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MC-12-1045Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 174534 Permit Number: MC -6 -12 -1045 Scheduled Inspection Date: July 16, 2012 Inspector: Perez, JanPierre Owner: MONTERO, CARLOS Job Address: 1245 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SANSONE CORPORATION Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number (786)282 -4809 Parcel Number 1132050270280 Phone: 954 -428 -8919 Building Department Comments ADD NEW 2.5 TON A/C SYSTEM. HOOK UP NEW SYSTEM TO EXISTING DUCTWORK. Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 16, 2012 For Inspections please call: (305)762 -4949 Page 11 of 35 co/141)9_, c,V`— Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BU DING Permit No. 1 1) 043 PE IT APPLICATION Master Permit No. 100E@Mg \L/71:-ffi, IR JUN 002012 DJ BQ0000000_o°ee__a Permit Type: MECHANICAL JOB ADDRESS: VAS oc.. e _ City: Miami Shores County: Folio/Parcel #: 11 — %2 S -° O`) 02gcN Is the Budding Historically Designated: Yes NO V Miami Dade Zip: 31ra Flood Zone: OWNER: Name (Fee Simple Titleholder): i1re;& '4 s�kz, Phone #:'ADS° 3991-5052 Address: ,'?M S N2,4e, 01/41L40 City: 1 : ` S .S State: 1.- Zip: *MV Tenant/Lessee Name: Phone#: Email: CONTRCTOR: Company Name: C-4.43Na_, Address: S" Cloo4N4 13�..)d City: State: Qualifier Name: Colk340 C,1/44tO$ . d State Certification or Registration #: CM Contact Phone #: DESIGN R: Architect/E Phone #: 154- 42- °VI\c1 33N1/4-12- Phone#: 61047 a'251-- ,i rtificate of Competency #: Phone#: Value of Type of Descripti e Work for a ' Pe 't: $ -a J • Square/Linear Footage of Work: ork: ❑ on Tew sARepair/Replace ODemolition on of Work: 2.S -bar\ A s Mss a 6 1c., %. \exa SiSkepAi 4'0 *************************************** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $6 " CCF $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double $ Structural Review $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ • �•9 Bonding ompany's Name (if applicable) Bonding ! ompany's Address City State Zip Mortgag 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 commenc d prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construe on in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, OOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNERJ'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicabl laws regulating construction and zoning. "WA G TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO NCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPR9VEMENTS 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 estimate promise in good faith that a copy of the notice of commencement and construction lien whose property is subject to attachment. Also, a certified copy of the recorded notice o for the first inspec ' *n which occurs seven (7) days after the building permit is issu inspection will b: a , r. O''d a a reinspection fee will be char; ed. Signature �, � Signature O er•t The fo e • mstrume . , was acknowledged bef day of u_' , 20 a", by who i sonally known to me or who has produced • As identification and who did take an oath. NOTARY PUBLIC: Si Print: ASHLEY A. D7JEWIT My Co ssion Expires"' My Commissi •*i MY COMMISSION EE167107 ••an EXPIRES February 07, 2016 * * * * * ** * * * ** * * * * * * * * * * * * ** * * ** ****** *** ** * **,*** ,************************** ******** ********* ** * * ********** APPRO cow V ` -Plans Examiner Zoning Clerk FbddeNole rviy.com The fore day of who i value exceeding $2500, the applicant must brochure will be delivered to the person encement must be posted at the job site the absence of such posted notice, the Contractor oing instrument was acknowledged , 20 !by efore me this Ce known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Structural Review Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2011. duct s AHRI Certified