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MC-17-2824 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-293084 Permit Number: MC-11-17-2824 Scheduled Inspection Date: March 13, 2018 Permit Type: Mechanical - Commercial Inspector: Perez,JanPierre Inspection Type: Final Owner: GONZALEZ, HELEN Work Classification: A/C Replacement Job Address:1553 NE 105 Street 2-9 f Miami Shores, FL Phone Number Parcel Number 1122300530680`/ Project: <NONE> 1 Contractor: ARCTIC CIRCLE AIR CONDITION SERVICES CORP Phone: (305)904-2867 r Building Department Comments AC,CHANGE OUT 3 TON Infractio Passed Comments INSPECTO OM EN False Inspector Comments Passed Failed r Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. i j March 12,2018 For Inspections please call: (305)762-4949 Page 10 of 44 Miami Shores Village Building Department RECtIVEEiFE626 p 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 1 16 Tel:(305)795-2204 Fax:(305)756-8972 ( `- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2011; BUILDING i Master Permit No.M l 1—2BZ4 PERMIT APPLICATION Sub Permit No. ❑;BUILDING r-� ELECTRIC ROOFING REVISION F--j EXTENSION RENEWAL t PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP IDS DRAWINGS JOB ADDRESS:_ 1553 NJ E 1 S S+T-C-6— Ubk-. Z— 9 7 City: Miami Shores County Miami Dade Zip: 3332 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: `Construction(Type: Flood Zone: BFE: FFE: ' OWNER:Name(Fee Simple Titleholder): �'rh C'0V1701'CZ Phone#: JC1 10 —(471 Address: ISS3 N4� ( 0S S�-"'6- Uy\;* s7 City: V G�'M-% SY b"R State: Q 0,-j a Zip: 3-,3 b -Tenant/Lessee-Name:— ------- — _. __,_-_ _ ...,_.._.. ___.___.._ _ ; _---- --._ --Phone#- .___-_ _-- i Email: CONTRACTOR:Company Name: i �� ` ►�t2 A• hone#�� 0 '��aCXF Address: City: ate: FL Zip: n3i. Qualifier Name: � —� /� I'b Phone# ) `704r"'zp6� State Certification or Registration# y Certificate of Competency#: DESIGNER:Architect/Engineer: ' ` Phone#: Address:, City: State Zip: Value of Work for this Permit:$ � � ���� • Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New t ❑ Repair/Replace ❑ Demolition Description of Work: ari ' c o n Specify color of lco/or thru ile: t' '�' Submittal Fee$ _''� ty v3 r1 permit Feed'$".�` ' CCF Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$; Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 110 . C- (Revised02/24/2014) I / 1 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address- City ddressCity 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. 1 "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 commence Ment'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. A, Signature '1Signature . DOWNER or AGEN `\ �,, CONTRACTOR The.foregoing instru ent was acknowledged before me this i The foregoing instru e t as acknow�lledged before me is �.. , rG( �y ! t t y..: Z 3 day of ' 6 �r-1v 20��by 2, da of - UQY 20 b CYl OY1ZGI'e7 ,A is personally known toy / l� &is personally known to me or who has produced �) '('1 V'2y i 1 C�V�S`P as me or who has produced �� 119t-� L? as IL-1 fiLd 61UHo did take an oath. icientitication and who did take an oath. NOTARY PU LIC: NOTARY PUBLIC: Sign: b Sign: Print: Pir`e. Print: I L.0 C t Seal: YANADYP ETSeal: �Y��li Jacquciine Rivera � Y p ;, .MY COMMISSION#FFO 214Q31 ° WIVIMISSHON FF156630 ^; ?o EXPIRES:March 25,2419 ? = EXPIRES: Sept. 3, 2018 APPROVED BY VPlans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t �xC C1� 4 ARCTIC CIRCLE AIR CONDITION 13991 SW 144th AVE STE 301 Clp� Miami, FL 33186 + ,.a Arcticcircle@live.com CAC1817983 305-904-2867 CONTRACT Contact Name: HELEN GONZALES Date: 2/4/2018 Contact Number: Project Name: CHANGE OUT SYSTEM Project Address: 1553 NE 105 ST MIAMI SHORES, FL 33138 WE HEREBY SUBMIT THE SPECIFICATIONS FOR THE CONTRACT AS FOLLOWS INCLUDES: - NEW SYSTEM GOODMAN 3 TONS 14 SEER( INSIDE,OUTSIDE&ELECTRIC HEATHER) - NEW METAL BASE( INSIDE AND OUTSIDE) -NEW RETURN BOX INSIDE HOUSE(FIBERGLASS) NO WOOD(TO CODE) - NEW THERMOSTAC( DIGITAL NON PROGRAM ) -WATER DIVICE PROTECTION ( FOR WATER)TO CODE -NEW WATER PAN UNDER TO INSIDE SYSTEM (TO CODE) - LABOR+WARRANTY(10 YEARS IN PARTS BY FACTORY)1 YEAR LABOR(BY ARCTIC CIRCLE) -CRANE SERVICE - INSPECTIONS OF CITY(WAIT FOR INSPECTOR) DOES NOT INCLUDE: -ANY WORK NOT UNDER THE SCOPE OF THE A/C LICENSE WE HEREBY PROPOSE TO COMPLETE THE JOB IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS WITHIN THE TIME FRAME OF: 1 DAY Payment to be made as follows: Total: $2,956.00 SO%TO BUY THE SYSTEMS 50%WHEN SYSTEMS ARE INSTALLED Note:This Contract may be withdrawn by us if not accepted within 30 Days. ACCEPTANCE OF CONTRACT The above prices,specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the work as specificed.Payment will be made as outlined above. NAME&LAST NAME: HEL N NZALE DATE OF ACCEPTANCE: SIGNATURE: 1 r f gt►�,R,a�S. Miami Village Shores auto "" Building :Department 10050 N.E.2nd Avenue 1 Miami Shores,Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit Nr MC-11-17-2824 Owner's Name (Fee Simple Title Holder): HELEN GONZALEZ Phone#:305.970.6474 Owner's Address: 1553 NE 105 ST UNIT 2-9 City: MIAMI SHORES StaLe: FL_ Zip Code:33138 job Address (Of where work is being done):1553 NE 105,ST UNIT 2-9 1. City: MIAMI Miami Shores 33138 State:—Florida Zip Code:33138 Contractor's Company Name:. ALL YEAR COOLING AND HEATING Phone#:954-566-4644 Address: 1345 NE 4TH AVE City: FORT;LAUDERDALE State:FL. Zip Code:33304, Qualifier's Name: GRETA BSMITH Lic. Number: CAC058160 Architect/ Engineer of Record Name: Phone#: Address: -. City: — State: Zip Code: DescribeWork: NO WORK WAS COMPLETED AT THE;HOME