5"x01y" SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL A/A FOR ALTERNATE CUP ATTACHMENT WHEN ANGLE LS NOT USED 10CONNECTION TYPE C3 CI 1"X6" CLIP - UTILIZE (1) AT EACH CORNER FORA TOTAL OF (4) PER UNIT NOTE: ALSO APPUCABLE FOR CUP 4" LONG MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) 3"x3-xY." OR 3"4"x3;e SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL A/A FOR ALTERNATE CUP ATTACHMENT WHEN ANGLE I5 NOT USED CONNECTION TYPE C2 3" MAX. TYP. 6" CLIPS 3" MAX" TYP. g,Lf51 t.S 0 1"X6" CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT NOTE: ALSO APPLICABLE FOR CLIP 4" LONG UNIT BY OTHERS I -BEAM (1) OR (2) CLIPS PER DETAILS Cl THROUGH C4 AND SHEET 4 FASTEN CLIPS TO UNIT AND STAND PER SHEET 4 ALTERNATE CLIP TO STAND DETAIL \,,V SCALE N.T.S. 1"X12" CLIP - UTILIZE (1) AT EACH CORNER FORA TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CLIPS 8" & 10" LONG MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) •NOTE SEE ANCHOR TO HOST SCHEDULE FOR ALL EDGE DISTANCE TO ANCHOR SPACING UMITATIONS. SEE PAGE 4. 3" MAX. TYP. • • • • • • • • • • • • • .. • • • • • • • •"'• • • • • 310•'z .•OR S 5110f.• • • • • SHAW UI•T ANGLE* • • • • A1TT1:111 T PERYI011 TE•H • •/ STAND NOA, SEE DETAIL A/A FOR ALTERNATE CLIP ATTACHMENT WHEN ANGLE IS NOT USED • ••• •• • • • NNErYIONTYPE C4 • F UNx L BEPPURBO. P.F. 1i$00, .;(w11111n„ STEEL TIE—DOWN CLIP • • `J 4"X12" CUP - I1IUZE (11) AT EACH CORNER FORA TOTAL OF (8) PER UNIT • • • • • NOTE: ALSO ARLICABLL•FOR CUPS 8" h 10" LONG • •• •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 5 S 15-2786 SCAM KT.A 3 J 0.07' THICK ASTM A653 STEEL. TYP. (4)-010 55 410 SELF DRILLING SCREWS FOR CUPS UP 10 6 LONG. UTILIZE (8)-010 SS 410 SELF ORILUNG SCREWS FOR CLIPS LONGER THAN 6", TYP. "FOR ANY CLIP LONGER THAN 6" UTILIZE (8)-010 SS 410 SELF DRILLING SCREWS, TYP. HOLE, WOMITH ANCHOR FR CUP ANCHOR TO HOST SCHEDULE, TYP. 1" CUP ISOMETRIC DETAIL MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. tel. I ALUMINUM SHEET WITH Fry -30 051, 0.120" MIN. THICKNESS, STEEL HOUSING UNITS DO SHALL BE ASTM A653 Fy-33KSI MIN. ��2yyyyyB STEEL, GRADE 33, 22GA MIN. (1-0.0299"). yy�� o d If 0.07" THICK ASTM A653 - STEEL CUP, TYP. 80 N.7.5. ISOMETRIC ANCHOR TO HOST SCHEDULE: SUBSTRATE DESCRIPTION (1)-I/4"0 STAINLESS STEEL 410 ELCO CONCRETE: ULTRACON, 131," FULL (4' THICK MIN, EMBED TO CONCRETE, 2(5" 3000 PSI MIN.) MIN. EDGE DISTANCE, 3' MIN. SPACING TO ANY ADIACENT ANCHOR. (l)-014 SAE STAINLESI ALUMINUM: STEEL BOLT 410 WITH NUT (0.125" MIN. ANO WASHER TOP & THICK, 6061-T6 BOTTOM 5S OD 1', 44" MIN. ALUMINUM) MINIMUM EDGE DISTANCE TO METAL EDGE STEEL: (1)-214 SAE STAINLESS STEEL DOLT 410 WITH NUT (0.125' MIN. AND WASHER TOP e THICK, 50 KSI BOTTOM 55 OD 1'. (j' MIN. STEEL) MINIMUM EDGE DISTANCE TO METAL EDGE 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3. ENSURE MINIMUM SPACING TO ANY ADIACENT ANCHORS. 4. SEE DETAILS ON SHEET 4 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. 5. PROTECT ALL METALS FROM DISSIMILAR METALS GENERAL NOTE YS (4)-010 55 410 SELF DRILLING SCREWS FOR CLIPS UP TO 6" LONG. UTILIZE (8)-#10 SS 410 SELF DRILLING SCREWS FOR CLIPS LONGER THAN 6". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE. SEE DETAIL A -A FOR THRUBOLT ATTACHMENT SUBSTRATE PER ANCHOR TO HOST SCHEDULE /1 (VARIES) 1" TIE -DOWN CLIP 0 ANCHOR DETAIL 4 CUP 15 DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. •• ••• • • • • • • • •• • •• • • • • • • •• ••• • • DETAIL UNIT WIDTH BOLT PER ANCHOR SCHEDULE MECHANICAL UNIT PER SEPARATE CERTIFICATION UTILIZE (2) CUPS EA SIDE OF UNIT FOR A TOTAL OF (8) PER UNIT ALL Rf ATE (8) CLIP DETAIL N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC • • • • • • • • •WTTERN FORMS- CEN•BITION TYPES THAT UTILIZE (2) • • • TRIPS AT EAT& CORNER FOR A TOTAL OF (8) 0LI05 PER UNIT. • • • • • • . •• •• • • •• • • • •• • • • • STEEL TIE -DOWN CLIP HOST SUBSTRATE SEE ANCHOR TO HOST SCHEDULE TYP. STEEL OR ALUMINUM SUBSTRATE PER ANCHOR SCHEDULE .•• • • • • • ••• • • . • ••. • • • . • • • . • • • • • ••• • • • • • • • • • • • • • • •• •• • • • .• .• ••• • • • ••• • . J A15-21031• PrPI SI TABLE 1 PERMISSIBLE INSTALLATION HEIGHTS: Vult=175 MPH, EXPOSURE C TABLE 2 PERMISSIBLE INSTALLATION HEIGHTS: Vult=175 MPH, EXPOSURE; -�Q (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE (HVH2)") (FOR USE WITH A RISK CATEGORY I15T8UCTURE IN ME HIGH VELOCITY HURRICANE ZONE (Zr))1VH:(�44,.. u BEM4,t tio,64, , Oh�C Y 1'1Q 1 — CBD1f•0100?.0. RISK CATEGORY IIISPER ASCE 7-10 ALLOWABLE ROOF -TOP HEIGHT (11) RISK CATEGORY II IS PER ASCE 7-30 ALLOWABLE ROOF -TOP HEIGHT (141 = TIE -DOWN CONFIGURATION TYPE T1E-GOWN CONFIGURATION TYPE - *n �LNTuArri5 A MAXIMUM MAXIMUM SURFACE AREA OF UNIT'S URGEST FACE UNIT HEIGHT UNIT WIDTH Cl a C3 C4 SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH CI C2 C3 C4 ��7'`" Q .",s./� S LLY W UJW Zre 1911 WW �',, J1 CORPORATE OFF:CC:L.' 0 160 SW 12th AVE, SUIT 10¢. DEERFIELD BEACH, FL= 44'2. P. (964)35443660 F: (930334E3 3 . 0 E: MEULOENG1NEERINCEAPRE9$. ENGINEERINGEXPREES.Cd CERT OF AUTN 098115 C/ 6FP 29"MAX 15"MIN AT GRADE 11580 FT AT GRADE )15120 FT 6FP 29'MAX 15' MIN AT GRADE 11530 FT AT GRADE 9560 FT 9 FT' 36" MAX 27"MIN AT GRADE 1153091 AT GRADE HS40 FT 9 F 36" MAX 27" MIN N/A AT GRADE AT GRADE 11515 FT 4 FT' 11515FT H0200 FT H53091 H5200FT 4 F AT GRADE 65200 FT AT GRADE 05200 FT 6 FT' AT GRADE 115200 FT AT GRADE 115200 FT 6 91' AT GRADE 05180 FT AT GRADE 95200 FT 9 FP 48' MAX 36" MIN AT GRADE H 540 FT AT GRADE 11560 FT 9 FT' 48" MAX 36" MIN AT GRADE AT GRADE AT GRADE H 515 FT 12 FT' N/A AT GRADE N/A AT GRADE 12 FT' N/A AT GRADE N/A AT GRADE 16 FP NIA AT GRADE N/A AT GRADE 16 FT' N/A AT GRADE N/A AT GRADE 20 FP N/A AT GRADE N/A AT GRADE 20 FT' N/A AT GRADE N/A AT GRADE 26 FPN/A AT GRADE N/A AT GRADE 25 FP N/A N/A N/A AT GRADE 30 FT' 60' MAX 48" MIN N/A N/A N/A AT GRADE 30 FT' _ 