Reference Number: 4584315 Date: 6/4/2012 Product: Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: CA16NA030 * * * *A Indoor Unit Model Number: FV4CNFOO2 Manufacturer: CARRIER AIR CONDITIONING Trade /Brand name: 16 SEER PURON AC Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING 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): 28600 EER Rating (Cooling): 13.20 SEER Rating (Cooling): 16.00 *Ratings followed by an asterisk ( *) indicate a voluntary aerate 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 prod uct(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 AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, In whole or In part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org, {_ click on "Verify Certificate" fink and enter the AHRI Certified Reference Number and the date on - e which tF e certificate was issued, which Is listed above, and the Certificate No., which is listed below. ®� Air- Conditioning, Heating, and Refrigeration Institute ©2012 Air - Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129833112243271764 This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2011. roduct tin s AHRI Certified Reference Number: 4584315 Date: 6/4/2012 Product: Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: CA16NA030 * * * *A Indoor Unit Model Number: FV4CNFOO2 Man ufacturer: CARRIER AIR CONDITIONING Trade /Brand name: 16 SEER PURON AC Man ufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING 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): 28600 EER Rating (Cooling): 13.20 SEER Rating (Cooling): 16.00 *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 procl uct(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 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 Harmer or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The infonnatlon for the model cited on thls certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed below. Air- Conditioning, Heating, and Refrigeration Institute ©2012 Air - Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129833112243271764 ---- -- • '_~~=� �~n�mr= �"",��° -~--^.` r CERTIRCATE OF LIABILITY INSURANCE DATE' Vatrir YJ 3.2/20/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED 'PRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. .ni1PORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. 0. Box 1927 Pompano Beach FL 33061 CONTACT NAME: PHONE (954) 943 -5050 INC. No. Fxtl: FAX (954) 942-6310 E -MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC X INSURER A :FOCI Commercial Ins Co 33472 INSURED Sansone Corporation 590 Goolsby Blvd. Deerfield Beach FL 33442 INSURER B: National Trust Ins Co 20141 INSURER C :FCCI Insurance Co 10178 INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER :Master cart w/o forms • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDCSUBR INSR WVn POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A B GENERAL — X LIABILITY COMMERCIAL GENERAL LIABILITY CPP0012837 12/1/2011 12/1/2012 EACH OCCURRENCE $ 1,000,000 PRaENTED PREEMIMI ESES S (RENTED occurrence) $ 50,000 CLAIMS - MADE X OCCUR MEDEXP(Anyoneperson) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 7 POLICY 1C I .PIF i IT I LOC PRODUCTS - COMP /OP AGG $ 2,000,000 $ AUTOMOBILE X X UABIUTY ANY AUTO ALL OWNED AUTOS HIRED AUTOS X SCHEDULED AUTOS NON -OWNED AUTOS — CA0017402 12/1/2011 12/1/2012 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident ) $ PROPERTY DAMAGE (Per accident) PIP - Coverage by Workers $ 10,000 A X UMBRELAUAB EXCESS UAB X OCCUR CLAIMS -MADE DBID0011725 12/1/2011 12/1/2012 EACH OCCURRENCE $ 3,000,000 AGGREGATE $ DED X RETENTION$ 10,000 $ c WORKERS COMPENSATION AND EMPLOYERS' UABIUTY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? n (Mandatory . in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WC13A02128 1/1/2012 1/1/2013 x1401% OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L DISEASE - EA EMPLOYEE $ 1,000,000 E.L DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) CERTIFICATE HOLDER CANCELLATION Village of Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Frank Furman, Jr /AM ACORD 25 (2010/05) livp.non rnrn nnc% n, © 1988-2010 ACORD CORPORATION. All rights reserved. 