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MC-15-1560 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237520 Permit Number: MC-6-15-1560 Scheduled Inspection Date: July 22, 2015 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: CUDLIPP, MICHAEL Work Classification: A/C Replacement Job Address: 1099 NE 104 Street Miami Shores, FL Phone Number Parcel Number 1122320290060 Project: <NONE> Contractor: SOLAR BEAR SERVICES Phone: (305)863-1830 Building Department Comments A/C CHANGE OUT 4 TON Infractio Passed Comments INSPECTOR COMMENTS False v Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 21,2015 For Inspections please call: (305)762-4949 Page 14 of 34 ,5,aoaEs i, Miami Shores Village }i) � 10050 N.E.2nd Avenue NEr{� !g 400R ?E iont i ... Miami Shores,FL 33138-0000 „ Phone: (305)795-2204 �. t } Expiration: 12/27/2015 Project Address Parcel Number Applicant 1099 NE 104 Street 1122320290060 Miami Shores, FL Block: Lot: MICHAEL CUDLIPP Owner Information Address Phone Cell MICHAEL CUDLIPP 1099 NE 104 ST MIAMI SHORES FL 33138-2655 Contractor(s) Phone Cell Phone Valuation: $ 11,152.00 SOLAR BEAR SERVICES (305)863-1830 Total Sq Feet: 00 Tons:4 Available Inspections: Additional Info: Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved:: In Review Date Denied: Type of Work:A/C CHANGE OUT 4 TON Scanning:3 Fees Due JAnPay Date Pay Type Amt Paid Amt Due CCF Invoice# MC-6-15-56084 DBPR Fee 06/30/2015 Check#: 13048 $380.22 $50.00 DCA Fee Education Surcharge 06/24/2015 Check#: 13010 $50.00 $0.00 Permit Fee Scanning Fee Technology Fee Total: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. June 30, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 30,2015 1 (p I� Miami Shores Village RECEIVEDJUN 242015 Building Department BY: 10050 N.E.2nd Avenue,MiamiShares—Florida 33138 Tel:(305)795-220 ax 305)756 8 INSPECTION LINE PHONE NUMBER:(305)762-4949 F�BC' 20/0 / l� BUILDING Master Permit No. mc//i,_/. /`ZS— .560 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING F-71 MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1099 N E 104 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2232-029-0060 Is the Building Historically Designated:Yes ✓ NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): MICHAEL CUDLIPP Phone#: (305) 606-0030 Address: 1099 NE 104 ST city: state: FL zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: SOLAR BEAR SERVICES Phone#: (305) 863-1830 Address: 10125 NW 116 WAY#10 city: MEDLEY State: FL zip: 33178 Qualifier Name: M14124c. VETILILt AX Phone4!05\NSl-,r3.1$ State Certification or Registration#: ( '_q01&1 q 13L4 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$—L 1 0 167--00 110152•°0 Square/Linear Fo ge of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: C"e n P. C)UT Q T©tV Specify color of color thru tile: Submittal Fee$ Permit Fee$ 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 all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature k"669� 6"NSignaturew,-.� "jj, IF OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this # day of (JUNE ____,20 16 by (hH day of %.-)(-]WE ,20 0 by Ltif—H AEL C(v who is personally known to l_EJ&wh is personally know to me or who has produced I _ as me or who has produced as identification and who did take an oath. identification and who des , @,fin Oo►AIP�A OWNERNOTAMORAIAAA RERNARD�GREENE NOTARY PUBLIC: 1a s� = COMMISSION#FF142531 COMMISSION#X142531 S: Sept. 15, 2018 P XPIR Se , 2018 �. oF�i WW.A RON{VOTARYMM Sign: %' ... QN 0 "COM Sign: Print: Print: Seal: Seal: .***********��.�r:.*ss s �*�s* **�*s** *. s* *■ .�.� .r*r*r�r*�***�*:s:***�*s:***■*r�ss�s****r******* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 02/24/2014) 05/24/2015 09:29AM 3058631885 SOLAR BEAR SERVICES PAGE 02/03 I I i STATE OF FLORIDA s ; DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION :CONSTRUCTION INDUSTRY LICENSING BOARD (850) 48 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 i VE)LLWX, MARK SOLAR SeAR SERVICES LLC 10125 NW 196TH WAY SUITE 10 MEDLEY Ft-33178 i Cong�lulalionsl Vilth this license you become o ons million Floridians licensed Y one of the nearly of Business and Profe$$sional Regulation, Our professionals rtand bust businesses range H from drehilects to yacht brokers,from boxers to barbegue restaurants, STATE OF FLORIDA and th�y keep Florida's economy strong. DEPARTMENT OF BUSINESS AND SSIOREGULATION _ !=very tlay we work to improve the way We do business In order to PROFENAL serve you better_ For information about our services,please log onto CAC1817134 ' ISSUED 09 3/2x14 www yF)oridallcarise.com. Thera you can find more Information - about qur divisions and the regulations that impact you,subscribe CERTIFIED AIR COND COiV]R, to dep rtment newsletters and learn more about the Department's VEILLEUX,MARC`_ ' IniliatlV , SOLAR BEAR SERVICES.LLC: _':- Our mi sion at the Department is:License Efficiently,Regulate Fairly. We co Eantly strive to serve you better so that you can serve your customers, Thank you for doing business In Florida, `4' .,f• end congratulations ort your new licensel is CEunder the prov191ons of Ch.189 FS, Irsondaled�i.; D avc31,201e L14 3woow I I I t j !I DETACH HERE RICk�SCOTT,GOVERNOR KFN LAWSON,SFCRTARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1 CAC16i7134 <. •' F J The CLASS B AIR CONDITIONING CONTRACTOR-'' Named below IS CERTIFIED Under the provisions of Chapter 489 FS. , Expiretiori date: AUG 31, 2016 �,::fit-g.:. .r;''.