NEED PERMIT VOIDED PLEASE hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to.complete the:contract; I-hold the Buildin i and the Miami Shores harmless of all legal inv emen Signature Owner or Agent Contractor or DeG>;► The foregoing ins((��ument was aknowledged before me The f regoingr in rurner t was aknowledged before me this&day of 70_,20 by_ r1 '�Z this 02 day of 18-2017 20 by GRETA B SMITH Who is personally (known to me or who has produced who is personally known to me or who has produced 1�'C1�)'Q as indentification. DIMITRIUS DANIELS as indentification. Nota' Pu lic: No i t S . Sign: Seat: Seal:. IELS bIM-TRfl35'P''�Ff 17s�2e YANADY PRIETOP1REg t MY COMMISSION#FF 271' EXPIRES:March 25,2019 ..,,. Bonded ThN hbfar/Public IWOrl rfer 4f, i Permit,NO. NIC-11-17-2824 a��SHSRes i,� Miami Shores Village Permit Type:Mechanical-Commercial 10050 N.E.2nd Avenue NE"" Per In ; Wo[k Classification:A/C Replacement '� Miami Shores,FL 33138-0000 p@r7 jt Status:A[�PR APPROVED " * Phone: (305)795-2204 FSO RIDA issue oate:12/512017 Expiration: 06/03/2018 Project Address Parcel Number Applicant 1553 NE 105 Street Number: 2-9 1122300530680 Miami Shores, FL Block: Lot: HELEN GONZALEZ Owner Information Address Phone Cell HELEN GONZALEZ 1553 NE 105 ST#2-9 MIAMI SHORES FL 33138-2115 Contractor(s) Phone Cell Phone $ 3,00 0.00 Valuation: ALL YEAR COOLING&HEATING INC (954)566-4644 Total Sq Feet: 0 Tons:3 Available Inspections: Additional Info: Inspection Type: Classification:Residential Final Approved: In Review Review Mechanical Comments: Date Approved: : In Review Date Denied: Type of Work:AC CHANGE OUT 3 TON Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 DBPR Fee Invoice# MC-11-17-65771 $2.00 DCA Fee $2.00 11/29/2017 Check#: 11133 $50.00 $72.80 Education Surcharge $0.60 12/05/2017 Check#:011152 $72.80 $0.00 Permit Fee $105.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $122.80 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- that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a in rmore,I authorize the above-named contractor to do the work stated. December 05, 2017 Authorized Signature: wner / Applicant / Contractor / Agent Date Building Depa ent Copy December 05,2017 1 7 _ y d Miami Shores Village RECE,V ED M Building Department NOV 292017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax:(305)756-8972 (Jek INSPECTION LINE PHONE NUMBER:(305)762-4949 SA FBC 20 M BUILDING Master Permit No. MCI 01 PERMIT APPLICATION Sub Permit No. F—]BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING 0 MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION Q SHOP CONTRACTOR DRAWINGS JOBADDRESS: 1553 NE 105 ST UNIT: 2-9 City: Miami Shores County: Miami Dade Zig 33138 Folio/Parcel#: 11-2230-053-0680 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):HELEN H GONZALEZ Phone#: Address: 1553 NE 105 ST UNIT: 2-9 City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ALL YEAR COOLING -(- 44F_ATtNY INC Phone#: 954-566-4644 Address: 1345 NE 4TH AVE City: FORT LAUDERDALE State: FL Zip: 33304 Qualifier Name: GRETA B SMITH Phone#: State Certification or Registration#: CAC058160 Certificate of Competency#: CMC511 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$3000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New X Repair/Replace ❑ Demolition Description of Work: A/C CHANGE OUT OF A YORK UNIT 3 -{on Seer Specify color of color thru tile: Submittal Fee$ V C •� Permit Fee$ 105M CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of alll 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. —Zf;Signur Signatur IVER or AGENT — y— ,CONTRA OR The foregoing instrument as acknowledged before me this The foregoing instrument was acknowledged before me this 29 day of NOV 20 17 29 day of NOV 20 17 by HELEN H GONZALEZwho is persona Y no, GRETA B. SMITH who ispy own to ..9,Z me or who has produced : '. a or who has produced as identification and who did tak oaio0�\��O p identification who oc� d32+� ��t �w"`lieda�a NOTARY PUBLIC: ��OZ 06� N0�S���y` OTARY PUBL gzS��NdOd a S-\�j\Nd�d � Sign: Sign: Print: DIMITRIUSA. DANIELS Print: DIMITRIUS A. DA Seal: Seal: APPROVED BYPlan Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County Page 1 of 3 V A q,g - t i �. - y ..•�+ice.'. 111.1 1 .jitlt t 3L r When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change in ownership,the IMPORTANT assessed value of the property may reset to full market value,which could result in higher property taxes.Please use our Tax Estimator to MESSAGE 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 Subdivision Name Folio ............ SEARCH. 1553 NE 105 ST Suite Q ! Back to Search Results ... . PROPERTY INFORMATION 8 Folio:11-2230-053-0680 I 3'I ICE �.t. t J•� Sub-Division: HARBOUR CLUB VILLAS CONDO '+ Property Address „y „j •` ` 1553 NE 105 ST UNIT:2-9 4� Miami Shores,FL 33138-2114 Owner HELEN H GONZALEZ LE REM WAYNE R GRAMMESREM DOUGLAS DOUGLAS DICKERMAN Mailing Address � (i 1553 NE 105 ST 2 9 MIAMI SHORES,FL 33138 pfr PA Primary Zone "- w 4900 MULTI-FAMILY-CONDOMINUM Primary Land Use 0407 RESIDENTIAL-TOTAL VALUE: } r CONDOMINIUM-RESIDENTIAL Beds I Baths I Half 212/1 Floors 0 Living Units 0 Actual Area F Living Area 1,507 Sq.Ft r, Adjusted Area 1,507 Sq.FI x r e _ : con �.r x•' Lot Size 0 Sq Ft , Year Built 1971 Featured Online Tools Comparable Sales Glossary Non-Ad Valorem PA Additional Online Tools Property Record Cards Property Search Help Assessments Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 9 BENEFITS INFORMATION 9 Year 2017 2016 2015 Benefit Type 2017 2016 2015 Land Value $0 $0 s0 Save Our Homes Cap Assessment Reduction 6114,693 $94,078 $57,077 Building Value s0 $0 $0 'Homestead Exemption $25,000 $25.000 $25,000 Extra Feature Value .. $0 $0 $0 -- --- Second Homestead Exemption $25,000 $25.000 $25,000 Market Value $210,668 $188,275 $150,620 Widow Exemption $500 $500 $500 mAssessed Value-.