01/16/2002 18:41 9544281405 1,e4prA, 64," amax6ri coRpoRATioN MR CONtMTIONING SALES AND SERVICE JUN 1 5 Z012 SANSONE Customer Address Zip Code AGREEMENT .1245 NE V.Stret.v.t;:,i • 1' • 311* . 1 Trieg.here y'p Phone City .a..Cdgt1 Date 2012 pRr9,f PAGE 01/01 Alternate Contact 05/30712 . • State Manufacturer: Condenser: AIr Handler: SEER/Comp Speeds: BTUs 1 Tonnage: Thermostat; Heat Strip kw) Compressor / Parts: Labor; g ESA+ Labor Plan": Part warranties silvan are manufacturer's limited warranties, Refer to manufacturer for details. All Shown in YeerS. **Labor warranty shown requires yearly Sansone Energy Savings Plus Membership. See details on back of agreement. Option .• 3 Carrier CA13NA030 0134CNF030 13.5 1 1 Speed 27.4] 2.50 Tons Programmable . . .. • :5 of.5kw: :ii,LL, 10 1 10 1 5 programmable 1 10 1 10 1 5 tion 3. _ Carrier 24ACB736 FV4CNFOO2 15 r2 Speed 35 1 3.00 Tons Edge 10 1 10 2 10 ■•••1111 INSTALLATION EX X. 411 Required Mechanical Pentlite emoval of Existing Equipment X ondenser Hurricane Strapping mergency Shut Down Float Switch --4 1 pact & Seal Ductwork per Code 5r coking Valve Caps .4X ew Supply Plenum on units DuetrOr that INVESTMENT System FPL Rob Mari Inc Contract Ductwo Net I ent DepeSit Total Du at Install No In t Financing Monthly ayment* Y9.111.e145011Y ITIMPta#IcarlOiklai:141.11%. I to b ieliliCtid Wit be tug Mit • Hang Air Handier in Attic Or Garage Relocate Air Handier Rebuild/Lower AIr Handler Stand New Air Handler Box Top ReInSUlata Return Box Metal Air Handier Stand Galvanized ndary Drain Pan &t, rogrammable Thermostat rrier Edge w/ Humidity ouchscreen Tstet umIdistat 1■1•-••••■■••••■ etail Price te nt Rebate r Discount PaYme • Buyer has E at all equ z • personal pr • event of n ad the hands I— (Customer) • 1; -.. ••• .b.0.04111RMsl.P.TIPW v.akiii0So Light (Single OF PHI Unit 995 Frame & Pad Fitton; 95 4^ Media Filter Kit 385 Copper Lines & Line Cover Extend or Pour COncrefe Slab Crane New Return Grill New Disconnect Sox Run New Drain Line w/ Pump Electric by Others 1.117,dittty,111tehtire aoceStilre.. AnyductIa. • - • indluclied. Initial • ' ' • Optton 39 0 tion And-Rust Grenade Drain Line Wizard 10 Year Parts & Labor (1) ESA at 6 months Electric and hole In door for return by others. WW use all existing ductwork in bedrooms. t Upon installation: Selected Cash Ch. Financing - Months d and understands the additional terms on Page 2 and og as if set forth et this point. It is agreed and understood by the parties ment which is sold pursuant hereto shall not become fixtures or where they are placed. Said parts and equipment shall at all times remain rty and the title thereto shall remain In the seller until payment in full is received. Buyer hereby agrees that all parts and equipment may be repossessed in the -payrnanL 1 have the authority to order the work as detailed in this proposal. I agree to pay all costs and reasonable attorney's fees if this proposal Is placed In r an attorney for eolleetten, (Not fnal 9 binding on Sansone until signed by Officer). Quote vend for 7 pays • Pe* &rook Date lenenne) 5/30/12 Date (sensor* Mat) Date FloridaDeparnnentoi Busines Profess' na Regulation BCIS Home Log In ! User Registration Hot Topics License etnciently. Ftegelatefairiyl. Product Approval USER: Public User Submit Surcharge Stats & Facts i Publications Product Approval Menu > Product or Aoolicatton Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14239-R.1 Revision 2010 Approved BMP International Inc. 4710 28th Street N St. Petersburg, FL 33714 (727) 458-0544 benmeng8 @yahoo.com Xianbin Meng benmeng8 @yahoo.com Structural Components Anchors FBC Staff ' BCIS Site Map Links Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE- 0046549 National Accreditation & Management Institute, 12/31/2013 Ryan 1 King, P.E. Validation Checklist - Hardcopy Received FL14239 RI COI COI.odf Standard ASTM D1761 -06 ASTM D1761 -88 Florida Licensed Professional Engineer or Architect FL14239 R1 Eouly Eouiv.odf Year 2006 2000 http: / /www.floridabui.lding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDquDEJErtOSCei... 