Loading...
MC-14-176Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206418 Permit Number: MC -1 -14 -176 Scheduled Inspection Date: March 26, 2014 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Owner: FABRICIO M DE FREITAS, MARCIA H 0510200 Job Address: 80 NW 92 Street Miami Shores, FL 33150- Project: <NONE> Contractor: AMERICAN HVAC -R SERVICES Building Department Comments Inspection Type. Final Work Classification: A/C Replacement Phone Number Parcel Number 1131010160090 Phone: (954)779 -5042 REPLACEMENT AIR HANDLER IN CONDENSER UNITS 5 Infractio Passed Comments TON INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 25, 2014 For Inspections please call: (305)762.4949 Page 11 of 40 ' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: MECHANICAL JANA 0 2014 BY: FBC 20 Permit No. Master Permit No. _Er /_yam hb JOB ADDRESS: � 09 9 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): M A A)N __k -� ej Phone #: d14 "91_3 6 i Address: IC30 ALW 71,N A 6'T City: _ i'Am. #01'`e-e, State: FL- ' Zip: !So Tenantlessee Name: Phone #: Email: 0 s ld F CONTRACTOR: Company Name: JVM �< ®. AjB L, if Phone #: Address: ?D *8 3y syl / City:. /-- H Qualifier Name: PC Zip: 33a % Y 167:4 - `7 7 q 2 State Certification or Registration #: L. AX 0 S t1 j�ffy Certificate of Competency #: Contact Phone #: 951-(- -7 2_1 Z Email Address: / ' ` i k e JL eF K,"ao o DESIGNER: Architect/Engineer. Phone#: Value of Work for this Permit: $ 3 600 Square/Linear Footage of Work: Type of Work: ❑Address DAlteration ONew Repair/Replace ODemolition Description of Work: —z 14A-oa..1 Le r A,,2 CO1116e- ACE UNihs Submittal Fee $2L ` 4) Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ r Bonding Company's Name (if applicable) _ Bonding Company's Address City State i Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made tol 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 1, permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: t certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature y Owner: or Agent The foregoing instrument was acknowledged before me this i day of G 01 , by �1-� P1 Q. personally known t e or who has produced -- _. As identification and who did take an oath. Signatur Contractor The foregoing instrument was acknowledged before me this day of 20 L>, by AU&;& / - 6 a who ' ersonally known to or who has produced as identification and who did take an oath. NOTARY P I �O��Q;p "'o i NOTARY PUBLIC: '. S* 4 o p� O • y / • Sign •o c = _ =BMW Frdbftft Print: Print: My Commission Expires: ��• /►�,T'�•,....••••• J�o�� t� gSgg80 My Co APPROVED BY '" lans Examiner Zoning Structural Review Revised 3 /12/2012XRevised 07/10/07 )(Revised 06/10 /2009 )(Revised 3/15/09) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel. (305) 795 2204 (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA Fix: 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) 00 AJ W City: Miami Shores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO 1h ARHI Sheet Attached: YESd NO ❑ Contract Attached: YES ❑ 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 60 3. Voltage of Circuit (2081240/480): 2 0i4 4. Size Disconnecting Means: Contractor's Company Name: ? d C if c�F Phone: _9j-f/' State Certificate or Registration . i "emu4 is Certificate of Competency N. Signatur Oates � � le � 9 � (Qusi %e9 signature only) UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER IaN AHU or PKG. UNIT MODEL # J I S COND. UNIT MODEL # 13AX14 60ACI KW HEAT NOM TONS AHU CU PKG 1 M.C.A AHU CU PKG AHU CU PKG 2 M.O.P AHU CU PKG AHU CU PKG 3 VOLTS AHU ;0CU ZIOPKG PKG UNIT / ! PKG UNIT 1 1 EERISEER i YES "NO REPLACING DUCTS YES NO ' YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4 °CONCRETE SLAB YES N YES NO NEW ROOF STAND YES N YES -NO,- .. NEW RETURN PLENUM BOX YES N 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 60 3. Voltage of Circuit (2081240/480): 2 0i4 4. Size Disconnecting Means: Contractor's Company Name: ? d C if c�F Phone: _9j-f/' State Certificate or Registration . i "emu4 is Certificate of Competency N. Signatur Oates � � le � 9 � (Qusi %e9 signature only) ACORD. CERTIFICATE OF LIABILITY INSURANCE RUPSISM PRODUM THIS CERTtCATE IS HWW AS A NATTER OF MWOMATION ONLY PREMIER INSURANCE AGENCY AND CONFERS NO RIGHT UPON THE CERTIFICATE HOLDER THIS 2234 N FEDERAL HWY TE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE BOCA RATON, FL 33431 AFFORDED BY THE POLICIES BELOW Phone: (561)291-5166 Fau:(561)892 -2999 Nunn" A:North Pointe Insurance Company American HVAC - R Services Inc fie: PO Box 5431 SRC: Pompano Beach, FL 33074 RUNIMD. Phone:(954)729 -5042 BCE: COVERAGE THE POLICIES OF MUCATED. NQTHWMHST/ANDING.ANYREOUNRO�. TERM OR COMMON OFANY C.ONTRACT-OR OTHER DOMMENT 1R[ H RESPI:CTTOWMCH THMC RTNFICATE MAYBE ISSUED OIL MAYPI_RTAIAN. -FI EMMRANCE AFFORDMBYTHE POLRCIES: AGATE LWrS SH )W N MAY HAVE BEEN REDUCED BY PAID CLARMS. TYPEOFBUORANG£ POLICYEFFECTNE POLWVEXPOATM LMM 04 ifdtllt lbtbrwl ► ) UABb1I1► JAI 1,000,000 10=0,®00 CLAM MADE M OOMIR ) 5,000 A 80.90019253 06/15/2013 06/15/2014 i T000,000 i 2,000,000 rAG ATEL9ffAPPLZ5 Arai S 2,000,000 PROD CT LOC LL%B&BYW MKOS tlJf MAW SCHEMAMAUTOS OS Y MUM NON-OWNWMMS aodderM S AIA IY W" -EAA1 iT . 4 MYAULO 'qM EAACC E May- P= S OCCUR 11 CLAW MADE rirrrrr+.rr DEatrcr�..E RETENrwAt " TRIM AND STAnff( i EMPLOYM bM R., oz EAR s MEAM-EAEA64DYM S MEASE POL= Wff S AC and /or heating service; Use of subcontractors; ANY OFTHE ASM DES POLMM BE CANCELLED BEFORFTNE TmriBA19 Tim W"ft iAV0ftT0M IL X0 9 rb7Naruc>TLer: surFmu uRTaas 87fALL NO TIMONUAWLilTOFMVK9MWMTM US are. ATNPdk Miami Shores 'V'illage Building Department ATM 10050 NE 2nd Ave Miami Shares, FL 33138 Mailed to: mikecoolsit9yahoo.com ACCORD 25-S,(YAM, AZORD CORPORAT-10*1M 9,a---=-0- 07 -19 -2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This, certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 07/19/2012 PERSON: CULOTTA FEIN: 201175843 BUSINESS NAME AND ADDRESS: AMERICAN HVAC- R SERVICES INC PO BOX 5431 LIGHTHOUSE POINT FL 33074 SCOPES OF BUSINESS OR TRADE: 1- HEATING, VENTILATION, AIR -CONO EXPIRATION DATE: 07/19/2014 MICHAEL IMPORTANT. Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shell be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW 0 EFFECTIVE: 07/19/2012 EXPIRATION DATE: 07/19/2014 PERSON: MICHAEL CULOTTA FEIN: 201175843 BUSINESS NAME AND ADDRESS: AMERICAN HVAC- R SERVICES INC PO BOX 5431 LIGHTHOUSE POINT, FL 33074 SCOPE OF BUSINESS OR TRADE: 1- HEATING, VENTILATION, AIR -COND IMPORTANT 0 Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recybver benefits or compensation under this D chalmer. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on Rthe notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. CUT HERE QUESTIONS? (850) 413 -1609 * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 AMERICAN HVAC -R SERVICES INC. 750 E. Sample Rd. B5/2 Pompano Beach - Fl - 33064 Phone: 954- 729 -5042 CAC # 058484 Date: 12/28/13 To: Marcia Borges. Ref: New A/C @ 80 NW 82nd St Miami Shores, FI.33150 Install New A/C system Rheem 5 ton 14 seer R41 Oa. Install new system inside and outside units Reconnect eletric wires. Freon 4iOa Gas charge. Total. Thank you for your business. $ 3.600.00 `10 ADDITIONAL TERMS AND CONDITIONS. 1. No work, gutter work other than listed above, will be performed, unless as otherwise mentioned. 2. The contractor shall not be held responsible for damages either before commencement of or during said work, caused by strikes, war, ads of God, sudden rains, wind storms, or any event beyond our control. 3. The only work to be done or guaranteed is as set forth in this written contract, no verbal statements shall be valid. 