-.,;• �- "'�4•= VEtLLEUX, MARK v.;��;.::• � , '��,� � ■ SOLAR BEAR SERVICES-ICE`' .y ; 10125 NW 116 WAY MIgMlFL'"33178 .. �•T:.: I -- _ .. moi`. .-'-V•' ..�'" ,y-.�.` - S•'�'��'�i- .. , a .,_ .�� -�. __ �-. - .-..-... ••�' ;•,Vii;^:i` C ISSUED: 09/23/2014 DISPLAYAS REQUIRED SY i AW SEQ# 1-14002snnnOg49 i 0-6/24/2015 09:29AM 3058631885 SOLAR BEAR SERVICES PAGE 03/03 I I I I I i i I i I I I I I I I I I I i o c al us` e s� �X= �1 ` I - -TH.16.ls'rvOt:A'sre- :� I t.'-po1V •P' - - hits`• s iu' .-.. - :dit-:l;SFI RSE . 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THIS ERTII LATE jg ISSUED AS A MATTER QF INFORMgT10 pNNDCpNF�NSUr�/'iNCi� CERTICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY ATE(M BELOW. THIS CERTIFICATE OF INSU ERS NO 5/6/x015 REPRgENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER D RIGHTS UPON THE CERTIFICATE HOLDER. THIS RANCE DOES NOT ' EXTEND OR ALTER THE COVERAGE AFFO CONSTITUTE A CONTRACT BE RDEU gY THE POLICIES he to TANT: If the carMcate holder Is TWEEN THE ISSUING INSURER s the terr}ns antl cOnditiorLs of d, aq ADDITIONAL INSURED,the pope leg � ) AUTHORIZED eertlfi to holdera pelic certain pollCios m® Y( )llwst be endorsed, if SUBROGATION IS WAI D In iieu of such a^d0emant s), Y require an endorse A statement tatement on this certitl ,subject to tate does not con I r rights to tha Sterli�g RiskAdvisors I�ac, Ac As>;le p 0 Boz 724237 PHONE1' $+Yrke (67a)4a4-6500 P ADD mt p:(679)124-6501 Atlanta gS.A811SiCe® erliUgri,c0m Ik9uREo (RA 31139 u Sul S AFFORDING COVERAGE EliteI NBURER A AMarla NAI;M 10125 E jkc =.LC, DDA; S �1ra tuaj Insurance CO Olay Hear 86rygcea �NsuR RH: 75660 10225 qW 116 Play )kmtR C Suits, ib I INSURER p COVEtZq ES FL 33178 INSURER E: I CATE THIS -14 CO IS m , IiOTWI THAT THE POL C ESTOFI NSUIZ1 — SRED B LOW HAVE ggEN PSSUED TO THE INSURED INDICATE NOTWIT}{"DING ANY REQUIREMENT,TERM REVISION NUMBER: CERTIFI TE MAY BE ISSUED O OR CONDITION OF ANY CON REO NAMED ABOVE FOR THE P LICY ppZOD EXCLUSIQNS AND CO NDItIONS Op SUCH PERTAIN, THE INSURANCE AFFORDED BY THETRAOLICT OR OTHER DOCUMENT WITH RESPECT T yy R CH POLICIES.LIMITS SHOWN MAY HAVE Or RE U CED 8y pAIpSCRIBa=p HEREIN 18 STH RET TO AL WHICH THIS i TYPE OF INSupIANCE THE TERMS. $ COMMERCIAL POLICY NUMBER CLAIMS. NERg1 LIABILITY M A CLAIMS.MADE a]OCCUR L94ITS EAj`H OCCURRENCE S 1,000,000 caY909Z658 en $ 100,000 5/10/2013 F e GENL AGGR•EGATF L"T MED"P An me Oafean) 3 AppUES pEft; 5/10/2016 5,000 Y POUCY0 2R ❑40C PEI$OWJAIsADV1WURY $ 1.000.000 OTH�� GENERAI-AGGREGATE S 2.000,000 AUTOyCqkLjgUAM" PRODUCTS_y0L4p/OPAGG $ 2,000,000 �^Pbyes 9enents A � ANYAIl1"O M n $ 1,000,000 AUTOS SCHEDULED �'d $ 12,000,000 AUTos CA2092557 BODfLYIWURY(Perp9WA) S HIRED AUTOS A Os1fVNFC 5/Ya/x015 3/10/9016 ROPILY rN,URY(Per accid") $ Per .d G 7C UYBIZELLA LIAROCCUR $ A EXCESS UAB pelea^alf^ •^ $ 10,00 C��lADE EACH OCCURRENCE g DED RETENrf S Ooo Boo W()RI(Egg COMPEMM17ON Cat 092 6s 9 AGGREGATE 9/10/2015 5/10/9016 $ 5.000,000 Ara)E11vLOYERS•LlAlall.Iry ANY PROPRIETOA/pARTNEp/0=vnVE YIN $ A �EXCLUDED? ❑N/A X STA E 6 0esoibeunder WC2092656 3/10/90Y5 5 FIFACHACCIDEI�T OS I1,000,OQQ �SGfRIPTI NFO TIONS Wow /10/9016 EL DISEASE. EAE 'LOY $ I1,ODO,000 E�•DISEASE-POLIGYUMIT $ 1 000 000 I ��RIPr)ON OF'Ov@RA710Ns r LocnnONs/VEI J RE:Mechanical Contractor #CAM817113a,o,.Atldua,aiRwnarksgcneduie,rnarpearta,,welf,nore eDKa Is ntr$,ired) I CERTIFICATE HOLDEg i CANCELLATION Village of xyai, Bhores SHOULD ANY OF THE ABOVE DESCRIBED poL)CIRS BE CANCELL 100520 RE 2 Avenue THE EXPIRATION DATE THEREOF, NOTICE BEFORE Kiat 4, �• 33138 shores VI ACCORDANCE WITH WILL 'BE DEuyE THE POLICY PROVISIONS. II IN AUTNOR¢ir.D REPResENrATIVe Paul Baker/SALIVA �—„r--49P ACORD 25(2014/01) 01988-201 �� — IN3�26 notaott The ACORD name and logo are registered marks of ACORpORD CORPORATION. All right reserved. i I Solar-Bear Elite HVAC dba Solar Bear Sery INVOICE 10125 NW 116 Way Suite 10 0000037750 Medley FL 33178 Cooling III Heating m Air Quality Phone:305-863-1830 0036176 www.solarbearfl.com 6/24/2015 l Michael Cudlipp Michael Cudlipp 1099 Ne 104 St 1099 Ne 104 St Miami FL 33138 Miami FL 33138 305-606-0030 COD A-Brian.G-33015 1.00 Furnish and Install Climate Comfort System 10,750.00 10,750.00 1.00 REMOVE Environmentally responsible removal of existing refrigerant plus remove and haul existing system 1.00 XC21-048-230 LENNOX XC21-048-230 4 TON CONDENSER 1.00 FILL IN FILL IN UNIT