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MC-18-2510Miami Shores Village 10050 NE 2 Ave Miami Shores Village FL 33138 305-795-2204 Location Address Permit NO.: MC-09-18-2510 Permit Type: Mechanical - Residential. Work Classification: A/C Replacement Permit Status: Approved Issue Date: 09/25/2018 Expiration: 03/25/2019 Parcel Number 803 NE 91ST TER, Miami Shores, FL 33138 1132060050230 Contacts ALYSON SCOTTI 803 NE 91 TER, MIAMI SHORES, FL 331383217 (732)829-5166 Owner ALL YEAR COOLING & HEATING INC 1345 NE 4 AVE, FORT LAUDERDALE, FL 33304 (954)566-4644 Contractor Description: A/C CHANGE OUT OF A 3.5 YORK UNIT. Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee a• Technology Fee Total: $50.00 $2.40 $2.05 $2.00 $0.80 $86.50 $9.00 $3.41 $156.16 Valuation: $3,900.00 Total Sq Feet: 0.00 Payments Total Fees Check # 012601 Amount Due: Amt Paid $156.16 $156.16 $0.00 Permit Received By Inspection Requests: 305-762-4949 Inspections: Inspection Type Mechanical Final Date Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. AutPforized S's,:r.i' : owner / Applicant / Contractor / Agent Date September 25, 2018 Page 2 of 4 BUILDING PERMIT APPLICATION ❑ BUILDING ❑ ELECTRIC PLUMBING Q MECHANICAL JOB ADDRESS: 803 NE 91 TER City: Miami Shores 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) 76214949 Master Permit No. Sub Permit No. RECEIVED SAP 20 -zOl8 ' CC FBC 20P tic- t g- 26 I O ROOFING ❑ REVISION ❑ EXTENSION ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR County: Miami Dade RENEWAL ❑ SHOP DRAWINGS Zip: 33138 Folio/Parcel#:11'-3206-005-0230 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ALYSON SCOTTI Address: 803 NE 91 TERR Phone#: city: MIAMI SHORES Tenant/Lessee Name: Email: State: FL zip: 33138 Phone#: CONTRACTOR: Company Name: ALL YEAR COOLING Address: 1345 NE 4TH AVE Phone#: 954-566-4644 city: FORT LAUDERDALE State: FL Zip: 33304 Qualifier Name: GRETA B SMITH State Certification or Registration #: CAC058160 DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ 3900 Type of Work: ❑ Addition ❑ Alteration Phone#: Certificate of Competency #: Phone#: City: State: Zip: Square/Linear Footage of Work: ❑ New ■❑ Repair/Replace ❑ Demolition Description of Work: NC CHANGE OUT OF A 3.5 YORK UNIT Specify color of color thru tile: Submittal Fee $ Permit Fee $ Y--1) l'5.0 Scanning Fee $ Radon Fee $ 0— ' 00 Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revise d02/24/2014) CCF $ CO/CC $ DBPR $ O' Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $1G� - rim Boy ding Company's Nanie (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 no, be ap•roved and a reinspection fee will be charged. Signature NER or AGENT The foregoing instrument was acknowledged before me this 13 day of SEPTEMBER ALYSON SCOTTI me or who has produced identification and NOTARY PUBLIC: Sign: Print: EMMA HARRIS Seal: 20 18 by , who is personally • n to ************************ ********** APPROVED BY Signatur The foregoing in trument was acknowledged before me this 13 day of SEPTEMBER 20 18 by GRETA B..SMITH , who is personally known to me or who has produced as identification and wh NOTARY PUBL Sign: Print: E (A KRIS Seal: . .I. Notary Public State of Florida , tif Emma Harris Expires 08s1'on GG 249985 912022 p ********* * * ********************************************************* Plans Examiner Zoning (Revise d02/24/2014) Structural Review Clerk 9/12/2018 Property Search Application - Miami -Dade County Address , Owner Name Folio SEARCH: 803 NE 91 TERR • Back to Search Results PROPERTY INFORMATION Folio: 1113206-005-0230 4 Sub -Division: GbLDEN GATE PARK ADDN Property Address 803 NE 91 TER Miami Shores, FL 33138-3217 Owner ALYSON SCOTTI Mailing Address 803 NE 91 TERR MIAMI SHORES, FL 33138 PA Primary Zone 0900 SGL FAMILY - 1901:2100 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY,: 1 UNIT Beds / Baths / Half Floors Living Units 4 2/2/0 1 1 https://www.miamidade.gov/propertysearch/#/ 1/8 9/12/2018 ii Property Seach.Application - Miami -Dade County Y Actual Area Living Area Adjusted Area Lot Size ` 1 'Year Built Featured Online