60" MAX 48" MIN N/A N/A N/A N/A 36 FT' N/A N/A N/A N/A 36 FP N/A N/A N/A N/A 'THIS TABLE IS PERMISSIBLE TO 8E USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND "MIS TABLE 15 PERMISSIBLE TO 8E USED WITHIN THE WIC WHICH CONTAINS 0ROWARD AND MIAMI -DARE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY MIAMI-OADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICOON FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. MIAMI TECH, INC. 3611 NW 74TH ST MIAMI, FL (305) 693-7054 MIAMI TECH CUTD ITE -DOWN CUP CERTIFICATIONS FBC 5111 EO1TTION (2014) PRODUCT APPROVAL FLF19731,2 TABLE 3 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH, EXPOSURE C TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=170 MPH, EXPOSURED (FOR USE WITH A RISK CATEGORY II STRUCTURE") (FOR USE W flH A RISK CATEGORY II STRUCTURE”) RISK CATEGORY II IS PER ASCE 7-10 RISK CATEGORY 1115 PER ASCE 7-10 ALLOWABLE ROOF -TOP HEIGHT (H) ALLOWABLE ROO .TOP HEIGHT Ill TIE -DOWN CONFIGURATION TYPE TIE -DOWN CONFIGURATION TYPE MAX SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH Cl C2 C3 C4 MAX SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH Cl C2 C3 C4 6 FT' 29' MAX 15" MIN AT GRADE Hs 200FT AT GRADE 60ET460NOP 98TOG FT 6FT' 29"MAX 15"MINAT GRADE N5ZOO FT AT GRADE NS200FT 9 FT' 36"MAX 27" MIN AT GRADE 65200FT AT GRADE 95200 FT LEGEND: 9 F 36"MAX 27"MIN N/A Hs 2008 AT GRADE Hs 20091 4 9T' 9020097 6520091 0520091 8520091 11 5 15 FT 60 FT<H5200E7 4 F 01520091 Hs200FT H5200 FT Hs 203F1' 6 F 9 530 FT 6 60FT<6200FT Hs NWT 9540FT 60FT<H6200FT 8520097 IN THIS EXAMPLE, THE PRODUCT CAN BE INSTALLED ON A 6FPHs AT GRADE 60FT<Hs 20091 200FT HS75 FT 6091<H6200 FT Hs2COFT - k'aaE-a �8c 8 g $8 SSSS ��FF 9FT' 48' MAX 36' MIN AT GRADE 1152170FT AT GRADE 60 Ff<H580Ff 05200E7 BUILDING ROOF HEIGHT Ili) LESS THAN OR EQUAL TO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 9 F 48" MAX 36"MIN N/A Ht MET AT GRADE HS20091 gyo -,�. • .PS4 , 12 FP WA 115200FT N/A Hs 200 FT 60 T0200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 12 FT' WA HS40Ff N/A 9152WfT S a 0 60FT4H5200ET 16 FT' N/A 951991 60 FT<HS 203FT WA H530FT 609/596200 Fi • 16 FT' • • •• N/A AT GRADE 60 FT<60180R N/A AT GRADE 6097511 S 20091 $ "d 1•Z . @s8 8 ii 20 FP WA AT GRADE 60FT<H5120ET N/A AT GRADE 60 51<H6 7809760975961009 •• ••• • • • • • • • • • • • • • • ROW • • • • • • N/A AT GRADE N/A AT GRADE£ 25 FT' N/A AT GRADE N/A AT GRADE • • • • • •• • • 25eT' • • • N/A N/A N/A N/A 30 FP 60' MAX 48" MIN 11/6 N/A N/A AT GRADE • • • • • • • •—•—•— 30 9' B•YMAX 48" MIN N/A N/A N/A WA ) m""`'" """""". "'"'''s• 15-2786 36 FP N/A N/A N/A N/A 36 FT' N/A N/A N/A N/A . 00*121 H5S. of • ••• ••• ••• ••• ••• • • • • • • " AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE 00 8E USED WITHIN PALM BEACH&LINTY. CHECIANTH LOUR AUTHORITY HAVING JURISDICTION FOR THE APPLIABILITY CO THESlABLE9iVITHI1&ERTAIN RORHMAOUNTIES• STEEL TIE -DOWN CLIP •_•_• • • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s TABLE 5 PERMISSIBLE INSTALLATION HEIGHTS: Vult=140 MPH, EXPOSURE B (FOR USE WITH A RISK CATEGORY II STRUCTURE• ••) RISK CATEGORY II LS PER ASCE 7-10 LEGEND: HS15 FT 6061561020061 IN THIS EXAMPLE, THE PRO00CT CAN BE INSTALLED ON A BUILDING ROOF HEIGHT LESS (11) THAN OR EQUAL TO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT LS BETWEEN 6070 200 FEET WO ABOVE GRADE. SEE DESIGN NOTE 1 "*AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARO COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLCABIUTY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 6 PERMISSIBLE INSTALLATION HEIGHTS: Vuit=140 MPH, EXPOSURE C � BENNe (FOR USE WITH A RISK CATEGORT1ISTRUCTURE• • ") RISK CATEGORY II IS PER ASCE 7.10 P F�h{SE O Cl ALLOWABLE 61006 -TOP HEIGHT (H) Ca TIE -DOWN CONFIGURATION C2 TYPE Q MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' 29" MAX 15" MIN H 5 200 FT 6020060 H 5 200 FT Hs 200E7 9 F 36' MAX 27"MIN 615200 FT H5200 FT 615200 FT 65200FT 4 FT' 48"MAX 36" MIN 110200FT 6020067 HS200FT 615200 FT 6 F H5200 FT 61020067 H5200 FT 614200 FT 9FT' HS200 FT HS 200 FT 610200FT 60200 FT 12 FT' 1.15200FT 615200 FT 604067 60 FT<HS200FT 615200 FT 16 FT' AT GRADE 60FT<H580FT 614200 FT IIs15 FT 6067<H5100 FT 115200 FT 2067' 60" MAX • • Hig10187FT10 AT GRADE 115200 FT AT GRADE Hs200 FT 25 Fr N/A HS200 FT AT GRADE 610200 FT 30 FT' 48" MIN N/A HS30FTN/A 6067<H5200FT N/A HS40FT 60E74140200 FT 36 FT' N/A HS1SFTH 60FT<Hs120FT / A Hs15 FT 60FT<H5180FT LEGEND: HS15 FT 6061561020061 IN THIS EXAMPLE, THE PRO00CT CAN BE INSTALLED ON A BUILDING ROOF HEIGHT LESS (11) THAN OR EQUAL TO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT LS BETWEEN 6070 200 FEET WO ABOVE GRADE. SEE DESIGN NOTE 1 "*AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARO COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLCABIUTY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 6 PERMISSIBLE INSTALLATION HEIGHTS: Vuit=140 MPH, EXPOSURE C � BENNe (FOR USE WITH A RISK CATEGORT1ISTRUCTURE• • ") RISK CATEGORY II IS PER ASCE 7.10 P F�h{SE O TABLE 7 PERMISSIBLE INSTALLATION HEIGHTS: Vuit=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE•••) RISK CATEGORY 1115 PER ASCE 7-30 Cl ALLOWABLE ROO -TOP HEIGHT (H) C4 TIE -DOWN CONFIGURATION C2 TYPE Q MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH 667' 29' MAX 15'MIN 60FT < H 5 200E7 HS200FT 60FT<"520067 615200 FT 9FT' 36"MAX 27" MIN NS15Fi 60 FT<H52000T 65200 FT 61530 FT 60 FT<1.15200 FT 615200 FT 4 FT' 48' MAX 36'MIN 11520067 615200 FT NS60 FT 60FT<H5200FT 6520067 6 F H<_200 FT 615200 FF FT �� M65 �� 65200FT 9FT' H515 FT 60FT<H 5200FT "5200 FT HS'H1FT 60 FT<H5200 FT 65200611 12 F1' AT GRADE 60 FT<M 580 FT 61520067 AT GRADE 60FT<HS140E7 614200 FT 16 FT' N/A 610200FT AT GRADE HS 200 FT 20 FT' 60' MAX • • Hig10187FT10 N/A H540FT fO FT<H5200 FT N/A 6020067 25 FT' WA 61015 FT 60FT<H5200FT 61/3 1.153061 60FT<H5200FT 