--...�.-.......,�„» $96,175 ...�...$94,197 µ e ^$93,543 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board. City,Regional). http://www.miamidade.gov/propertysearch/ 11/28/2017 �r .T Over 150,000 Installations & Counting! Call Us ( 54) 566-4644 1 /1 V Quick Installations V Top Notch Crew& Installers Contact Us info@allyearac.com Since 1973 ,q AIIYearCooling.com Date I '- ------ -1----- ---- -------------------------------- Contract ❑ Estimate CONTRACT We Xereby submit specifications for: Equipment Installation ❑ Indoor AirQ Y ualit ❑ Other * -----------------------------------,---------------- - - --------------------------------- \'- All Year Cooling'Will UrrriisFall pans;I56dr:and equipment necessary to facilitate the service checked above in accordance with the conditions and specifications listed in this contract.Does not include electrical upgrade unless stated. vVPURCHASER'S INFORMATIO Name=_- — - — - ------ - - - -- - - u-4---- �--- - --- Addres - - — -----��/� City� �1-- - - ---State-- —�-Zlp - --Home Phone----- --------------- - Cell_ Q ( Email ------ ---------------------------------------------- M ----------- - -----------Referred By---—-—- ------------------------ - ----------_---Cooling----- --------------- ( ^ ❑ I would like to receive new,updates,offers,and promotions via SMS text messaging. Message from the President Hi,my name is Tommy Smith,President of All Year Cooling.All Year 6y one customer service has been our#1 priority!Please feel free to email meat talk2tommy@�yc�ir.com or text my cellphone at 954�610-6620:: (DO 13 Split System EI Ical Heat ❑ Air Hand r Breakef Wire Size ❑ Pack e Unit - ----------P-------------------= #Of Systems Use Existing Breaker ❑ Re lacgBreaker Q ❑ bl6at Pump A ❑ New Break Strai ht Cool Vertical Application ------------- Brand;________________�=________________ g p ❑ Cow r Bleaker Wire Size___________ ❑ Horizontal Application V Use Existing Breaker ❑ Replace Breaker ❑ Other--------------------- ----------- ❑ New Breaker--- \) ---------------- Brand ---------------- ---------------------------- ----- Electrical Disconnect Box: ❑ Provided by All Year Cooling ❑ Existing Electrical totCode MODELMAKE OTHER 17 Ifn- Line FI t Switch �Elh'�erResistant '' Float Safety Switch 2 L oermostat(Specific)___ 1—_ _ _ I Vibration,Isolation Pa 3 1 Year 1 Visit Maintenance Agreement ❑ 5 Year Extended Warranty ❑ 10 Year Extended Warranty CONDENSATION COPPER ❑ New Condensation Pump ❑ Refrigerant Copper Suction Line with Insulation,Size_________________ Pan: [] Auxiliary ❑ Primary ❑ Secondary ❑ Length of Run ❑ Refrigerant Copper Liquid Line,Size____—_______________________-- ❑ New or xisting opper ❑ Refrigerant Line Cover • : REPAIRMANUFACTURtWS WARRANTIES IV Liabilities and Workers'Comp for Our Work ❑ Extend Slab o ressor __Years abor__�� Years P ormed with Existing Codes ❑ N ncl2ser It-Years Parts__1�__Years ounting Hardware of Stand for Air Handler rane enie Lift Evap.Coil _Years Hurricane Code Strapping 1 Year Warranty by All Year Cooling on work performed,and manufacturer's warranty on equipment unless otherwise stated below.Labor provided by seller in this period is Monday through Sunday. BREAKDOWNINVESTMENT OF • ' PERFORMED I., Subtotal $------- - $- -- - ------$--------------- y ) Utility Rebate $_ $ 1 \ Q Man.Rebate $�� ----$--- -$-----------I--- + Misc Credits $ _ $ — Z $-���,_V - ----- ---- Total Investments $ $ q__$--------------- Extended Warra $ --- - - -- oyfinanc $------ ------$ `n _ $ - On II ox Yes ❑ o nc must be arranged 24 r 'ortostartin n work Bala ce Due to omp 'on ofi Form of Pa me Cash ❑ Check ❑ CC ❑ Finance epr ta�Signature Date Customer 'gna Date 8159,94CME1506X.U16711,08Eo00413,ER0012903 SEE REVERSE FOR TERMS AND CONDITIONS • INC liami Shores Village Iris U111r" Building Department 10050 Al.E2nd Avenue Miami Shores, Florida 33138 A V Tel:(305) 795,2204 Fax:(305) 756.8972 NOV 9 AIR CONDITIONI MENT DATA ,W PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications.Each unit change-out must be on its own data she'et. Multiple units on single sheets are not acceptable. Job Address(where the work is being done): 1553 NE 105 ST UNIT: 2-9 City: Miami Shores Village County: Miami Dade Zip Code: 33138 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAL..:. 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 6666. Change Disconnecting means:YES [] NO 7 ARHI Sheet Attached:YES[M No F-1 ContractAttaAd:YL43 9; 06:90: 0 UNIT BEING REPLACED DATA N E%N._tj KIT RHEEM MANUFACTURER6666.. REAE"408 AHU or PKG.UNIT MODEL# AE36CN2t :1• RAC13036JAS COND.UNIT MODEL# YCE3611324* 7.5 KW HEAT 7.5 3 NOM TONS 3 AHU 4 n CU 30 PKG 1)M.C.A AHU 4 CU 30 PKG AHU 45 CU 35 PKG 2)M.0,13 AHU 4 5CU35 PKG AHU CU PKG 3)VOLTS AHU CU PKG PKG UNIT 1 I PKG UNIT I EERISEER 15.25 YES NO X REPLACING DUCTS YES NO YES NO A 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 NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 8 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 45<A/H..- 15<r-Al 3. Voltage of Circuit(208/2401480): 208/230 4, Size Disconnecting Means: 40AMPS Contractor's Company Name: ALL YEAR r-001 ING Phone: 954-566-4644 State Certificate or Registration M JDACA085-1 60 CBrtificate of Competency N. Signaturo�� Date: 11-29-2017 CK211fiers slgnatu y r i CERTIFIED www.