Tools 2,043 Sq.Ft 1,899 Sq.Ft 1,871 Sq.Ft 10,500 Sq.Ft 1947 Comparable Sales Non -Ad Valorem Assessments Glossary PA Additional Online Tools r ' https://www.miamidade.gov/propertysearch/#/ 2/8 1971 Date* /)\s oc_ Over 150,000 Installations & Counting! v Qui.cklottaItations v Top Notch Crew & Insteers ?Dq • 0. Contract Coll Us (888)373-1189 Contact Us info@allyearac.corn AbYearCooling.com VEstifnate W.h€reby specifications fort Equipment Installatidn 0 Indoor Air Quality El Other Ytat ...0111,4 far 11,10wUbndequpmem l'eteuiry te moth ate the ce ftice checked above in accordance with the ctandXons wet specthcationJ (kited in WI contract. Om notIncittele electeiPate+iideureess ctated. ame City Email It; AA .1 Pc 114 Eikl;..c% State r ZiP2.1?*..... Home Phone cell 131 82 Referred By .undates. Offtr%, ann *vow ions Ina SMS tem remaging. INFORMATION A 1 t'D NI 5 c f-I Address \l'O• '71a &le • Itnwki le to receive • a Menne from the President Ht. my name ts Tommy th, President of Al e r Confine. All Ye ar Cooling's a family business fr'rt'dedin 1973. Since day one easterner service has been our 111 priority!Please feel re.'"aerrIlime at tilk2toma—y,r:a-"Iraarm rny allphoAget • • System • Package Unit 0 Heat:Pump 'ErStraight Cool '0 Horizontal Application 0Other E0,11.0,1218.4.1",T Electrical Heat M ti Of Systems 0 Attic LeVert'cal Apokrmion Oat?' ,.7.1 Air Har.riter Breaker Wire Size Er Use Existing Breaker a Replace Breaker. 3 New Breakar Brand 0 Condenser Breaker Wre Size 11:elise Exrit.ng Breaker 0 Replace Breaker ,C: +,ec, Breaker Brand Electrical Disconnect Box: Prox dc.d by All:Year Coog Existing Electrical to Code 1 3. / 1..› pi .,.-,,- -.i.hel\11---..-e, , 1-11-7.4..Z../ 3ti.,e .3 .-",,4 ...*•*•f•a.n.O...I.orn...•••••...,..M.•.......t................,. — . - OTHER Elm -Line Float Sw:Ich Jype of Thermostat (Specific) Auxiliary Float Safety Switch 1. oi i6 ther Reststant Vibration, Isolation, Pad s 11 1 Year 1 Visit Maintenance Agreement \ Year Extended Warrants,' Lj 10 Year Extendedwarranty COM)ENSATI & . , ri New Condensation Pomp Pan: 0 Auxiliary Li Primary 0 SecondarY o Refrigerant Copper Liquid Line. Siae J0fREOPR ftzt Elj Refrigerant Copper Suct ion Line with insula tion. Size 0 Length of Run O Newor\islC1 0 Refrigerant Line Cover greLiabiiities and Workers' Comp for Our Work Performed with Existing Codes la. Mounting Hardware of Stand or Air 1dr.c3Spr ElrHurricane Code St raop1iig Subtotal Utility Rebate. S' Man. Rebate $ Misr' Credits_ t Total !Mies trnents Eitended Warranty $ Balance Due Extend Siab (-2-New Siab 71. Lift. MAMsAtICIRERSW4R(CANTIES •Conic(essor Years ,C.,anftenser Years :ars LaborLiiitht Years 1-,'Parts ) Years ear Meru* by Az. ',ear Coo rg or. w06.0srferintd, and manufacturer's war, anty co ectutoment ses .tatedbeirr6 Labor onmided by seller' et tilts nezion Is Mendy ttirce h Sun. ,4"!•WIN...W.SIMENTititEi*DOWN111115VOFA.WtAK:PEREC:MMEDP,...7:7-• 1 TERMS! Any financing must be arranged d hours prior to starting any work. Technician Upon Completion of Job. e''. ' qe i Ali Year Cooling RePresentitlyeS5-e ILItertseSCAC05$159,94CME1506X,L116711.08E000813, EROO12e03 •••••,.n.t. ft S s 4,3 $ _4)-e.)3/• $ /00 alance Due to .) 1 r, 'PA • 0 Yes MNo • Form • men 0 Cash a Check 0 CC 0 Finance ,/..4411b atst z Date. SEE REVERSE FOR TERMS AND CONDITIONS Scanned with CamScanner Miami Shores Village Building Department / 6050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 75'6.8972 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): _ 803 NE 91 TER City: Miami Shores Village County: Miami Dade Zip Code: 33138 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLIDCONCRETE SLAB ALL UNITS MUSTCOMPLY 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 ❑ NO 0 ARHI Sheet Attached: YES 0 NO ❑ Contract Attached: YES X❑ UNIT BEING REPLACED DATA NEW UNIT RHEEM MANUFACTURER YORIC . •_ RENB1408 AHU or PKG. UNIT MODEL # AE42CX2f ' • RAKB042JAZ COND. UNIT MODEL # YCG424': .; 7.5 • _ 7.5 KW HEAT 3.5 NOM TONS 3.5._;. • ,' AHU 4 0 CU 3 0 PKG 1) M.C.A AHU 4 0 CU 3 0 PK_ • AHU 45 CU 35 PKG 2) M.O.P AHU45CU35FJ,.