30 FT' 48" MIN N/A AT GRADE 60FT<H5300ET N/A AT GRADE 60FT<HS1601-T 36 FT' N/A AT GRADE N/A AT GRADE TABLE 7 PERMISSIBLE INSTALLATION HEIGHTS: Vuit=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE•••) RISK CATEGORY 1115 PER ASCE 7-30 MP IP ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ink • • STEEL TIE -DOWN CLIP ITEM w 6 U 0 fi S F= E E E PBC 5TH EDITION (2014) PRODUCT APPROVAL FL/19731.2 1 CaITIUGnil 04121..0 15-2786 SCALL- KTS j77//yyn��, V Cl ALLOWABLE RO0F-TOP HEIGHT (9) C4 TIE -DOWN CONFIGURATION C2 TYPE Q MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' 29' MAX 15" MIN AT 60 FT<M5200 FT 615200 FT Hs15 FT 60 FT <H5200 FT 615200 FT 9FT' 36- MAX 27"MIN AT GRADE 60 FT<H5200FT 615200 FT AT GRADE 6067<H5200FT 115200R 461' 48' MAX 35" MIN 1.1520067 60200 FT H5200FT 6520067 6 FT' 115200FT 615200E7 90200FT H55200FT 9 F GRADEAT 60 FT<Hs 200 FT 615200 FT ��<HS200 FT H 5200 FT 1261' AT GRADE. •• HS T: :AT, : :)5201. 16 FT' • N/A • • H5 T • a • • •/A • ••A5200•T • - • • • • 20 FT' 60' MAX 48" 9/3 •• • • Hig10187FT10 • N/L •006136520010 25 FT' N/A AT GRADE 60 FT<HS160ET N/A AT GRADE 60FT<H5200FT 30 FT' MIN N/A • • • *}GRADE • • • • �/R • •TEBADE• • • • 60FT•Hs80F10 36 FT' N/A . • • • N/A. • • • • I— • • ATiR 0E • MP IP ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ink • • STEEL TIE -DOWN CLIP ITEM w 6 U 0 fi S F= E E E PBC 5TH EDITION (2014) PRODUCT APPROVAL FL/19731.2 1 CaITIUGnil 04121..0 15-2786 SCALL- KTS j77//yyn��, V ENGINEERING EXPRESS° July 14, 2016 Miami Tech, Inc. 3611NW74thSt Miami, FL 33147 This certification is valid for (1) permit only with original engineer signature & seal. Regarding: Miami Tech CUTD Tie -Down Clip to Miami Tech Approved Stand Illustrations Florida Statewide Approval #FL19731 & Miami Dade NOA 16-0601.01 Attention: Building Department Official The below -signed engineer is the evaluator of record for the installation limitations of aluminum and steel CUTD tie -down clips manufactured by Miami Tech, Inc. of Miami, Florida which are product approved by the State of Florida under FL#'s 19731.1 & 19731.2. the product approvals list attachments to generic aluminum substrates of a given alloy and thickness. The capacities of the cliVs referenced on those approvals have been tested and evaluated per the Florida Building Code Fifth Edition (km). • •• • • • This letter serves to provide an easy reference for the use of the clips to Ii;Ie• thiami-Dade • approved stand also manufactured by Miami Tech (certified under NOA 16-0601.01). Tito ev4iami Teck • stand is a substrate congruent with the aluminum clip connection requirements of the Florida product • • • • • • approvals. We offer the details below to illustrate examples of how the two approved•ptQtht s can Dg..:. used in conjunction with each other joined from each approval: • • • •• • • • • MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) ATTACHMENT TO STAND 3• MHC• OU 3364.OR 3•xsx4(,• .. SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL A/A FOR ALTERNATE CLIP ATTACHMENT WHEN ANGLE IS NOT USED 0CONNECTION TYPE Cl C1 1•XA• CUP - UTILIZE (3) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE; ALSO APPUCAELE FOR CUP 4' LONG • NOT5: SEE ANCHOR TO HOST SCHEDULE FOR ALL EDGE DISTANCE TO ANCHOR SPACING LIMITATIONS. SEE PAGE 3 OF APPROVAL. MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) • • . • • • • • • • 3'x3x)(• OR 3NS•x3(E- SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND HOA, SEE DETAIL NA FOR ALTERNATE au. ATTACHMENT WHEN ANGLE 15 NOT USED 8 CONNECTION TYPE C3 1')(12' CUP - UTILIZE (1) AT EACH CORNER FORA TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CUPS E & 10' LONG 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM rvx0/ECIPtNtwPa Ttcw CWOt(.Oxw ttncEtts4tw.r/,rttwe,. ,,,$Rtsnt:t LZitN 00C • • • • WITENGINEERING EXPRESS July 14, 2016 Miami -Tech CUTD Clip Page 2 of 2 MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES).,.. 3' MAX. TO. 363 x(' OR3'AS'RI(L• SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND MOA, SEE DETAIL NA FOR ALTERNATE CUP ATTACHMENT WHEN ANGLE IS NOT USED •NOTCH 5EE ANCHOR TO HOST SCHEDULE FOR ALL EDGE DISTANCE TO ANCHOR SPACING UMITATIONS. SEE PAGE 3 OF APPROVAL. GI CONNECTION TYPE C2 'XL E'[UP- mum (2)AT EACH CORNER FOR A TOTAL OF Win= MOTE: ALSO APPUCADLE FOR CUP 4' LONA l•A7'41r OR ]'AS'AI(j SMALL UN/T ANGLE ATTACHED PER MIAMI TECH STAND MDA, SEE DETAIL NA FOR ALTERNATE air ATTACHMENT WHEN AIME LS NOT USED • C4 CONNECTION TYPE C4 . • • K./1712' CUP • UTILIIE (2) AT EACH CORNER Fry A TOUR 0111) PER UNIT NOTE: ALSO APPUCA8LE FOR CUPS 5';10• LON, • • • • • MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNTIE SHALL BE 6063-T6 MIN.---, AWMINUM SHEET WITH Fty-30 KSI, 0.125' MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy.33KS1 MIN. STEEL, GRADE 33, 220A MIN. (1.0.0299'). ALUM OR STEEL CUP, TYP. AA=A• (4)-410 SS 410 SELF DRILUNG SCREWS FOR CUPS UP TO 6' LONG. UfTU2E (8)-010 55 410 SELF DRILLING SCREWS FOR CUPS LONGER THAN 6'. PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH 595, TIP. ANCHOR PER ANCHOR SCHEDULE. SEE DETAIL A -A FOR THRUBOLT ATTACHMENT BOLT PER ANCHOR SCHEDULE • •••• • • •••• •• • . UNIT BY..H I li • • OTHERS __ ,EN TO STEEL OR UAND AT IT /• ,' ....SUBSTRATE PER SUBSTRATE PER I -BEAM RAIL OR STAND PER ','.\( ANCHOR TO ANCHOR SMALL UNIT ANGLE SHEET 4 OF HOST SCHEDULE SCHEDULE DEPENDING ON APPROVAL 1" TIE -DOWN CLIP (VARIES) CONFIGURATION C)ALTERNATE CLIP TO STAND DETAIL SCALE: N.T.S. •• • • t1)OR(2)I• CUPS,PER TAILS Cl ROUGH 04 D SHEET•4 ANCHOR DETAIL SCALE: N.T.S. DETAIL CUP 15 DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP, •• • •• All other installation criteria shall follow the product approvals referenced above, as well as the minimum requirements of the Florida Building Code Fifth Edition (2014) as well as any jurisdictional restrictions that may apply. Except as expressly provided herein, no additional certifications or affirmations are intended. Thank you for your attention to this matter. ``�1�111111(111141' ,,•\``N '4„ .. •.......EA/A11',',, � Q •. ��C E Ns 43 `,: Or Fra E ardo,'.E.