�hrIdIrectory.org Certificate cif Product Ratings AHRI Certified Reference Number: 8437267 Date: $/23/2017 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: YCE36621 Indoor Unit Model Number: AE36CX21+TXV Manufacturer: YORK BY JOHNSON CONTROLS Trade/Brand name: YORK Region: Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN, TX, VA AK, CO, CT, ID, IL, IA, IN, KS, MA, ME, MI, MN, MO, MT, ND, NE, NH, NJ, NY, OH, OR, PA, RI, SD, UT, VT,WA, WV,WI,WY, U.S. Territories) Region Note: Central air conditioners manufactured prior to January 1, 2015, are eliggibleto be :""' ...• installed in all regions until June 30, 2016. Beginning July 1, 2016, central air conditipj*r$ can only be installed in region(s)for which they meet the regional efficiency requirejpgpl.. ;••••• Series name:,LX Manupfacturerresponsible for the'ratingcif this,system combination is YORK BY JO"SN_CONTR4DLS ••:. Rated as follows in'accor'dance`with AHRI Stan'dard,,210/240,=2008 for UnitaryAir=Coj- itioning',and pir-Source Heat Pump Equipment and`subject to verification of rating.accuracy by'AHRI-sponio�retl,jndepgndept,Pthirq... party testing: l; Cooling Capacity:(Btuh); 35800,1pr; EER Rating (Cooling): 12.75 SEER'Rating (Cooling)`. 15:25 M IEER Rating (Cooling): Ratings followed by an asterisk(")indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS Mij 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. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE 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.: 131347674757768699 Florida Building Code Online Page 1 of 2 �' . • .�• - +fit' ,,, �.a� .k. - • BCIS Home I Log In i User Registration Hot Topics; Submit Surcharge I Stats&Facts Publications I FBC Staff ! SCIS Site Map I Links i•Search i dbpr a Product Approval � USER:Publi[User Product Approval Menu>Application Detail M- 71717, FL# FL19731-RO Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Miami Tech,Inc. Address/Phone/Email 3611 NW 74th Street •••••• Miami,FL 33147 • • • •••••• (305)693-7054 •••• • • •• chris@miamitech.com •••••• • •••••• • •••••• • Authorized Signature Frank Bernardo •••••• frank@engexp.com •••••• .•• •• • • •••••• • •• ••••• Technical Representative • • • • • Address/Phone/Email •• •• •••• •••••• • • • • •••••• Quality Assurance Representative •••••• Address/Phone/Email • • • • • Category Structural Components •• Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '-j Evaluation Report-Hardcopy Received I 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 FL19731 RO COI COI.Ddf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 104.11 1707.1 Product Approval Method Method 2 Option B � r Florida Building Code Online Page 2 of 2 Date Submitted 02/04/2016 Date Validated 02/12/2016 Date Pending FBC Approval 02/14/2016 Date Approved 04/12/2016 Date Revised 07/15/2016 Summary of Products FL# Model, Number or Name Description 19731.1 Aluminum Tie-Down Clips I"Wide Aluminum Tie-Down Clip System(For Use with Mechanical Units at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19731 RO II Alum DWD.Ddf Approved for use outside HVHZ: Yes Verified By: Frank Bernardo,P.E. PE-0046549 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: FL19731 RO AE Eval.Ddf 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 Installation Instructions • • Approved for use in HVHZ: Yes FL19731 RO II Steel Dwo.odf •••••• AQprovd for use outside HVHZ: Yes Verified By: Frank Bennardo, P.E.PE-0046549 • •••• • 4mpactlesistant: N/A Created by Independent Third Party: Yes • • • DesigtfPressure:N/A Evaluation Reports • •••••• •••••• • flit:•• FL19731 RO AE Eval.DdF • Created by Independent Third Party: Yes • • • • • ••••• •• • •••• Back Next ••••• •• • •••••• •••••• •••• •• •• • Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 • • the Stte of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida.::Priyacv Statement::Accessibility Statement::Refund Statement •••••• jjl1nder FI da 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 • • • Pe oris email to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to •••• • ••• ctiioon,4W.275(1),Florida Statutes,effective Ortober 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if • • they have one"The emaiis 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.,please click here. Product Approval Accepts: ® Khect m Credit Card Safe I t_,...___/1...._..._.__..n i.i .r i• i i i.i (1 /lTT><Tll .T\ ♦ n♦'.> r �i�rr,'.n.i> MIAMI TECH, INC. hN S...... •Y Ro =: MECHANICAL UNIT STEEL TIE-DOWN CLIP: AT GRADE & ROOF-TOP MOUNTED APPLICATIONS 6519 L 0EN 00,.E. °TI° STEEL TIE-DOWN CLIP DESIGN NOTES: wpF 1. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 . AND THE FLORIDA BUILDING CODE 2014(SN EDITION)FOR USE o N G WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AS Q �s INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES.THE DESIGN Y S 0 a7,YO CRITERIACRITERIAUSED TO CALCULATE THE ALLOWABLE ROOF-TOP HEIGHTS CONSIDERS ASCE 7-10 SECTION 29.5.1 FOR ROOFTOP HEIGHTS(H) U'" ti25a 560 FT AND SECTION 29.5 FOR ROOF TOP HEIGHTS(H)>60FT E W r N LL y yOj m SIDE VIEW TYP. SECTION R INSTALLATIONS AT GRADE.(GCI)-,.' 3.10 THE ( CTL. -I.90 OUTSIDE THE HVHZ, ZIT Dw ui= U e �KL LU • a1Y^p (GCT)°1-1.5 FOR ALL LOCATIONS(CONCURRENT). II�n1 �Q•' O ALL OTHER CLIPS SIMILAR ", 74— . 2. ALL O}I�ER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7.10 lJ Q m 8 3=U °— CHAPTERS 26 E 29. VARYING LENGTH ONLY Z i1 W 3. THE HEIGHTS LISTED 1N THE DESIGN SCHEDULES REPRESENT THE WI1J p ti O0 •w i Taw ALLOWABLE HEGHT OF THE BUILDING. U w x c z °asps 4. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLEDpse ON A MAXIMUM 30'TALL A/C STAND(CERTIFICATION BY OTHERS)ON TOP OF THE HE:GHTS LISTED IN THE DESIGN SCHEDULES* o w ru r S. NO 33.1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE O ""- DESIGN OF THIS SYSTEM. —r anu10 6. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORT PROJECT#15-6206 BY FENESTRATION TESTING er pm esooe *� (� LABORATORY,INC..NO SUBSTITUTIONS WITFIOUT WRITTEN APPROVAL r 1 —1- izsw y+o• I 1 BY 7HlSENGINEER SHALL BE PERMITTED. i �lw 7. STEEL CLIPS ShALL BE ASTM A653 STEEL WITH Fy-33 KSI OR BETTER. O I I STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN ¢ APPROVED COAT OF PAINT,ENAMEL OR OTHER APPROVED PROTECTION. LJ 3 1 4" LONG CLIP v G90-RATED COATING REQUIRED FOR COASTAL INSTALLATIONS. U E a ".'� l GENERAL NOTES• z 4 1 N.T.S. FLATTENED 0 so° 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN GI Iad.. ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING = LL O CODE E ASCE 7-10.THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE U Taws 01zsPo THE HIGH VELOCITY HURRICANE ZONE. W3 O r i„10 0 2. MAXIMUM E MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF C u MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. w ._,S o O' (-- ALL MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL 1v O O O BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. S ° 3. FASTENERS TO BE #30)(3;.OR GREATER STAINLESS STEEL 410 UNLESS Q z NOTED OTHERWISE.ANCHORS REFERRED TO HEREIN SHALL BE ELCO O'o° BRAND,STAINLESS STEEL ONLY,INSTALLED TO 3000 PSI MIN CONCRETE. G p I O O O O SEE ANCHOR TO-OST SCHEDULE FOR ANCHOR REQUIREMENTS.ALL w FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO Y F E OO PREVENT ELECTROLYSIS. a F 4. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4'MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, II(��� UNLESS NOTED OTHERWISE. 5 Uz�s O O S. THE CON7AACi0R IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM O DISSIMRAR MAT=RIALS TO PREVENT ELECTROLYSIS. 6. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED E INSTALLED F BY OTHERS. E ry S SSy � O O O 7 THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND �'� Sj 7y888a SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSTTE DESIGN 0 O PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.ONSEXCEPT ]- U AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR d O •• ••• • • • • AFFIRMATIONS ARE INTENDED. O • • • • • • THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE E p O O • • O• • • • INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT ■ Q REGIFROM THE D ARCH ONS DETAILED HEREIN,A LICENSED ENGINEERS ff S • •• • • ••• • REGISTERED NC1110E[T SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR R fill i —1� • • • • USE IN CON)UNCTION WITH TH15 DOCUMENT. T3 E! 3Y —{� - -•",- •• ••• •• • • •9. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL 'a , 0150° I I RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE Orn nanewwn IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE �w15-2786 PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR • • •CAN; ••• • • SW WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS scALc N.i.s. z 6" LONG CLIP 3 8"LONG CLIP 4 10" LONG CLIP •5 1�" LONG CLIP *WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE d • _r—• •INSTALLING CONTRACTOR. B 1 N.T.S. FLATTENED 1 N.T.S. FUTTENED 1 N.T.S. FLATTENED• •1 f1,T • • FLATjENED• lOylF�OR AN EXPLANATION OF EXPOSURE AND RISK CATEGORIES THAT +� •• • ••• ••• • •SECTION 26.COMIANY 7 3 OF lt ASCE 7-SPEEDS USED IN THIS APPROVAL,SEE n ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• . . . . . . . . . . ... . . . . ... . . ... • • • • • • • • • • • • • • fP•wK L BENNAR00,P.E. • • •• • • • PEi FS4S 1111lU////''' •• Sly ••• � • • • •• 6519 k N • �2�� • • • • • • -* I.wO flW OHIY USM..•¢` z=u,� • 4SE m�•• • • •. • • � 'D pP f ��� ashu_ i •• ••.�� • • • • •• I � �*�^A��� x � ZQ wwu� a �a co Z "O aM rvD 6"CLIPS 2"CUPS W u"+w�®vu _3"MA%! / 3"MAX'. II''I�`(�// TVP. I TYP. FYI V)w s w ! bO JM' O,�N - 3 MAX- JM`)It0'M�c . .. 3"MAX' TVP. t�tM TVP.. tNtM M M z p CONNECTION TYPE Cl ,c� CONNECTION TYPE C3 U C, c, *NOTE:SEE ANCHOR TO HOST Z w o S"X6"CLIP-UTILIZE(1)AT EACH CORNER FOR A TOTAL OF(4)PER UNIT SCHEDULE FOR ALL EDGE 1"%11"CLIP-UTILIZE(1)AT EACH CORNER FOR A TOTAL OF(4)PER UNIT ty O 2 NOIE:ALSO APPLICABLE FOR CLIP 4"LONG DISTANCE TO ANCHOR NOTE:ALSO APPLICABLE FOR CLIPS 8"&SO"LONG SPACING LIMITATIONS. LL o V SEE PAGE 4. C Lu o a Zs.. o o fW _ i N'2L CLIP LOCATION,y LOCATION, ggg ALTERNATE CIIP SEE PAGE 3 a q � �;� DETAIL 3 3 j F SEE PAGE 3 ( _ / 12"CIPS DETAIL 3/3 6"CLIPS u F 2p TYP. gg 3" 3" _ k ` S �N p"tN "MA vts" 8 @@ b .(1t0 OJT M.IStN�OJ y 'e y 3 3" MtNtt,JA N 37M1 PX 3" Mt�S GNSG .�ggg �6EZS�j9 .TYP. \\lZ�EO rAY€ E CONNECTION TYPE C2 ca CONNECTION TYPE C4 �~15c2786i" § C2 1"X6"CLAP-UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UNIT 1"X1Z"CLIP_UTILIZE(2)AT EACH CORNER FOR A TOTAL OF I8)PER UNIT surf: N.ra. NOTE:ALSO APPLICABLE FOR CLIP 4"LONG NOTE:ALSO APPLICABLE FOR CLIPS 8"&_0"LONG e w� STEEL TIE-DOWN CLIP s ATTACHMENT TO STAND NL BENNAADO,P.f. MAXIMUM UNIT MAXIMUM UNH rer OM(17111111Illlllll HEIGHT(SEE DESIGN HEIGHT(SEE DESIGN SCHEDULES SCHEDULES) - p.J,{gig jpi A �o P (r A (1)OR�� CLIPS PER DETAILS CI THROUGH A C4 AND SHEET . 2"CLIPS UNH BY p Q p Mfg OTHERS 6"CLIPS 3"MAX* 'MAX' \' A O O W W �p .TYP. .TYP. tl Il 1 Z w W UQ FASTEN CLIPS TO UNH - i f AND STAND PER SHEET pL ca V$ §[ z +3 MAX• `'' 3"MAX' � 4 Zq�NOuac i TYP ) TYP. ,.a ) I-BEAM W•'+ c°�"w 5•i w UM U'ES) 1 11 M t UCES) (SEE pE5 I (SEE pE a WO .. 