4. Any work performed, or attempted to be performed, as identified in this contract by any other contractor besides OM Air Services, Inc., shall nullify any warranty provisions of this contract S. The contractor shall not be held responsible for any damages to sidewalks, driveways, lawns, fences, sprinkles systems, or any other area. However, the contractor shall use its best efforts not to damage said items In the process of completing this contract 6. The warranty herein is assignable to the customer only. 7. In the event payment is not made as stated herein, any and all costs of collection, including reasonable attorney's fees and all cam and collection costs, shall be paid by the buyer herein. 8. Any interruption in the work to be performed which is the fault of buyer or agent will be billed according to time and materials lost and such additional costs shall be due and payable upon receipt of said bill. 9. The contractor shall not be responsible for any city requirements other than the ones mentioned on the estimate. Any city requirements not mentioned on the estimate will be billed separately and the buyer will be notified. 10. Payment made in advance are non refundable in case the customer cancels the contrail THE BUYER AUTHORIZES THE CONTRACTOR REQUIRED TO COMPLETE THE WORK ACCOP CONDITIONS OF THIS PROPOSAL AND CONTF VOID R THE EXPIRATION OF 30 DAYS, UI TH9 FJOST DEPOSIT DUE, IF ANY. ®.BUYER - - DATED: 12 lZ -ell L MATERIALS ANS LABOR TO THE SAND THIS PROP03 SlikLL BE NULL AND LTHE BUYER 14AS SIGNED AND REMITTED DATED: 7 Z8 / %.7 WARRANTY: Price does not include any engineering reports or asbestos surveys or removal if required by building department You, the buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. If you, the buyer, cancel this transaction after your right to cancel has passed, you, the buyer shall pay to contractor liquidated damages of $500.00 plus any costs incurred. 115 S. Andrews Ave., Rm. A-100, Ft Lauderdale, FL 33361 -1895 — 954-831-4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA• 'Rewipt*.183-1459 AMERICAN HVAC R SERVICES HEATINGTAIRCOWIT3 Business Name: Bus now Tpe: (CLASS A� AC/VEWII y Owner N=9. MICHAEL JOSEPH CULOTTA Btisiness-OPS"6d:1G/09`/`I003,' Business Location: 750 E SAMPLE RD B5/2 Stat01C0U1Ay1CerWR80.-CA-0058484 POMPANO BEACH Exemption Code: Business Phone: 954-784-7431 Rooms spats EmP1cOF Machin Professionals 3 Number of Nlarhftma! Tax Amount Trander Fee NSF Fee Prior years collection cost Tad POW 27.00 0. 0.00 27 1 THIS RECEIPT MUST BE POSTED CONSPICUOUSLYIN YOUR PLACE OF-RUMNEW THIS BECOMES A TAX RECEIPT This tax is levied for the privileje of doing business within Broww'd County and Is non-regulatory In nature. You must meet all County and/or MurddpardY planning WHEN VAUDATED and zoning requirements. This Business Tax Receipt must be barmfeffed When the business is sold, business name has changed or you have moved the business location. This receipt does not indicate Out the business is legal Or that It is In compliance with State or local laws and regulations. MallingAddress: Receipt #028 -12t- 00000796 Paid 06/21/2013 27.00. MICHAEL JOSEPH CULOTTA PO BOX 5431 LIGHTHOUSE POINT, FL 33074 2013 -2014 :tR'" E:, aw IL AHFU CerlifW Pleferemm Numb&—. 4615287 Date: 11/27/2013 JAN 3_0 2014 Aded as toffewsln acewdmee-with AHM Slandwd 2.1lik2 8-MM1br Unkmy Ai nag and Ak-Source l4eatPump* Equqmmd and'subbootto vwW=dbn of =tIng-accunmy by AHRkponsoredk hW*pwWwd, thkd- Pulty Coofiv Capacity Mtuh): EER Raft (Cwft): SEER Fbft (Codbig): EM Palklu (Coobv);.. 11.00 13.00 PERMIT #:"n Q-- Miami Shores ail a Is By t qDA-M ZONING [)FP F BLDG DEPT _MAL SUBJECT to CCMPUONCE VVt ni ALL FEIDEPAL STATE AM COMY MAAS AND REW�I;All& * Raftwfoftmd &/m aftd* etbdaftawkefty. cfpvAmWv0Aofwd dab�=ftwacwmpWW%ft aWAA %Wch bWk0%Smbwd-WYmfmft 02013Aw-C��.Heaft p wWR&%WrahmkwbbAe CERnFICAM NO-- i U DesignStar Load Calculation Rauh&aw i *rv&dfbr uw* tl, lie Lati#de; E ©nude 2 .77+ °. - 80.1978 °. Hc�t sa Squ00e F stage: 2000 sc`: ft. Name: Marcia Borges Phane: , 954- 913 -0420 Email:' example @maii.com SHR .75 NUMber o residents Ceiling height 9 WaII 'U-val'u, ft value d D5 11 ] Floor U -value I R -value 0.215 Ceiling U -vale R value b,05 1 19 Window U -value 0.5 WdowHGF# $5 Moisture grains 58 Duct lass °fo . 