• 46549 ENGINEERING #PE0046549 I Cert. -1 ; 9885464E23p6e �`'• 16 0 S w 'v.e RLO U,,�` NltE06, L)EERFIELD BEACH, FLORIDA 33442 P�4j?�0A314 �§ X4"0660 - FAX: (954) 354-0443 II)((()(ot►Ae)NEERINGEXPRESS.COM ✓.0R011E1•I3$IUYNR If CA COO 1f410::NC0✓CERrv9IMIMIALYLOgP4MP,Sfl l Lf1TTA04C • • •• • • • • •• • •••• • • • • • • • • • • •••• • • • • •• RECEIVED NOV 212017 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): 9942 NE 4TH AVE RD 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 : .'. ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES 0 NO ® ARHI Sheet Attached: YES ® NO 0 .. . • . •••:.• Contract /Aa• ped: YE§21 • • • . • •.. • . .. UNIT BEING REPLACED DATA NEW UN :.. LENNOX MANUFACTURER YOR ' ' . HS26-51131' AHU or PKG. UNIT MODEL # AE48C .4 ' : CB19-41 COND. UNIT MODEL# YCG48B 21 �' �.H 10 KW.HEAT 1 Q •__• 4 NOM TONS 4 AHU 5 OCU 40 PKG 1) M.C.A AHU 5 0 CU 40 PKG AHU 6 OCU 45 PKG 2) M.O.P AHU 6 CCU45 PKG AHU CU PKG 3)VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / 14 EER/SEER 16.25 YES N0 X REPLACING DUCTS YES N0 X YES NO x REPLACING THERMOSTAT YES X NO YES NO X 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 X •.• • • • • . . • • • . . ••• • • . • . .. 1. Minimum Circuit Ampacity (Wire Size): 6 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 60<A/H... 454C/II 3. Voltage of Circuit (208/240/480): 208/230 4. Size Disconnecting Means: Contractor's Company Name: ALL YEAR COOLING Phone: 954-566-4644 State Certificate or Registration N. CACA085 _:_� / rtificate of Competency N. Signature (Qualifier's signature Date: 11-21-2017 A19R CERTIFIED® www.ahrldirectory.org This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2016. Certificate of Product Ratings AHRI Certified Reference Number: 8865463 Date: 2/6/2017 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: YCG48B21 Indoor Unit Model Number: AE48CX21+TXV Manufacturer: YORK BY JOHNSON CONTROLS Trade/Brand name: YORK Region: All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, 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 require:neij ., •"" Series name: LX SERIES .. • • • • • 1111 • 1111.• • •••• Manufacturer responsible for the rating of this system combination is YORK BY JOPIIIIACA COIF TRQ1.S • • • • Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conrtfoning'alid,Aw• Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-spons5ted,'indepdndent, third'''. party testing: Cooling Capacity (Btuh): 45500 EER Rating (Cooling): 13:25 SEER Rating (Cooling): 16.25' 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.ahrldirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahrldirectory.org, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. ©2014 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: AIR-CONDITIONING. HEATING. & REFRIGERATION INSTITUTE we make fife becter' 131308749885064897 Florida Building Code online OA baPAmA ivr of Business,' r 10 Pt -Mag. tHE P pyETARY' ro#essionalRegulatI() Page 1 of 2 roBPR Noise BCIS Home 1 Log In 1 User Registration 1 Hot Topics [ Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff 1 BCIS Site Map ABOUT ban BPR DIVISIONS Product Approval USER: Public User Product Approval Menu > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL19731-R0 New 2014 Approved Miami Tech, Inc. 3611 NW 74th Street Miami, FL 33147 (305) 693-7054 chris@miamitech,com Frank Bennardo frank@engexp.com Structural Components Anchors CONTACT oePR 1 Links i Search i • • • • • • • • • •• • • • • • • • • • • •••• •• • • • • • • •••• • •• • • • • ••••• • • • • •• •• • • • • • ' • • • • • • • • • • • • • • •• • ••• • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE -0046549 National Accreditation & Management Institute 12/31/2016 Keith E. Lorinos, PE SZ Validation Checklist - Hardcopy Received FL19731 RQ COI COI,pdf 104.11 1707.1 Method 2 Option B Florida Building Code Online ( 1- • Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summarroof Produ cts 02/04/2016 02/12/2016 02/14/2016 04/12/2016 07/15/2016 Page 2 of 2 Contact U5 EEO • • • • • •• • • • • • • • •• • • • Phone: 850-487-1824 • • • • • • • • • The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 State of Floridarivary Staten -writ • • • • • • P t : � Acce551bIIIN tatement •:: Refund Statement • • • • Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public-reCceds request•d••o►Sialad electronic mail to this entity. Instead, contact the office by phone or by traditional mall. 1f you have any questions, pleas•anta•t450.487.139r• "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If • they have one. The emails provided may be used for official communication with the licensee. However email addresses a•eap/bR•e ord. 1f you do no•wish to • supply a personal address, please provide the Department with an email address which can be made available to the public.fo det•rmlt a If you are a licensee under • Chapter 455, F.S., please click ttCCG. • • • • Product Approval Accepts: Ecm Credit Card Safe sccuritcuIrItIc.