• • AHU CU PKG 3)VOLTS AHU CU •RKG.. PKG UNIT / / PKG UNIT / ; i : 10 EER/SEER • Z7 • _ • YES NO X REPLACING DUCTS YES NO•X_ : YES NO X REPLACING THERMOSTAT YES NO X.. '. 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): 3. Voltage of Circuit (208/240/480): 208/230 4. Size Disconnecting Means: 25 A/H: 45..C/U: 35 • ••• • • • • •••. . • •• • • • • • • • • • • • • • •' Contractor's Company Name: ALL YEAR COOLING Phone: 954-566-4644 State Certificate or Registra'.n . CACAO 60 , Certificate of Competency N. Signature {qualifier's slg Date: 09-13-2018 •:•••• •• • •••••• •00000• •••.. • • ••••• •••.•• • ••••.•i. • • •••••• GERTIFIEE® www.ahridirectory.org This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2016. Ce ificate • f Pro uct "atings AHRI"Certified Reference Number: 8864541 Date: 7/28/2016 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: YCG42B21 Indoor Unit Model Number: AE42CX21+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 CONTROLS Rated as follows in�acco �d � ce�with AHRI Standard210/240-2008for UnitarysAir-Conditioniig"and se ir-'ource Heat3Pump Equipment and subject to verification of rating accuracy by AHRI-sponsor4d, i1icppenderit`third •• �-; •,: party testing:ia., 1 1 a,ww t i 1 1 ;\ 1 i 1 >_ 'k : •: '...., f Cooling Capacity (Btuh): 41500 t - +i -t f 1.;,31 illI(-JII_I Ij rt.4 i ) , .; :ii EER Rating (Cooling): 13.75 " '' •.. . " SEER'Rating"(Cooling): _ 17.00 . IEER Rating (Cooling): •• fit • •,`. ••• • • • ••1 • • • . •..• ... •••••. • • • • • • • . • •. • • • • •••.•• • . . . * 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.ahridlrectory.org. TERMS AND CONDITIONS This Certificate and its contents'are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on `Verify Certificate" link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. ©2014 Air -Conditioning, Heating, and Refrigeration Institute AIR-CONDITIONING, HEATING. & REFRIGERATION INSTITUTE we make Life better'" CERTIFICATE NO.: 131141936835910727 • 3/6/2018 Florida Building Code Online BCIS Horne , Log 1n User Registration Product Approval USER: Public User Hot Topics Submit Surcharge ' , Stets & Facts Publications Product Agproval Men, > :ar.dv^r, ->r 4I,pbo.nttCri Coo 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 z.gplication Us' > Application Detail 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 Anchors FL19731-R2 Revision 2017 Approved Miami Tech, Inc. 3611 NW 74th Street Miami, FL 33147 (305)693-7054 chris@miamitech.com Frank Bennardo frank@engineeringexpress.com FBC Staff 'CIS Site Map Links Search • • • • •• � •••••• •••••• • • . • Structural Components • • • • • • • i••••• ••••• • ••• • • • • • • • • • • • • • ••• •. •••••• • Evaluation Report from a Florida Registered• ••• rch ••it•ect or a L?cen9�d • Florida • •• •• •• • • = Professional Engineer;.i. Evaluation Report - Hardcopy Received). .. • • • • • • • • •• • • •••••• Frank L. Bennardo, P.E. PE-0046549 •••••• • ••• • • • • • . • • • • • • • . • • •• • National Accreditation & Management Institute 12/31/2018 Keith E. Lorinos, PE 1 Validation Checklist - Hardcopy Received FL.I�i'r"",.,'..1niafLit 104.11 1707.1 Product Approval Method Method 2 Option B • • • • • • •• • • • •••••• • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkihGk7804I92c6YL6Uk6KVCp17%2f2rbtsr46EQ%3d%3d 1/2 4, ze 3/6/2018 Florida Building Code Online •••••• •• • 000000 r • • •••••• • •• • • • • • • • . • • • • • • • • •••• ••••• • • • • • • •••••• • • • • •r • • • • •••••• • •• • • • • • • • • • • •••• •• • • • • •••• • Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary_of ProduFfs 08/16/2017 08/17/2017 08/23/2017 10/10/2017 I,FL # I Model, Number or Name 19731'1 Aluminum Tie -Down Clips, 1. Wide Description 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 82 11 Dwgj,pf• Verified By: Frank Bennardo, P.E. PE-0046549 Created by Independent Third Party: Yes Evaluation Reports FL19731 R2 ,At EvaI1,(Ldf Created by Independent Third Party: Yes 19731.2 Steel Tie -Down Clips, 1" Wide i Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1 Installation Instructions FL19731, 82 U