3/20/2012 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 09/29/2011 12/13/2011 12/18/2011 01/31/2012 Summary of Products FL # Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" and 2" Models Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: This design provides allowable capacities for the system. The required site- speclflc design pressure (demand) shall be calculated by others for use with this design. Installation Instructions FL14239 Ri II Dwo.odf Verified By: Frank L. Bennardo, P.E. 0046549 Created by Independent Third Party: Yes Evaluation Reports FL14239 R1 AE Eval.odf Created by Independent Third Party: Yes Back Next Contact Us ::1940 North Monroe Street. Tallahassee FL 32399 phone: 850- 487 -1824 The State of Florida Is an AA/E£0 employer. Copyright 2007 -2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Staterngpt Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public - records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web arrncglbility, please contact our Web Master at webmasterS dbor.state.fl.us. Product Approval Accepts: http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDquDEJErtOSCei... 3/20/2012 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP CAPACITIES: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS tCENTER OF GRAVITY ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE MECHANICAL UNIT. MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES. 1501.6 MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. SEE DESIGN SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TIP. 3.. MAX TYP. HOST STRUCTURE DESIGN BY OTHERS. " -t SEE 0E-DOWN sCHEDULES FOR ALLOWABLE SUBSTRATES. NOTE: WOOD MEMBERS MAY NOT BE USED FOR ROOF -TOP APPLICATIONS PER FRC 1522. STEEL TIE -DOWN CLIPS. SEE DETAIL 1/4 & 2/4 W ADDITION TO TIE -DOWN SCHEDULE FOR CLIP INFORMATION, TV. 3° MAX') C TYP. 5, DOUBLE CLIP OPTION: (2) TOTAL CLIPS MAY BE USED AT EACH CORNER (ONE EACH ON OPPOSING CORNER FACES, 3" FROM CORNER APEX, TOTAL OF (8) CLIPS PER UNIT FOR THIS OPTION). EACH CLIP SHALL NOT EXCEED��" MAX OFFSET FROM END OF MECHANICAL UNIT AS DETAILED HEREIN. DO NOT SPACE CONCRETE ANCHORS CLOSER THAN T E ALLOWED SPACING LISTED IN THE T1E -DOWN ANCHOR SCHEDULES. SEE SHEk1 S 2&3 FOR MORE INFORMATION. •..�lo,��JUeI UTILIZE (1) CLIP* AT EACH CORNER. AS SHOWN WITH 3° MAX OFFSET FROM END OF MECHANICAL UNIT. MECHANICAL UNIT 0 % 1 TIE -DOWN ISOMETRIC 1 1' = 14-0• ISOMETRIC *FOR CLARITY, THIS ISOMETRIC ONLY SHOWS 1" CLIP5. THE ISOMETRIC LAYOUT IS TYPICAL FOR BOTH 1" AND 2° CLIP APPLICATIONS. 2° CUPS ARE NOT CERTIFIED FOR ANCHORAGE TO CONCRETE. T' #E- DOWN CLIP DIRECTIVE EXAMPLE (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE U5E0 TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE 1:I4E14510N RESTRICTIONS LISTED HEREIN. SEE SHEtIS 2 83 FOR TIE -DOWN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA= 16' TALL x 36" DEEP x 24" WIDE, 150 LB WEIGHT AS VERIFIED BY OTHERS, INSTALLED TO 3192 KSI MIN. CONCRETE AT GRADE AS VERIFIED BY OTHERS. PROCEDURE: PROCEDURE STEP RESULT 1 LOCATE THE AT GRADE TIE -DOWN SCHEDULE ON SHEET 2 AND SELECT CUP TYPE CONSIDER 1" STEEL CUP 2 - - DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED .. ... 