3"x3"x):"OR 3"xS"xV&" ± 3"xY Y4"OR 3'x5"x1h g SMALL UNH ANGLE SMALL UNH ANGLE 0 d ATTACHED PER MIAMI TECH ATTACHED PER MIAMI n ALTERNATE CLIP TO STAND DETAIL STAND NOA,SEE DETAR NA STAND NOA,SEE DETAIL A/A ASCALE:N.T.S. 4 FOR ALTERNATE CLIP FOR ALTERNATE CLIP LL F ATTACHMENT WHEN ANGLE ATTACHMENT WHEN ANGLE I.SNOT USED U ) n IS NOT USED ci CONNECTION TYPE C1C3 CONNECTION TYPE C3" a 1"X6"CUP-UTILIZE(1)AT EACH CORNER FOR A TOTAL OF(4)PER UNH 1"X12"CLIP-UTILIZE(1)AT EACH CORNER FOR A TOTAL OF(4)PER UNH F� NOTE:ALSO APPLICABLE FOR CUP 4"LONG NOTE:ALSO APPLICABLE FOR CLIPS 8"h 10"LONG MAXIMUM UNH MAXIMUM UNH W HEIGHT(SEE DESIGN z Q o a HEIGHT(SEE DESIGN SCHEDULES) SCHEDULES). *NOTE:SEE ANCHOR TO HOST p•-L n F j E SCHEDULE FOR ALL EDGE DISTANCE TO ANCHOR S "' SPACING LIMITATIONS. I A Q = O s� A SEE PAGE 4. A v E A a _ w I 12"CLIPS Do < i I 6 CLIPS _ 3"MAX- 3"MA%" TYP. NP. I g 3"MAX. (.3" L i3 A MX• •3" :� w g� -' i' "- M7NI L ••s•,•'x3•"xY•.s• •• ••• ••• •• • (SEE p lGN ),.. U E{ UEI xi EDMCES 161A (5EDE 'tb ±1 "te"• a • • e •3".3",,Y."OR 3"x54c • MLeUNrr*NELE{ • SMALL UNIT ANGLE t3$a Ij • a$ � ATTACHED PER MIAMI TECH ATTACHED PER MIAMI TECH STAND NOA,SEE DETAILA/A STAND NOA,SEE DETAIL A/A FOR ALTERNATE CLIP - FOR ALTERNATE CUP 15-2786 ± ATTACHMENT WHEN ANGLE •TT•••ENT 15HEN ANGLE •f {{• •{• STEEL TIE-DOWN CLIP IS NOT USED ""Is a CONNECTION TYPE C2 - : : COANECION VPE-C4- C2 1•X6"CLIP-UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UNH •• • • •1"�12"CUP!UTILRE(2)ATEACH CORNER FOR A TOTAL OF(e)PER UNH NOTE:ALSO APPLICABLE FOR CLIP 4"LONG ••• • • NN �5O APPLI_4E FOI•R DS 8"h 10"_ONG 6 • •• •• • • • •• •• ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • T L16. w" MECHANICAL UNIT BY OTHERS.ALQMINUI� 0• •• 6ltEN lq HOUSING UNITS SMALL BE 6063-6 MIN. ALUMINUM SHEET WITH Fry-30 KSI*O.1 •• •• ••• •f• ••• j r1,QENS MIN.THICKNESS,STEEL HOUSING UNITS (4)-x10 SS 410 SELF DRILLING -FOR 1 OSHALL BE ASTM A653 Fy=33KSI MIN. SCREWS FOR CLIPS UP TO 6" 1L' i 549 'FOR ANY CLIP STEEL,GRADE 33,22GA MIN.(t-0.0299"). LONG.UTILIZE(8)-x10 SS 410 - 0.07'THICK LONGER THAN 6' O •• • • I DRjjj11LIIIT'{{��$$CREWS FOR =* bs,9 LAE�N)slp0,P.' � ASTM A653 UTILIZE(8)-x10 55 '4 d • .•U - • • S GC-R TFiaN PROVIDE STEEL,TYP. 410 SELF DRILLING II E5 MIy.FPAST THREAD;' • • EBF CASCREWS,TYP. LN 0,07"THICK AS�A653— C' R E9 SMS,IYP. (gypp ; v� z C. STEEL C P,TYP. ;;..• ,. -;": • • • ''!�� p,a•' p p ACH&P R ANCHOR S (4)-x10 55 410 SELF ¢a � .. StHEDl1�EE DRILLING SCREWS FOR A_A _� a; —DETAIL A-A FOR \ r^ ��) CLIPS UP TO 6"LONG. v f- THRUBOLT / \ w VJ . M UTILIZE(B)-x1055410 -. ,� ATTACHMENT / WW oN2 ��w SELF DRILLING SCREWS O '.1 _ Z(� w w V"�a SUBSTRATE PER •-<f ) FOR CLIPS LONGER 0 '•�. / ANCHORWei D" W"0 HOLE,WITH D TO g z o THAN 6"�TYP. ;! I O y 10 _-.F ANCH00.FROM MOST SCHEDULE � Zk q CUP ANCHOR TO �' SURSTR/�7E, (VARIES) A=A STEEL OR IIIW ON-�w.--w P'G HOST SCHEDULE, '' �' \ ALUMINUM D W�•� TP 1" TIE-DOWN CLIP BANCHOR UM ANCHOR w"-= z ANCHOR DETAIL SCHEDULE SCHEDULE 4 3'=1'-0' DETAIL g i 1" CLIP ISOMETRIC DETAILCLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH w ^ 2} N.T.S. ISOMETRIC MECHANICAL UNIT,TYP. p •O1. s r = z l 2 UNIT WIDTH Z fi P U G 3"MAX 3"MAX W 3 P e w30 p ANCHOR TO HOST SCHEDULE: r3"MAX A n �3"MAX E c a g SUBSTRATE DESCRIPTIONG m pk g MECHANICAL Q Cj ZO (1)-1/4.0 STAINLESS UNIT PER 1"1 STEEL 410 ELCO SEPARATE 12p a CONCRETE: ULTRACOrv,t�'FULL CERTIFICATION w dd2 (4'THICK MIN, EMBED TO CONCRETE,2%, 3000 PSI MIN.) MIN.EDGE DISTANCE,3' •a` -MIN.SPACING TO ANY x ' ADJACENT ANCHOR. HOST SUBSTRATE UTILIZE (2) CUPS EA �- (0-914 SAE STAINLESS SIDE OF UNIT FOR A SEE ANCHOR vyyK55 ALUMINUM: STEEL BOLT 410 WITH NUT TOTAL OF(8)PER UNIT TO HOST SCHEDULE tl x (0.125'MIN. AND WASHER TOP A TYP. Bi THICK,6061-76 BOTTOM SS OD 1', MIN.ALUMINUM) HINIMUM EDGE DISTANCE m fi TO METAL EDGE pRppp¢ s^ (t)-x14 SAE STAINLESS d STEEL: STEEL BOLT 410 WITH NUTE 44351 (0.125'MIN. AND WASHER TOP t ' B THICK,50 KSI y f BOTTOM SS OD 1',S$' MLN.STEEL) MINIMUM EDGE DISTANCE TO METAL EDGE tl RF Mi`itl en 1, EMBEDMENT AND DGEDI DISTANCE D INISHES,IFAPPU LE. �31 ALTERNATE (8) CLIP DETAIL 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. N.T.S. PLAN VIEW me '1 4'786 3. ENSURE MINIMUM SPACING TO ANY ADJACENT ANCHORS. 4 15-2786^"1 4, SEE DETAILS ON SHEET 4 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC S. PROTECT ALL METALS FROM DISSIMILAR METALS GENERAL NOTE x5 fG1L: N.T.9. S PATTERN FOR ALL CONNECTION TYPES THAT JTIUZE(2) CLIPS AT EACH CORNER FOR A TOTAL OF(8)CLIPS PER UNIT. g STEEL TIE-DOWN CLIP F DNfi5404M6i4d101i.�y7 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(HVHZ)-) (FOR USE WITH A RISK CATEGORY It STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ)') RISK CATEGORY II IS PER ASCE 7-10 ALLOWABLE ROOF-TOP HEIGHT(H) RISK CATEGORY 11 15 PER ASCE 7-10 ALLOWABLE ROOF-TOP HEIGHT(H) TIE-DOWN CONFIGURATION TYPE TIE-DOWN CONFIGURATION TYPE * P5A51<l9 LBENNgRDp,P.E. MAXIMUM MAXIMUM "O m Fa1K Lr U..v SURFACE AREA OF UNIT UNIT SU RFACEAREAOF UNIT UNIT Rt UNIT'S LARGEST HEIGHT WIDTH Cl C2 C3 C4 C3 C2 C3 C4 O UNIT'S LARGEST HEIGHT WIDTH ON � \� FACE FACE '•• G 6Ff' 29"MA% 15"MIN ATGRADE H580 F7 AT GRADE H5120 FT 6 F 29'MAX 15"MIN ATGRADE H530 FT ATGRADE H560 FT � \ I'F. 9 FT' _ 36"MAX 27'MIN ATGRADE H530 FT ATGRADE H54p FT 9FT' 36"MAX 271,MIN N/A ATGRADE ATGRADE HS 15 FT u, 45111NN ^ N LL� LL 4 FT' HSIS FT H5200 FT H530FT H5200 FT 4FT' ATGRADE H5200 FT ATGRADE HS 200 FT WW o =ai;a� 6 FT' A7 GRADE HS 200 FT ATGRADE H5200 FT 6FT' ATGRADE H5180 FT ATGRADE H5200 FT rn 9 F7' 48'MAX 36"MIN ATGRADE H S40 FT ATGRADE H 5 60 FT 9 FT' 48"MAX 36"MIN AT GRADE ATGRADE AT GRADE H 5 15 