10 Duct gain % 10 I Heatinq Loads Area Btuh % of load Mall 920. 3.5 Floor 5040 19.1 Ceiling 2120 8 Windows 10990 41.7 Infiltration 4910 18;6 System Effiel�nty Loss 2398_ 9.1 Total: 26378 Heating Loads 26,376 BTUfhr Cooling Loads 60,167 BTU/hr Senses People Load Latnt People L=W Ce9ft AED Graph 60000 40M -­ -- 20000 0 Sam gam loam Ham 12pm 1pm 2pm 3Pm 4pm 5pm 6pm 7pm OPM ( — Hourly Loads — Average System equipment selection will be made using the following derived values. Glass (E) 354 sq. ft 50 °F Win r, jpd Glass (N) 205 sq. ft 53,105 Btuh 335, SC.".ft' Summer Outdoor 90 °F 2,414 CFM :Sensible- b He7a7flgi r Summer Indoor 75 °F Summer. Destgn Granis 500x Winter Outdoor 50 °F Win r, jpd Sensible Cooling 53,105 Btuh Latent soling" 7jb6�' I tch Required Cooling Airflow 2,414 CFM :Sensible- b He7a7flgi r 6, 71 Rtuh Required Heating Airflow 343 CFM All calculations are based upon approved hvac industry standards and procedures, and comply with all 4ocal, state and federal code requirements. All computed results are Estimates. Product provided by Energy Design Systems and d-idea Tree BMP INTERNATIONAL, INC 4710 28th St N, St Petersburg, FL 33714 Phone: 727 -458- 0544 State Approved Equipment Tie Down - FL14239 On March 23rd 2012 the governor signed HB 704 amending SECTION 16 of the 2010 FBC to the 2007 FBC. See the copy below. HB 704 — Relating to the Florida Building Commission and the Florida Building Code Chapter Law Number: Chapter No. 2012 -1 Approved by the Governor 3/23/2012 Section 16 4) Notwithstanding the provisions of this section, exposed mechanical equipment or appliances fastened to a roof or installed on the ground in compliance with the code using rated stands, platforms, curbs, slabs, or other means are deemed to comply with the wind resistance requirements of the 2007 Florida Building Code, as amended. Further support or enclosure of such mechanical equipment or appliances is not required by a state or local official having authority to enforce the Florida Building Code. This subsection expires on the effective date of the 20139 Florida Building Code. The following files from wvvw.floridabuilding.or Code Version 2007, number FL 14239, contain the necessary compliance information for tie down clip approval. The specific information.r6quired by building departments may vary. Consult with. the individual building department for what portion of the following information is neediedfor permit approval. Florida 801WIng Code Online i 4/22112 1:16 PM ggl ��r, f FL # FL14239 -RO Application Type New Code Version 2007 Application Status Approved Commends Archived �+ Product Manufacturer BMP International Inc. Address/Phone./Emaii 4710 28th Street N St. Petersburg, FL 33714 (727) 458 -0544 bexnmeng8@yehoo.corn Authorized Signature Xianbin Meng benmeng8Oyahoo.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 Ucwwed Florida Professional Enwhum t✓ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Ktistina S. Daugherty, P.E. Evaluation Report Florida License PE-WSS Quality Assurance Entity National motion & Management institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By Steven M. Urich, PE Validation Chaddist - Hardcopy Received Certificate of Independence ndence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Chapter 22 hw://www.florkWmiWimorg/pr/pr-app-dd.aspx?pararn-wGEVXQwtD_q lF) ErtOSCeIRunMQlCormUQo94OhLxemFWDFFt CVBd%3d Page 1 of 2 Florida Wilding Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised summary of Products Method 2 Option B 11/05/2010 11/05/2010 11/15/2010 12/07/2010 09/29/2011 4/22112 1:15 PM R # Model, Number or Name Description 14239.1 A/C Hold Down CUP A/C Hold Down Clip Limits of Use Installation Instructions Approved for use In HYHZ: Yes Fl 74739 RO II BMP003.odf Approved for use outside HVHZ Yes Verified By: Kristine S. Daugherty, P.E. 68455 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A 'Other- Evaluation Reports E 142?