Qg2p_df Verified By: Frank Bennardo, P.E. PE-0046549 Created by Independent Third Party: Yes Evaluation Reports FL19731 g2_ En Eval2.12.1 Created by Independent Third Party: Yes it rontart tl4 .: Warr Store, Road. Tallahassee Ft. 1239$ Phone: 850-487-1824 The State of Florida is an AA/EEO employer..Coy rght 2OD7-2013 State Of Fiarida. trial,. Statement :: Arcesslbllty Statement:: Refund Statement •Snder Figiida law, email addresses are public records. If you do not want your e-mail address released In response to a publIc-records request, do not Send electronic wasp tc this entity. Instead, contact the office by phone or by traditional mail. 1f you have any questions, please contact 850.487.1395. `Pursuant to Section • 455.275(1), Florida Statutes, effective October 1, 2D12, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have irip•T♦vrsnails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., • • • • • • s please click • • • • } Product Approval Accepts: • • • • • • • • •••••• • • • • • •r, • • • • • •• :Greg:; Cakl Safe'.. ChCl'hS fiiiitCs -Awil hops://www.floridabuilding`org/pr/pr app_dtl.aspx?p'aram=wGEWQwtOgtvA%2bxmzklhGk7804192c6YL6Uk6KVCp17%2I2rilsr46EQ%3d%3d 2/2 Substantiating Data: • PRODUCT EVALUATION DOCUMENTS P.E.R.T. 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 74thSt 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) Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 61 G20-3.005, F.A.C., for statewide acceptance per Method 2(b). The product noted abbve has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition (2017) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code mod cations or revisions. • • •. • • . • • •••. •. . ...... • .••... ••.•. •••.' • • . Drawing #15-2786b titled "Mechanical Unit Steel Tie -Down Clip: At Grade and Roof-Top,Moj ted .. • Applications", sheets 1-6, prepared by Engineering Express, signed & sealed by Frank I...darufardo, P.E. , • are an integral part of this Evaluation Report. .... . • • . .• • .. • •• •••. .• • • TEST REPORTS • • Ultimate test loading structural performance has been tested in accordance with Florida 'Blinding Cods. . 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. \` 11 111 • STRUCTURAL ENGINEERING"CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Allowable Unit Width 2. Maximum Allowable Unit Height 3. Maximum Allowable Unit Surface Area 4. Clip Configuration and Anchor Spacing 5. Anchor Capacity for Various Substrates 6. Raise ¢L ihgeae a.� aenna 4-049 Maximum allowable roof -top heights for various installation winid'sl}e No 33% increase in allowable stress has been used in the design of this product. 160 SW 12TH AVENUE SUITE 106,'DEERFIELD BEACH, FLORIDA 33442 PHONE: (954).354=0660 - FAz: (954) 354-0443 ENGINEERINGEXPRESS.COM •..y.• • • • •.•••. • • ••••.. • • •..•. • • ..•.. •••••. • OOOOO• • • ..•••. • • V!HiPECTSILt•! W" TEM. C"!D TELOW" CIiCFAFFtJTtl•trvFbplt Ft IEMIHni.OGFVyRMH1iDDC ENGINEERING EXPRESS® August 15, 2017 Miami Tech, Inc. —'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 (Le. engineering drawing). r Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of. the material specified in the Product Evaluation Document (i.e. engineering drawing). r F > 1 Limitations & Conditions of Use: • • • •Use of this product shall be in strict accordance with the. Product Evaluation Document (i.e. engineering • pawing) as noted herein. ...... • • . • • • Isuppt,rtinyhost structures shall be designed to resist all superimposed load's and shall be of amaterial • . •• • ks ...... • • ted in to products respective anchor schedule. Host structure conditions which are not accounted for • in this prbtiticfs respective anchor schedule shall be designed fot on a site -specific basis by a registered .▪ ..... • . •prpfessiortal engineer. 6 ..... • • /III compoaerdswhich are permanently installed shall be protected against corrosion,. contamination, and ..... • • • other suche an*age at all times. I •.•. , , • • •This prodOeClijibeen designed for use within and outside of theHigh Velocity Hurricane Zone (HVHZ). • ..▪ .... . • • • • • • • . • ...... . .. • •• • • • . • • 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM rr+aut:^• it;.vs�twt,>an apK+:r°zss cwv::iG:Wr rv.z+a/.swwN` Fec aP4+1ari4 nscr:+f;ktiaaa:x MIAMI TECH, 'INC. MECHANICAL UNIT STEEL..TIE-DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 61 4 LONG CLIP FUtTTENCD cD6NN LONG CLIP MT.S.. PLAIT ENED STEEL TIE -DOWN CLIP lALL OTHER CUPS SIMILAR VARYING LE N0t4 ONLY ••• • • • • • • • • •• • •• • • • ••• • • • 08" LONG CLIP•• • N T.S. PkATTEHE' • • J 1 ^•v j • • • • • • • • -• • • • • • •• • •• •_-•]._.�_. • •• 1..4 •: • ••• 1(;" 2.0114 CLIP• • N:Tt. • • FLJ'1"15 •: • . . • • • •• • • • • • • • • • • • • • • • • • ••• • • • ••• •- • • •• • • • ••• • • •� • • `' • • ••• • • • • • • • • • •• •• T I € Tr. 12" LONG CLIP N.T.S. rim YENEU DESIGN NOTES: =• 1. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ANLSS40001770. AND THE FLORIDA BUILDING CODE SIXTH EDITION (2017) FOTOIMI '•. yT�'NT13F A. WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE A ?t^71'I� INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DEi ' ..i, CRITERIA USED TO CALCULAI t DIE ALTOWABLE ROOF -TOP HEIGHTS Vt /r A. AND SECTION 1620'15, , FOR HVHZZ CONSIDERS FBC SECTION 90 WITHIN THE I1VIIZ 2OUTSIDE THE HVH , / I (GC,)ypH.1.5 FOR ALL LOCATIONS (CONCURRENT). 2. ALL OTHER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. 3. THE HEIGHTS LISTED IN THE 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 33-1/3% 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 t15-6206 BY FENESTRATION TESTING ..I......TIO..... LABORATORY, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL IHUNI A. 11H3•(4R0Q. P,6 6'49_ :` '- BY THIS ENGINEER SHALL BE PERMITTED. STEEL CUPS SHALL BE ASTM A653 STEEL WITH Fy-33 KSI OR BETTER STEEL MEMBERS SHALL BE PRO1 EL. feu AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90-RATED 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 07DE • ASCE 7.10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE 2. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNFIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. AMMECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE. ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. .3. FASTENERS TO BE B10 X %" 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 HOST SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 4. ALL CONCRETE SPECIFIED HEREIN 15 NOT PART OF THIS CERTIFICATION. A$ A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4' MIN. TIIO( AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 5. THE CONTRACTOR 1S RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 6. ELECTRICAL GROUND. WHEN REQUIRED, TO DE DESIGNED .6INSTALLED BY OTHERS, - . 7. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED 8Y THE ONSTE DESIGN PROFESSIONAL AND 15 NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. B. THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALT PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 9. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RISPONSIBILIT' OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURETHATANY REMOVED LIR ALTERED WAFERFROOF3NG MEMBRANE IS RESTORED AFTER FABRICATION AND 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 INSTALLNG CONTRACTOR. 10. FOR AN EXPLANATION OF EXPOSURE AND RISK CATEGORIES THAT ACCOMPANY THE VuIL WINO SPEEDS USED IN THIS APPROVAL SEE SECTION 26.7.3 OF ASCE 7-10. -r. • • • • • • • • • • • • • • • • • • • : • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • DO ( • - • • * • • • _ • • • • • • **** • • •: • •• • • • • • " • • • • • • • • --t...". •..., • • 6,. • • ••• • • • • - * • • • •• • • • CUPS • • • • • • •• • • • : oe • • • 00000000 • oo • • • 0000000 • • oo • • o • • • • • • • • • • 3 MAX Yp tiP fr.:7A CONNECTION TYPE CI uotIZE (I) AT EACH CORNER FOR A TOTAL OF (4) PER LINN_ NPTEt...14!-Li9!.1/4•RttiCa, KA CUP-17-4VA .o" ALTERNATE CUP LOC_ATION, SEETE A1PAGE 3 DLN3 ".• 6" CL1F - CONNECTION TYPE. C2 I`XF,'2 CLIP - troun (2.) AT EACH CORNER FOR A TOTAL. OF (R1 pER N1r NOTE;_R4SSitARIEIPAALE,..F.211.CLI,P 4: A=0, -....irioiE: ste Ait6i6#1 ro Ho5r SCHEDULE roR Au COOP DISTANCE TO ANCHOR 1 SPACING LIMITATIONS. SEE PAGE 4. B .7, • x • ; /12: CLIPS ,,•.