FT V It k Q w s a 12 FT' N/A ATGRADE N/A ATGRADE 12 FT' N/A ATGRADE N/A ATGRADE Z^ dtmg�a S6 FT' N/A ATGRADE N/A ATGRADE 16 FT' N/A ATGRADE N/A ATGRADE WW o.;,-1. ZO FT' N/A A7 GRADE NIA ATGRADE 20 FT' N/A ATGRADE N/A ATGRADE U W 25 FT' N/A ATGRADE N/A ATGRADE 25 FT' N/A N/A N/A AT N a w GW MAX 48"MIN 60 MAX 48"MIN 30 FT2 .N/A N/A N/A ATGRADE 30 FT' N/A N/A N/A N/A �RWj w 36 FT' N/A N/A N/A N/A 36 FT' N/A N/A N/A N/A O 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI-DADS COUNTIES.CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY MIAMI-DADE COUNTIES.CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY H OF THIS TABLE WITHIN CERTAIN FLORIDACOUNTIES. OF THIS TABLE WITH IN CERTAIN FLORIDA COUNT]ES. z r J TABLE 3 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH,EXPOSURE C TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH,EXPOSURE D z w <� LLFOR USE WITH A RISK CATEGORY II STRUCTURE" F-ti V d (FOR USE WITH A RISK CATEGORY II STRUCTURE' C I ( ) RISK CATEGORY 11 IS PER ASCE 1-10 RISK CATEGORY 1115 PER ASCE 7.30 c U a ALLOWABLE ROOF-TOP HEIGHT(K) ALLOWABLEROOF-TOPHEIGHT(H) z 5 TIE-DOWN CONFIGURATION TYPE 71E-DOWN CONFIGURATION TYPE W ; p K C MAX SURFACE MAX SURFACE H AREA OF UNIT UNIT AREA OF UNIT UN C1 C2 C3 C4C1 C2 C3 C4 UNITS HEIGHT WIDTH UNITS HEIGHT WIDTH m o C LARGESTFACE LARGEST FACE 6FT' 29'MAX IS"MIN ATGRADE H5200 FT GO AT GRADE IDOO FT 115200 FT 6FT' 29"MAX 15"MIN ATGRADE HS 200 FT ATGRADE H5200 FT w F LEGEND: 9 FT' 36"MA% 27'MIN ATGRADE H5200 FT ATGRADE X5200 FT 9FT' 36"MAX 27"MIN N/A H5200 FT ATGRADE M5200 FT U 4 F H5200 FT H520a FT HS200 FT H5200 FT H<IS Ff 4FT' X5200 FT H5200 FT H5200 FT HS100 FT LLm 60 FT H 5 200 FT H S 30 FT H S 40 FI ATGRADE S a F 6FT' 60 FT<HS100 FT M5200 FT 6 FT<H 5200 FT Hs 200 FT 6FT' 60 FT 5200 FT HS200 FT 60 FT<H s 200 HS 20D FT IN THIS EXAMPLE,THE PRODUCT CAN BE INSTALLED ON 2 yy i2BUILDING ROOF HEIGHT(H)LESS THAN OR EQUALTO 15 S S 9 FT' 48"MA% 36"MIN ATGRADE Hs200 FT 60 ATGRADE FT<H sea FT H&200FT FEEr ORONABUILOING ROOF HEIGHT THAT IS BETWEEN 9F7' 48'MAX 36"MIN N/A Ns200 F7 ATGRADE H5200 FT Fm ySy� 60 TO 200 FEET(FT)ABOVE GRADE.SEE DESIGN NOTE I 8 ' N/A H200 FT N/A HS300 FT 12 FT' N/A N/A HS200FT 12 FT5LL € g 60 MS40 FT FT<H S ZDO FTS 899sye H521 FT H530FT ATGRADE ATGRADE I6 FT' N/A N/A 1 FT' N/A N/A TI�f 60 FT<H 5200 FT WFT<HSWOFT •• ••• • $ • • •t 6D FT<HS 180 FT 60 FT<H S 200 FT • • • y ATGRADE • ATGRADE ATGRADE 60 FT< yjtlM jp F7' N/A NIA • • • 4YL0 F•' • • N/A ATGRADE N/A F H5120 FT 60 FT. 5180 FT • • • • •• • 60R<H5100 FT �' d8y 3333iiii 25 fT' NIA AT GRADE N/A AT GRADE ••• •• •• •2&Ff' •• NIA N/A N/A N/A B 60"MAX 48"MIN 60"MAX 48'MIN 30 FT' N/A N/A N/A AT GRADE 30 FT' N/A N/A N/A N/A $ �u15-2786 36 FT' N/A N/A N/A NIA • ••• •• •�•�� •• •• N/A NIA N/A N/A SCALE: N.TS. c "AS AN EXAMPLE,THESE TABLES ARE PERMISSIBLE TO IN USED WRFIIN PARM 9GCAOURIY.CHECRWITH LOCAL • 9AUTHORITY HAVING JURISDICTION FOR THE APPUCAFUTYOFTHE*ABLESWIT�RT:FN:LeRIDA000"& :• STEEL TIE-DOWN CLIP 6 • •• •• • • • •• •• ••• • • • ••• • • ••• • • • ••• • • ••• • • • • ••• • • ••• • • • • • TABLE 5 PERMISSIBLE INSTALLATION HEIGHTS: Vult=loo MPH,EXPOSURE B -FABLE 6 PEKMTSS RLE f NSIALLASION HEIGHTS: Vult=loo MPH,EXPOSUREC t�' 'L6 SENHq (FOR USE WITH A RISK CATEGORY II STRUCTURE'••) IF&USE ATH A RISK C T��GQQRY 11STR,�TURE••1• • 'fQ'//< RISKCATEGORYII IS PER ASCE 7-10 RISKCAL�AY 1115 PERASLL7.1?.•1 !•• wf• •(""�''('�/SZEa ALLOWABLE ROOF-TOP HEIGHT(H) ALLOWABLE ROOF-TOP HEIGHT(H) _ L.-. TIE-DOWN CONFIGURATION TYPE TIE-DOWN CONFIGURATION TYPE _4 MAXIMUM MAXIMUM _ I SKLeFRHAIDO,P.E. SURFACE AREA OF UNIT UNIT jURFA(WVJ40F 40NH UNIT • • * 6509 0 �= UNIT'S LARGEST HEIGHT WIDTH Cl C2 C3 C4 [*IT'S LAR�•EST• 4IGNj +VIDWI • t1• C2 C3 FACE - • FACfi• • • • • ••• • 0p ;• • • • • • • K 6FT' 29"MAX 15'MIN HS200 FT 115200 FT 115200 FT H%200FT 6FT'• • 2�'M�t "A1�N F�30 FT 115200 FT 11540 FT 115200 FT �FTAH5200 FT 60 FT.5H 5200 FT W H 515 FT H 5 30 FT {Lt[ Iu9 FT' 36"MAX 27"MIN H S 20D FT H S 200 FT H 5 200 FT H 5 200 FT 9 FT' 36"MAX 27"MIN H 5 200 FT H 5100 FT60FT<H 5200 Ff 60 FT<Hs200 FT LLN H 4 FT' H5200 FT 115200 FT H5200 FT H<_200 FT 4FT' 115200 FT H5200 FT ',,FT H5200 FT Z� wjU�a 60 Ff<H 5200 FT 6 FT' H5200 FT H5200 FT H5200 FT H5200 FT 6FT' H5200 FT H5200 FT HS60 FT 115200 FT Z4 60 FT<H 5200 FT 11515 FT H540 FT W u'-'w�ai 9FT' 48"MAX 36"MIN H5200FT H5200 FT 115200 FT Hs 200 FT 9FT' 48'MAX 36'MIN 60 FT<H5200 FT .5200 FT 60 FT<H5200 FT H5200 FT 3� H540 FT AT GRADE AT GRADE 12 fT' H 5 200 FT H 5 200 FT H 5 200 FT 12 FT' H 5 200 FT H 5 200 FT 60 FT<H 5200 FT 60 FT<H580 FT 60 FT<H5140 FT AT GRAOE H S 15 FT CI 16 FT' 60 FT<H 580 FT H S 200 FT 60 FT<H 5100 FT H s 200 FT 16 FT' N/A H 5 200 FT AT GRADE H s 200 FT gH54C FT 10 FT' ATGRADE H5200 FT ATGRADE H5200 FT 20 FT' N/A 60 FT<H 5200 FT N/A H5200 FT ut 25 Ff' F N/A H S 200 FT AT GRADE H 5 200 FT 25 FT' N/A H 5 15 FT N/A H 5 30 FT 4 60"MAX 48*MIN 60-MAX 48'MIN 60 FT 60 FT<H 5200 FT s H 5 315 2 115 40 FT AT GRADE AT GRADE a 30 FT' N/A 60 FT<H 5200 FT N/A 60 FT<H 5200 FT 30 FT' N/A 60 Fr H5100 FT N/A 60 FT<H 5160 FT Z z <N N/A H 515 FT N/A FT H 12FT5180 Fi H 515 FT 6o 36 FV N/A AT GRADE N/A AT GRADE H u < 50 FT 60 'r =r LL'o G TABLE 7 PERMISSIBLE INSTALLATION HEIGHTS: Vuit=loo MPH,EXPOSURE D LU e o c (FOR USE WITH A RISK CATEGORY II STRUCTURE•••) RISK CATEGORY II IS PER ASCE 7-10 F-1 n P e ALLOWABLE ROOF-TOP HEIGHT(H) e TIE-DOWN CONFIGURATION TYPE Q u z MAXIMUM ~ O w SURFACE AREA T UNIT DDH Cl C2 C3 C4 UNITSNIT'S LARGEST HEIGHT WIDTH y FACE 6 6FT' 29"MAX 15"MIN T<GRADE H5ZOO FT H51H5200 FT 60 F7<N 5200 FT 60 fT<HS200 FT AT GRADE AT GRADE ' 9FT' 36'MAX 27"MIN 60 FT<H 5200 FT 115200 FT 60 FAT GRA DFT H5200 FT LEGEND: 4FT' H5200FT H5200FT H5200FT H5200FT $ � ; 6FT' S 200 FT H5200 FT H5200 FT H5ZOO FTS a � S H`15 FTAT GRADE H 5 15 FT :1 60 FT 115200 FT 9FT' 48"MAX 36"MIN 115200 FT 115200 FT � ggyy 60 FT<H5ZOO FT 60 FT<H50 FT 20 w. INTHIS EXAMPLE,THE PRODUCT CAN BE INSTALLED ONA 12 FT' AT GRADE 115200 FT AT GRADE 115200 FTILBgS 44 BUILDING ROOF HEIGHT LESS(H)THAN OR EQUAL T015 FEET,OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 16 FT' N/A H5200 FT N/A H920D FT $ 8 ED TO 200 FEET(FT)ABOVE GRADE.SEE DESIGN NOTE 1 "515 FT HS40 FT _ 20 FT' N/A 60 FT<H 5100 FT N/A 60 FT<H 5 200 FT AT GRADE AT GRADE 15-2786 EE 25 FT' 60'MAX 48"MIN N/A 60 FT' H 5 160 FT N/A 60 FT<H 5 200 FT scar. N.Ts. a " 30 FT' N/A ATGRADE N/A 60 FT GRADE FT v� '•'AS AN EXAMPLE,THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN Q BREVARD COUNTY.CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION 36�� N/A N/A N/A AT GRADE y FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. STEEL TIE-DOWN CLIP �1,RENGINEERING EXPRESS" ' This certification is valid for July 14,2016 (1)permit only with original engineer signature&seal. Miami Tech,Inc. . 3611 NW 74th St Miami,FL 33147 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 lippachments 0••9 9• to generic aluminum substrates of a given alloy and thickness. The capacities of the clip3referencedji•:• •" those approvals have been tested and evaluated per the Florida Building Code Fifth EdifI86:M 4). • •••••• 909099 . 0 9 0.9000 This letter serves to provide an easy reference for the use of the clips to.ft0nami-wi •• • • approved stand also manufactured by Miami Tech (certified under NOA 16-0601.01). Tlid Miami'Poch•• 00000 • stand is a substrate congruent with the aluminum clip connection requirements of th*e0$1t?Za pro4u4••• 0•••• approvals. We offer the details below to illustrate examples of how the two approveb pAducts can btl•0 00000• used in conjunction with each other joined from each approval: :00:9:" ' 0 9 • • • •99990 ••9999. • 9 MAXIMUM UNIT ATTACH M ENT TO STAND HAX(HUM UNIT ••• 0 9 9 9 9 0 0 �0 HEIGHT(SEE DESIGN _ HEIGHT(SEE DESIGN • SCHEDULES) SCHEDULES) r..•-•'' •• rAN A ` A 2'CUPS i -. r6'CLIPS J'MAX• �` MAV/ TYP. .TYP. TTP. \ 4 `i nP. ` }`I 3'EpES�H 1, OUtfS {fEE. 4. `SEE 19ESlGN �UtY 5 3's31di'OR 3'ss'><1(H' 3'x3''K"OR 3's5'x3i' SMALLUNIT ANGLE I SHALL UNIT ANGLE ATTACKED PER MIAMI TECH t •NOTE:SEE ANCHOR TO HDST ATTACHED PER HIANI TECH ' STAND NOA,SEE DETAIL NA ) SCKEDUIE FOR ALL EDGE STAND NOA,SEE DETAIL AIA FOR ALTERNATE CLIP DISTANCE TO ANCHOR FOR ALTERNATE CLIP ATTACHMENT WNW ANGLE SPACING LIMITATIONS. ATTACHMENT WHEN ANGLE IS NOT USED SEE PAGE 3 OF APPROVAL. IS NOT USED ci CONNECTION TYPE C1 CONNECTION TYPE C3 I-X6'CLIP-UTILIZE(I)AT EACH CORNER FOR A TOTAL OF 141 PER UNIT 1'X12'CLIP-UTILIZE(1)AT EACH CORNER FOR A TOTAL OF(4)PER UNIT NOTE:ALSO APPLICABLE FOR CUP 4'LONG NOTE:ALSO APPLICABLE FOR CLIPS 8'&10'LONG 160 SIN 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 — FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM v�artnn,urxv�rrc,+nrto�4xwuam a�rn¢nn,arvuvs�pann,sm.[�rne4 or_ ENGINEERING July 14,2016 W:M7-XW—, EXPRESS' "}Page 2 of 2 Miami-Tech CUTD Clip T a 'NAXINUH UNIT MAXIMUM WILT NflGHT(LEE DESIGN HEIGHT(SEE DEIGN TrCNF9ULE5) - - SCHEDUlES),-. AA .. _ I. r A i J 2'CLOS . CLTPS ��'. 3',SAX' �•- 'I- � •MAXS b !�•7YP. .1 TYP. 3 MAX. _ 3'MAXI'_ � TYP. �, ... %l- TTP. -i' rtMHUM ..EgULES) i�"WhtNUN �u'•F51 (SET So 7 O0.7's5•R?(,'. _� 7'z1'YS�OR]'RS-Alia' � . • ALL UNR ANGLf SMALL"R UNRANGIE • t�l ►ER MWiI TEQf `NOTES SEE AN[HDR TO HOST ATTACHED PER MIAHI L •••••• STAND s E DET//..11��QA • SCHEDULE f0R ALl EDGE STAND NDA,SEE DI fNL NA • FOR ALTEIINATE'LIlP• bISTANCETOANOIOR FOR ALTERNATE QIP -. • •ATTACHNEw WHEN$OGLE •• S'AONG UMITAMo'6* ATTACHMENT WHEN ANGLE • ••666 TS NOT USED SEE PAGE 3 OF APPROVAL IS NOT USED •••••• • C2 jAM9 CI ION TYPE C2 C4 CONNECTION TYPE C4 • • • 1'1•Yli•I•IRE(2)AT FACR CORNER FOR ATOTAL OF ftl PER UNR )'Xl]'CLIP•URIIIE(2)AT EACH CORNER FoR A TOTAL OF I PER UNR •••••• NDTE:ALS0 APPUG 2)FOR CUP 4•LONG NDTE:ALSD ANUG6IE FO0.NPS 3•A ID'LONG ••••• •• • •••• ••••• MEOWD(IRL UNIT BYO*"O• ALSMIIRIM HOUSIA6 UNIT (4)-F70 55110 SELF •••••• ••*SHALL BE 6063-16 RIN.&A DRILLING SCREWS FOR • ALUMINUH SHEET WITH CUPS UP TO 6'LONG. • • Fry-3o HSI, ).*&RAI!•' ---(a)-no SS 410 • THICKNESS,STEEL ROUANG • SELF DRILLING SCREWS •••••• •UNITS 9IALL BE A42M A653 ...i -..�.:; FOR CUPS LONGER _ BOLT PER - (1)OR(2) •t THAN 6'.PROVIDE(S) •" T CUPS PER A•}!eRmN.S7EEL RADE /.j:. !' PITCHES M1N.PAST ANCHOR • • 33,221 MIN.(t-p g9-). i'- P3��,:, SCHEDULE DETAILS Cl •••••• •' • - THREAD PLANE FOR iA THROUGH C4 • • ••• ALUM d0.STt�EL�- ��SMS'TMP' _ tl /•, AND SHEET 4 • CUP.TYP. � ':. • - i•X ANCHOR PER UNIT BY!":' O A_AO \' ���SCHEDULE,SEE A=A OTHERS DETAIL A-A FOR FASTEN THRUBOLT CUPS TO ATTACHMENT STEEL OR\ UNITAND ALUMINUM— I-BEAM RAtL OR STAND PER ''/,•:, SUBSTRATE PER SUBSTRATE PER SHEET 4 OF 'iSUB 'fk' SMALL UNIT ANGLE ­SU ECHE ANCHOR DEPENDING ON APPROVAL 7�— HOST SCHEDULE SCHEDULE 1" TIE-DOWN CLIP (VARIES) CONFIGURATION ANCHOR DETAIL (Z)ALTERNATE CLIP TO STAND DETAIL SCALE:N.T.S. DETAIL A SCALE:N.T.S. CLIP IS 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. ``���L►►s i i i(rrrr���� JULcENS . o= Fra nardo, .E. . 46549 ENGINEERING #PE0046549 I Cert. ',9885*�WWe AN 160 SW '1� r'V,EJ11J4FE l q'��$06A DEERFIELD BEACH, FLORIDA 33442 Prfq �D 4 �§ ;r 0660 — FAX: (954) 354-0443 Ill(Kill-111'&INEERINGEXPRESS.COM vssaFnsaeaN.uasca u"oTca+o::x a.aAiPrwm,rvrAc.=u.,ra+ams:rwt unmu: