Loading...
MC-16-1045 (2) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-257160 Permit Number: MC-4-16-1045 Scheduled Inspection Date:August 01,2016 Permit Type: Mechanical - Residential Inspector: Perez,JanPlerre Inspection Type: Final Owner: Kleiner,Gary Work Classification: A/C Replacement Job Address:1140 NE 100 Street Miami Shores, FL 33138- Phone Number 305 213-8533 Parcel Number 1132050190430 Project: <NONE> Contractor: SOLAR BEAR SERVICES Phone: (305)863-1830 Building Department Comments EXACT AC CHANGE OUT 5 TONS Infractio Passed Comments INSPECTOR COMMENTS False TO REPLACE EXPIRED PERMIT#MC 15-1623 L— I Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid July 29,2016 For Inspections please call: (305)762.4949 Page 5 of 43 41 f E Miami Shores Village '" 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 :73 aExpiration: 0112312017 Project Address Parcel Number Applicant 1140 NE 100 Street 1132050190430 Gary Kleiner Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell Gary Kleiner 1140 NE 100 Street 305 213-8533 Miami Shores FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 8,944.00 SOLAR BEAR SERVICES (305)863-1830 Total Sq Feet: 0 Tons:5 Available Inspections: Additional Info:EXACT AC CHANGE OUT 5 TONS Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 Invoice# MC-4-16-69456 DBPR Fee $4.70 07/27/2016 Check#:1008 $345.84 $0.00 DCA Fee $4.70 Education Surcharge $1.80 Permit Fee $313.04 Scanning Fee $9.00 Technology Fee $7.20 Total: $345.84 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 taws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. July 27,2016 Authorized gnature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 27,2016 1 Miami Shores VillageEAPPR T{BuildingDepartmentois 10050 N.E.2nd Avenue,Miami Shores,Florida 33138Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 14 BUILDING Master Permit No. kf, 16'" �o PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING REVISION EXTENSION ORENEWAL ❑PLUMBING 0 MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1140 NE 100 ST City: Miami Shores County: Miami Dade Zia: 33138 Folio/Parcel#:11-3205-019-0430 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):GARY KLEINER Phone#:305-213-8533 Address: 1140 NE 100 ST City: Miami Shores 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: MARK VEILLEUX Phone#: 305-863-1830 State Certification or Registration#: CAC1817134 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$894 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: EXACT AC CHANGE OUT 4;-Tvr�S Specify color of color thru tile: Submittal Fee$ 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 (RevisedO2/24/2014) M - 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 16 " Signature �d4z lt,6tA +NERorAGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 18 day of APRIL ,20 16 ,by 16 day of APRIL 20 16 by GARY KLEINER w o is personally known to MARK VEILLEUX who' personally know me or who has produced r as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign:�� # Print: +� a► is 2m a�t Ala,.S a� X04 C� Seal: •�,J , `•ter WWW AARONWARY.COk! rt ` APPROVED BY Inxaminer Zoning Structural Review Clerk (Revised02/24/2014) Pro pe Search Application-Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER T... T "+t Summary Report Generated On:4/18/2016 Property Information Folio: 11-3205-019-0430 Property Address: 1140 NE 100 ST Miami Shores,FL 33138-2602 GARY KLEINER Owner KERI LMNGSTONE Mailing Address 1140 NE 100 ST MIAMI SHORES,FL 33138 Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds i Baths I Half 2/2/0 Floors 1 Living Units 1 Actual Area 3,084 Sq.Ft Living Area 2,376 Sq.Ft Adjusted Area 2,555 Sq.Ft Taxable Value Information Lot Size 8,925 Sq.Ft 2015 2014 2013 Year Built 1946 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $381,4011 $377,9781 $371,654 Year 2015 2014 2013 School Board Land Value $272,468 $241,308 $163,046 Exemption Value $25,000 $25,000 $25,000 Building Value $259,384 $255,739 $257,860 Taxable Value $406,401 $402,978 $396,654 XF Value $748 $748 $748 City Market Value $532,600 j $497,795 $421,654 Exemption Value $50,000 $50,000 $50,000 Assessed Value $431,401 $427,978 $421,654 Taxable Value $381,4011 $377,978 $371,654 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2015 2014 2013 Taxable Value 1 $381,401 $377,978 $371,654 Save Our Homes Assessment Cap Reduction $101,199 $69,817 Sales Information Homestead Exemption $25,000 $25,000 $25,000 previous Sale Price OR Book-Page Qualification Description Second Homestead Exemption 1 $25,000 $25,000 $25,000 06/16/2010 $530,000 27323-4644 Qual by exam of deed Note:Not all benefits are applicable to all Taxable Values(i.e.County, 02/01/2002 $270,000 202343479 Sales which are qualified School Board,City,Regional). 11/01/1992 $122,500 15749-4085 Sales which are qualified Short Legal Description 10/01/1983 1 $95,000 11937-2136 Isaies which are qualified 5 53 42 MIAMI SHORES SEC 8 REV PB 43-67 LOT 7 BLK 178 LOT SIZE 75.000 X 119 OR 202343479 02 20021 The Office of the Property Appraiser is continually editing and updating the tax roil.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 4/18/2016 07/27/2016 02:50PM 3058631885 SOLAR BEAR SERVICES PAGE 01/01 CERTIFICATE OF LIABILITY INSURANCE °°'°°"'r'r'r' /9/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE OOLDJER.THIS CERTIFICA'T'E DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVEUGE AFFORDED BY E POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING iNSURER(S),AUTttORiZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT: If the cartificate holder is an ADDITIONAL INSURED,the pollcy([es)must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy.certain policies may require an endorsement. A statement on this tnrMeate does not confir rights to the carllficate holder In lieu of such endorsernent(s). I PEER saliaa Pelger Sterling Risk Advisors Inc. EVIL . (670)424-6500 (67t424-650L P 0 Soz 724137 s>:eige etex�aaagra.eom ! COVERAGE NAIL 0 Atlanta OA 31139 VISUMIRA:Ameriaure Insurance Campany 194$9 DMIRED IASLWRX B Elite BVAC LLC, DBAs solar Sear Services RMAIAR CI 2013 NIN 94 Avenue 0. ! OIyOgER E! Doral TL 33133 1 ROUNER F. COVERAGES CERTIFICATE NUMBEP-16-17 COI REVISION NUMBER: THIS 16 TO CERTIFY THAT THE POLICIES OR INSURANCE LISTED 13SLOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE CY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHSR DOCUM&4T WITH RESPECT 0 WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE FOUCIQS DESCRIBED HUMIN IS SU9JBCT TO A.L THE TERMS, 0CT,U8101`18 AND CO NTNnONB OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDO CED BY PAID CLAIMS. LTR 1YPB OR INffiIaANGB VJNK POLICY NImIHER Lnmrrs $ COMERCIALaEWJALUABILITY S 1.000,000 A7 CLAiaeB-nwvoa ®=uR MISES100,000 CPP20926SO 5/10/2016 5/10/2017 p pip y0„ep�p= g I 5,000 PEftSONAI&AfYV INJURY S 1, '000 G&CLASIM'RMTE LwrAPPLIES Put 22RQ LA aDMMAgTE S I 2,000,000 8ra=❑JM ❑Lac PROOUCT3-CONff70PAGG $ 2,000,000 Saaft S 11000,000 AVTQUOK6A><a WPJTT MY 6 3,000,000 A B ANYAUTO WDLY RUW(Pb' te P +) S 2WED ULED CL2092657 8/10/2016 8/10/2017 BODILYINJIW(Perecoftm $ WraD AUTOSALTOS Ft S PBte"Ift $ lo,000 '> FAda E $ 51000.0001 A �LIABHCI.AIMS4AADF_ AGf3REt3ATF S 510001000 DE Rff1T3MIO S 0920972330003 5/10/2016 5/3,0/2017 g WORKERS COMPBNSATWN Amu ENPLaT9W uA"UA T YIN Y PANM ! ANY"XM RC7S "0="'TNS�T1yE EL EACH ACCMWr $ 1,000,000 A ORFICERAkEM6i� &NE0t70CW LJ NIA 9rC309Z999 5/10/7915 5/10/2017 ELOISEASE-PAERAPLOY S 11000.000 N ELL DISEASE-POLICY UUIT S 311000,000 DESCRIPTION CP CMIPAT Ns 19=AMOW I VENCLP.9(ACORD'101.AdManal RanmRa Sdm&tol nW lye BO aO If gra apace to rued) RR:Btechaaical COAtractor #CAC1S177:34 C ICATE HOLDER CANCELLAa7ON ' SHOULD ANY OF THE AHOV6 D6acmoM POLICIES BE CANCELLED BBFORE Village Of Miami sboree THE EDW'RATION DATE THEREOF. NOTICE WILL a6 ELIVERED IN 100520 HE 2 Avenue ACCORDANCE MTN THA POLICY PROVISIONS. Miami Shoree V19, FL 33138 A()Ti•I0Fd=RPPRtBCNTATrvB Paul Baker/BURKE 01988.2014ACORD CORPORATION. All his reserved. ACORD 25(2014/01) The ACORD name and 1090 are registered marks of ACORD neSOaS nn,ami ! Alk Z Elite HVAC dba Solar Bear Sery INVOICE 501aramr 10125 NW 116 Way Suite 10 0000038619 Medley FL 33178 it s Cooling ■ Heating a Air Quality Phone:305-863-1830 ® 0037765 www.solarbearfl.com 6/30/2015 Gary Kleiver Gary Kleiver 1140 No 100 St 1140 No 100 St Miami FL 33138 Miami FL 33138 305-213-8533 COD AShillingford Clin 3316 1.00 Furnish and Install Climate Comfort System 8,600.00 8,600.00 1.00 REMOVE Environmentally responsible removal of existing refrigerant plus remove and haul existing system 1.00 XC21-060-230 LENNOX XC21-060-230 5 TON CONDENSER 1.00 CBX32MV-060 LENNOX CBX32MV-060-230 5 TON A/H VARIABLE SPEED 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 FPL Rebate TOTAL $8,600.00 All material is guaranteed to be as specified.AN 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 N)M- r � 93 R All �5 HOR) Miami Shores VillageTy�EI���' Building Department ••• o•� JU S 0 2019 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 AIR CONDITIONING REPLACE NT DATA PERMIT NUMBER: MC S9009 . • •••• ...... This form must accompany ALL air conditioning replacement permit applications.Each ujn%j't ange-®uta Priust �0 0��• be on its own data sheet.Multiple units on single sheets are not acceptable. •••:•• 000* 0 ...... Job Address(where the work is being done):ULA® 09 100 9999 9999• City: Miami Shores Village County: Miami Dade Zip Code oC 9.999• • • ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CO;YdATE 5MR ••••�• ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATjQ ; �••••� A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means:YES❑ NO[(ARHI Sheet Attached:YES dNQ❑ Contract Attached:YES [� UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER hi hi Iny, Irk AHU or PKG.UNIT MODEL# - • COND.UNIT MODEL# KW HEAT 3 NOM TONS AHU CU 60 PKG 1)M.C.A AHU W CUffi PKG IL AHUA6 CU65 PKG 2)M.O.P AHU 46 CU&5 PKG 0*4 AHLnj0CU ISO PKG 3)VOLTS AHUjP CUqV PKG PKG UNIT t / / PKG UNI / EER/SEER ES NO REPLACING DUCTS YES iqn Yb--1 NO REPLACING THERMOSTAT YES NO YES N NEW 4000NCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size):--W-b 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 60 3. Voltage of Circuit(208/240/480): 120 4. Size Disconnecting MeanssQ:�, Contractor's Company Name:W LAF`1 2EIM Phone: -M-impew.5 State Certificate or Registration No. 1 Certificate of Competency No. Signature f .1Date: 6130115 (Qualifier's signature) (Revised02/24/2014) Certificate ®f Product Ratings ___ AHRI Certified Reference Number: 6332806 Date: 6/10/2015 Product: Split System:Air-Cooled Condensing Unit, Coil with Blower 0000 .. .. 0000 Outdoor Unit Model Number:XC21-060-230-11 . • • 000.00 .. . .. . Indoor Unit Model Number: CBX32MV-060*+TDR •••�•• 0000 Manufacturer: LENNOX INDUSTRIES,INC. '0000' 000'0: .. 0000.. 0000 .. Trade/Brand name: DAVE LENNOX SIGNATURE • .. .. 0000 .. . Region: ":'� '� •� Region Note: Central air conditioners manufactured prior to January 1,2015,are eligible to be 0000.. installed in all regions until June 30,2016. Beginning July 1,2016,central air conditioslel:s: 0 000 can only be installed in region(s)for which they meet the regional efficiency requirement. •0•0 • 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 testing: Cooling Capacity(Btuh): 57500 EER Rating(Cooling): SEER Rating (Cooling):: 16.00 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.ahridirectoryorg. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRL 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; am 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.shridirectory.orM dick 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 Y ©2014 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 130784230578425100 • BMP International 2010 Florida Buildin g Code.0g .0000 0000.. State Approved,, FL 142 • -R� :::::: 0 . . . 0000 0000 0000. . 0000. EQUIPMENT TIE DOWNSO""'••:•' •••::• . . . . 0000.. .0000. . . . 0 0000.. .. . 0000 . TD04 1" x 4" Tie Down Clip, Galv/Powder Coat, 4/Bag TD06 1" x 6" Tie Down Clip, Galv/Powder Coat, 4/Bag TD08 1" x 8" Tie Down Clip, Galv/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, Galv/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, FL14239-111, 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 i rel Kraroe m i u.�r a .euw I rwtToa�.I sxee�u i smr.a Fn.I wdx�nwre I vecerror i esussaar>aa I w ie 1 sinBusti P�actAPPr•valProau— Reyulacion > >Appauaen•ere FL# FL14239-R1 Application Type Revision Code Version 2010 Application Status Approved Comments • • Archived .w • • •••• •••••• • • • • Product Manufacturer BMP International Inc 0:000* •• • •••••• Address/Phone/Ematl 4710 28th Street N • St.Petersburg,FL 33714 •••:09 • • • (727)458.OS44 •••• • • •••• benmeng8@yahoo.com • • • • • •••• •• •• ••••• • • Authorized Signature Xianbin Meng •••••• •••• ••••• benmeng8"hoo.cem Is• • • • •• • •••• •••••• Technical Representative •••••• • • • • • • Address/Phone/Email • • • • •••••• Quality Assurance Representative • • • • • Address/Phare/Email •• • • ••• • • • • • category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer r:A Evaluation Report-Hardcopy Received Florida Engineer or Arrhited Name who developed the Frank L Bennardo,P.E. Evaluation Report Florida Ucense PE-0046549 Quality Assurance Entity National Ataeditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By Ryan 3.IOng,P.E. `I Validation Checklist-Hardcopy Received Certificate of Independence EL14239 RI COI COI.odf Referenced Standard and Year(of Standard) Standard Isar ASTM 01761-06 2006 ASTM D1761-86 2000 Equivalence of Product Standards Certified By Florida Ucerwed Professional Engineer or Architect FL14239 R1 Eauly Emuiv.odf Sections from the Code Product Approval Method Method 1 Option D Data Submitted 09/29/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/18/2011 Date Approved 01/31/2012 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) linins of Use Lu#atlation Instructions Approved for use h:HVHZ:Yes FL34239 RI II Dwo.odf Approved for use outside HVH2.Yes Verified By:Frank L Bennardo,P.E.0046549 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports othen This design provides allowable capacities for theFL14239 Ri AE Eval.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.floMabuilding.org/pr/pr_app_&I.aspx7param-wGEVXQwtDquDFJErtOSCeiRuPjMQICosOIP02g2fFDQozjtHIUWVA%3d%3d Page I of 2 ........... .. i 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 41rRo8tor Grader •, . . . . ...... 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 i 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: t • 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 01970387B by TestinQ.Evaluaaflo Laboratories, Inc. 0 • STRUCTURAL ENGINEERING CALCULATIONS Rgsed gin •� dor ' bes Structural engineering calculations have been prepared which rou 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 Fraft 01 • _161YARAP• 3. Maximum Allowable Unit Height 4. Minimum Unit Weight Deb AL. E a� 5. Maximum Allowable Unit Surface Area 6. Clip Configuration and Anchor Spacing 7. Anchor Capacity for Various Substrates 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM i _.... EXPPESSO November 4,2011 BMP INTERNATIONAL—SLOTTED STEEL TIEDOWN CLIPS 17/2" 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 schedWq 0P 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). i 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 products respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. I 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). i i i i I 160 SW 12TH AVENUE *106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM --................__...................................._............_..._....................... ._ m. .............. BMP INTERNATIONAL, I ;•••��' : "� z MECHANICAL UNIT STEEL TIE-DOWN CLIP CAPACITIES: AT GRADE &ROOF-TOP MOUNTED APPLICATIONS isms MIN,WEIGHT, GENERAL NOTES: C7 x �MEC•IANiCAI UNIT •'% ! P6t SEPARATE 1. THIS taLODucr IMAs BEEN DESIGNED AND sFw1.BE FABRICATED IN UI CEMFItATION,TW. ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING iCENTER OF GRAVITY i CODE,FOR USE WITHIN AND OUTSIDE THE MOM VELOCITY HURRICANE ZONEr,•••� I . ASSUMED TO ACT RA THE 2, No 33-2/M V40MAM IS SYSTEM.ALLOWABLE STRESS HAS BEEN USED IN THE `� •• GEOMETRIC CENTER OF THE •'' `' 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS RROM TEST MECHANICAL UNIT. ,,:�'� RI'.DORTS#TEL OL970387A.4TEL 019703878 BY nSTiALG EVALUATION a g• MECHANICAL UNIT MUST BE i p SEE DESIGN t�BORATal INC..NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY SQUARE OR RECTANGULlNT. ( 2 ICE NTER OF SCHEDULE FINt THIS ENGINEER SHALL BE PERMITTED. p�+ x E& NO IRREGULAR SHAPES. F 3 GRAVITY:'.,% MA7GMUM SURFACE 4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY CLIPS AS LISTED AREA AND DESIGN HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY $ J PRESSURE,TYP. CHECKED FOR CONSISTENCY WITH EACH TEST PERFORPIED. t4 S. REQUIRED LATERAL AND/OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE c . WITH THIS SYSTEM SMALL IIS DETERMINED BY OTHERS ON A SITE-SPEChTC .Wi O STEEL TLE-DOWN CLIPS. BASIS IN ACCORDANCE WITH THE GOVERNING CODE. K ~ SEE DETAIL 1/4&2/4 IN 6. MAXIMUM&MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL ADDITION TO TIE-DOWN UNIT SHALL CONFORM TO SPECIFICATIONS STATED MOM.ALL MECHANICAL 4 SCHEDULE FOR CUP SPECLPICATIDPIS(GEAR SPACE,TONNAGE ETC.)SHALL BE AS PER - INFORMATION,TW. MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY _ OF THE CONTRACTOR. 7. FASTENERS TO BE,312 X%*OR GREATER SAE GRADE 5 UNLESS NOTED h-t ' 3`MAX OTHERWISE.TAPCONS REFERRED TO HEREIN SMALL BE ITW BUILDS BRAND, . ..^ 3` :.Iw - CARBON STEEL ONLY,INSTALLED TO 3192 KSI MIN CONCRETE.SEE ANCHOR �• SCHEDULE FOR ANCHOR REQUIREMENTS.ALL FASTENERS SMALL HAVE J n MOST STRUCTURE DESIGN BY OTHERS. a .L . % APPROPRIATE CORROSION PROTECTION TO PREVENT'ELECTROLYSIS. 'Q 5�TIEDOWN SCHEDUU3 FOR ALL STEEL CUPS SHALL BE ASTM A283 STEEL(GRADE D)WITH FY m 33 K51 OR Z m .....A$ Y$ ~% 1 BETTER.ALL STEEL MEMBERS SMALL BE PROTECTED AGAINST CORROSION WITH ALLOWM FOR �� T�'�,H•, t `,..,. ....,a ~'`'.r1 AN APPROVED COAT OF PAINT,ENAMEL OR OTHER APPROVED PROTECTION IN •n !. RAF-TOP APPLICATIONS PER F8C 1522. `3,MAX •% e 1 ACCORDANCE WITH THE 2010 FOC SECTIONS 2203.2 AND 2220.CEO•RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. TW. r:'',�y1` 3� 9. ALL CD=ETE SPECIFIED HEREIN IS NOT PART OF THIS Cat, CATION.AS A 7` t DOUBLE CLIP OPTION: ''•�.`tiTYR`'': =.- M'L``- MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE4'MIN.TFBacallo $ ��� i SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI,UNLESS NOTED < (2)TOTAL CLIPS MAY BE USED AT EACH CORNER(ONE EACH ON �'`a. OPPOSING CORNER FACES,3"PROM CORNER APEX,TOTAL OF ~"`.,�. %%% (1)CUP•AT EACFH CORNER 10.ALL WOOD MMEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE a Iii (8)CLIPS PER UNIT FOR THIS OPflOIN).EACH CLIP SHALL NOT AS SHOWN WITH 3•MAX OFFSET GRADE 02 WITH SPECIFIC GRAVITY G-0.55 OR GREATER.DIRECT i EXCEED 3`MAX OFFSET FROM END OF MECHANICAL UNIT AS FROM END OF MECHANICAL UNIT. CONNECTION TO WOOD MEMBERSISLEEPERS IS NOT PERMITTED FOR ROOFTOP DETAILED HEREIN.DO NOT SPACE CONCRETE X4 MOMS CLOSER APPLICATIONS PER FHC SECTION 1522. 0- S l THAN THE ALLOWED SPACING LISTED IN THE TIE-DOWN MECHANICAL UNIT 11.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM ANCHOR SCHEDULES.SEE SHEETS 2&3 FOR MORE DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS,I.E.ALUMINUM PER F.B.C. INFORMATION. 1 TIE-DOWN ISOMETRIC 20D3.8A. °p r 1 1•m pp• ISOMETRIC 12.ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY •t4)R CLARITY,THIS ISOMETRIC ONLY SHOWS 1"CUPS.THE ISOMETRIC 13. ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LAYOUT IS TYPICAL FOR 1N7TH 1'AND 2'CLP APPLICATIONS.2`CLIPS LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT ARE NOT CERTIFIED FOR ANCHORAGE TO CONCRETE. INCLUDED IN THIS CERTIFCERTIFICATIONS OR AFFIRMATIONS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR APFIRMAT30NS ARE INTENDED. 14.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE I IE-DOWN CLIP DIRECTIVE EXAMPLE IMFORMATIONFOR ASPECIFIC STM FOR SITE CONDITIONS DIFFERENT FROM (IME FOLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GWEN MECHANICAL UNIT THAT CONFORMS TO THE THE ARCHITECTTIONS DETAILED SITE SPI,A LICENSED ENGINEER OR REGISTERED DIMENSION RESTRICTIONS LISTED MOM.SEE SHEETS 2&3 FOR TIE-DOWN SCHFDUIS.) ARCHITECT n WITH PREPARE SITE SPECIFIC DOCUI4ENTS FOR lISE IN Coro1lXNcrtoro WITH THIS DOCUMENT. MECHANICAL UNIT CRITERIA: S3.WAr ft TId"ft SSeF NDSTDIS nose sUflSTRAis6Mu aBE THE FULL CONSIDER THE mNSI'At1AnDe OF(i)MECHANICAL UNIT WITH THE POLLMNG CRIFEUAe E0141RNSIBTLIiR'y RENO EDIDIt flG iDPitiRA .CONTRACTOR SMALL 38•TALLx 98`R EP x 24"WIDE.150 LB WER-0tiTAS VERfflED BY OTHERS,INSTALLED TO 3192 KSI MIN.CONCRETE AS VERIFIED BY OTHERS. THAT UeNY RERIGATIO R IND SMALLATIO OFF7NG MEMBRANE IS ' P-TAU x W REs WbT FOR ANY abet F7�RilATt�M A?tD iNsrFn1ATI•PL of STRUCTUHiE PROPOSED OR JSE9Wt*CHf)*OCCUR AS PROCEDURE OTEP ALT WATER-MGKTNESS SHALL BE THHEwFULL RESPONSIBILITY OF THE INSTALLING asrte.9axaae�aooPB i LOCATE THE AT GRADE n&DOWN SCHEDULE ON SHEET 2 AND 5EECr CLIP TWE CONSIDER 1'STEEL CLIP CONTRACTOR. ll-BMP-0001 i 2 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 36'x38•=9FT` SrAm KTA 01 T 3 MAXIMUM UNIT HEIGHT RESTRwnow UNIT HEIGHT IS 36 WHICH 19 LESS THAN THE MAK114M AIiOWABLE HEIGHT OF 40• • 000 • • • • PAW QR6Gf0FTJ= e' INIFR)M tMNi'f WroTH • • • • • • • • • 4 • • 5 DETERMINE THE NUMBER OF BE USED AT EACH CORNER THE MLKICAH. • • • • • • • • • CONCWSIOA:MAXIMUM ALLOWABLE LAIM4L OESIGN PRESSIRtE= ® •• 00• • • • • • •• • • ' - - (CFRTIFICATKMIjVALDF 7O THE SEPARATESlTESPK7fIC REHK>UaED DI°SIQN LYIMD PRl�IIAE PROVIDED BYAiUCBJSED @lGl✓NEFR OR REGfsTN'>Z®ARC'ATEGT{AXTT'7NCLWID A!7UHIS 000 • • •• • ••• i • • • • • • • • • • • •• •• • • • •• •• 900 0 0 0 000 0 0 .................. .. .........q..... ............ d ° 1 STEEL CLIP TIE-DOWN SCHEDULE: AT GRADE INSTALLATIONS: MAIUMUM ALLOWABLE LATERAL Vwmmm PRE88i1RHONCHOR TO HOST X 1 MAX9 M SURFACE 1 CUP AT EACH O ER ORAL OF 4 CLIPS PER L90T) CLIPS AT EACH COt�R UNIT7AL OF 8 CUPS PERUNTO z SHEETMETAL g z AREA OF UMTS HEIGHT. IRBTWIDTN 9HEETMETALSCREW SHEETMETALSCtEW WOODSCREWTO TAPODN TO SHEET METAL WOOD SCREW TO Z LARLiEBTFACE TAPCON TO CONCRETE SCREvTo TO AUJ RNUM TO STEEL WOOD CONCRETE ALLASNUM SCREW TO STEEL WOOD t'Z F ::• 4 FP 81 PSF 91 PSF 81 PSF 91 PSP 100 PSF 100 PSF 100 PSP 100 PSF 8 FP OI PSF gt PSF 81 PSF 61 PSF 1D0 PSF 100 PSF 100 PSP 100 PSF 9 FP48'MAX 24 MIN <WPM> 40 PSF 40 PS' 40 PSF 77 PSP 77 PSF 77 PSF 77 PSF , to FP _ 3o PSF ED PSF 30 PSF 3o PSF HM PSP 58 PSF S9 PSF SS PSF -w ` 16 FP 22 PELF 22 POF 22 PSP 22 PSF 43 PSF 43 PSF 43 PSP 43 PSF WWSF 20 FT' 28 PSF 26 PNP 28 PSF 49 P3F 49 PSF 49 PSF 47 PSF r��1tH > y.FP 39 PSP 39 PSF 39 PSF 37 PSF LJ t0gg g 3D 1Y' SO"MAX 46 MEN 33PSF 33PSF 93 P1ff 31 PSF N�Rf W 36 FP 27 PSF I PSF 27 F8F 2g P "� 1. TIE•OOWN CUPS SHALL W FASTENED TO MECHANICAL HOUSING UNIT WITH(3)-012 SAE GRADE 5 SHAT METAL SCREWS.((*SHEET METAL SCREWS REQUIRED FOR LANG CUPS,SES DETAIL 1/4.) N -i 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOUDWO 4R O 2.1. AUOUNUM HOUSING UNITS"Use 508348 MIN.ALUMINUM S EFT WITH Fty-30 KSI,0.125'MIN.THICIOM . 2.2. STEEL HOUSING UNITS SHALL BE 33KSI KIN.STEM.,GRADE 33,22GA MIN.(t-0.0199'. a 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY SE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE 1-CLIP. - 4. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED,*FOR HIGHER DEMAND CAPACITIES CONTACTTHBS ENGINEER FOR SM6SPE3KC ENGINEERING. i ANCHOR SCHEDULE: SU85TRATE ANCHOR V CONCRETE: FULL eMBEDIO CONCRETE,a11'KIN. Z (4'IN=MIN,3192M MIN.) EDGE DISTANCE,3'MIN.9PAC1NGTO ARYAD1AC34T ANCHOR. ANCHOR SCHEDULED EDGE IH 1. EMBEDMENTANDEDGE DISTANCEEXCLUDES IN ANCHOR SCHEDULE, . ALUMINUM: (1}014 SAE GRADE s SHQSM METAL SCREW TO ALUMINIUM,PROVIDE(S)PNX2HES MIN. 2. ENSURE MINIMUM et1Ge DISTANCE AS NOTED 7M ANCHOR SCHEDLR6 (0.125 MIN.THICK,sD61-TB MO4.ALUM") PAST THREAD PLJtMB FOR SME,*METAL SCREW. STEEL. (1)-014 SAE GRADE S SHEET METAL SCREW TO STEEL,PROVIDE(S)PUNCHES MIN.PAST IAS gyp; ZC 'r6 (0.125'MLN.THICK,33 KSI MK STEEL) THREAD PLANE FOR SHEET METAL SCREW. -DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE 0 SEALED WOOD: (1)-A14 SAE GRADE s WOOD SCREW TO WOOD Mmot,PROVIDE 111°MIN.THREAD Q "�. id j (SOUTHERN YELLOW PN@,G-o.SB OR BETTER)PeMETRATION,1"MIN.i?lK£DISTANCE,1'MN.END DISTANCE. ®-DENOTES VALUES NOT APPROVED FOR USE bL (! 211 STEEL CLIP TIE-DOWN SCHEDULE: AT GRADE INSTALLATIONS: s iE MAXIMUM ALLOWABLE LITERAL WIND PRESSURE ANCHOR TO MOST STRUCTURE MAXIMUM SURFACE UNIT UNIT i CLIP AT EACH CORNER AL OF 4 CUPS PER 2 CLIPS AT EACH CORNER CTOTALOF 8 CUPS PER UMM !ti be AREA OF UNITS HEIGHT WIDTH SNWrETAL MSCREW SHEET METAL SCREW WODDSCREWTO SIFT METAL sHEETMETAL WOOD SCREW TOLARGEST FACE TO ALUM" TO STSEL WOOD MUMM1SCREW M SCREW TO STEEL WOOD m q FT+ 100 PSF 100 PSF 100 PSF 100 TSF 100 PSF 100PEP 8 F1' 100 PSF 100 PSF 100 PSF 100 PSP 100 PSF 100 PSF 9 FP 48"MAX 24"MB1 67 PSF 67 PSF 67 PSP 100 PSF 100 PSF 100 PSF i 50 PEP so PSF s0 PSI, 99 PSF 99 PSF 99 PSF 1. 1.FP 38 PSF 39 PSP 38 PSF 74 PSF 74 TSF 74 PSF iA 41 PSF 41 PSF 41 PSF 80 TSF 80 PSF 50 Psi t 2333 LSF 33PSF 33 PSP 64 PSf 64 PSF 64 PSF 6 € 60 4:71MIN 27M 27 PSF 27 PR 53 DSF 53 PSF 53 PEP 38�, 44 PSF 44 PSF 44 PSF 1. TIE-DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WT7TH(3)-012 SAE GRADE 5 SHEET METAL SCREWS. 7- MECHANICAL HOUSING UNITSIALL CONFORM TO THE FOLLOWING: •• ••• • • • • • •• 2.1. AIUMURTM HOUSNG UNITS SHALL SE 6063.76 MN.AUN4INUM SHEET WITH Fty-30 KSI,0.125 MIN.TMCKNE55. 2.2. STEEL)aMU HOUSING OW UMTS SAL..BE 33KSI MNL STEBEEN U GRADE 3 OR MG MN.DEMAND 2 CAP • • •• • • • • • �- 0.0 3. A MA10,MUM ALLOWABLE VANE OF 100 P5F HAS BEEN UTO.iZED,*FOR HBGH6i Di.MAND CAPACITIES OONTACTTHIS ENGTNL4'R FOR •sttE-sPE�IC� � • • • f ANCHOR SCHEDULE: SPP£ SUBSTRATE AXCMR A1dLHOR SCHEWR E aDTEs: 11—BMP-0001 ALUMINUM- (2}014 SAE GRADES SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHIES HUN. 1. ENSURE MINIMUM EDGE D TSTA CE AS NOTES DMI6HHE5,ff APPLICABLE. HLT 01 2. ENSURE MINIMUM EDGE DISTANCE A5 NOTED INIA'*HOt HIC•EW/LE. • • • • PA04 ORixRIPTtON: i r (0.125'MIN.THICK,5%1-16 MIN.ALUMINUM) THREAD MANE fN1 SWEET METAL SCREW. • • • • • • • • • • • � � STSEU (2)-m SAE GRADE 5 S•eT META.SCREW TO STEEL,PROVIDE(s)PINCHES MIN.PAST • • • • • • • • • (0.125°MIN.THICK,33 KSI WN.STEEL) THREAD PLANE FOR SHEET METAL SCREW. TABLE LEGEND: •• •• • • • •• • •• • • SEALED WOOD,1.1/2°MN TIBCNess. (2}-014 SAE GRADE S WOOD SCREW TO WOOD MENEM PROVIDE 1%*MTA.THREAD -DENOTES YALIIES NOT APPROVED WR�• • • ••• •• • 74 (SOIRHERN V610W PINE,G-0.SS OR BETTER)PENETRATION, EDGE DLSTANCE,1°MN0.0 DISTANCE. • • • • • • • • • • • •• •• • • ••• •• •• ••• • • • • • • ,rte `7L7r���R'IrPf-iTi7=iPL�1C:._T73s "�P�T�:C�?S�3it7:,'•?.flFr[iTlnlr 7•.� y� « 4 i����f « • r n. I « IBM, MIR F; HIIII .�m�.. •• s •/ r- pp� -FOR ANY CLIP LONGT9t THAN 10' ••.�!!O'• UTILIZE(5)-412 SAE GRADE 5. L SHEET METAL SCREWS{PROVIDE 2-MIN.SHEET METAL SCREWS AT MECHANICAL UNIT BY OTHERS.ALUMINUM 41iR7'a� s THE TOP OF THE CLIP TYP. HOUSING UNITS SHALL BE 6063-TS MIN. 2 ALUMINUM SHEET WITH FtV-30 KSI,0.125"MIN. 0.19' THICKNESS,STEEL HOUSING UNITS SHALL BE �• Io $� 33KSI MIN.STEEL,GRADE 33,22GA MIN. (3)-412 SAE GRADE 5 SHEET METAL (t.0-02w). SCREWS THROUGH CLIP*TO 0.068"THICK b' , BY MECHANICAL HOUSING OTHERS.OVIS)PINCHESMIN. ASTM A283 c;�STEEL, .� / PAST THREAD PLANE FOR EACH � SMS,TYP. }, 0.068'THICK ASTM W z o. 8 ,_1yc� .::¢...... A293 STEEL BASE OF UNIT SHALL ANCHOR PER ANCHOR SCHEDULE ©� <1 y 8 BE FLUSH WITH BASE OF CLIP,NO SPACE PERMITTED,TYP. (3)-412 SAB GRADE 8 SHEET METAL SCREWS SLOTTYP. V4'0 HOLE,WITH o AT TOP OF , ANCHOR FROM 1• DIMENSIONS CLIP ANCHORSIMILAR) ScHBDULB,TTP. _—y 1,. � SU65T7IATE PER ANCHOR c U•75' ./. SCHEDULE(VARIES) 2 ,0375° ao1"TIE-DOWN CLIP ci ANCHOR DETAIL zi 1 1" CLIP ISOMETRIC DETAIL 4 3•=ro• DErnu J 4 N.T.S. ISOMETRIC CLIP IS DESIGNED FOR FULL Q n CONTACT WITH THE BASE OF EACH MECHANICAL UNIT,TYP. O y 0.125' Qz rig m MECHANICAL UNIT BY OTHERS.ALUMINUM . I+YJN� V HOUSING UNITS SHALL BE,0.12 B MIN. L),(o ALUMINUM SHEET WITH HOUSING KSI,0.125`MIN, p THICKNESS.StT1:l.HOUSING UNITS SHALL BE SCREWS 2 SAE GRADE S SHEET METAL h v 0.113°THICK 33KSI MIN.STEEL,GRADE 33,22"MIN. SCREWS THROUGH CLIP TO ASTM TYP. (b°0.0299°). ECHANICAL HOUSING UNIT BY 283 �+Tro• OTHERS.PROVIDE(S)PINCHES MIN. d g 'ry PAST THREAD PLANE FOR EACH SMS,TYP. m 0.113'THICK ASTM ` `r A283 STEEL CLIP,TYP. (3}412 SAE GRADE BASE OF E FLUSH UNIT SHALL (2)ANCHORS PER ANCHOR q . S SHEET METAL B OF CLIP,NO SPACEE 3/8° SCHEDULE a $ �(J SCREWS AT TOP OF j SLOT.TYP. PERPRTTID,7YP. .. �a. WO HOLES,NOT TO / BE USED FOR / ANCHORS,TYP. ,, , SUBSTRATE PER ANCHOR •375' • • •• • • • • • ;" 0.7 •40. �"iTI�+•D�e}V�NiCrill=•i •• s f' B 4 •°a CMR L TAIL • • •• 11-x' "I'm ll-BMP-0001 0 A I�YEARQIOR�Sa�P 2'I rOSO`- oa • ••• • • K7,67101 CLIP ANCHOR SCHEDULE,TYP. Y • • • • • • • amp i%DE FOR FULL i • • • • • CON'fACTM1'f1•THWBASEOFEACH I •• • • • • • • M�SIMViaAI..NIT,TYP. 2"CLIP ISOMETRIC DETAIL •:: i• ••• 000 •• • /'( ,r} N.T.S. ISOMETRIC /Q(, ••• • • • • ••• • • `V' • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 • 0 �5� s CjFFV'F—D Miami Shores Village JUN O i61s FIELD Building Department .... d .� 10050 N.E.2nd Avenue Miami Shores,Florida 33138 R1RA CorY Tel:(305)795.2204 Fax:(305) %6 8972 AIR CONDITIONING REPLACEMENT DATA •••••' ••.•.. PERMIT NUMBERt:VC • • This form must accompany ALL air conditioning replacement permit applications.Each&Vt1tange-eGt must .... .. .. ..... be on its own data sheet.Multiple units on single sheets are not acceptable. • ...... .... ..... .. .. .... ...... Job Address(where the work is being done):I iw one IM II a •••••• •• City: Miami Shores Village County: Miami Dade Zip Cod ; • • •••• • ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLA� 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 VARHI Sheet Attached:YES VNO❑ Contract Attached:YES 910, WUNIrTrNG REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG.UNIT MODEL# COND.UNIT MODEL# KW HEAT 3 NOM TONS AHU 60 CU do PKG 1)M.C.A AHU rtiAft PKG AHU146 CUI515 PKG 2)M.O.P AHU 116 CU PKG AH U PKG 3)VOLTS AHUjap CyjA0 PKG PKG UNIT IL/ 4& PKG UNI / If EER/SEERI UE ES NO REPLACING DUCTS YES IN 0 Y NO REPLACING THERMOSTAT YES V NO YES 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):--W--b 2. Maximum Overcurrent Protection(Fuse/Breaker Size): 60 3. Voltage of Circuit(208/240/480): 2W 4. Size Disconnecting Means:,,� Contractor's Company Name:W Lap, Phone:M5•gm'Imp 150.5 State Certificate or Registration No. C�gl 1 S� Certificate of Competency No. Signature Date:6190115 (Qualiflees signature) (Revised02/24/2014) ■ CERTIFIEfe ' Certificate of Product Ratings AHRI Certified Reference Number: 6332806 Date: 6/10/2015 .. 0000 Product: Split System:Air-Cooled Condensing Unit, Coil with Blower 0.0:0• 00 0 000 000000 . . . Outdoor Unit Model Number:XC21-060-230-11 •••• • 0000 .. .. ... Indoor Unit Model Number: CBX32MV-060*+TDR •••••• •••• ••: Manufacturer: LENNOX INDUSTRIES,INC. 0000.. Trade/Brand name: DAVE LENNOX SIGNATURE 0000.. Region: " ' .' i'i ' ' .. 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 1,1016,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 testing: Cooling Capacity(Btuh): 57500 EER Rating(Cooling): .12.00* . . SEERRating(Cooling): 16.00. IEER Rating (Cooling): •Ratings followed by an asterisk(•)indicate a voluntary rerste of previously published data,uniess accompar led 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 This Certificate and its contents are proprietary products of AHRL This Certificate shall only be used for individual,personal and MR 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, AM 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.ahridirectory.org,dick on"Verity 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 02014 Air-Conditioning,Heating,and Refrigeration Institute yCERTIFICATE NO.. 130784230578425100 Internate, onal BMP .... ...... 2010 Florida BC" ij" de*- State ApprovedFL 142 :9-R:� :: ::: '' O EQUIPMENT TIE D •.• . . 0 [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, Galv/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, Gaiv/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 2/27/12 12:44 AM � SPFC 1Et .�o3v, •• gjgQ (ol easulonw i lagln UsrR*straaon € eotrop1.I sub WtStnharae! sats&Paas i k"moon.I feesus I sassr.mm Lasa? seamh I Bus'nes ProessiralP.1ift User ' Mm Regulation > >Appqutba aMeU 0000 FL# FL14239-R1 • • •••• Application Type Revision • • •••• •• Code Version 2010 •• • 0000 • Application Status Approved • • • • 000000 •• • 0000•• Comments • Archived C •••••• • • • 0000•• 0000 • • • r Product Manufacturer BMP International Inc. 0••••• •••0•• 00000 Addran/Phosa/EmaB 4710 28th Street N • SL Petersburg,FL 33714 •0 0 0•• •0 0• 410:000 (727)4$8-0544 • • 000000• •• •• *000 •••••• benmeng8®yahoo.com • 0000•• • • Authorized Signature Xlanbin Meng i • 0 • • ••••i• benmeng8@yahoo.com •••••• • • • 0000•• Technical Representative •• • • 000 • • Address/Phone/Email • • • Quality Assurance Representative Address/PhorWEmall Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,e Evaluation Report-HardcoPY Received Florida Engineer or Architect Name who developed the Frank L Bernardo,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 J.IGng,P.E. `g-Validation Checklist-Hardcopy Received Certificate of Independence E"4239 Rl COI COI.odf Referenced Standard and Year(of Standard) ROMA x= ASTM 01761.06 2006 ASTM 01761-88 2000 Equivalence of Product Standards Certifted By Florida Licensed Professional Engineer or Architect FL14239 RS Eeuly Eouiv.rdf Sections from the Cade Product Approval Method Method 1 Option D Date Submitted 09/29/2011 Date Validated 12/13/2011 Date Ponding FBC Approval 12/18/2011 Date Approved 01/31/2012 summary of Products PLO Model,Number or Name Description 14239.1 Slotted Steel Tle-Down Clips,1"and Steel Tie-Down Clip System(For Use with Mechankal Units at 2"Models Roof or Grade) I.htdts of luso Installation Lretruedare Approved for use In HVHZs Yes F 14239 RI H Dwo.rdf Approved for use outside HVHZs Yea Verified By:Frank L Bernardo,P.E.0046549 Impact Resistartt:N/A Created by Independent Third Party:Yrs Design Pressures N/A Evaluation Reports Othims This design provides allowable capacities for the l 1a R1 A EvaLli f 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.floridabuilding.wg/pr/W_app_dd.aspx?param-wGEVXQWDquDFJErtOSCelRuPJHIQICosOIP02g2fFDQorjlHIUWVA%3d%3d Page 1 of 2 __._ 0..000 .. .. _..... ..... ...... .... ­�NGINEERING­ EXPRESS Product Evaluation Report 0000 November 4,2011 .. . 0000.. . Application Number FL#14239 •••••• •• • •••••• FLB Project Number 11-BMP-0001-01 0000" 0000.. 0000 Product Manufacturer. BMP international 0000.. 0000 0000. Manufacturer Address: 4710 28th Street North 00 0 0 0 •"00• 00 00:6 St. Petersburg,FL 33.714 0000" ' ' . 0 0 . .0,000. 000000 Product Name: Slotted Steel Tie-Doan Clips, 1"and 2"Models : 0'0 ' 000000 Product Description: Steel Tie-Down Clip System(For Use with Mechanical Units atKoofbr 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.shail 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 01970387B by Testing,Evaluation.0boratories, Inc. �d, m • STRUCTURAL ENGINEERING CALCULATIONS Rsed, '°igin °for Structural engineering calculations have been prepared which y as throu 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 Fra- .' t<t iTW '3. Maximum Allowabile Unit HeightAd 4. Minimum Unit Weight #PE so 5. Maximum Allowable Unit Surface Area 6. Clip Configuration and Anchor Spacing 7. Anchor Capacity for Various Substrates 160 SW 12r" AVENUE #106 DEEPPIELD BEACH, FL 33442 PHONE: 954-354-0560 FAX: 954-354-0443 WWW.ENGEXP.COM '....__.._. .<_._.. .___ �::___ _6_666.... .. 6666.._"-- ---..........................._,._.................._........_......_....... 6666.....6666.._6666.... 6666 6666.. .. 6..66...6. .._..�...:_:._w.._:.:<.:. ,...�___.:..___-'---..,:,..:.>� ....._... ... ...... . ........ 6666.. .. .. —�_ `�N11tVE1=RING-........:... .: .. _. ............... .. .... .. ,6666:... .. , ... _. ,6.666. . _,. ....�. _66_:66.. ... ....... EXPPESSNovember 4,2011 BMP INTERNATIONAL—SLOTTED STEEL TIEDOWN CLIPS 1 7/2" Page 2 of 2 8. Maximum Allowable Additional Uplift per Clip In Combination with Lateral Forces(For Use with Rooftop Applications) 6666 No 33%increase In allowable stress has been used in the design of this product " "".' .. 6666 009.60 6666.. Impact Resistance: Not applicable to this product "606 0 •' 000000 .666 66666 66 6• 9969 9•.66. 0 9.6.0• • • Wind Load Resistance •••• • This product has been designed to resist wind loads as indicated In the design schedutt(py op the Prpdypt :6.6 6: Evaluation Document(i.e.engineering drawing). •66• 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 specied in the Product Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: i 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 products respective anchor schedule. Host structure conditions which are not accounted for In this products respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. i 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). i I i 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM i _._. .-...__.......................---......._.....................................__........................................................... ...... _. rzR), ....... BMP INTERNATIONAL, INC. ;• ` MECHANICAL UNIT STEEL TIE-DOWN CLIP CAPACITIES: AT GRADE &ROOF-TOP MOUNTED APPLICATIONS i Tt i... 15OLDMIN.WEIGHT, GENERAL NOTES: i i` ; MECHANICAL uwlT , PBR SEPARATE 1. THIS PRODUCE HAS 61551 DESIGNED AND SHALL BE FABRICATED IN { CERTIFICATION.TYP. AQCQRDANCE wnm THE REQUIREMENTS�'THE z010 FLORIDA BUILDING ... tCENTER of GRAVITY y� COOP,F USE WITHIN AND OUTSIDE THE Hlgi VELOCITY HURRICANE zOtE.,•' asSLRNED TO f AT ITE \\ 2. NO 33-113%wCREASL°IN ALLOWABLE STRESS HAS BEEN USED w THE GEOMETRIC CENTEROFTHE DESIGN OF THIS SYSTEM. MECHANICALCENTERLEMIC 3. DESIGN IS BASF ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST t47 c MECIHANIu MUST BE I Ri?PORTS STEL Ot970387A.STEL m9To3WB BY TOTING EVALtuLTtOv a i�3S1 SQUARE DR RECIANGURA E E Tcx:NrER SEE DESIGN tA80RATORTES,INC..PD wasTlnmoNs WITHouT wRittEP1 APPROVAL ev 5 8 s i NO IRREGULAR SHAPES. ITTED '•,.,'�, I GNAYtTX.'''•• ki MAMMlRt9 SURi'ACE 4. ASCHEDULE FOR VAW GENGINEER NPPRESSUSE RES TO QUALIFY CAPACITY OF CUPS AS LISTED � su AREA AND DESIGN HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY H R+.. J 'a PRESSURE,TYP. CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. •r' S. REQUIRED LATERAL AND/OR UPLIFT DESIGN PRESSURES CALCWATED PDR tSE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 51TE-SPECIFIC w 0 i �,• STEEL TtE-DOWN CUPS. BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 'S s 1 2 SEE DETAIL 1/4 8.2/4 w 6. MAXIMUM&MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL ADDITION TO TIE-DOWN UNIT SHALL CONFORM To SPECIFICATIONS STATED HEREIN.ALL MECHANICAL 4 SCHEDULE FOR CLIP SPECIF1CAnOaS(CLPJUI SPACE,TONNAGE,ETC.)SFHAI.BE AS PER ._ INFORMATION,TVP. TIF TIONS AND ARE THE E WRESS RESPONSIBILITY OF\ C} j' '' �,• E �� T. FASTENERS TO BE 512 X 44'OR GREATER SAE GRADE 5 UNLESS NOTED z 3.MAX•- 3'MAX j OTHERWISE.TAPCONS REFERRED TO HEREIN SHALL BE TCT W SU(LDEX BRAID. TVP.•... i ;TYP. f- CARBON STEEL ONLY,INSTALLED TO 3192 KSI Mw CONCRETE.SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS.ALL FASTENERS SMALL HAVE � .r HOS?STRUCTURE DESIGN BY OTHERS f sy .��• 3 rY'w •r APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. Q y^ f SEE TIE-OWN SCHEDULES FOR •�8e S. ALL STEM CUPS SWELL BE ASTM A283 STEEL(GRADE D)WITH FY m 33 KSI OR Z ALLOWABLE SUBSTRATES. T:WOOD ,18 r� ~.l BETTI3L ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH 0 1-S!M MEMBERS MAY NOT BE USED FOR '..��• ,.N .., r:.� '�y1 AN APPROVED COAT OF PAINT,ENAMEL OR DIM APPROVED PROTECTION IN Q}R (ROOFTOP APPLICATIONS PER FSC 1522. ,3' ACCORDANCE WITH THE 2010 FOC SECTIONS 2203,2 AND 2220.G90-RATED p�Zj �'`,,•N •..••i l3°MAX .'EYP. rr 100 9. AGRE LL TICONCRE SPECIPED ED FOR H0.LL RElN NOT PART of THIS CERTIFICATION.AS A t DOUBLE CLIP OPTION: ` TW%•' ?, 15 � MINIMUMH,aLL coNCRErE 5lw.L srnucTLTwLL carCRErE 4'MIN.THICK APD m g ? (2)TOTAL CUPS MAY BE USED AT EACH CORNER(ONE EACH ON �._���\` ~T r,, SHALL HAVE MwtM91H4 COMPRESSIVE STRENGTH OF 3192 PSI,UNLESS NOTED OTHERWISL OPPOSING CORNER FACES,r FROM CORNER APEX,TOTAL OF '.,�j..•' (1)CUP*AT EACH CORNER 10. WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE (8)CUPS PER UNIT FOR THIS OPTION).EACH CLIP SHALL NOT SHOWN WITH 3'MAX OFFSET GRADE S2 WITH SPECIFIC GRAVITY G-0.55 OR GRFATM DIRECT EXCEED 3'MAX OFFSET FROM END OF MECHANICAL UNIT AS FROM END OF MECHANICAL UNIT. CONNECTION TO WOOD M6ABERS/St.EEPERS IS NOT PERMITTED Pon Roof-Top H DETAILED HEREIN.DO NOT SPACE CONCRETE ANCHORS CLOSER APPLICATIONS PER FBC SECTION 1522. THAN THE ALLOWED SPACING LISTED IN THE TIE-DOWN MECHANICAL UNIT 11.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM ANCHOR SCHEDULES.SEE SHEETS 20 FOR MORE DISSIMILAR MATERIALS TD PREVENT ELECTROLYSIS,I.E.ALUMINUM PER F.B.C. INFORMATION. 1 TIE-DOWN ISOMETRIC 2003.8.4. gB _......_ - 1 1"-1'-0' ISOMETRIC 12.ELECTRICAL GROUND.WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY O g *EOR CLARITY,THIS ISOMETRIC ONLY SHOWS 1"CUiS.THNE ISOMETRIC 13.THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LAYOUT IS TYPICAL.FOR BOTH 1'APD 2'CUP APPLICAnoNS.2"CLIPS LOADS$HALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND Is NOT ARE NOT CERTIFIED FOR ANCHORAGE TO CONCRETE. INCLUDED w THIS CERTIFTCATTON.EXCEPE AS EXPRESSLY PROVIDED HEREIN, i No ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. IE-DOWN CLIP DIRECTIVE EXAMPLE la.INFORMSTEM IONFMAIM"EIFICSr GENERICMD°MM T PROVIDE NSDIFFER INFORMATION FOR A SPECIFIC.SITE. FOR SITE COMMONS DIFFERENT FROM � (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECVWICAL UNIT THAT COAPDRPIS To THE THE CONDITIONS DETAILED HEREIN,ALICENSED ENGINEER OR REGISTERED DIMENSION RESTRICTIONS LISTED HEREIN.SFE SHEETS 269 FOR TIE-GOWN ) ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE w i CONAINcT10M WITH THIS DOCUMENT. MECHANICAL UNIT CRITERIA: 15.WATERTIGMTRIEvpFT�wGyosSSUB�RATT FIN CONSIDER THE n TAunnoN OF(1)MECHAWCAL UNIT WITH THE FOLLOWING CWTBUAoENSURE � �+p iP &ypM G L 38'TALL x 381 DEEP x 24*WIDE.150 LB WEIGHT AS VERIFIED BY OTHERS,DISTAUED TO 3192 KSI PDN.CONCAM AT GRAM AS VERIFIED BY OTHERS. BORED ASR*AORICA§*N NO IBISTLUlWOW*WRUcw" PROPOSED PROCEDURE: HEREIN.THIS ENGINEER SCULL NDT 09 RECPOYSIOW FOR ANY • I'll WATERPROOFIMMOR LEWON ISSUMWHIOM MAYS AS• OOPT.RrtRWNL1 DPa E PROCODURG STEP RESULT WATER TIGHTNESS SHALL BE THE FURL RESPOASBUXTY OF THE INSTALLING IiIiI 1 LOCATE THE AT GRADE TIE-DOWN SCHEDULE ON MEET 2 AND SELECT CLIP TYPE CONSIDER 3'STEEL CLIP CONTRACTOR. 11-BMP-0001 2 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO SE INSTALL® 3t"'x36"=9FT' 01 3 MMMUN UNIT HEIGHT RMURICTION T ts 36 WHICH IS LESS THAN T ALLOWABLE HE[ OF 4V • ••• • • • • PAW 056CRIPTIM or 24* 4 M Kum URI WIDTH • • • • • • • • • • • 5 DETERMINE THE 0 BE 1i5E0 AT EACH CORNER THE MECIAN UNIT _ • • • • • • • • • i• • • • • i • •• • • CONCLUSWNt MAXIMUM ALLOWABLE LATERAI+WMGN MESSME= ® • •• • • • • 6 • (COMPARE IMS VALUE to THE SEPAR47ESITESPWMC REQlSAEDOESIGN WIND PRESSUREARCW/DEO BYA IICBYSED Ow—OR REGTST!AIDARCitTECT•NOTJNCLUDW IN THIS •i• • • •i• •• • CERTIFICATIAY) • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••i 0 0 ............. 1R STEEL CLIP TIE-DOWN SCHEDULE: AT GRADE INSTALLATIONS: MAXM=ALLOWABLE LITERAL WDID PREssuRE(ANCH(ammairmonum MAXRNU61 SLEWACEUNIT1 CLIP AT EACH CORNER OTAL OF4 CIMS PER CLIPS AT EACH CSR(TOTAL OF 8 CLW8 PER 1 •_ AREA OF UNITS IGH UNITWIDTH IARGESTFACE HEIGHT TAPCONTOGONCRETE SHEETMETALSCREW SHEET METAL SCREW WOOD>CIiEWTO TAPCON TO SCREWTOSHEET METAL WOWSCREWTO TOALUMUM TO STEEL. WOW CONCRETE ALIMWNRRI SCREW TO STEEL WOW F •/ ' 4 FP 81 PEP 91 PSF 91 PSF 91 PEP 100 POE` 100 PSF 100 PSP 100 PSP �'i ••, '�� ``� 8 FP 81 PSP 81 PSF 31 PSP 61 PSF 100 PEP 100 PSP 100 PSF 100 PEF SFr 46"MAX 24"MSN 40 40 PSF 40 PEEP 77 PEE77 PNS 77 PEP 77 PSF 12 FP - 3o PSF 30 PSP so PSF so L> 58 PSP... 58 PSP 68 PEP IM PSF W $ 18 FP 22 PEP 22 POP 22 POF 2z P 43 PSP 43 PSF 43 PSP 43 PSF �W w tz7 g 0 20 Fr 20 PSP 28 PSF 28 P8F 49 PSF 41M 49 PW 47 PW �rtnf(���'""•• Q t9 o 25 n! �, 48•m 39 39 PSF 3a PSF 37 PSFMAX U m 8 g 30 FT' Nm PSF 33 PSP 33 PSP 31 PEP 36 Fr 27 P 27 PSP 27 P!# 28 PSF 1. TZ-VOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT W2TH(3)-012 SAE GRADS 5 SHEET METAL SCREWS.((S)-MW METAL SCREWS RMARED FOR LONG CUPS,SEE DETAIL 1/4.) y 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOW W0: 2.1. ALUMINUM NOISING UNITS SMALL BE 6063-TG MIN.ALUMINUM SHEEP WRH RF-30 KSI,0.127 MSN.710aamSS. 0 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN.STEEL.GRADE 33,22GA MIN.(t-O.MW). a 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EXM INDIVIDUAL SUBSTRATE MAYBE E"ALENT DUE TOM LIMITING CAPACITY OF THE I`CLIP. 4. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED,FOR HIGHER DEMAND CAPACITIES CONTACT TMS ENGINEER rOR51TE-SPECNF/C ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE ANCHOR U CONCRETE: (1))A10 CARBON STEEI.ITW BOL019(TAPCON,1�°RAL EMBEDTO CONCRETE,2M•MLN. (4"THIOL MIN,3192KSI MD.) EDGE INSTANCE,3"MIN.�ACINGTO ANYAD)ACENT ANCHOR. ANCHOR SCHEDULE NOTES: N ALUMINUM: (1)-914 SAE GRADE 5 SHEET METAL SCREW TO ALUMHRUM,PROVIDE(S)PINCHES MIN. 1. OWEDMENT AND EDGE DISPANCE EXCLUDESPUNISHES,W APPUCASM (0.125•MIN.THIC(,6061-T6 MIN,ALUMINUM) PAST THREAD PLANE FOR SST METAL SCREW. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDR.E. STEEL• (1)-914 SAE GRADE 5 MET METAL SCREW TO STEEL,PROVIDE(5)PINCHES MIN.PAST (0.126"MIN.THICK,33 KSI MIN.STEEL) THREAD PLANE FOR SHEET METAL SCREW <=>-DENOTES EXAMPLE VALUE FON USE WITH COVER PAGE DIRECTIVE O �•,+ SEALED WOOD: (1)-934 SAE GRADE 5 WOOD SCREW TO WOXt M�48ER,PROVI�IML"MIN.THREAD 7�nl� (SOUTHERN YELLOW PDE,G-O.SS OR BETTER) PENETRATION,1°MIN.EDGE DISTANCE,1°MIN.END DISTANCE. EM-DENOTES VAILMS NOT APPROVED FOR.USE Q , i Q 2N STEEL CLIP TIE-DOWN SCHEDULE:AT GRADE INSTALLATIONS: g I MAXIMEA M ALLOWABLE LATERAL WIND PRESSURE ANCHOR TO HOST STRUCTURE MAXIMM OF UNITS UNIT LIMIT i CLIP AT EACH CORNER AL OF 4 CUPS PER 2 CLIPS AT EACH CORNER AL OF 6 CUPS PER A F-f ss LARGEST FACE tVmff WIDTH SHEER METAL SCREW SHEEP METALSCREW WOOD SCREW TO SF T Wim' ASHEET METAL WOOD SCREW TO INUM c S TO ALUMTO STEEL WOOD AL !H SCREW TO STEM WOW 6. co 4 FTI 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 100 PSP OFP 100 PSP 100 PSP _ 100 PSP 300 PSF 100 PSF 100 PSF SFT' 48"MAX 24"P1IN 67 PSF BY PSP 67 PSF 100 PSF 100 PSP 100 PSIF gg 50 PSF 50 PSF 50 PSR B9 PSF 99 PSF 99 PSF 18 Fr 3s PSP 38 PSI, 39 PSF _ _ 74 PSF 74 PSF 74 PSF 20 41 PSF 41 PSF 41 PSP 60 PSF L10 PSP 80 PSP 25 FP 33 PSF 33 PSF 33 PSP 60 PSF 64 PSF 64 PSF j "MAX °Ma 27 P9F 27 PSP 27 P 53PSP 53 PSP 53 PSP 36 Fr M PSF 44 PSF 44 PSP 1. TIE-DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITM(3)-912 SAE GUMS SHEET METAL Emma i 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWMG: 2.1. ALUMINUM HOUSING LIMITS SHALL BE 6063.76 MIN.ALUMINUM SHEET WITH Ry-30 KSI,0.125•MIN.THICKNESS. 2.2. STEEL.HOUSING UNITS SHALL BE 33K51 MIN.STEEL,GRADE 33,22"MIN.(t-O.0299•). •• ••• • • • • • •• j 3. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS SM UTILIZED,FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR • • • • • • • • • g SITE-SPECIPLC ENGINEERING. • • •• • • • • • I ANCHOR SCHEDULE: •• ••• •• •• 00PIi�RWAERLFOP$ SUBSTRATE ANCHOR : 1l-BMP-0001 ALUMINUM: (2)914 SAE GRADE 5 SHEET METAL SCREW TO ALRMORK PROVIDE(S)PINCHES MEL P 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF AP7LWASM r 01 I r (0.125°MIM.THICK.5061-T6 MIN.ALUMINUM) THREAD MANE FOR SHEET METAL SCREW. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEVL ••• • • • • PAm 0E8CR1PTIONt 111 STEEL:* (2)914 SAE GRADE 5 SHEET METAL SCREW TO STEEL,PROVIDE(5)PINCHES MIN.PAST • • • • • • • • • • • (0.125•MIN.T 33 KSI MIN.STEEL) THREAD MANE FOR SHEET METAL SCREW. • • • • • • • • UCK, • TABLE LEGEND: . •• •• • • � •• • •• . • � I . v SEALED WOOD,1.1(2•MIN THICKNESS: (2)•914 SAE GRADE S WOOD SCREW TO WOCO P MBS,PROYILLE 1�•MLN.TNStEAO DENOI.ES vALues Por APPROVED FOR USE ••• • • ••• •• • /'\ (SORI•RN YN310W PINE,G-O.SS OR BETTER)PENETRATION,1"MLN.EDGE DISTANCE,1•MD.END ANCE. - ___ . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i ' . - ,P.S. - 1"STEEL CLIP TIE-DOWN SCHEDULE: ROOF TOP MOUNTED INSTALLATIONS: 6MAXIMUAI3I#tFA( 1 CUPATFACdiCORNER %OF4CLIPS PFA CLMATEACH CORNER OT%OF8CL SPFR • •�� AREA OF UNITS UNIT UNIT WIDTH SHMMET% Rs>r•AORPmPaSteRLAtaxasawxt LtlAPDAIt No. LARGEST FACE SHEET bET%BREW SF ETRET%SCREW TAPCOdTO SHEET METAL �0 1°B 0°� �9 TAPCONTOCONCRETE SCREW TO1a77fORNVM2)tPH�IJNQIN887NATROCF £ � TO%UMIRRRI TO STEEL CONCRETE ALUMINUM SCR:WTOSTEEL 4 FT' 82 PSF 82 PSF 82 PSF 100P FOD PSF 100 POP RO S&MACA, 0 MaIaY'bO0.l®SA9(lYa OR: RODFRAflACg OB AOOPOlQINTBfLUa ! aFP 41 PSF 41 PSF 41 PSF 77 PSF 77 PSF 77 PSF a7r7em Orauru,aroaANRo !'p�OeWAaR14PR0Y�8aDA NR®RRC .�O 9 FP 48•MAX 24•MW 27 PSF 27 PSF 27 PSF S1 PSF 61 PSF S1 PSFCWARANCH)9X AR 9W w SiiC7m UWAXWOR 0VVFIPW840BR10 • •.•.A+ _. 12FP 38 PSF 38PaF 38PSF mssE7o PL'PM7R ,R®I,OL'•NRII,aaoAxR 19 U 18 FP 20PSF 20 PSP 29PSF ca s WMAT umuma OPTBRROOFpMaSlbW ARY 4 ao Fr SSPSF 33 Pap 33 P3FIs omm� `o 30 FP •IdA)t •1m 28 P 28 PIF 2a PSF rwmianesc I� ro m z$ E I I. nE-DOWN CLIPS SHALL aE FASTENED To NECHIA am IHRISING UNIT VHTM(3)-612 SAE GRADE 5 SHEET MLR%SCREWS.((5)•SHEET NET% 3 tl4�j" 2. MECHANICALHOUSINGSHSCREWS REQUIRED FOR LONG ALL DMFORRm TO Tr�FOUOVIUMOs 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MUL M04MMi SHEET WITH"30 N57,0.12V MIN.THICKU . ADDITIONAL ALLOWABLE UPLIFT:90 LBS/CLIP 22. SM HOUSING UNITS MULL BE 33KSI PQM.STEEL,GRADE 33,22GA MIN.(t-9.0299-). (DESM TABLE ACCOM40DATES MAX WWCUP AS AODITIMAL UPLIFT IN a 3. MA%IMUM ALLOWABLE WIND PRESSURES MR EACH IN WMUAL SUBSTRATE MAY sE EQUIVAI.69T DuE Tome LIMITING CAPACITY OFTHE 1-CLIP. COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL A MAMIUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTIU2EO,FOR HIGHER DEMAND CAPACTIER CONTACT THIS ENGINEER FOR SITE-SPECIFIC FORCER,SEE ASCE 7-10 SECTION 29.5 FOR MORE INFORM1701L) ENGINEERING. BMW ON ANCHOR SCHEDULE: Of� x SUBSTRATE ANCHOR V CONCRETE: (1)p"0 CARBON STEEL ITW SURDEX TAPCON,I%'HILL BMW TO CONCRETE,2)4•MIN. EXAMPUlt 4 CLIPS x 90 LB(" -360tH M (4-THICK MIN,3192KSI MIN.) EDGE DISTANCE,3'MIN.SPACING TO ANY ADIACENT ANCHOR. (REQUIRED UPUFT DEMAND 9,14U.BEDETE MI NM ALIB•tINUMs IIASIS SY LICENSED ENGINEER (1}614 SAE GRADE 5 SHEET METAL SCREW TO mimwM,PROVIDE(s)PINCHES MIM. OR RCfsIST13i CG I7XCr NOTBYaUMD IN THIS O (0.125'MDL THICK,6061 16 MIN.ALUMMM) PAST THREAD PLANE FOR SHEET METAL SCREW. CERMCAT70N Bs j STEEL: (t}614 SAE GRADE 8 SHEET METAL SCREW TD sTEE4 PROVIDE c5I PINCHES MIN.PAST Sd (! (0.125'MIP.THICK,33 KSL MIN.SUML) THREAD PLANE FOR SHEET METAL SCREW. TAME LEGEND: 0 1. EMBEDMENT AND EDGE DISTANCE EXCUIDES FINISHES,If APPLICABLE. ®'DENOTES VALVES NDT APPROVED FOR USE �3 2. ENSURE MINIMUM EDGE DISTANCE AS NOTE)IN ANO1Ot SCHEDULE. 2"STEEL CLIP TIE-DOWN SCHEDULE: ROOF TOP MOUNTED INSTALLATIONS: (Lw MA)GHUM ALLOWABLE LATERAL WIND (ANCHOR TO HOST Lc (1)CUP AT EACH CORNER (2)CLIPS AT EACH CORNER ~ 1S MAXIMUM SURFACE NRIa»Ro0P7aPR•rnuTmaiasNOL mwaror Q. „syy (TOT%OF4 CLIPS PER RHMIn Ror%OF a CLIPS PER INOTj W�g cm . AREA OF UNITS UNIT UNIT SHEET METAL t47IP'dLPAMI"RIWR YlNYRaOF �. LARCESTFACE HEIGHT WIDTH SHEET MET%SCREW SHtET MET%SCREW SCREW 7.0 SHEET METAL G A Nev9M0F8AMMA8M IM (1] TO ALUMINUM TO STEM ALUMINUM SCREW To STEEL Cpy �HP�pNA B100 PSF 100 PSR 100 PSF 100 PSF C Bra�cO"s"Ram avawsw L10WWWSWX SAWVMDGAffiW M a 84 PSF 84 PSF 100 PSF 100 PSF 'm'A 9 FP 48•MAX 24•MIN ._. 56 PSF S6 PSF I00 PSF 100 PSF SCCT10x raRPamAOR Lau oFOrNeauRLxnoa �^. . . cwa roPRwmTRroArA4,aRN.t�Yr,AeYVaR 42 PSF 42 PSR 82 PN 02 PSI, U� � 31 P 31 PSF 61 PSF 61 PSP Nny.•PAPANUVAPR9MIMVa 4 20 34 PSF 34 PSF 87 Pr 67 PSF res RUTRme nmaomeoF7+es Cg6 FI' 27 PSF 27 PSF 83 PSR 83 PSP 30 FP 60•MAK 4B"PMO 44 PSF 11 44 PSF 3a FI'' 37 PSP 37 PSF L. TIE-DOWN CUPS SHALL BE FASTS EO TO MEOUWICAL HOUSING UNIT WITH(3)-612 SAE GRAMS SHM METAL SCREWS. ADDITIONAL ALLOWABL U P :90 LBS/CLIP 2. MEGUWICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: • 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-Ta MIN.ALUMINUM SHEET WITH Fty-30 KSI,0.128'MUL THICKNESS. (DESItNI TASLB ACCOMMODA� • • 6 22. STEEL HOUSING UNITS SHALL BE 33KSI MIN.STEEL, 33,=A MN.(t-O.0ZW5 COT48INA=WITH UPLIFT By•YERTUNU lNCi T • • • p 3. A MAXIMUM ALLOWABLE VALUE Of 100 PSP HAS BEEN UFILIZED.FOR HIGHER DEMAND CAPAaT145 CoNTACTTHIS eNGINM FOR FORCES.SEE ASCE 7-IO SECTION . R my f• N. • ••• SITE-SPECIFIC ENGINEERING. PPR UNIT iS ON• • • • • • • ANCHOR SCHEDULE: TME"" OF CUPS UTILRB�R6 "• •• • • • • COPAi•fTPROILDPE SUBSTRATE ANCHOR HaCNMW.Es 4 CUPS x 90 ttyCLIP .36419 ll-BMP-0001 ALUMINUM: (2)-014 SAE GRADE S SHEET METAL SCREW TO ALUMINUM,PROVIDE(S)PINCHES NLN. (RLRXARED UMIPT DFNAND SHALL or Dommap 7 01 0.125°ATN.THICX,6061-T6 MIN.ALUM WUM PAST THREAD PIANS FOR WET METAL SCREW. ON SAE SPBCIFIC'AgBY N LN • • • • i OR REGISTE&D ARdfffFCT' ri B1t STEE1.7 (2}i14 SAE GRADE 5 SHEET METAL SCREW TO STEEL,PROVIDE(S)PINKISH MIN.PAST COTMIC477 1 • • • • • • • • (0.125-MIN.THICK,33 KSI MIN.STEEL) THREAD PLANE FOR SHEET MAL SCREW. TAME LEGEND• • • • • • • i 1. EMBEDMENT AND EDGE DISTANCE EX LUOES FINISHES,IIs APPLICABLE. ®-pEWOTE4 V%1�1�'�PA.OY�FOt 11�••• ••• ••• ••• �^� 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. '�•'•/1 —10 ••• • • • • ••• I • fI • • • • • • • • • • ••• • • • ••• • • JL »Hroa ANY CLIP LONGER THAN 10° MLHZE(5)-512 SAE GRADE 5, SHEET METAL SCREWS(PROVIDE i 2-MIN.SHEET METAL SCREWS AT MECHANICAL UNIT BY OTHERS.ALUMINUM THE TOP OF THE CJD TYP. HOUSING UNITS SHALL BE 6063-TB MIN. . ALUMINUM SHEET WITH FLY-30 KSI,0.125'MIN. 0.19" THICKNESS,STEEL HOUSING UNITE SHALL BE *' TYP. O 33KSI MIN.STEEL,GRADE 33,226A MIN. (3)-512 SAE GRADE 5 SHEET METAL .O 0.068°THICK SCREWS THROUGH CIDP*TOMECHANICAL UNIT BY ASTM A283 0� c PAST VIDE(5)PINCHES MIN. STEEL,INP. s PAST - ..'... 0.068"THICK ASTM TYP. j(g) A283 STEEL.CLP,TYP. �Z ;51 4 $.. BASE OF UNIT SHALL ANCHOR PER ANCHOR SCHEDULELJ < BE FLUSH WITH BASE OF CLIP,NO SPACES` n 9 PERMITTED,TYP. (3)-512 SAN GRADE 5- S N ,q^ SHEET METAL SCREWS a AT TOP OF SLOT TYP. �ANCXHOR FROM I' (OTHER CLIP ANCHOR DIMENSIONS SUBSTRATE PER ANCHOR a O• SCHEDULE,TYP. SIMILAR) ..�_ ^_ i` SCHEDULE(VARIES) r os7s" 1"TIE-DOWN CLIP U •� '� 3 ANCHOR DETAIL s 1" CLIP ISOMETRIC DETAIL 3'-r-W DETAIL q N.T.S. ISOMETRIC .l w CLIP IS DESIGNED FOR FURL. CONTACT WITH THE BASE OF EACH e i MECHANICAL UNIT,TYP. O 0.125" MECHANICAL UNIT BY OTHERS.ALUMINUM HOUSINGz ALUMINUM SHEET WITH SHALL BE X63-TB MW. a 'III aaa Ry-3o K51,o.1as•Mtro. THICKNESS,SIM HOUSING UNITS SHALL 8E (3I 5 5 METAL v 0.AST THICK 33KSI MIN.STEEL,GRADE 33,22GA MIN. SCREWS THROUGH CLIP To z UNIT BY H-'R ASTM A283 (t-0.0299'). SSSg STEEL,TYP. OTHERS.PROVIDE(5)PINCHES MIN. n, g I fl PAST THREAD PLANE FOR EACH . 'YJ0 m '.• �< SMS,TYP. 0.113•THHICK ASTM °v A283 STEEL CLIP,TYP. (SHEET SAE GRADE EASE OF UNIT SHALL WITH BASE BASE (2)ANCHORS PER ANCHOR S SHEET METAL BE FLUSH SCREWS AT TOP OF OF CSP,NO SPACE 3/r SCHEDULE SLOT,TVP. PERMITTED,TND. Y's°9 HOLES NOTTO O ! BE USED FOR % ANCHORS.EYP. / SUBSTRATE PER ANCHOR SC:DULEJVArS) •• �e ` .375' • • • • • • • • • ° 2"TIE-�j}Wf� � . • ••• . 5 6 • • • • • 050" t 4NANCH®R DEAMILe• • • • •• Rxrorv�c�uxacR.Rn� 0.50' 4 3`'1'�' DET 11-BMP-0001 FACTORY-MILLED Ys 0 HOLES• 'y� ,_ 01 i r UTILIZE ANCXORS PROM 2' ..� 10� • ••• CLIP ANCHOR SCHEDULE,TYP. • •00 e • ETH . 0.50. 112" CLIP ISOMETRIC DETAIL ..: i• • ••• i•• •e• ••• N.T.S. ISOMETRIC • • • • • • • • • • • •• •• • • • •• ••