„.,„„:,1•YP: 3 CONNECTION TYPE C3 • 2."xI t UTILIZE (11 AT EACH CORNER FOR A TOTAL OF (flpgitoit twit ALSO RintocAst,t rat tiffs Er a 10" LONG N ' 4 \ ALTERNATE CuP' ,‘ 31: — LOCATION,' .2.1 OETAIL 3/3 . \\ " : ',.. •-, 3" MAX.:.. CONNECTION TYPE C4 1"X12' CUP - UTILIZE (2) AT EACH CORNER FOR A TOT NOIE: ALSO APPLICABLE FOR EWES Er A ar toNg. OF x , Npe...06,,i.......„ _ -,:_3.....,„- o 6...!. -, :..• * ' *., STEEL TIE -DOWN CUP z ux&eR • x N " 6 r r E E KAMM• 15-2786b Cali MIS. TABLE 1 PERMISSIBLE INSTALLATION HEIGHTS: Vult=175 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY 11 STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE (HYHZ)• I 5155 CATEGORY II M PER ASCT.T•10 ... :.._ ......:........ ALIOWAULE ROOF -TOP HE'SGktl,_(11 TIE.00WH CONFIGURATION TYPE SUREACE AREA OF UNST UNIT UNIT'S LARGEST . HEIGHT WIDTH' FACE 29'"MAK- ( TS" 9 fT' , 36" MA8 27" MtNti 4 FT' 12 FIE 6 FT 20FT 26 IT 48"-MM 34' MIN 60' MAX 48" MIN: C1 a ODt. A F7 N/A H11SfE N/A AT GRADE AT GRADE N/A NIA + 6:FT'- _ N/A N/A AT GRADE. AS 6RA0£ 1200 FT, H434FT _ AT GRADE ` ,, 200 F ' N/A H 100111 N/A H 5IS ET N/A AT GRADE N/A - AT GRADE l N/A: ' ' NIA •THIS TABLE 15 PERMISSIBLE 10 BE USED WITHIN THE HVFQ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES,. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUN1MLY. TABLE 2 PERMISSIBLE INSTALLATION HEIGHTS: Vult=175 MPH, EXPO (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)•) RISK CATEGORY II 15 PER ASCE 7-10 TABLE 3 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY 11 STRUCTURE") RISK CATEGORY 1115 PER ASCE 7-ID MAXIMUM 'SURFACE AREA UNIT UNIT OF UNH'S ? HEIGHT WIDTH LARGEST FACE 6Et° 29h, L15 RR_µ .9i1' 5 56k1 17141:• 4 re ---1 48In 36 ht I ,•, 6E4.' :....AB xi 36 in 9#0 48to 36t• ."..,12 ft' 48 lR 36 In 1611 1. .481n 36-4 .:_.20ft' 6011 481n 25R -: 60in 48 &t 30 Ft' 66 M 4E w ALUM CI AT GRADE. _. AEGRADE;�._„_ 52U0 FT If 530 FT AT GRADE. N/A. N/A N/A" N/A. N/A C3 FGH1 E4 ATGMDC 5,2E011 _._ AT GRADE s 20U FTC:.} . MAXIATUM. SURFACE AREA OF UNIT'S LARGEST FACT.-.:- 5FT" 9 FT; 12 E7 ......... xE Fr' 26 FT' 30R'' 36 F7 UNIT HEIGHT UNIT WIDTH If4 4 ALLOWABLE ROOF -TOP HEIGHT (N) TIE -DOWN CONFIGURATION TYPE C1 I C2 C3 C4 AT'GRADE. H52E70 F'T { N/A ( H€140F7 N/A H52W FT_I HSBO FT I HS200 FT' H4140F1 H5200FT AT GRADE Hs200TT AT GRADE I IT ZOO FT N/A t €16017ATGRACE H4209Fi N/Ai H530 FT N/A HS40 FT N/A AT GRADE N/A ATGRADE I- N/A AT GRADE N/A AT GRADE N/A N/A N/A N/A .THIS TABLE IS PERMISSIRLE TO BE USED WITHIN THE HVIQ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES.. TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: Vult=17OMPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE••) RISK CATEGORY 11 IS PER ASCE 7-10 r EL. 291n IS In I _ AT GRADE Et' 36 rti 21 Ins N/A Oft' I 48}n L36 in. S120 Fl 62EI0 FT'. 1 H540 FT 42DD FT 6ft'.. Os in 36 h1. 1. A7GRAEJE- 6200FT ATGRADE 5200 FT 9tt 481 36i i N/A S&M Ft_ N/A 1140 ET I, 12 N 48 AR 36 In ,_ N/8— W. 15E1 N/A H43DE'T _I:> 16 ft 48 In 36 p1 f NIA, AT GRADE N/A A7 GR/�s�.,,,.--J 20 R' 6010 43 3n NJA AT GRADE I N/A AT GRADE • • • • • • • 2S ftT Cr0 n 1 48 Mn ' NIA: • • NIA NIA AT G�tAOE • • • • • ]O N.. 547» 1 4E in NJA NIA ...:N/A NM?•...,....�• • • • ••• ••30 t[r 6D Mrt I 48 in NM . •• ••. •• •• • • ••• ALLOWABLE INSTALLATION ROOF HEIGHT ,...... ..._FI TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNITS LARGEST;CACE. 6 ft' • ••• • • • • . • • • • • • • • •. . • •16 AN EXAMPLE, y4ESt�TABOES ARBIPERMISSIBIF Tp BE USED'RITHIN PALM BEACH COUNTY, CHECK WITH LOCAL AUTHORITY w6 LNG JUR CRION •OR THE MPL'11i',•'RI1UTY et THINE TARIES WITHIN CERTAIN FLORIDA COUNTIES. • • • • . • •• • • • • • • • • .•. • • • • • • • • •• ••• •• "• •• •.• • ••••.