• • • • • • • • • •• • ••• • • • • • • • FL # 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL1973j jtg tl Alum Dwo,ocjf Verified By: Frank Bennardo, P.E. PE -0046549 Created by Independent Third Party: Yes Evaluation Reports FL19731 RO AE Eval.odf Created by Independent Third Party: Yes 19731.2 Steel Tie -Down Clips 1" Wide Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL19731 R9 II Steel Dwo.odf Verified By: Frank Bennardo, P.E. PE -0046549 Created by Independent Third Party: Yes Evaluation Reports FL19731 RO AE Eval,Ddf Created by Independent Third Party: Yes • • Contact U5 EEO • • • • • •• • • • • • • • •• • • • Phone: 850-487-1824 • • • • • • • • • The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 State of Floridarivary Staten -writ • • • • • • P t : � Acce551bIIIN tatement •:: Refund Statement • • • • Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public-reCceds request•d••o►Sialad electronic mail to this entity. Instead, contact the office by phone or by traditional mall. 1f you have any questions, pleas•anta•t450.487.139r• "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If • they have one. The emails provided may be used for official communication with the licensee. However email addresses a•eap/bR•e ord. 1f you do no•wish to • supply a personal address, please provide the Department with an email address which can be made available to the public.fo det•rmlt a If you are a licensee under • Chapter 455, F.S., please click ttCCG. • • • • Product Approval Accepts: Ecm Credit Card Safe sccuritcuIrItIc.• • • • • • • • • •• • ••• • • • • • • • MIAMI TECH, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 4" LONG CLIP N.T.S. FLATTENED ( D 0 0 6" LONG CUP FLATTENED N.T.S. STEEL TIE -DOWN CLIP SIDE VIEW TYP. AU. OTHER CIPS SIMILAR VARYING LENGTH ONLY N ( *42500 Y 0153 11/ ( 11210 0 0 0 1 J .2500 L 0 •• ••• • • • (y�•0 • • 4:;744 ••• •• • • / I O 8" LONG CUP Oa 10" LONG Ct' 1 N.T.S. FLATTENED 1 N.T.S. NATTEIED • • • • •• ••• 0 • •• • • 1 4• TPM 1 1t]00 I LON•Ctr •1 N.S. • FLATTE•ED • • • • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN NOTES: PLi9ygR ; 15,x! 1 •. 1. IAN* L -.43 1. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE W TRH ASCE 7-10 AND THE FLORIDA BUILDING CODE 2014 (5tH EDITION) FOR USE WITHIN AND OUTSIDE TIE HIGH VELOCITY HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA USED TO CALCULATE THE ALLOWABLE ROOFTOP HEIGHTS CONSIDERS ASCE 7-10 SECTION 29.5.1 FOR ROOF TOP HEIGHTS (M) 560 FT AND SECTION 293 FOR ROOF TOP HEIGHTS (H)>60 FT & SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GCI) WITHIN THE HUM, (GCA.,,...e41.90 OUTSIDE THE HT/HZ, FOR ALL LOCATIONS (CONCURRENT). 2. ALL OTHER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. 3. THE HEIGHTS LISTED IN Tiff DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. 4. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30' TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. 5. NO 33-1/39, INCREASE IN ALLOWABLE STRESS HA5 BEEN USED IN THE DESIGN OF THIS SYSTEM. 6. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORT PROJECT 315-6206 8Y FENESTRATION TESTING LABORATORY, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 7. STEEL CLIPS SHALL 8E ASTM A653 STEEL WITH Fy-33 KSI OR BETTER. STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90 -HIED COATING REQUIRED FOR COASTAL INSTALLATIONS. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & ASCE 7-10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. MAXIMUM & MINIMUM 019685ION5 AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 3. FASTENERS TO BE 110 X 3:- OR GREATER STAINLESS STEEL 410 UNLESS NOTED OTHERWISE. ANCHORS REFERRED TO HEREIN SHALL BE ELCO BRAND, STAINLESS STEEL. ONLY, INSTALLED TO 3000 P51 MIN CONCRETE. SEE ANCHOR TO HOST SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. A5 A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4' MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. S. THE COMPACTOR I5 RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 6. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 7. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DES104 PROFESSIONAL AND IS NOT INCLUDED 1910115 CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 8. THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDIITONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 9. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE 601J. RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE I5 RESTORED AFTER FABRICATION AND INSTALLATION 06 STRUCTURE PROPOSED HEREIN. THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WI1101 MAY OCCUR A5 WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR 10. FOR AN EXPLANATION OF EXPOSURE AND RISK CATEGORIES THAT ACCOMPANY THE Vult WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7-10. FBC STN EDITION (2014) PRODUCT APPROVAL no 19731.2 15-2786 a T CONNECTION TYPE Cl Cl 1'X6" CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CUP 4" LONG ALTERNATE CUP LOCATION. SEE PAGE 3 DETAIL 3/3 Cz CONNECTION TYPE C2 1"X6" CUP - UTIUZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT NOTE: ALSO APPLICABLE FOR CLIP 4" LONG 'NOTE: SEE ANCHOR TO HOST SCHEDULE FOR ALL EDGE DISTANCE TO ANCHOR SPACING LIMITATIONS. SEE PAGE 4. • c3 CONNECTION TYPE C3 3"X12" CLIP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CUPS 8" & 10" LONG ALTERNATE CUP — LOCATION, SEE PAGE 3 DETAIL 3/3 •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• 2" CUPS 3" MAX TYP- CONNECTION TYPE C4 `J 1"X12" CUP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT • • • • • • • • • • • VE: Ats4 APPLICABLE FOR CUPS 8" & 10" LONG • • • • • • • • • • • • • • • .. •• • • • •• •• ••• • • • • • PRAM L &ENNAPOO, Pl. .• (IVII11l1111j1j • STEEL TIE -DOWN CUP LIP CERTIFICATIONS MIAMI TECH cum TI FDC 5Th EDITION (2019) PRODUCT APPROV 15-2786 N.1. ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• . • ••• • • • • • • • • • • • • • • •• •. MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) ATTACHMENT TO STAND 3"x3"xY." OR 3"xS"x)(s SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL A/A FOR ALTERNATE CUP ATTACHMENT WHEN ANGLE IS NOT USED n CONNECTION TYPE Cl MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) 3"x3"x5i" OR 3"4'xi;." SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL A/A FOR ALTERNATE CLIP ATTACHMENT WHEN ANGLE LS NOT USED n CONNECTION TYPE C3 1")(6" CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CLIP 4" LONG MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) 3"x3"x)4" OR 3"4" �s SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL NA FOR ALTERNATE CUP ATTACHMENT WHEN ANGLE 15 NOT USED CONNECTION TYPE C2 0 1'X6" CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT NOTE: ALSO APPLICABLE FOR CUP 4" LONG 3" MAX" TVP. 2" CUPS 1"X12" CLIP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CUPS 8" T. 10" LONG MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) 'NOTE: SEE ANCHOR TO HOST SCHEDULE FOR AU. EDGE DISTANCE TO ANCHOR SPACING LIMITATIONS. SEE PAGE 4. 3' MAX" TTP. •• ••• • • • • •• •• • • • • • • • • ••••- • •• • ': :".3kiN'kN6LE: '• • • • • l TTACRES PER PANT TRI(• • • STAND ROA. SEE DETAIL NA FOR ALTERNATE CLIP ATTACHMENT WHEN ANGLE • • • • • • • • 15• NOT 0580 • covNtafION TYPE C4 • •• • ▪ • 4.1• -X1 2 CLIP - LTUZE (2) AT EACH CORNER FORA TOTAL OF ;8) PER UNIT • • • • • • • 1,1011.50 AP 'ABLE FOR CUPS 8" A 10" LONG ••• • UNIT BY OTHERS I -BEAM (I) OR (2) CUPS PER DETAILS Cl THROUGH C4 AND SHEET 4 FASTEN CUPS TO UNIT AND STAND PER SHEET 4 A ALTERNATE CUP TO STAND DETAIL A SCALE: N.T.S. 2" CLIPS 3" MAX' TTP. O) FBC 5Th EDITION (2014) PRODUCT APPROVAL FL#19731.2 STEEL TIE -DOWN CLIP • • • • • age 9 2 15-2786 SCALL- Has 1 1 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • N i 0.07' THICK ASTM A653 STEEL TYP. (4)- *10 5S 410 SELF DRILLING SCREWS FOR CUPS UP TO 6" LONG. UTILIZE (8)-010 SS 410 SELF DRILLING SCREWS FOR CLIPS LONGER THAN 6', TYP. "FOR ANY CUP LONGER THAN 6' UTILIZE (8)-010 SS -( 410 SELF DRILLING 1 SCREWS, TYP. 50"0 HOLE, WITH ANCHOR FROM CUP ANCHOR TO HOST SCHEDULE, TYP. 1" CLIP ISOMETRIC DETAIL N.T.S. ISOMETRIC ANCHOR TO HOST SCHEDULE: SUBSTRATE DESCRIPTION (1)-1/4"0 STAINLESS STEEL 410 ELCO CONCRETE: ULTRACON, 1Y' FULL (4' TH1CK MIN, EMBED TO CONCRETE, 2(j" 3000 P51 MIN.) MIN. EDGE DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANCHOR. (I)-414 SAE STAINLESS ALUMINUM: STEEL BOLT 410 WITH NUT (0.125' MIN. AND WASHER TOP & THICK, 6061-16 BOTTOM SS OD 1", i5' MIN. ALUMINUM) MINIMUM EDGE DISTANCE TO METAL EDGE STEEL: (1)-014 SAE STAINLESS STEEL BOLT 410 WITH NUT (0.125' MIN. AND WASHER TOP & THICK, 50 1101 BOTTOM 55 OD 1', Si' MIN. STEEL) MINIMUM EDGE DISTANCE TO METAL EDGE MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-16 MIN. ALUMINUM SHEET WITH Fty-30 KSI, 0.125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy-33051 MIN. STEEL, GRADE 33, 22GA MIN. (10.0299"). 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3. ENSURE MINIMUM SPACING TO ANY ADJACENT ANCHORS. 4. SEE DETAILS ON SHEET 4 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. S. PROTECT ALL METALS FROM DISSIMILAR METALS GENERAL NOTE 05 0.07' THICK ASTM A653 STEEL CUP, TYP. A -A (4)-510 S5 410 SELF DRILLING SCREWS FOR CLIPS UP TO 6" LONG. UTILIZE (8)-010 SS 410 SELF DRILLING SCREWS FOR CLIPS LONGER THAN 6". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE. SEE DETAIL A -A FOR THRUBOLT ATTACHMENT SUBSTRATE PER - ' ANCHOR TO HOST SCHEDULE (VARIES) 1" TIE -DOWN CLIP aii ANCHOR CUP I5 DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. •• ••• • • • • • • • • • • • • • • •• • • • • •• ••• •• • DETAIL UNIT WIDTH 8015 PER ANCHOR SCHEDULE MECHANICAL UNIT PER SEPARATE CERTIFICATION UTILIZE (2) CUPS EA SIDE OF UNIT FOR A TOTAL OF (8) PER UNIT ALTERNATE (8) CLIP DETAIL • ••• ••• ••• • • • • • • • • • • . •• ••• •• •• • •• • • •• • • STEEL TIE -DOWN CLIP N.TS. PLAN VIEW HOST SUBSTRATE STEEL OR ALUMINUM SUBSTRATE PER ANCHOR SCHEDULE SEE ANCHOR TO HOST SCHEDULE TYP. THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC Phi -WY FOO •LYCONNECTION TYPES THAT UTIUZE (2) CUPiAT EACI•CORNER FORA TOTAL OF (8) CLIPS PER UNIT. ••• • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • •• •• RNlKL 4818500, P.P. . qWn WM;y11Y .rrbit g= '1n. LXC1,P`Rr�•R MIAMI TECH CUTD TIE•DOWN CUP CERTIFICATIONS 1 a s TABLE 1 PERMISSIBLE INSTALLATION HEIGHTS: Vult=175 MPH, EXPOSURE C TABLE 2 PERMISSIBLE INSTALLATION HEIGHTS: Vult=175 MPH, EXPOSURE �. (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE (HHE VHZ)•) (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THIGH VELOCITY HURRICANE ZONE (HVHZ)•) u.......4....... N :ltt``j�-( //p'q,G ^ 0, I"• ;I.8HR•R00, PE - RISK CATEGORY 1115 PER AXE 7.10 ALLOWABLE ROOFTOP HEIGHT (H) RISK CATEGORY 1115 PER ASCE 7-10 ALLOWABLE ROOFTOP HEIGHT (H) Z. TIE -DOWN CONFIGURATION TYPE TIE -DOWN CONFIGURATION TYPE = *) MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH Cl Q C3 MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH C1 C2 C3 C4 = "c i042 , � ENGINEEI*'1 `J. EXPRESSti ;' j - CORPORATE OFFICE: V , 0 l- . 160 SW 12th AVE, SU 1 DEERFIELD BEACH, FI 442- F:(94)354-0660 R (1,54)3493 . O E: 1IELLOOENOINEERINGIXMtLIal'., ENGINEERINGEXPRESS.0 CERT OPAVTN 49505 - / 6 FT' 29" MAX 15" MIN AT GRADE HS80 FT AT GRADE 115120FT 6FT' 29" MAX 1S' MIN AT GRADE HS30 FT AT GRADE H560 FT 9 67' 36" MAX 27^ MIN AT GRADE l H530 FT AT GRADE H 540 FT 9 F 36" MAX 2r MIN N/A AT GRADE AT GRADE 951561 4 FT' H 515 FT Hs 200 FT H130R Hs 200 FT 4 F AT GRADE H3200 FT AT GRADE H 1200FT 667' AT GRADE H5200FT AT GRADE H5200FT 6FT' AT GRADE "5180 FT AT GRADE H5200FT 967' 48' MAX 36' MIN AT GRADE 954066 AT GRADE H560FT 9FT' 48" MAX 36" 69N AT GRADE AT GRADE AT GRADE H515 FT 12 FT' N/A AT GRADE N/A AT GRADE 12 FT' N/A AT GRADE N/A AT GRADE 16 FT' N/A AT GRADE N/A AT GRADE 16 F1' N/A AT GRADE N/A ATGRADE 20 FT' N/A AT GRADE N/A AT GRADE 20 R' N/A AT GRADE N/A AT GRADE 25 R' N/6 AT GRADE N/A AT GRADE 25 FT'N/A _ N/A N/A AT GRADE 30 R' 60" MAX 48" MIN N/A N/A N/A AT GRADE 30 R' 60"MAX MIN N/A N/A N/A N/A 36 R' N/A N/A N/A N/A 36 R' N/A N/A N/A N/A •1115 TABIE15 PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARO AND "THIS TABLE 5 PERMS5181E TO 81 USED WRHIN THE HVEQ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY MIAMI.OAOE COUNTIES. CHECK WITH LOCA. AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES MIAMI TECH, INC. 3611 NW 74Th ST MIAMI , FL (305) 693-7054 MIAMI TECH CUTD TIE -DOWN CLIP CERTIFICATIONS FBC STM EDITION (2014) PRODUCT APPROVAL F1,19731.2 TABLE 3 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH, EXPOSURE C TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY IISTRUCTURE"•) (FOR USE WITH *RISK CATEGORY II STRUCTURE•') RISK CATEGORY 11 IS PER ASCE 7-10 RISK CATEGORY 1115 PER ASCE 7-10 ALLOWABLE ROOFTOP HEIGHT (H) ALLOWABLE ROOF -TOP HEIGHT (H) 11E -GOWN CONFIGURATION TYPE TIE -DOWN CONFIGURATION TYPE MAX SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH Cl C2 C3 CA • MAX SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH Cl CI C3 CA 6 FT' 29' MAX 15"MIN AT GRADE Hs200R AT GRADE fi0R<HS100R 1,s200R 667' 29' MAX 15" MIN ATGRADE Hs 200 FT AT GRADE 56200FT 9 FT' 36"MAX 27' MIN AT GRADE NsMET ATGRADE 11S200FT LEG EN D: 9FT' 36" MAX 27' MIN 64/3 Hs20067 AT GRADE Hs200FT 4 1-1' Hs200FT 9520067 Hs200R 5620067 9I515FT 6061<H5200FT 467' Hs200E7 4620067 11420061 5420067 6 FT' X5308 RM 8 60<5200 HS200R N340R fi0 F14642 FT HSiWR IN THIS EXAMPLE, THE PRODUCT GAN BE INSTALLED ON A 6Fr AT GRADE 608<HS200FT Hs MET FT- 608 5200 67 200 HsR a Ka¢ '¢G i • • Bay g EV 967' 48' MAX 36' MIN AT GRADE XSwon AT GRADE 60R<HSBDR H5200R BUILDING ROOF HEIGHT (H) LESS THAN OR EQUAL T015 FEET, OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 9FT' 48'MA% 36'MIN N/A H5200R AT x22008 e =<`+7 ~q` Y Nes 12 FT' WA MSZOOR N/A X52008 60 T0200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 12 FT' N/A FT N/A HS 200FT 3. Bf0lE . k999 608<�ZOOR 16 R' N/A HSISR 608<50200R N/A "'a Fr (AR<N 51008 •• ••• • • • • 16 Fr • .44. N/A ATGRADE 608<MSIWR N/A AT GRADE 60R496236R : Ty3 R . . ili BK„E ll E KS EVIV1 20 FT' WA AT GRADE 60R<H3120R N/A AT GRADE 60R<NS]BOR •• • • •• • • • •20 � N/0 *70966E N/A fiO FT<HGS OR 25FT' N/A 07 GRADE N/A AT GRADE • • • • • • • • • • • • •.11— •25 R' • N/A N/A N/A WA 30 FT' 60' MAX 48" MIN N/A N/A N/A AT GRADE 30 FT' 60" MAX 48" MIN N/A N/A 11/6 N/A gan1pf'"' tsf""„^"O 15-2786 36 FT, N/A N/A N/A N/A • ••• 36 FT, N/A NM N/A 61/6 SCALE; N.T.S. i r6 f� (�`•—'J'/�I ••• ••• ••• ••• • • • • • • • AS AN EXAMPLE, THESE TABLES ARE P 11 11SS18L TO BE�l5ED VIRTHIN PALA BEACH COUNA. 70170 AIT11 LOCAL AUTHORITY HAVING JURISDICTION FORTHE APPLI BILRVOF THE TABLE WITHINLERTMPFLORIOA )UNTIES. STEEL TIE -DOWN CLIP • •• •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TABLE 5 PERMISSIBLE INSTALLATION HEIGHTS: Vult=140 MPH, EXPOSURE B (FOR USE WITH A RISK CATEGORY II STRUCTURE...) LEGEND: H51561 606708520061 IN THIS EXAMPLE, THE PRODUCT CAN BE INSTALLED ON A BUILDING ROOF HEIGHT LESS (H) THAN OR EQUAL TO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 6010 200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 •••AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 6 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=140 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY II STRUCTURE•••) RISK CATEGORY 1115 PER ASCE 7-10 01 ALLOWABLE ROOF -TOP HEIGHT (H) C4 11E -DOWN CONFIGURATION 02 TYPE tl MAXIMUM SURFACE AREA Of UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT 29' MAX 15' MIN 445200 FT 95200 FT 95200 FT 6020061 9 FT 36'MAX 2r MIN 445200 FT H5200 FT 0520061 445200 FT 4 61 48" MAX 36' MIN H5200F7 11520060 11520061 44520061 6FT' H520061 H5200 ET 445200 FT H5200 FT 9 FT' 440200 FT H 5200 FT .15200 FT 44520061 12 61' 445200 FT H5200 FT H540FT 6061<H020061 44520061 16 FT' AT GRADE 606T<H5806T 9520061 HSIS FT 6066<41510061 115200FT 20 FT' 60" MAX HS/STT 6061<H5200FT AT GRADE H5200FT AT GRADE 445200 FT 25 FT' N/A 95200FT AT GRADE 0520061 30 FT' 48" MIN N/A H530FT 60 FT<H520061 N/A 1151061 60E10002031T 36 FT' N/A H515FT 6061044532061 N/A 606100518061 LEGEND: H51561 606708520061 IN THIS EXAMPLE, THE PRODUCT CAN BE INSTALLED ON A BUILDING ROOF HEIGHT LESS (H) THAN OR EQUAL TO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 6010 200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 •••AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 6 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=140 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY II STRUCTURE•••) RISK CATEGORY 1115 PER ASCE 7-10 TABLE 7 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=14OMPH,EXPOSURED (FOR USE WITH A RISK CATEGORY II STRUCTURE•••) Cl ALLOWABLE 6001 --TOP HEIGHT (H) C4 TIE -DOWN CONFIGURATION C2 TYPE tl MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 661' 29"MAI( 15'MIN 0 0 30 FT ��<H5200 FT M5200 FT ��< �� H5200FT 9 FT 36" MAX 27" MIN If 5 15 FT ��<HS200 FT FI5200FT HS3OFT 6061<M52W61 H 5200 FT 4 F 48' MAX 36'MIN 445200FT 1.15200FT H 560 FT 60FT<H5200FT 44520061 6 F 11520061 95200FT I1560FT 60FT<N5200FT 445200 FT 9 F 60fT<H 1200 FT 445200 FT 60 61 0 44 5 200 FT 4520061 12 FT' AT GRADE 6065<958061 445200 FT AT GRADE 60FT<H5140FT 0020061 16 FT' N/A 0520061 AT GRADE 44520061 20 FT' 60'MAX HS/STT 6061<H5200FT N/A 11540FT 606106520061 N/A 0520061 25 FT' N/A 0515 FT 606100520061 N/A H530 FT 60FT<H5200FT 30 FT' 48° MIN N/A AT GRADEN/A 606101510061 AT GRADE 60E1005160Fr 36 FT' N/A AT GRADE N/A AT GRADE TABLE 7 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=14OMPH,EXPOSURED (FOR USE WITH A RISK CATEGORY II STRUCTURE•••) ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • STEEL TIE -DOWN CLIP fixxxL &BRABO, P.E.i* CM. 6}6519649 15 "Imam, i_ ,0N.. •L M 515 ' : O'`� Wr 5LL7a°�`m VI WitZit DQ Dtm WW�^NOAWW5 U z .--1 m UR LLI H b 2 S PBC STM EDITION (2014) PRODUCT APPROVAL FL# 19731.2 15-2786 SOME. 11TS Cl ALLOWABLE ROOF -TOP HEIGHT (H) U 11E -DOWN CONFIGURATION C2 TYPE C3 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIOTH 661' 29'6LAlc 15'MIN AT 60 FT<N GRADE200 FT 440200 FT 1I5 15 FT 60 FT<H5200 FT 9520061 9 61' 36" MAX 27" MIN AT GRADE 6061<H520061 445200FT AT FT 60 41520061 4 61' 48'MA% 36'MIN 9520061 6520061 9520061 0520061 6 61 9520061 11520061 0520061 0520061 9 61' 60 FT<H5AT �20061 E 44520061H 5 15 FT 60610445200 FT 452008 12 F I' � TGRADE •• • 2 • • � DOiT • AT • •• • GRAGi • H 5 200 FT 16 61' • N/A • • .•••••••• • 6120L*FT • • • • • • 11/61 • • 145 200 FT • • • • 2061' 60' MAX 48' ••••• N/ A HS/STT 6061<H5200FT • •• 4 • 954061 / N A 60FT<H5200FT 2561' 61/6 AT GRADE 606109616061 14/A AT GRADE 6061044570067 3061' MIN • • • • • NS,• •ATCIAOE •• • • • • • 4 NiMDE • N/A • 60 Fr, 008061 36 FT' • • • N/A • •• 1 • 406 • •• • 9 • • 0/A • AlLGRADE • •• •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • STEEL TIE -DOWN CLIP fixxxL &BRABO, P.E.i* CM. 6}6519649 15 "Imam, i_ ,0N.. •L M 515 ' : O'`� Wr 5LL7a°�`m VI WitZit DQ Dtm WW�^NOAWW5 U z .--1 m UR LLI H b 2 S PBC STM EDITION (2014) PRODUCT APPROVAL FL# 19731.2 15-2786 SOME. 11TS M ENGINEERING EXPRESS" July 14, 2016 Miami Tech, Inc. 3611 NW 74th St Miami, FL 33147 Regarding: This certification is valid for (1) permit only with original engineer signature & seal. Miami Tech CUTD Tie -Down Clip to Miami Tech Approved Stand Illustrations Florida Statewide Approval #FL19731 & Miami Dade NOA 16-0601.01 Attention: Building Department Official The below -signed engineer is the evaluator of record for the installation limitations of aluminum and steel CUTD tie -down clips manufactured by Miami Tech, Inc. of Miami, Florida which are product approved by the State of Florida under FL#'s 19731.1 & 19731.2. the product approvals list attachments to generic aluminum substrates of a given alloy and thickness. The capacities of the clips referenced on those approvals have been tested and evaluated per the Florida Building Code Fifth Edition (2014). • • • • This letter serves to provide an easy reference for the use of the clips to die M1 mi -DU..;. approved stand also manufactured by Miami Tech (certified under NOA 16-0601.01). Thntrami Tea stand is a substrate congruent with the aluminum clip connection requirements of thet follidt product approvals. We offer the details below to illustrate examples of how the two approved•1Srbtiiicts came. 'b. used in conjunction with each other joined from each approval: "" ' •' • • MAXIMUM UNIT ATTACHMENT TO STAND HEIGHT (SEE DESIGN SCHEDULES) 3• HAX• 3•439tij• OR 3•xSx3(e SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL WA FOR ALTERNATE CLIP ATTACHMENT WHEN ANGLE IS NOT USED CONNECTION TYPE C1 C•1 MA' CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (41 PER UNR NOTE: ALSO APPUCAELE FOR QIP 4' LONG •NOTE: SEE ANCHOR TO HOST SCHEDULE FOR AU. EDGE DISTANCE TO ANCHOR SPACING UMITATIONS. SEE PAGE 3 OF APPROVAL. MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) •• •• • • • 44, • • • • _.b • 3'x3x7',' OR 3'45'x)(e SMALL UNIT ANGLE ATTACHED PER INA/11 TECH STAND NOA. SEE DETAIL NA FOR ALTERNATE CLIP ATTACHMENT WHEN ANGLE 15 NOT USED ec3 CONNECTION TYPE C3 1-x12' CUP - UDUZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: ALSO APJ'UCAELE FOR CUPS S' S 10• LONG • • • • 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 — FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM ♦WO,fCTP.NT• ...w Tlcucwo 1440w,cu'cn 180.1.83.40.14,A6.174 -10.7M1 UTI G Doc l. .4..A' • ENGINEERING EXPRESS Miami -Tech CUTD Clip July 14, 2016 Page 2 of 2 MAXIMUM UNIT HEIGHT (SEE DESIGN 501ED*LF5)... 3k3':)(• OR 3.55•X3,• SMALL UNIT ANGLE ATTACHED PER NIAID TECH STAND NCA, SEE DETAIL A/A FOR ALTERNATE CUP ATTACHMENT WHEN ANGLE 1S NOT USED MIMMLGH (SEH D� GICONNECTION TYPE C2 1'X6' CUP - UTILIZE (2) AT EACH CORNER FORA TOTAL 01(95 PER UNIT NOTE: ALSO APPUICAELE FOR CLIP 4' LON9 1�' •NOTEt SEE ANCHOR TO MOST SCHEDULE FOR AU. EDGE DISTANCE TO ANCHOR SPACING UMNATIONS SEE PAGE 3 OF APPROVAL, MAXIMUM WIN MEIGMT (SEE DESIGN SCHEDULES) 3•:11) OA SMALL UNIT ANGLE ATTACHED PER MDAM1 TECH STAND HOA, SEE DETAIL .VA FDR ALTERNATE CJI ATTACNMENI WHEN 514tE IS NOT USED Ca CONNECTION TYPE C4 1'512' CUP - UTILIZE (2) AT EACH CORNEA FOR A TOTAL OT 01 PER UN( NOTE I ALSO APPLICARLZ POR CUPS S' A 10' LANG • • • • • • • • •• • • •••• • • MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. — AWMINUM SHEET WITH Fly -30 KS1, 0.125' MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy-33K5( MIN. STEEL, GRADE 33, 22GA MIN. (1-0.02991. ALUM OR STEEL - CUP, TYP. (4)-530 SS 410 SOLI DRILUNG SCREWS FOR CUPS UP TO 6' LONG. L113U2E (8) 410 S5 410 SELF DRILLING SCREWS FOR CUPS LONGER THAN 6'. PROVIDE (5) PITCHES N1N. PAST THREAD PLANE FOR EACH SMS, TYP. ANO10R PER A-A•%'i :. .Tii�ti / ANCHOR SCHEDULE. SEE DETAIL A -A FOR THRUBOLT 4 ATTACHMENT • SUBSTRATE PER • .( AN0109 TO HOST SCHEDULE 1" TIE -DOWN CLIP (VARIES) ANCHOR DETAIL SCALE: N.T.S. DETAIL CUP (5 DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP, A -A STEEL OR ALUMINUM SUBSTRATE PER ANCHOR SCHEDULE BOLT PER ANCHOR SOIEDULE UNIT BY OTHERS • • • •••• •• • • • • • • •••• (1)09(2? •• I••• CUPS.PE • DETAILS Iva(' • THROUG • • • • y • 9 AND SHE 4 1••'•.•• • .• . • ' • • • FASTEN • PS TO • •• • NIT AND •• • AND PER' • • 1 -BEAM RAIL OR SMALL UNIT ANGLE DEPENDING ON CONFIGURATION ()ALTERNATE CLIP TO STAND DETAIL SCAM N.T.S. • SHEET 4 OF • • APPROVAL All other installation criteria shall follow the product approvals referenced above, as well as the minimum requirements of the Florida Building Code Fifth Edition (2014) as well as any jurisdictional restrictions that may apply. Except as expressly provided herein, no additional certifications or affirmations are intended. Thank you for your attention to this matter. s• C SU •.'�� EN '. Or .46549 * #PE0046549 I Cert. l , 9885srih2ap6e • Fra ENGINEERING 160 SW 'J! 6EMIE.'9'06, DEERFIELD BEACH, FLORIDA 33442 Pi'fq 05�41,\§3\4S0660 — FAX: (954) 354-0443 11/111111t071J s1NEERING EXPRESS.COM V.VA01LL111.4I.$YMM Mot COIDIl-0O1i 11 GV CERIYf*IcNi VPALYIOnr*1PA13TKE UI1D10o.