TYPE 1.00 THERMOEME Digital Programmable Thermostat 10 Years Parts, Compressor and Coil Warranty Included 1 Year Labor Warranty Included - 1 Year Proactive Maintenance Included 1.00 Includes all applicable permits 1.00 FPL Rebate 402.00 402.00 TOTAL $11,152.00 All material is guaranteed to be as specified.All work to be completed in a professional manner according to standard practices.Any alteration or deviation from above strikes, accidents or delays beyond our control.Owner/owners to carry all necessary insurance. Our workers are covered by Workmans Compensation Insurance. specifications involving extra cost will be executed only upon written orders,and will become an extra charge over and above the estimate.All agreements contingent up The above prices,specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the work as specified. Payment will be made as outlined above.Any payment not made as specified shall be subject to 18%annual interest plus billing charges,court cost and attorney fees. Price subject to change if not accepted within 15 days. —Customer Signature Savo (CF_TVFD JUN 24 2015 Miami Shores Village << By: Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change-out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address(where the work is being done): 10q"1 OE- 1014 8!L 2)E�E Cl City: Miami Shores Village County: Miami Dade Zip Code: y I 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 AHRI DATA SHEET REQUIRED Change disconnecting means:YES❑ NO RHI Sheet Attached:YES �V/NO ❑ Contract Attached:YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL# Ll COND.UNIT MODEL# KW HEAT Cl NOM TONS AHLEO CLV41S PKG 1 1)M.C.A AHU 15()CULLI PKG AHLffU CU PKG 2)M.O.P AHU AOCU e6 PKG AHLTILOCU23OPKG 3)VOLTS AHLr&*(XU Z3tYKG PKG UNIT -/ / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): Ab 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 22�b,.Y 4. Size Disconnecting Means:: 4. Contractor's Company Name: Aouga— B� _ Phone:(_r�2100 -O(5L-) ' L �w State Certificate or Registration No. 1 J Certificate of Competency No. Signature Date: (Qualifier's signature) (Revised02/24/2014) This combination qualifies for a Federal Energy e RE ,® Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2014. Certificate of Product Ratings AHRI Certified Reference Number: 5991265 Date: 6/24/2015 Product: Split System:Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: XC21-048-230-10 Indoor Unit Model Number: CBX32MV-048'+TDR Manufacturer: LENNOX INDUSTRIES, INC. Trade/Brand name: DAVE LENNOX SIGNATURE Region: 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: XC21 SERIES Manufacturer responsible for the rating of this system combination is LENNOX INDUSTRIES, INC. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testiMling Capacity(Btuh): 49500 EER Rating (Cooling): 13.00 SEER Rating (Cooling): 18.00 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.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. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridlrectory.org,click on"Verify Certificate"link we make life better- 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.: 130796198003339216 BMP Internat6ional 2010 Florida Building Code State Approved,, FL 1 EQUIPMENT TIE DOWNS TD04 1" x 4" Tie Down Clip, Galy/Powder Coat, 4/Bag TD06 1" x 6" Tie Down Clip, Galy/Powder Coat, 4/Bag TD08 1" x 8" Tie Down Clip, Galy/Powder Coat, 4/Bag TD04SS 1" x 4" Tie Down Clip, Stainless Steel, 4/Bag TD06SS 1" x 6" Tie Down Clip, Stainless Steel, 4/Bag TD042L 2" x 4" Tie Down Clip, Galy/Powder Coat, 4/Bag TD062L 2" x 6" Tie Down Clip, Galv/Powder Coat, 4/Bag TDO62 1211 x 6" Fat Cat Clip, Galvanized, 4/Bag BMP International, Inc., 4710 28th St N, St. Petersburg, FL 33714 - 727-458-0544 Note: This file contains approval information from www.floridabuilding.org for BMP tie down clips. Information required by building departments will vary, from listing the approval number, FL14239-R1, on your permit application to submitting copies of the drawings. Consult with the individual building departments for their requirements. This file can be downloaded in PDF format for use. Drawings 1-4 contain the installation instructions. Florida Building Code Online 2/27112 12:44 AM '! acts Nome tog In User Registraden Hot Topics Submit Surcharge Stab!Facts Publkabors, FBC Stan BCIS Slb Map Un" Search Business,/',"', Professional U9El hdk ppoval product Aooroval Menu>Product or Aoolrcadon Scarth>Aoolicadon Vrt>Appllcanon Dstall S d )'"*""� s FL# FL14239-R1 _ Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N St.Petersburg,FL 33714 (727)458-0544 benmeng8@yahoo.com Authorized Signature Xianbin Meng benmeng8@yahoo.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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L.Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By Ryan 3.King,P.E. v,Validation Checklist-Hardcopy Received Certificate of Independence FLia239 Rl COI COT.odf Referenced Standard and Year(of Standard) Standard year ASTM 01761-06 2006 ASTM D1761-88 2000 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14239 Rl Eauiv Eouiv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/29/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/18/2011 Date Approved 01/31/2012 Summary of Products FL# Model,Number or Name Description 14239.1 Slotted Steel Tie-Down Clips,1"and Steel Tie-Down Clip System(For Use with Mechanical Units at 2"Models Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL 14239 Ill IT Dwa.Mf Approved for use outside HVHZ:Yes Verified By:Frank L.Bernardo,P.E.0046549 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:This design provides allowable capacities for the 91 14 19 R1 AE Eva1.odf system.The required site-specific design pressure(demand) Created by Independent Third Party:Yes shall be calculated by others for use with this design. http://www.foridabuilding.org/pr/pr app dtl.aspx?paramawGEVXQwtDquOQErtOSCeiRuP)HIQICosOlPO2g2fFDQozjlHiUWyA%3d%3d Page 1 of 2 �°''►�� ENGINEERING Product Evaluation Report November 4, 2011 Application Number: FL#14239 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, 1"and 2" Models Product Description: Steel Tie-Down Clip System (For Use with Mechanical Units at Roof or Grade) Scone 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#11-BMP-0001-01 titled"Mechanical Unit Steel Tie-Down Clip Capacities:At-Grade and Roof-Top Mounted Applications", sheets 1-4, prepared by Engineering Express, signed &sealed 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 019703876 by Testi ng_Evaluation,Laboratories, Inc. 11. .. • STRUCTURAL ENGINEERING CALCULATIONS Raised Erigine4�` S *1 Vfor aes throuci 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 Frar% LZ,i$en •P,E'�<, ,.' 3. Maximum Allowable Unit Height #PEO . 4. Minimum Unit Weight �,; 1L1"�1��� 5. Maximum Allowable Unit Surface Area 6. Clip Configuration and Anchor Spacing 7. Anchor Capacity for Various Substrates — 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM �. ENGINEERING EXPRESS' November 4,2011 BMP INTERNATIONAL—SLOTTED STEEL TIEDOWN CLIPS 1'/2" Page 2 of 2 8. Maximum Allowable Additional Uplift per Clip in Combination with Lateral Forces (For Use with Rooftop Applications) 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 schedule(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(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). Limitations & Conditions of Use: Use of this 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 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM BMP INTERNATIONAL, INC. ypAt(yl�r�bvE. MECHANICAL UNIT" STEEL TIE-DOWN CLIP CAPACITIES: AT GRADE & ROOF-TOP MOUNTED APPLICATIONS .'11ZY111 1� Tt• 99- = 1I'1TN.NJEIGHT, GENERAL NOTES: �s [EAS k MECHAIVICAI.UNIT "_--- -O PER SEPARATE 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN CERTIFICATION,TYP, ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING tCENTER OF GRAVITY' CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. AS SUI4ED TO ACT AT THE 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE {{yy�� w U•'y�. GEOMETRIC CENTER OF THE �-- DESIGN OF THIS SYSTEM. Z W W,= •X' 3. DES GN 15 BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST rr U#w MECHANICAL UNIT. > 5d REPORTS#TEL 019703R7A,#TEL 019703878 BY TESTING EVALUATION f� Q MECHANICAL UNIT MUST BE n 1..1 Q" w u w SEE DESIGN LABORATORIES,INC.,NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY i m $ SQUARE OR RECTANGULAR, U x tCENTER OF .�SC D '�W` NO IRREGULAR SHAPES. "U - h1AXIfDUhE SURFACE THIS ENGINEER SHALL BE PERMITTED. w rn GRAVITY - 5 A 9 3 W ................... x / i CE 4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS LISTED 1 3 AREA AND DESIGN IIEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY o `' ' PRESSURE,TIP. [NECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. E \ S. REQUIRED LATERAL AND/OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE Y W w v r j WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A SITE-SPECIFIC Y C, w - STEEL TIE-DOWN CLIPS. BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SEE DETAIL 1/4&2/4 IN 6. MAXIMUM&MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL m / ADDITION TO TIE DOWN UNIT SMALL CONFORM TO SPECIFICATIONS STATED HEREIN.ALL hiECHATJICAL 4- SCHEDULE FOR CLIP SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER INFORMATION,TYP. t4ANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY ' OF Tile CONTRACTOR. U 7, FASTENERS TO BE :12 X-'OR GREATER SAE GRADE 5 UNLESS NOTED z a 3 PIAX .'I 1 - 3 MAX OTHERWISE.TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, 7YP '� TIP CARBON STEEL ONLY,INSTALLED TO 3192 KSI MIN CONCRETE.SEE ANCHOR U SCHEDULE FOR ANCHOR REQUIREMENTS.ALL FASTENERS SHALL HAVE '-� HOS I"STRUC LURE DESIGN BY OTHERS. ; /1 APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS, Q o d SEE TIE-DOWN SCHEDULES FOR �l8• ;'I �'VA.- 8. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL(GRADE D)WITH Fy=33 KSI OR u ALLOWABLE SUBSTRATES.NOTE:WOOD ALry 11 1 SYS �r �l BETTER.ALL STEEL ME( -IBERS SHALL BE PROTECTED AGAINST CORROSION WITH F LL C°. F W MEMBERS MAY NOT 6E USED FOR t `HYO SOV AN APPROVED COAT OF PAINT,ENAMEL OR OTHER APPROVED PROTECTION IN ROOF-70P APPLY(-AI IONS PER FBC 1522. MAX \ 3MA TYP.X A,�\ aN��<� COATING REQUIRED FOR ALL COASTAACCORDANCE WITH THE 2010 FOC L INSTALLATIONSIONS 2203.2 ,O 2220,G90-RATED (A I _-- "- % �'O` 9. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION.AS A z x✓Q n 4 TYP. 0��` MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4"MIN.THICK AND DOUBLE CLIP OPTION: {n z u I SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI,UNLESS NOTED o x a O If) CUPS MAY BE USED AT EACH CORNER(ONE EACH N I " w OTHERWISE. c I OPPOSING CCIRNER FACES,3'FROM CORNER APEX,TOTAL UE d\ I1TIL[ZE 1 CLIP*AT EACH CORNER ~ Q ( ) 10.ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE In n D (d)CLIPS PER UNIT FOR THIS OPTION),EACH CLIP SHALL NOT �� AS SHOWN WITH 3"MAX OFFSET GRADE#2 WITH SPECIFIC GRAVITY G=0.55 OR GREATER.DIRECT z = LL F j EXCEED 3"MAX OFFSET FROM END OF MECHANICAL UNIT.AS FROM END OF MECHANICAL UNIT. CONNECTION TO WOOD MEMBERS/SLEEPERS IS NOT PERMITTED FOR ROOF-TOPH U o DETAILED HEREIN,DO NO SPACE CONCRETE ANCHORS CLOSER - --'--- _ C SECTION 1522, a THAN THE ALLOWED SPACING LIS-i E0 IN THE TIE-DOWN MECHANICAL UNIT 11.THEE CICATIONS ONTRACTOR IA PERS RESPONSIBLE TO INSULATE ALL MEMBERS FROM x I q ANCHOR SCHEDULES.SCE SHEETS 2&3 FOR MORE nDISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS,I.E.ALUMINUM PER F.B.C. INFORMATION. 1 TIE-DOWN ISOMETRIC 2O03.R.4. ISOMETRIC 12.ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS, - STRUCTURE TO WITHSTAND SUPERIMPOSED +FOR CLARITY,THIS ISOMETRIC ONLY 51 lows I.CLIPS.THE ISOMETRIC 13. THE ADEQUACY OF RIF EXISTING STR T m E LAYOUT IS TYPICAL FOR BOTH I"AND 2'CLIP APPLICATIONS 2"CLIPn LOADS SHALLBE VERIFIED BY THE ONSITE DESIGN PROFESS[ONAI.AND I5 NOT a,'•, � ' INCLUDED IN ACBE CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, c' r ARE NOT CERTIFIED FOR ANCHORAGE TO CONCRETE _ NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. Q m g J18 i TIL DOWN CLIP DIRECTIVE EXAMPLE 14, THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE �d s " - _ DIFFERENT FROM INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS M " OWI ... THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED DIMENSION REST EXAMPLE ILLUSTRATES THEPROCEDUREESHETS 2 3 FOR TO DETERMINE THE IF.S.)MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECHANICAL.UNIT THAT CONFORMS TO THE , Q I UlI4EN510N RcS 1'RICTIONS LISTED HEREIN.SEE SHEETS 2E3 FUR TIE-DOWN SCHEDlILFS,) ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE 1N - f.ON111NCT10N WITH THIS DOCUMENT. 1SJY MECHANICAL UNIT CRITERIA: 15. NATER-TIGHINESS OF EXISTING HOST SUBSTRATE SHALL BE THE FALL aeG c I --—"--- ----- --- RESPONSIBILITY OF THE VEEINSTALLINGALT CONTRACTOR,CONTRACTOR SHALL g $ COfJSIDER THE INSTALLATION OF(1)MEI.HANICAL UNIT YJ1711 TI IE FOLLOWING CRITERIA= ' u 36"TALL x 36"DEEP x 24"WIDE,150 LB WEIGHT AS VERIFIED BY OTHERS,INSTALLED TO 3192 KSI FACT.CONCRETE AT_GRADE AS VERIFIED BY OTHERS. ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED 1R PROCEDURE: HEREIN.IVIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY r 3318 ........... _................ _............ I .............._. .......__..___ --"��"�� WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR A5 PROCEDURE STEP RESULT WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING COPYRCd,l Kdll(I.FJilaRR,YI P.E. ... . .. ..._. 1 I LOCATE THE AT GRADE TIE DOWN SEDULE ON SHEET 2 AND SELECT CLIP TYPE CONSIDER 1 STEEL[LIP _ CONTRACTOR. 11-BMP-0001 2 1 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO RF INSTALLED 36 x36 9FT .. —..._ .... SGE N.T3. O1 3 I _ ChECK MA%IhIVFI UNIT HEIGHT RESTRICTION UNIT HFI HT IS 3 WHICH IS LC55 TI IAN THE MAXIMUM ALLOWABLE HEIGHT OF 48 PAGE DESCRIPTION: 4 - CHECK MINIHLIM UNIT WiOTiJ RCSTRICf10W UNIT WIT11Ti�Tq 24-ifffil IS EQUTSACENT'fTTihE MI NIMIiFi ATLUIYABLE6110TH OF 24 5 !DETERMINE THE NUMBER OF CLIPS TO BE USED AT EACH CORNER OF THE MECHANICAL UNIT CONSIDER(1 CLIP AT EA H CORNER,INSTALLED TO(OflCGETe SUBSTRATE - RCONCLUSION:MA.XINUM ALLOWABLE LATERAL DESIGN PRESSURE- (COMPARE PITS LAI.UE TO TIIF SEPARATE SIT'SPECIFIC REQUIRED C ESIGN WIND PRESSURE PROVIDED BYA LICENSED ENGINEER OR REGISTERED ARCHITCCf,'NOT INCLUDED IN THIS c CERTIFICATION) 111 STEEL CLIP TIE DOWN SCHEDULE: AT GRADE INSTALLATIONS: arse _ o I MAXIMUM ALLOWABLE LATERAL WIND PRESSURE(ANCHOR TO HOST STRUCTURE) = MAXIMUM Sl1RFACE UNIT 1)CLIP AT EACH CORNER�TAL OF 4 CLIPS PER 11N1T) (2)CLIPS AT EACH CORNER NOTAL OF B CLIPS PER UNIT = AREA OF UNITS UNIT WIDTH 51{EET METAL LARGEST FACE HEIGHT SHEET METAL SCREW SHEET METAL SCREW WOOD SCREW TO TAPCON TO I SHEET METAL WOOD SCREW TO 5 _ TAPCON TO CONCRETE TO ALUMINUM TO STEEL WOOD CONCRhTE SCREW TO - SCREW TO STEEL WOOD ••fR t Ur I ALUMINUM V 4 FP 91 PSF 91 PSF 91 PSF 91 PSF 100PSF ---__ ....__..___._.__..._._. F� L - — _..__ _...... ....... __.- 1 .....__100 PSF 11X1 PSF 160 PSF .. .... .. _. 6 FT' fit PSF B7 PSF 61 PSF 61 PSF _ 160 PSF _ 100 PSF 100 PSF 100 PSF 1 OFT' 48'MAX 24"MIN 646 PSF: 40 PSF 40 PSF 40 PS 77 PSF 77 PSF 77 PSF 77 PSF ( $ ...... ..- _— "t .0 _ 12 FT ,I 30 PSF _ 30 PSF _ 30 PSF 30 PSF 58 PSF SB PSF 5B PSF 5, PSF �U,'. i ifi Fl 22 PSF 22 PSF 22 PSF 22 PSF 43 PSF 43 PSF q3 PSF 43 PSF W ... ......._--_ -_ _ _ i Q ; X0 FT 26 PSf i 2d PSF 2d PSF U w 5 _ _... /� 49 P.,F 49 PSF 49 PSF 47 PSF I(1 > rffiM39 PSF39 PSF 39 PSF 37 PSF L3 48"MIN Z 33 PSF _ 33 PSF 33 PSF _.. 31 PSF ry O Q w u 36 FT' 27 PSF PSP 27 PSF 26 PSF Z k s w i r z ww 1. TIE-DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH(3)-012 SAE GRADE S SHEET METAL SCREWS. ((5)-SHEET METAL SCREWS REQUIRED FOR LONG C(IPS,SEE DETAIL 1/4.) LL s? J 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: o w m i 2.1. ALUMINUM HOUSING UNrrS SHALL BE 6063-T6 MIN.ALUMINUM SHEET WITH Fty=30 KSI,0.125'MIN.THICKNESS. D g 2.2. STEEL HOUSING UNITS SHALL BE 33KS1 MIN.STEEL,GRADE 33,22GA MIN.R=0.0299'). 3. ltAXiMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE 1'CLIP, - 4. A MAXIMUM ALLOWABLE VALUE OF 100 FSF HAS BEEN 01'ILIZED;FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR 517TE-SPECIFIC ENGINEERING. ANCHOR SCHEDULE: 1 SUBSTRATE ANCHOR j (- CONCRETE (Ij Y E CARBON STEEL ITW BUILDEX TAPCCN 1 FULL EMBED TO CONCRETE,2i MIN. Z n (4 THICK I11N,3 192KSf MUl) EDGE DISTANCE,s MIN SPACING TO ANY ADIACENT ANCHOR. ANCHOR SCHEDULE NOTES: H 7 ----� -- "" - 1. EMBEOPLENTAIID EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. U ALUMINUM. (1)-014 SAE GRADE 5 SHEET MCTAL SCREW TO ALUh11N111.1,PROVIDE(5)PINCHES MHN. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. J Z < ` (0 125"h11N IMI LK 6C6t Tb MIN.ALUMINUM) PAS I'THREAD PLANE FOR SHEET METAL SCREW 2. _•� 3 > .... --...._ ___._ _ ..._.... ......_ ...._....-. STEEL' (1)-914 SAE GRADE.5 SHEET METAL SCREW TO STEEL,PROVIDE(5)PINCHES HIN.PASTd ran m p n TABLE LEGEND: Z O (0.125 MIN THICK,33 KSI 141N.STEEL) THREAD PLANE FOR SHEET 14ETAI SCRLW. -; -DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE z LL n C SEALED WOOD: (I)-014 SAE GRADE 5 WWD SCREW TO WOOD MEMBER PROVIDE lI,'MIN.THREAD w ISOUTHERN YELLOW !p 1. =0.55 O0.GETTER) I'ENETRATOfl,1"lIIN.EDGE DISTANCE,1'MIM END DISTANCE. -DENOTES VALUES NOTAPPROVED FOR USE �2 k 2"STEEL CLIP TIE-DOWN SCHEDULE: AT GRADE INSTALLATIONS: w o a o ` 4 I I.IAXIMUM ALLONJABLE LATERAL WIrNO PRESSURE ANCH(1R 10 HOST STRUCTURE) __ _ .. _.____ _ Z c ( MAXIMUM SURFACE UNIT UNIT SI)_CLIP AT EACIi COR14ER TOTAL OF 4 CLIPS,PER UNIT) __ 1 (2)CLIPS AT EACH CORNER(TOTAL OF 8 CLIPS PER UNIT z =Sx ARFA OF UNI1S 1 HEIGHT W'[OIH 1 SHEET METAL I - w I.AR(EST FACE —,SHEET METAL SCRE1^/ 5110ET METAL Sf Rf.W N'ODU SCREW TO SHEET METAL I WOOD SCREW 7O f d8 1 I SCREV!TO tl m TO ALUMINUM TO STEEL_ WOOD SCREW TO STFE.L WOOD Y AI.IJMINUM c I 4 FT-. _I 100 PSF 100 PSF 1D0 PSF 100 PSF 100 PSF I 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF __ 100 PSF 100 PSF r 9 FT 48"MAX 24"MIN 67 P F 67 PSF 67 PSF 100 PSF 100 PSF 100 PSF_ u _ _ _. - ......_ ... -� UFT' _ so SF SO PSF 50 PSF 99 PSF 99 PSF 99 PSF °� `y 1G FT _ 3B PSF -_1 - 38 PSF 30 PSF 74 PSF 74 PSF 74 PSF a,y ...... . .. ... _..._ .... n 20 FT' _ 41 PSF 41 PSF 41 PSF 80_PSF 80 PSF 80 PSF _ Jt _.- ...._ 19 25 33 PSF 33 PSF s3 PSF 1 64 PSF fil FSF 64 PSF 60 MAX 48MINK 30 FT' II 27 P�SjFn Ii` Z7 PSF 27 PSF 53 PSF 53 NIP 53 PSF Y.. v s 36 FT' 44 PSF......__ 1 44_PSF____ 1. 11E-DOWN)CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT W ITH(3)-012 SAE GRADE 5 SHEET METAL SCREWS. 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN.ALUMINUM SHEET WITH Fly=30 KSI,0.125"MIM.THICKNESS. 9 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MINN.STEEL.,GRADE 33,22GA MIN.(L=0.0299'), O�r 3. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED;FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR „ SITE-SPECIFIC ENGINEERING. s v� ANCHOR SCHEDULE: CV N111fRMN l.ED�YR03PE. SUBSTRATE I ANCHOR ANCHOR SCHEDULE140TE5: 11-BMP-0001 1 E143E01•IENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE, ALUMINUM: (2)014 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MIN.PAST LCAIE: N.T.O. DI (0.125"MIN.TRICK,6061=I6 MIN.ALUMINUM) THREAD PLANE FOR SHEET METAL SCREW. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED 1N ANCHOR SCHEDULE, PAGE DESCRIPTIO ... .....................____.__ STEEL: 2-914 SAE GRADE 5 SHEET METAL SCREW TO STEEL PROVIDE 5 PINCHES IN F 1 O O P N MIN, (0.125'NINN TRICK,33 KSI MIN.STEEL) THREAD PLANE FOR SHEET METAL SCREW. aSF.AIED WOOD,1-1/2'MIN THICKNESS: (2)014 SAE GRADE 5 W'OD SCREW TO WOOD MEMBER,PROVIDE 1%"MIN.THREAD �� -DENOTES VALUES NOT APPROVED FOR USE (SOUTHERN YELLOW PINE,G=0,55 OR BETIER) PEKE IRATIOIJ,1 lIHJ.EDGE DISTANCE,1"1-TIM,END DISTANCE. _ -,�.j I FM11EEWWAVINARDO,P.E. �1" STEEL CLIP TIE-DOWN SCHEDULE: ROOF-TOP MOUNTED INSTALLATIONS : q rc, MAXIMUM ALLOY/ABLE LATERAL WINO PRESSURE ANCHOR TO HOST STRUCTURE) NJAXIMUM SURFACE S1)CLIP AT EACH CORNER�TAL OF 4 C(IPS PER UNIT) 2 CLIPS AT EACH CORNER TOTAL OF_B CLIPS PER UNIT rI V UNI ---- - --- - -_�.- __ _ No A654 ' AREA OF IIIJITS UNIT WIDTH SHEET METAL a.iva/u*i uulio is auwlE siLTIJH tf03I_ 1 LARGEST FACE HEIGHT TAPCON TO C014GRETE'SHeTO METAL SCREW SHEET METAL SCREW TAPGON TO S{DEET METAL ) epuRcs nurflooF - TOALUFAUIUM TO STEEL GOFICRETE SCREW TO SCREW TO STEEL L. /[w Ila/z wwcNA; ALUMINUTA —no-E UNDY BF MOUNTED IJII rn __ i1JRAf ausfD A ruxlNUN uF B tNCHEs ABuvE rile U 'z 4 PSF __ 02 PSF ---' [1 d2 PSF 100 PSF _ fW PSF t00P5F ROOF SURMCE,OR YINERE RIMING IUTER/A15 L'tQ1". ZST TY/Fa 6 FT' -- - '------'--- ---'- EYItiVI BENEAINTNE UYIT,(W RAISfD /- P 41 FSF 41 PSF 41 PSF 77 PSF 77 PSF 77 PSf fvurlWENr suvvoRrs F/wwwNGAnwrwnul ? •. �j .•�� 9FP 48 MAX 23"L•11N 27 PSF 27 PSF 27 PSF 51 PSF 51 FSF 57 PSF aEARANCE NE/GnnnnccowAxce Tnm �.� z / 12 FT' sfcTlrrx tsov ANO/OR Lsn a-n1FewLwNc 3B PSF 38 FSF 3d PSF Cfx>E TO PEANfT AEM1R5,flF%ACEMENT,AJJJ/OA � ,U„ I6 FT_ %� /_, lfAfNl(9UNCE Of THE ROIYf/JG SYSTFfI ANYCURfl ''',,, __ �i/ 29 PSF 29 PSF 29 PSF 2 a„ 20 FT' /i///i,,.,�/ f y, / 33 PSF tti,suEncwr DrnlrFD wNM I u."wau. w x..X I m 33 PSF 33 PSF fUVESEFARATE 00 ONTATIQY VeR tIG w 26PSF 26 PSF 2d PSF INIEGRIrY AND IS MITS1UF Pff SCOP£(1FTIlS Q` i' "-' BO"MAX 4B'MIN / ! <{rr 1 u)urrrlur:ox. a a w o 0 30 FT' '/t'f �,'� %/i%%Jr /�/ %////i �— ... e w°c 1 ...__ 3s rr.._. ,ffr� /l/////�> / /X / j/t/L' z n o 1. TIE-DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH(3)-i 12 SAE GRADE 5 SHEET METAL SCREWS, ((5)-SHEET METAL x j SCREWS REQUIRED FOR LONG CLIPS,SEE DETAIL 1/4.) - 2. MfcALUMIN HOUSING GUNUNIT TMALL SSMALLnEO063-T6IN.ALUMING: ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP �o 2.1. ALUMINUM HOUSING UNITS SMALL BE 6063-T6 MIN.ALUMINUM SHEET WITH Ry=30 KSI,0.125"1.1(N.THICKNESS, AAAA._....._--___AAAA.__ 2.2. STEEL LOUSING E ITSWIN SHALL BE ES F EACH STEEL,GRADE 33,SGA MIN,(Y BEE 99"). (DESIGN TABLE RCOMM00ATES MAX 90LB/CLIP AS ADDITIONAL UPLIFT IN 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACN INOIViDUAL SUBSTRATE MAYBE BE EQUIVALENT DUE TO TIDE LIMITING CAPACITY OF THE 1'CLIP. COMBINAT10N WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED;FOR HIGHER DEMAND CAPACII LES CONTACT THIS ENGINEER FOR SITE-SPECIFIC FORCES.SEE ASCE 7-10 SECTION 29.5 FOR MORE INFORMATION.) ENGINEERING. ANCHOR SCHEDULE: ALLOWABLEUPL3Pr PER UNIT IS BASED ON I THE NUMBER OF CLIPS UTILIZED x 90LB/CLIP SUBSTRATE ANCHOR z --- —.-- EXAMPLE: 4 CLIPS x 90 LB/CLIP -360LB N CONCRETE: (1)!.'0 CARBON STEEL ITW OUILDEX TAPCOPI,A, FULL EMBED TO CONCRETE,2'n' (4"THICK MIN,3192XSI NIH.) EDGED ISTANCE,3"MON.SPACING TO APP!AD]ACENT AHCk10R_ (REQUIRED UPLIFT DEMAND SHALL BE DETERMINED U ALUMINUM: DNA SITE SPECIFIC BASIS BI'LICENSED ENGINEER Z (1)-tl l4 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE()PINCHES FIIII. OR REGISTERED ARCHITECT NOT INCLUDED IN THIS J 1 (0.125 h1IN.(HICK 6U 1-16 MIN.ALUMINUM) PAST TI(READ PLANE FOR SHECf METAL SCREW. I. 1: _... _. ._. ._AAAA. ..._ ........ _ _AAAA._. ...AAAA.. CERTIFICATION) QO ............... ......_- a n STEEL IHaEA4 SAE GRADE S SHEET METAL SCREW TO STEEL,PROVIDE(5)PINCHES MIN PAST ZO Z v (11125"MIN.THICK,,13 I:SI MIN.STEEL) 1HRFAD PLANE FOR SryF.EI METAL SCREW TABLE LEGEND, a AAAA ........ AAAA... AAAA_.. w 1. EFIBEDMEr1T AfJD EDGE DISTANCE EXC LUCES FIPJISIJES,IF APPLICABLE. I'/.::%I� -DENOTES VALUES NOT APPROVED FOR USE 1--1 � -� 2. ENSURE NINIr1Uf-0 El1GE DISTANCE AS NOTED IN ANCHOR SCHEDULE. --- — Z G 2" STEEL CLIP TIE DOWN SCHEDULE ROOF TOP MOUNTED INSTALLATIONS: hj^ a 5 0 AAAA — MAXIDIIIFI AILOVJAdLE LATERAL WIND_PRESSURE ANCHOR TO__HOST STRUCTURE S �' Z E II (TOTAL CLIP Of EACH CURLER (2)CLIPS AT EACH CORNER MAXIMUM SURFACE I (TOTAL Of 4 CLIPS PER UNIT) (TOTAL OF 8 CLIPS PER UNIT) nor E.aoDETDAtnsrauxnlAvs s:w.L confoRN" w ' U141T UNIT "' "' --- - AAAA.. .. IO,LOVIUA BUJlUJN4 CO✓E vl LTIDJ 1509(AnD Q. AREA OF UNITS HE1G11T WIDTH SHEET METAL Jsrt FOR Hvnzl H•NrcH AEQ(nRfa rN.lrAoaF P. I LA FACE (SHEET METAL SCREW SHEEP METAL SCREIV SCREW TO SHEET METAL EIJUlmDE4cNAJJ/i.LL WN WNC✓NTED QN M TO ALUMINUM TO STEEL ALUMINUM 10 STEEL CLUBS RAIaED AFIlN:JWM(MBIA'CHFS ABOVE THE W i _ T,OJFSIUFAf�ORIVrIEAE flOJFI'IG HATfRUlS T EXTEND EE/RATA IIIE' YfTU ,(W NAIStU 4 FT' 10(1 PSF 1011 PSF 1110 VSF 1110 PSF EQUTALENI SUFVORTS F'RL%'ID/NGANINInIN o fi FP I 84 PSF 84 PSF 100 PSFOF-1celicl 1),A`c R 4:F 9 FP - 48"MAX 24"MIN '6 PSF 56 PSF 100 PSF 1110 P F 5�^fioN so9 Ar woR u72 oF>JIF•✓R DING ul f � ... RENACE 17 A.W. .'- • L* S 12 FT' 42 PSF 42 PSF B2 PSF 02 P_F eulrorrxA(+cF OFT EROgI--",EH M'Y CURB OK, BvR 16 fT 31 DSF 31 PSF 61 PSF_ 61 PSF GilS✓I-VJRT DTIDIED I'l/M THIS DESIGN SINLL - L- _ u:vEsf Rnr Do nr nuv vE lmvc " ys 20 F r' 34 PSF 34 PSF 67 PSF 67 PSF NttFGarrr D/s J rrslrw rnE srJrE of rHls Y J i] E 25 FT ._.____._ _ .. CERTlFlCATIJN U LL • " = 27 PSF 27 PSF 53 PSF 53 PSF AAAA ............. 60 MAX 48 MIN JJJJ// — 30 FT �Hf i� / - 44 PSF 44 PSF .— - ._..... .....__.... �� = 36 FT' i .� "•/ ...1/F'G i...:: ........37 PSF �. 1. TIF.-DOWN CLIPS SMALL BE FASTENEDTO MECHANICAL HOUSING UNIT WITH('+J-y 17 SAE GRADES SHEET META L SCREWS: -_- ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP � gR 2. MECHANICAL HOUSING UNIT SHALL CONFORM 10 THE FOLLOWING: z ___............... ax 2.1. ALI/M IiVI1fA IIOIISING UNITS SHALL BE 6063-Tb MIN.ALUMINUM SHEET WITH Fly=3U KSI,0.125"MIN."THICKNESS. (DESIGN TABLE ACCOM140DATES MAX 90LB/RIP AS ADDITIONAL UPLIFT IN ;F C 2.2. Sl'EEL HOUSING LIMITS SMALL BE 33KSI HIM.STEEL,GRADE 33,22GA MIN.(t=1.02991') CUMBINAf1014 WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL. Tn e 3. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN LFrILIZED;FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR FORCES.SEE ASCE 7-10 SECTION 29.5 FOR MORE INFORMATION.) SITE-SPECIFIC ENGINEERING. ALLOWABLE UPLIFT PER UNIT IS BASED ON )S ANCHOR SCHEDULE: THE NUMBER OF CLIPS DTII IZED x 901.8/CLIP rcKi B f.(PYNfJII fIWY(L f08W14)FE EXAMPLE: 4 CLIPS x 901.8/(].IP =360LB su6srvrE ANcnoii ll-BMP-0001 — — a' ALUMINUM: (2)-"14 SAE GRADE 5 SHEET METAL SCREWTO ALUMINUM,PROVIDE(5)PINCHES MIN. (REQUIRED UPLIFT DEMAND SHALL BE DETERMINED SCALE, NY.9. 0]. '. t' (0.125 MIN THICK,6061 T6 MIN ALUMINUM]PAST THREAD PLANE FOR SHEET MET L SCREW, ON A SITE SPECIFIC BASIS BY LICENSED ENGINEER ...�. _...__ ..AAAA. _....... -- 9S.P._._...__T OR CERTIFICATION)REGISTEREDARCHITECT; INCLUDED IN THIS PA ESCRIPT[oNI � STEEL (2)-#14 SAE GRADE 5 SHEET METAL SCREW 70 STEEL,PROVIDE(5)PINCHES MIM.PAST �CER71F/CATIDN) (0.125`MIN._THICK 33 KSI,MIN.STEEL)...I,TH READ PLANE FOR SH E E T M E T A L SCREW. _ ..._.__.__ .__AAAA TARIFA LEGEND: -- 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPIICABLE. -DENOTES VALUES NOT APPROVED FOR USE ` 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IIJ ANCHOR SCHEDULE.— ------ _ -—- _--- r. *FOR ANY CLIP LONGER THAN 10" E(iYleeivY �.E UTILIZE(5)YI2 SAE GRADE 5 SHEET METAL SCREWS(PROVIDE ♦,f // ,\�44 OO .•`\ 2-MIN.SHEET METAL SCREWS AT � MECHANICAL UNIT BY OTHERS,ALUMINUM-- .�T�. i.•/j,']/yrt[/AYYI�.+ [ TI IE TOP OF THE.CLIP)TP. �� I HOUSING UNITS SHALL BE 6063 T6 MIN. \ "�. 4 1.R �i 0 19" ALUMINUM SHEET WITH Fty=30 KSI,0,125"MIN. Typ. �1 THICKNESS,STEEL HOUSING UNITS SHALL BE 1 j N 0 7 33KS1 MIN.STEEL,GRADE 33,22GA MIN. (3)•N 12 SAE GRADE 5 SHEET METAL d• UI t, SCREWS THROUGH CLIP*T"O TMA3 MECHANICAL HOUSING UNIT BY ��� FL CJ �•, " 0.068"THICK- U AS2ft ���', `� T% `OTHERS.PROVIDE(5)PINCHES MIN. STEEL,TYP. I a / PAST THREAD PLANE FOR EACH Qk aSMS,TYP. ' .a'`T,"• LI y o IJ��I 0,068" RJ THICK ASTM W Vj �m U U A283 STEEL CLIP,TYP. I j o BASE OF UNIT SI TALL._ rLI�LT Q Q"U ' ILEI BE FLUSH WITH BASE —ANCHOR PER ANCHOR SCHEDULE U�L w W o 3/8.� c m$ - OF CLIP,NO SPACE Z k •' PERMITTED,TYP. (3)-Jt 12 SAE GRADE 5� SHEET METAL SCREWS III !�"O HOLE,WITH �/ / ` A W rn m AT TOP OF SLOT,TYP Ill ANCHOR FROM T' (OTHER a I i I CLIP ANCHOR DIMENSIONS ,\- ti 0 g 0.75 - SIMILAR) I SUBSTRATE PER ANCHOR f i .A�--SCHEDULE,TYP. - �- ` SCHEDULE(VARIES) 6` 1" TIE-DOWN CLIP ANCHOR DETAIL H N.T.S." CLIP ISOMETRIC DETAIL q 3`=V-o" DETAIL J 4 NISOMETRIC -._......_......__........ _ CLIP IS DESIGNED FOR FULL Q n y p ? CONTACT WITH TI IE BASE OF EACH �M n p a �_PIECHANICAL UNIT,TY'P. Z O rf 6 n 0.125"l•""} %;;;7 �+. m LL MECHANICAL UNIT BY OTHERS.ALUMINUM I•'' HOUSING UNITS SHALL BE 6063-T6 611N. ¢ (II ALUMINUM SHEEF WITH Fty=30 KSI,0,125"MIN, W a p 0.113"THICK I I HICKNE55,STEEL HOUSING UNITS SHALL BE (3)-Y12 SAE GRADE 5 SHEET METAL ASTM A283-) Il 33KSI MIN.STEEL,GRADE 33,22GA MIN. � SCREWS'IHROUGH CLIP TO z v to < O 111 MECHANICAL MOUSING UNIT BY STEF.I.,Tl'P. SI (t-0.°259`). T OTHERS.PROVIDE(5)PINCHES MIN. C u �U T •� PAST THREAD PLANE FOR EACH (J SMS,TYP. `a 0,113"THICK ASTM �l A283 STEEL CLIP,TYP. I� �- (3)-JJ12 SAE GRADE BASE OF UNIT SHALL-,, I'I (2)ANCHORS PER ANCHOR e 5 SHEET METAL HE FLUSH WITH OASE '� ��— ry I( - SCREWS AT TOP OF OF CLIP,NU SPACE �, / 3/B" SCHEDULE -i IJ SLOT,TYP. PERMITTED,TYP. 11 ):'O HOLES,NOT TO ^I o 'Ei j BE USED FOR / \! 0 R ANCHORS,TYP. E ANCHOR - •! SUBSTRATE PER H SCHEDULE(VARIES) S .375' ... ,. 3<; 6.75`-!-, L� -j`f ,\ _• .pOs q , t I 2" TIE-DOWN CLIP ANCHOR DETAIL t r � rcY Vk � f i 4 CW1aM'JRiWII<L.BFf1V.FW iE. DETAIL 11-BMP-0001 ' FACTORY-MILLED!SV HOLES; // / SCREE: 01 UTILIZE ANCHORS FROM 2" N.T.4. -� "�:O :',1�0 --- -- PnG[T7,ESCRIPTION; CLIP ANCHOR SCHEDULE,TfP. i CLIP I5 DESIGNED FOR F111.L CONTACT WITH THE BASE OF EACH MECHANICAL UNIT,TYP, ���11111111 0'S0" a 2" CLIP ISOMETRIC DETAIL _ 4 N.TS, ISOMETRIC v i