• € 20071 S 2WFT 520DET €20D FT AT GRADE HS4011 N/A AT GRADE AT GRADE N/A Fyh N/A N/A N/A N/A C4 FT FT 5200 FT.... € 26011 It 5 60 FT 41' GRADE AT GRADE _ N/A _:E1/A l STEEL TIE -DOWN CLIP 5 • • • • • • • •. �•.' •• •• • . • • • • • • • •• • • • • • • • • • ••• • • • • • lk • • •• • • • • • • • •. - •• . •• TABLE 5 PERMISSIBLE INSTALLATION HEIGHTS: veij11404pH, EXPOSURE IS ."TABLE 6 PERMISSIBLE INSTALLATION HEIGHTS: Vult=140 MPH, EXPOSUR • • 1 (FOR 115E WITH A RISK CATEGORY II STRUCTURE*”) RISK CATEGORY II IS PER AXE 7-10 • MAXIMUM SURFACEAREAOT- • UNIT UNIT" IINIT'S LARGEST 11E10H1. WIDtH, FACE 6h' 29Ln Min 48 in 48YI ,. 9 R 481n 12N ' — 46i 6ft >..174-8 20ft' t 60in^ 15In 27 in 36in 36 in 361n ., 36in 36 In 48 1n 481 411 48 In Hs30"F1 GRADE. ATGNADE. 61GOFF N%A 11160 FT AT GRADE• ' N/A • 14530 FT ., ......_N �.�..w.w N/A ...... Li515 FT /A• •• • • • (FOR USE WITH A RISK CATEGORY II STRUCTURE•" ( RISK CATEGORY 11 1S PER AXE 7-10 • ._.._.. - :......,. • • •,.. • • • •' •• • • • • ALLOWABLE INSTALLATION ROOF HEIGHT • • �..� • • • • • • • • ? ALLOWABLE INSTALLATION ROOF HEIGITT TIE-0OWN CONFIGURATIONTYPE • •� ,•• . • • • �, • TIF.DOWN CONFIGURATION TYPE ' • CI CI C9 • • • c4 • ' • • • • • • SURFACEI AREA OF (' UNII UNIT {1t r UNIT'S URGES! HEIGHTW10TLi11 CI FACE j i , I 5.140 FT i' 6t5 1 5100F7 I„' 5)O0 911' 361n 27in I HolIEl i 521:19FT '"'p Hs30FT i ii" 5200fT 4(N _411m 36 in s290 FT 5200 FT S200n I _'g2W F(_. L.. ...... ._.._....._. __..- - ; �Rw�• ( 52f10 FT fill (.. 48 n 36 in 32(10 FT 52dT FT s 52t10 F7 s 200 FT .... s 120 FT L.:.. 57IXI17 ¢ ti 9k ..... 1 48 in 36in H515 FT 1 5209 FT. ...y m H540 FT • 'S2llOn H 040 9TT 5 200 fl 12 tt' ry 51541 .,, __.S2L�4 i'1 16 W 1 AB 1n 36 in 1 NJA ! 5 350 F7 • At GRADE 1 5200n s26D FT 20 to . ` 60. 481n N/A 11540 FT N/A 1 580 FT 5itioa_ i n 25ft I G01111_. I 48 in •N/A __ HSISFT N/A. ( 41530FT b H S d@ TT-» 30 41 .60In a8 in N/A ' AT GRADE ... N/A;.. AT GRADE H5150 ? 3611. : 606t 1 48 in 1: N/A AT GRADE 1 N/A; AT GRAM a. • ••A5 AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES.. TABLE 7 PERMISSIBLE INSTALLATION HEIGHTS: Vult=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE••') RISK CATEGORY 1115 PER ASCE 7.10 MAKiMUM SURFACE AREA Of j UNIT LJNIT'S LARGEST HEIGHT FACE 1611'"�.; 29in. �4 R' 36in Oft. .....1_. 48 in ..... 6 ft'" 1 48 in aft $�, 48 in 2 fta .:.._... I 48 40 ,. 48 in 6061 , 60 n 39 fti 1 ..,so in 16M 20 Fe �25 N _.._36it* s 200n 4' CI At GRACE. AI GRADL s21XTl7 36 in ATGRAkE 36 in AT GRADE 36In ...._. N/A. r 48 in N/A, 48 in N/A ,......••. 464n "N/A' 48 in 1 36 in I AT GRADE I S 20D FT AT GRADE 5 200 FT - ALLOWABLE INST4L1A1R1N AOFJF HEIGHT µ...wTIE•DOWN CONFIGLIRAT60N TYPE: t2 C4, AT GRADE, i 5200n 5209FT 52TK711 5.180 FT•........::::........._5 200 FT;...L...... 11515n 5200 FT AT GRADE. 5,200FT.' ......___ s I'.»..._5120 FT.�:. MIFT NIA Hs1SF1 N/A 1. ...".1 ...it 540 FT" AT GRADE 1 N/Ai AT GRADE. .. AT GRADE N/A AT GRADE FI/A NIA ...... AT GRAPC.......1 +`r C2 E4 4 STEEL TIE -DOWN CLIP ENGINEERING EXPRESS° 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 nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been or will be prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Respectfully, Frank L. Bennardo, P.E. Frank L. Bennardo, P.E., In FL PE 0046549 Cert of Auth #9885 ``���I1EF1lf/l�s BEN No E0046549 •.•• • •, • ••• .••:' •• • • •.•... • • • ••.J.. ...... • •..•. •• • .....:} ••-•' • . •• •• •• "•��• •.... 1••••• ..• • •, •..- OOOOOO OOOOOO •• • • •• • , • • •..••. •.••-. • •• • • •• • ••-..; • •. • 160 SW 12T"•AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM rfCROLC7.5.77M Nw1TE(N CYtD TldOMM CU. aAtiCAtaewwoV ETc UDMV,IS41101MEIRIflatD0G • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MAXIMUM UNIT 'HEIGHT (SEE DESIGN SCHEDULES) c 1`33`x3e OR 3'NS`Tc3;,," SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL AIA FOR ALTERNATE CLIP ATTACHMENT WHEN ANGLE TS NOT USED CONNECTION TYPE Cl ATTACHMENT TO STAND CUPS MATO NI • • • • . • • • MAXIMUM UNIT • • ,,,,,• • • • • • • • •• • • • H• • • EIGHT (SEE DESIGN -311 • • • , • SciiComEs) '0., ••• •• • • A • • • , •-,..... • • • • • • • A •• • •• :46 i• •—• .• • • • • ;12' CLIPS t • i• ••• +,•• • r • • 4 MAX 34.TYP, '',',:,,,„,:=?•- , ,`,-3,x3'xV` OR rx.rx3(6" SMALL IJNIT ANGLE Al IACTIED PER MIAMI TECH / STAND NDA, SEE DETAIL NA • MR ALTERNATE CUP / -..7.0,-,..- ATTACTIMELEI WHEN ANGLE IS NOT 'USED CONNECTION TYPE C3 UTILIZE (I) AT EACH CORNER FOR A TOTAL OF (5)pERLIATI, Nom Nv,,c)* APKICANLE MR CLIP 4* LONG MAXIMUM UNIT HEIGHT (S(E DESIGN SCHEDULES) - 33*x5i." OR 3')cS'xiie SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOEL SEE DETAIL MA FOR ALTERNATE CID. ATTACHMENT WHEN ANGLE IS EIDI USED CONNECTION TYPE CZ rxe CUP - MIZE (2) AT EACH CORNER fOR A TOTAL OF (E) PER UNIT NPIT,L,A)--59INEETA4±1,4„EQ&ME_I- 10N5 r14.99 Nt911.9192A.P.E iktl,,,K9 9 Nu PEOORn549 * --- ,,- • ' , ,-,=(,'"' DETAILS CI TR 41i rorm r L F • • * 3;e:;.......1-.....:--.,-- ,,,, , c4 AND SHEET4 A. ',I-4 orzyty‘ rTILE: `• = I y 0 I 1 / */' .:L.SNA,,'".. • - - • a 0 ,i , , 7 ',,,-;; °NAV. • • • • ..-,,, ob:, .,,,, , / ,- db. FASTEN CUPS TO UNIT AND STAND PER SHEET ! 4 I•SEAM (1. l*N12LET_Ip - UTILIZE (I) AT EACH CORNER FOR A TOTAL OF 4) PERMIT • NOTE: ALSO APPLICAOU TOR CLIPS 8` ID P LONG. MAXIMUM UNIT [HEIGHT (SEE DESIGN SCHEDULES) [. . NOTE; SFE ANCHOR TO tfOST SCHEDULE FOR ME EDGE ' Nts-rANCI TO ANCHOR SPACING LIMITATIONS. SEE PAGE 4. __— -------„, rit.3.4-r OR 3.NSNx.3(4* SMALL UNIT ANGLE ATTACHED PER IMAM 'TECH STAND NOA, SEE DETAIL A/A ros AVNIANNTr ATTACHMENT WHEPi ANGLE IS NOT USED • • • • ;It \ ALTERNATE CLIP TO STAND DETAIL Al SCALE. SI /32" CUPS 0 CONNECTION TYPE C4 w STEEL TIE -DOWN CLIP 15- 1,7X127 WI!: UTILIZE (2) AT EACH CORNER FOR A TOTAL or 01PC:A wig N9Ig.;.19,..P..AeNce.4.4k.f.PRSPP,§„.#7. kW. kuNG 3 r 6 z 8 0.07" THICK ASTM A653 STEEL, TYP. (4)-$10 S5 410 SELF DRILLING SCREWS FOR CLIPS LIP TO 6" LONG. UTILIZE (8)-410 SS 410 SELF DRILLING SCREWS FOR CUPS LONGER THAN 6", TYP. •FOP. ANY CLIP LONGER THAN 6" UTILIZE (8)-110 SS 410 SELF DRILLING SCREWS. TYP. 11`14 HOLE, WITH `ANCHOR FROM CUP ANCHORED HOST SCHEDULE, TYP. ( 1" CLIP ISOMETRIC DETAIL 4 j N.T.S. ISOMETRIC. `ANCHOR TO HOST SCHEDULE: fi SUSSTRATE . DESCRIPTION • r (1)-1M"0 STAINLESS STEEL 410 (10) CONCRETE: ULTRACON, I)" EUU. (4' THICK MIN, EMBED TO CONCRETE, 215" 3000 PSI MIN.) MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY - ADIACENT ANCHOR. (1)-414 SAE STAINLESS ALUMINUM: STEEL BOLT 410 WITH NUT (0.125" MIN. AND WASHER TOP& THICK, 6061-T6 BOTTOM SS OD 1", I5• MIN. ALUMINUM) MINIMUM EDGE DISTANCE TO METAL EDGE (1)-414 SAE STAINLESS STEEL: STEEL BOLT 410 WITH NUT (0.125" MIN. AND WASHER TOP l THICK, 50 KSI , BOTTOM SS OD 1", IS" MIN. STEEL) -MINIMUM EDGE DISTANCE TO METAL EDGE MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063•T6 MIN. ALUMINUM SHEET WITH Fty-30 KS!, 0.125 ---� MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy-33KS! MIN. STEEL, GRADE 33. 2264 MIN. (t-0.0299") 1. EMBEDMENT AND EDGE DISTANCE EKCWDES FINISHES, IF APPUCABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3.. ENSURE MINIMUM SPACING TO ANY ADJACENT AN010RS, 4., SEE DETAILS ON SHEET 4 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. 5. PROTECT ALL METALS FROM DIS5IMIIAR METALS GENERAL NOTE s5 0.07" THICK ASTM A653 STEEL CUP, TYP. A -A .. (4)-410 SS 410 SELF DRILLING SCREWS FOR CUPS UP TO 6" LONG, Ur71I7F (11)-+10 SS 410 SELF DRI W NG SCREWS FOR CUPS LONGER THAN 6". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP,. //'.. BSTRJ,7 1" TIE -.DOWN CLIP ANCHOR DETAIL ANCHOR PER ANCHOR --SCHEDULE. SEE DETAIL A -A FOR TMRUBOLT ATTACHMENT SUBSTRATE PER ANCHOR TO HOST SCHEDULE (VARIFS) 'DETAIL.' CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. UTILIZE (2) CUPS EA SIDE OF UNIT• FOR A TOTAL OF (6) PER UNIT eff "• . ••• ••• •••• •• ••_ • • •..,,,..,, • • •......: • • • • • • � AOE&NAI'L't8) t LIP'DETAIL • ANCHOR SCHEDULE STEEL OR -_.ALUMINUM SUBSTRATE PER ANCHOR SCHEDULE MAX MECHANICAL UNIT PER SEPARATE CERTIFICATION HOST SUBSTRATE SEE ANCHOR n TO HOST SCHEDULE TYP. N.I.S. THIS DETAIL MAY BE USED AS AN AL PA FF((,1�OOR AjL CONNE R ••• •• CU YEA 1CORNER FOR • • . • • • ••• . • • • • • • • • •• •• •• •• • ,PLAN 'VOE W TE GEOMETRIC T UTILIZE (2) 0008) CLIPS PER UNIT. • •.• STEEL TIE -DOWN CLIP • ••• • • •• • • • •• • • • • ••• • •• • • • • • • • • ••.•• • ••• •• • •• ••• .af (41 G .1 m.1•••,::. xmmsmaa• 15-2786b SCAM N.TA: 4 1.. 1.