<_s RO AE PER 1196.Ddf Created by Independent Third Party: Yes F-71 tdsxr Coriftet Us :: 1990 N.' jb Manwe S! *L Ta03tiassee F 32M Phww, 850- 4974824 The State of Fbt&b is an AA/EEO effmkW. Caavtiaht 2007 -2010 State of Fbrkt& :: tkder Rarlda law, e-nM addresses are pubk records. If you do not ward ya�r e-ma0 address released in resporm to a pulft -rte reqpest, do not said ekdrwdc Meg to reds wOW. Instead, contact the c fn,a by phom or try VadWwW mal N you have any quesewo regardft DBPR s ADA web accessfifty, P wrdea our wab Master at wahmW AM product Approval Accepts , K Crec. it CArr{ Sf�FE hM : / /www•floddgmildk*xM /pr /pr_ app_ dtl. aspx7 pmm-wC;IE" QwtDg,��eIRuIjH[QiConx(W940hLxew6dGDFFt4963d %3d Page 2 of 2 q-*-aMP INTERNATIONAL, IINQ AID HOLD DOWN 'CLIP . I ---m 0.75n SLOWED r 0.125" ME AN*= IL*V PTXGML6-AMr VV Mi. EMMTAW x vim mswre WOTHM /W\ INSTALLATION DETAIL 1-li-,.-.-4—te- „-� —14""MSM&V rX4-XUV(WR0"WAMr UNMO —M4SM,F-VXLWW=5=W VWA"?= ANOM OM 3 THWAN .O /VN INSTALLATION DETAIL sy arrets /V\ INSTALLATION DETAIL \,v mmmommm /15'\ INSTALLATION DETAIL \4/ AUJIWW � r 1.000 0.73” SLOTTED 0.125' WIDE Typ. p i . v O 1 1.123 O.C. I § i l 11-T 4.0 6.00" O0 V4" DIA. HOLE 10 CLIP lz 0 .618- 1397 1.125" O.C. I 4.00" pp p0 6.00- OR8.W Op pp 2.0(r 1/4" DIA. HOLE 2" CLIP r. 1 r, 4 10*11wil L11T El f IIFA to I"I I a n 2 A >gs i y i 9 C Y 3 a y� ag Ia ns C yO y 9 a �7 y hf P F Y p a y 1.05 ., p H Z h� sea URI $1 SI 1- 1 -1 A Ira °� I 11 HIM Fio gig ce egg:. gg�� - IRE Ike 1 . P Izg is O ga i3D10 a'; c '• RGYlJiVIVJ AIC RM DOM a1P NAI BY _ DESaaPTZON BY DATE GENERAL NOM JA \ Y of P1AtiED BY 16caTwom.ILt LALEr 127tiRA» 4'J8y A FL UM Wk M6444M FX OM6"4M i I Typ IV'. MOST Smcrm DESIGN By OTHERS. EE TIE-DOWN SCHEDULES FOR a MEMBERS MAY NOT ROOF-TOP APPLICATIONS PER PEC 15n 3' 3'MAX TYP. z L)UUt)Lr- I-Lir Ur I 1UN: BMP INTERNATIONAL, INC. OPPOSING CORNER FACES, 31 FROM CORNER APEX, TOTAL OF MECHANICAL UNIT S*r,,r--EL-TIF-: DOWN CLIP CAPACITIES: AT GRADE & ROOF-TOP MOUNTED APPLICATIONS U (1) CLIP* AT EACH (81 CUP$ THIS OPTION). EACH CUP SHAM NOT ;Luzwlol,=M —loom MIN wmw, excm END OF MSOiANICAL UNIT AS eGENERAL NOTES: FROM END P MECHANICAL DRAM NORM. DO NOT SPAO CONCRETE ANCHORS CLOSER THAN THE ALLOWED SPACING LISTED INTHE TX-DOM PER SEPARATE =rDULES. SHE SHEETS 2&3 FOR MON THIS PROMKT HAS SEEN DESIGNED AND SHALL as PAmucmw im AocoRdANm wrm aRITFICATION, TYP, w= oNLr sHm i, CLIPS, THE ISOMETRIC THE REQUIREMENTS OF ?HE 2010 FLORIDA BUILDING COCO FOR USE WITH ASM 7-11L I'ANDI*CLIPAPPLICATIONS. 'IE-DOVVN CLIP DIRECTIVE EXAMPLE THIS PRGaucr MAY Be USED wnM AND QUISIN THE HIGH VELOCITY HURRICAM9 MINTER OF GRAVITY ASSUMED TO ACT AT THE GEOMEMIC CENTER OF THE ZONE. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN ?HE DESIGN OF THIS Syffm IS EASED ON CLIENT PROIADED PROOKY AND D16 SKEEIS FROM TEST MECHANICAL UNIT. MECHANICAL UM MUST SE SQUARE OR RECTANGULAR, tCENTEROP BE DESIGN r SCHEDULE FOR 3. DESIGN REPORIS minTunow - Ow BY IMMS EVALUATION LAGORATORI OM. .0 MR al"IM wimc. "' W BY THIS ENGINEER SHALL Man' NO IRREGIXAR IIHAPES. MAXIMUM SURFACE AREA AND DESIGN pavam. DMON 4. ALLOWASIS PRESSURES TO QUALIFY CAPAafY OF CLIPS AS US718) KERED! ARE MMUSD THROUGH TESTING REPORT DATA AND RA710MALLY CH8CXlO FOR PRESSURE, TYP. CONSISISICY WITH BAC34 TEST PERFORM. S. /OR UPLIFT OTNMM a "ROLAMANDO ==CALARATEDFORUSEWITH BE ITIFSPIMC BASIS IN STEEL T*DOWN CLIPS. SEE DETAIL 1/4 & Z14 IN ==MM wnlH THE GOVERNING CON, G. MANG & mmmum DIMENSIONS AND MINIMUM WSW OF MECHANICAL UNIT MIALL ADDITION TO TIE-DOWN CONFORM TO SPECIFICATIONS SrATED HgREIN. ALL MECHANICAL SPECKPIC-4TIONS SCHEDULE FOR CUP OV AS T=UPPICTURIR RECOMMENDATIONS %rM=6=1RoW%PGNS=l INFORMATION. Typ. OF ACIM Typ IV'. MOST Smcrm DESIGN By OTHERS. EE TIE-DOWN SCHEDULES FOR a MEMBERS MAY NOT ROOF-TOP APPLICATIONS PER PEC 15n 3' 3'MAX TYP. z L)UUt)Lr- I-Lir Ur I 1UN: (2) TOTAL CLIPS MAY BE USED AT EACH CORNER (ONE EACH ON OPPOSING CORNER FACES, 31 FROM CORNER APEX, TOTAL OF U (1) CLIP* AT EACH (81 CUP$ THIS OPTION). EACH CUP SHAM NOT ;Luzwlol,=M As sHowN wni-i r mAx OFFSET excm END OF MSOiANICAL UNIT AS FROM END P MECHANICAL DRAM NORM. DO NOT SPAO CONCRETE ANCHORS CLOSER THAN THE ALLOWED SPACING LISTED INTHE TX-DOM MECHANICAL UNIT =rDULES. SHE SHEETS 2&3 FOR MON E-DOWN ISOMETRIC w= oNLr sHm i, CLIPS, THE ISOMETRIC I'ANDI*CLIPAPPLICATIONS. 'IE-DOVVN CLIP DIRECTIVE EXAMPLE THE FOUOWM EXAMPLE ILLUSTRATES THE USWTO DETERMINE THE MAXIKLIM AU0WAW WtND PRESSURE FOR ANY OWEN MECHANICAL UNIT TI )INENSIGN REEIRICnONS LISTED HEREIN. SEE SHEETS 2&3 FORTIS-DOM SCHEMILIS-) UNIT CRZTER14 commm Tme INsTALLATiom or (1) MiMaCAL UNIT WM THE FOLLOWING CIUMRJA- WTAU.x 36' DlEPx 241 WIDE, ISO IS WEIGNTAS VERIFIED BYOTHM IDWAULIDTO 3192 X63 MIN. CONOM ATORAIIIIASVERIF1100YOTHER& COWAISIONt MAXIM ALLOWASO LAMAL DESIGN PMMM- 9W (CaNpAn TM VALtS 7o Tim smAgAyg EM SPECIRC OWMED MMIN VMW AMEMNE PROVIDED BY A UCONSED ENORM Oft ASSISISR00 AMMINn AlOr IMMIDEP AV THIS TIM 7. FASTENERS TO 89 $12 X 14- OR GREATER SAE 5 I)TO I KSI A283 STEEL (GRADE 01 WITH PV - 33 99 OR SSITER, 9. ALL CONCRM SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE OVA 08 STRLK7URAL CONCREW 4' MIN. THICIC AND SHALL HAVE MINIMUM COMPRESSIVE SMENGTH OF 3192 PSI. UNLESS NOIED OTHERWISIL 10. ALL WOOD ME45M SHALL BE PRESSURE TREATED SOUTHERN YELLOW FINE GRADE 02 WITH SPECIFIC GRAVITY a - 0.55 OR GREATER. DIRW CONNECIZON To WOOD MENSENVIRMISIS 19 NOT PERMITYED FOR ROOr-YOPAPPLWATIONS PER FW SECTION 1522. IL. THE COMMACIM IS RESPONSIBLE TO INSULATE ALL MMSERS PRO14 DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, LL All"NUM PER IAt. 2403AL4. IL ELECIRICAL GROUND, WHEN REQUIRED, TO N DESIGNED & INSIALLED BY OnEM 11 THE AD OPANYZ%"O UCIIIR.8:� PWOSED SHALL 2== BY SITE AM:= OT WWI* %ON M THIS CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREP� NO ADMIONAL CORTIFICATIONS.OR AFFIRMATIONS ARE INTENDED. 14. THE 7M 0 MIEN 19 GENERIC AND DOME NOT PROIADG INFORMATION FOR A 0 PIC STLIOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS ORMLED =N,'A=M0 MOM OR ROGGISTERM ARCHMCr SHALL PREPARE SrM OFOR USE IN COK=CrION WnH THIS DOCUMENT. It WATER-TICKTHISS OF EXISTING "GET SUBSTRATE SHALL 02 THE FLU RESPONSIBILITY OF THE UWALLINQ CONTRACTM CONMACIOR WU M49URE THAT ANY RW40VM ZA WAAMMM 14EMSMI IS RESVOPSD AFM FAMMMION AND TOLL M PROPOSED HERML THIS ENGINEER SHALL HOT 13E RESPONSIBLE MR ANY WATERPROOFING OR UWAGS ISSM WHICH MAY O=R AS WArent-Tiamiss SHALL so THE KU RESPONSIBILITY OF THE INSTALLING DESIGN PRESSURE EXAMPLE SCENARIO SEE SHW 4 MR A SITH-SMM DESIGN PRESSURE EXAMPLE & ACCOMPANYVIG UNrr CONFIGURATIONS WITH Tle-DOWN CLIP REQUIREMEM I 0 P CL R ASTM AM STEEL, TV. (3) -032 SAA SHADE S $MEET NATAL SCREWS OR (1 )-3/80 SAS SHAD@ 8 SHAAT METAL t3CRBW6 AT TOP OF SLOT, TYP. R 0.12S' FACTORY - MILLED H&°0 HOLES; UTSLIZS (1) OR (2) AR CHM. FROM 2' CLIP ANCHOR SCHEDULN,TYP• -III fm *FOR ANY GIP LONGER THAN 10' UTILIZE (5,012 SAE GRADE 5 SHEET METAL SCREWS OR (4)•3/0- SAE URAI E 5 SHEET METAL SCREWS (PROVIDE 2441N. SHUT METAL SCREWS AT THE TOP OF THE al_ P) TYP. ,& HOLE, W%H ANCHOR PROM 1- CLIP ANCHOR ULA SCHED,TYP. 00 �0 0 ' (3)•012 SAE GRADE S !�e SHEET METAL SCREWS THROUGH CLIP* TO MECHANICAL HOUSING MIN. THICKNESS,' STEEL HOUSING UNITS UfUT BY OTHERS', �. $HHEET. METAL SCREWS. . 41.14, PROVIDE (S) PINCHES MW: PAST THREAD PLANE SHALL BE 3=1 MIN. STEEL, GRADE 33, FOR EACH SMS, TYP. MECHANICAL HOUSING 0.088•THICKASTM• ' A283 STEEL CIP,.TYP. (OTHER DIMENSIONS SIMILAR) S° CLIP (3) -012 SAE GRADA S SHEET METAL SCREWS 01(2 )-3 /6- SAE GRADE S SHEET NATAL SCASMIB AT TOP OP SLOT, TVP. GUS HOLES, OT TO ANCHORS, TYP. NON MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063 -TB MIN. ALUMINUM SHEET WITH Fty-30 KSI, 0.125" Stub 0)-012 SAE GRADES 4y� MIN. THICKNESS,' STEEL HOUSING UNITS ..... �. $HHEET. METAL SCREWS. . 41.14, THROUGH CLIP TO SHALL BE 3=1 MIN. STEEL, GRADE 33, MECHANICAL HOUSING i. 2ZGA.MJN. {i- 0.0299 "),. ' UNITBYOTHERS. PROVIDE (5) PINCHES 0.113• THICK ASTM •'' /,' - %•:r, % MIN. PAST THREAD PLANE A283 STS CLIP. TYP. FOR EACH SMS, TYP. • PAR ANCHHO BASE OF UMT SHALL ;,. ! % o; .. /... ^r' (1) OR (2)ANCHORS i 3�• gCl@DULE Be PLUSH, BABE ;: • % /r,''' .f PER ANCHOR 3/8° SCHEDULE NO owF CLIP, NO SPACE PERMITTED. TYP. �` SUBSTRATE PER ANCH SCHEDULE (VARIES) 1" TIE -DOWN CLIP /_3N ANCHOR DETAIL q 3.0 1W DETAIL CLIP i5 DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MT WIDTH 6° MAX PAIR SPACING---- $ CLIP OFFSET - m r.1 r TYP SPACING SEPAPATE CERTTPICATA)N UA%11(4) GIPS EA SHIA OF UNTi FOR A PITT OP EIGHT PER UNIT ttALTERNATE CLIP DETAIL 4, N.T.S. PLAN , ,�` ,•J '��,� SUBSTRATE PER i'i'i , ;•` �/ �I ANCHOR SCHEOULE (VARIES 2" TIE -DOWN CLIP 4 ANCHOR DETAIL DETAIL CLIP 15 DES12"ll FOR PULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. THE SYSTEM ILLUSTRATED HEREIN IS SEAKG UWALLP.D. THIS CALCULA3101 A2SUMU NO WPM SPEED-UP 01ECTS, BUPFETtNG OR CHANNOLOKL FROM OTHER STRUCTURES) 175 MPH 110121m CATEGORY......«.. »« MEAN R00IMGHT, .... ...... ....» .... ..........»...«.. « « ». »... ».«.70 IT MAR HSMHT OF UNIT CEHTROID (ABOVE ROOiry•»».... ».« » «s. 'T TOTAL HAIGHT OF UNIT CEMHIOD ...... » ...............«. » «. « «. »7BPT a SAM- 75.0= 010,= PSF, GU (WTU AL) x3.10, GOV (UPLIFT)- 1.90 (ASO) LATERAL WNW LOAD- 0.8 x (42 x - 0.8 x 80.17M x 3,10 - (ASM UPLIFT WIND LOAD- 0.6 x (4x x Gm - 0.0 x 98.17m x 1.50 - • TO s • UTll,q.@B (3)P 9.6 DOWN CUPS PER COINER. SEE 'ALTERNATE SPACM DETAIL We FOR. t73P DURATION. • ' UTIIZE 4,012 SMS TO HHOUSIw UIR PBR PACH OUP. _ • »U17112E (a)-014 BMS 0YT0 i•/8' 33HB STEEL RAR/BUBBTRATB.PERTHIS APPROV APPROVAL DOFUK S. • UTILtE8 (21.2• T1L400YFN GIPB PER CORNER, 600 'ALTERNATE SPACING DETAIL 3/4- POR CLIP Co"(GUPATION. .. ounm (1)�6i4 SMS AM IIM COINS AAL4R�'St�07M RSA LISUS@TRATE PER THIS APPROVAL. • •UTILIZE 0.014 SMS IMYO 1/8° SMI STE81. RAL/HRIBBTRA7E PM7M APPRGYAL. 48511- 'SMSLCLIP 710- DOWN 8 01009MAODPWK0tNT6D3MSrAlAArM TAMS ATM@ ALLAT�d CDNIrAM � 0MGNN t7tiT@RtA NOTED EY.THIS EKAMPIE. __-- - -- rt � glil I PIN g fi 0 FLORIDA STATE APPROVED (FL14239) EQUIPMENT TIE DOWN CLIPS BMP INTERNATIONAL, INC. P O BOX 20707 ST. PETERSBURG, FL 33742 PHONE: 727- 458 -0544 FAX: 727-527-6872 FLORIDA STATE APPROVAL #FL14239 ATTACHMENT CONFIGURATION TO SUPPORTING STRUCTURE OF FLORIDA STATE OF COMMUNITY AFFAIRS 'Pcakse.t s+um i1x.a a €swtcvt c. acvasw.nn wave r *YY�Rt�i O.tCem�pn�.al�Pfr sssxaaw�sw+o� w`x 3G1E'i�a8'�.tlfs 70 Siktidt]1.0Ea6ltrJ��.6�rYC�. LOG ON TO wvdw floridabuiiding.org FOR COMPLETE ENGINEERING AND INSTALLATION INSTRUCTIONS fC.ts V.0. ,Apo, t —TYF'- 2w v1N A91 - 34M AM i ALL ALL �s9 Y A, aen .'Ee#ily- ALL Quat- A AIL WA4. MUUbW W.MiilSGiF}.L. WdaV==VLl= = 1S}1` � kv ut* in WAR A�tl° . Apvfoftd Aw%wC e WAM AUL ..y�ffi R ALL `alezilp ASS ALL. a etar e+ Lnc. m ". WA O. I rue chooZ; maw 'ft vn ARNfDri �`t�smwp Y.rA -&cp S�9hNR�i $oa4*s+�YwIK%iidMt$a�s,,,"„j O.tCem�pn�.al�Pfr sssxaaw�sw+o� w`x 3G1E'i�a8'�.tlfs 70 Siktidt]1.0Ea6ltrJ��.6�rYC�. LOG ON TO wvdw floridabuiiding.org FOR COMPLETE ENGINEERING AND INSTALLATION INSTRUCTIONS BMP INTERNATIONAL, INC. PART NUMBERS AND D93CMPTIONS FL14239 APPROVED EQUIPMENT HOLD DOWN CLIPS PART # DESCRIPTION 4" X 1" Equipment tie down dip manufactured from G90 hot dipped galvanized, 39 KSI steel. Available finish: plain galvanized or galvanized with powder coming for additional corrosion protection. 4" X 1" Equipment tie down dip manufactured from stainless steel. 4" X 2" Fat Cat equipment be down dip manufactured from G90 hot dipped galvanize!, 39 TDO42 KSI steel. Available finish: plain galvanized or galvanized with powder coating for additional corrosion protection. 6"X 1" Equipment tie down dip manufactured from G90 hot dipped galvanized, 39 KSI steel. Available finish: plain galvanized or galvanizer) with powder coating for additional corrosion protection. TD06SS 6" X 1" Equipment tie down dip manufactured from stainless steel. 6" X 1" Fat Cat equipment tie down dip manufactured from G90 hot dipped galvanized, 39 062 KSI steel. Available finish: plain galvanized or galvanized with powder coating for additional corrosion protection. T' X 1" Equipment tie down dip manufactured from G90 hot dipped galvanized, 39 KSI steel. Available finish: plain galvanized or galvanized with powder dating for additional corrosion protection. BMP international, Inc. equipment tie down dips are State approved for attachment to tonal te, wood, steel and aluminum substrates. Consult the State site for product approval details, FL14239. BMP international, Inc. equipment fie down dips are sold in various OEM and factory package options from individual dips to packages that include sheet metal screws, Tepcons and a masonry drill bit. Contact your local BMP distributor for State approved (FL14239) BMP equipment tie down dips. For additional information, log on to www.loridabuilding.org. Click on Product Approval, dick Find a Product or Application. Enter FL#14239 or select BMP International from the Product Manufacturers list, click Search at the bottom of this page, and you will be directed to the Product Approval Menu. On the Product Approval Menu, click on FL14239 to go to the Product Approval Menu, Application Detail page. At the bottom of this page, dick on the highlighted blue links to view the installation instructions and evaluation reports. For more information, contact Ben Meng at benmengB@yahoo.com or grant@targaboles.com. Fwm: 06 -01 -11 Application Number FL #14239.1 FLB Project Number: 11 -BMP -0001 -01 Product Manufacturer. BMP International Manufacturer Address: 4710 28th Street North St. Petersburg, FL 33714 Product Name: Slotted Steel Tie -Down Clips, V and 2° Models 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 9N- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code 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 modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #1143MP -0M1 -01 Ned "Mechanical Unit Steel Tie -Down Clip Capacities: At -Grade and Roof -Top Mounted Applications°, sheets 1-4, prepared by Engineering Express, signed & seated by Frank L. Bennardo, P.E. is an Integral part of this Evaluation Report • TEST REPORTS Ultimate test loading structural performance has been tested in accordance with ASTM D1761 -88 test standards per test report(s) #TEL 01970387A and #TEL 019703878. by Testing Evaluation Laboratories, Inc. • 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. Maximum Allowable Unit Wind Pressures 2. Minimum Allowable Unit Width 3. Maximum Allowable Unit Height 4. Minimum Unit Weight 5. Maximum Allowable Unit Surface Area 6. Clip Configuration and Anchor Spacing 7. Anchor Capacity for Various Substrates 160 SW 12T" AVENt3 ;d' 106 DEERFIELD BEACH., FL 33442 PHONE: 954 -3i� :0660 FAX: 954 -354 -0443 WWW.ENGEXP.COM EKpRESSeli1dG Febnialy 21, 2013 BW INTERNATIONAL — SLOTTED STEEL TIEDOWN CLIPS 1"12" Page 2 d2 ............. ... . f 8. Maximum Allowable Additional Uplift per Clip in Combination with Lateral Forces (For Use with Rooftop Aprons) i No 33% increase in allowable stress has been used in the design of this product Impact Resistance: Not applicable to this product Wind Load Resistance This product has been designed to resist wind loads as indicated in the design sdwdule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (Le. engineering drawing), along with all components noted therein. The product components shag be of the material specified in the Product Evaluation Document (.e. engineering drawing). Umitations & Conditions of Use: Use of tht product shall be In strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a site - specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954 - 35:4.. -:0660 FAX: 954- 354 -0443 W1NW.ENGEXP.COM