3¢°x30. =9FT: 3 CHECK MAXIMUM UNIT HEIGHT RESTRICTION UNIT HEIGHT IS 36° WHICH IS LESS THAN THE MAXIMUM ALLOWABLE HEIGHT 0148° 4 CHECK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH IS 24" WHICH IS EQUIVALENT TO THE MINIMUM AU- OWABL.E WIDTH OF 24" 5 DETERMINE THE NUMBER OF CLIPS TO BE USED AT EACH CORNER OF THE MECHANICAL UNIT CONSIDER (1) CUP AT EACH CORNER, INSTALLED TO CONCRETE SUBSTRATE 140PSM CONCLUSION: MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE. (COMPARE THIS VALUE TO 311E SEPARATE SITE SPECIFIC REQUIRED DESIGN WIND PRESSURE PROVIDED BYA LICENSED EIYGI0(EER OR REGISTERED ARCHITECT; NOT INCLUDED IN THIS CERTIFICATION) :Tex 17". GENERAL NOTES: _. 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE H1G11 VELOCITY HURRICANE ZONE. 2. 140 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS $TEL 01970387A, #TEL 019703875 BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 4. ALLOWABLE 'DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS LISTED HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. 5. REQUIREp LATERAL AND /OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A SITE: SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 6. MAXIMUM & MINIMUM DIMENSIONS MINIMUM WEIGHT OF MECHANICAL UNIT 51-1A11. CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 7. FASTENERS TO BE 812 X f1° OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL 135 ITW BUILO8X BRAND, CARBON STEEL ONLY, INSTALLED TO 3192 K5I MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 8. ALL S 1 ktL CLIPS SMALL BE ASTM A283 STEEL (GRADE D) WITH Fy c 33 K5I OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION IN ACCORDANCE WITH THE 2010 FBC SECTIONS 2203.2 AND 2229. 690 -RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 9. ALL CONCRETE SPECIFIED HEREIN I5 NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI, UNLESS NOTED OTHERWISE. 10. ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE GRADE S2 WITH SPECIFIC GRAVITY G = 0.55 OR GREATER. DIRECT CONNECTION TO WOOD MEMBERS /SLEEPERS IS NOT PERMIT 1613 FOR ROOF -TOP APPLICATIONS PER PBC SECTION 1522. 11. THE CONTRACTOR 1.5 RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILA1 MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMINUM PER F.B.C. 2003.8.4. 12. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 13. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONS11E DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 19. THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR 5)'T'E CON0IIIOFI5 41FF5RENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIU140TION WITH THIS DOCUMENT. 15. WATER - TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR, CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER - TIGHTNESS SHALL BE THEFUI1 RESPONSIOILITY 00.750 INSTALLING CONTRACTOR 0 g 8 L Huai. 55018PE 11- BMP -oo01 scut ?LTA 101 PAGE OP.SCR 171053 4 1" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: MAXIMUM SURFACE AREA OF UNITS LARGEST FACE HEIGHT 111117 WIDTH MAXIMUM ALLOWABLE LATERAL W1N0 PRESSURE (ANCHOR TO HOST STRUCTURE) (1)CLIP AT EACH CORNER IOTAL OF 4 CLIPS PER UNIT) SHEET METAL SCREW 70 STEEL WOOD SCREW TO WOOD (2) CLIPS TAPCON TO CONCRETE AT EACH CORNER (TOTAL SHEET METAL SCREW TO ALUMINUM OF 8 CLIPS PER ' SHEET METAL SCREW TO STEEL UNIT) WOOD SCREW TO WOOD TAPCON TO CONCRETE SMEET METAL SCREW TO ALUMINUM 4 FT° 48 "MAX 24 "MIN 91 PSI 91 PSF 91 PSF 91 PSI 100 PSF 100 PSF 100 PSF 100 PSF 8 F)' 81 PSF 81 PSF 81 PSF 91 PSF 100181 100 PSF 100 PSF 100 PSF 9 FP -�Qq PS7i 40 101 40 PSF 40 PS1 77 PSF 77 PSF -' - 77 PSF 77 PSF 12 FP SO PSF - - 30 PSF 30 PSF - 80 PSF ' 58129F 56 PSF ' 68 PSF - 88 PSF 18 FP 22 PSF 22 PSF 22 PSF 22 PSF 4312S1 ' . 43 PSI 43 PSF 43 PSF 20 FP 60•MAX 48 "MIN 28 PSF 28 PSF 26 PSF f// //, ///. 49181 49 PSF 49 PSI 47 PSF 25 FT' �q //f/ / /////// /l /� % / ��l /f// /// /�f//l�l / / / / /// /�� ///� / / ///f� / / / /� /f/ /f/ /�. 39 P` 38 PSF 39 PSF 37 PS1 30 17" / l' l 33 PSF 33 PSF 33 PSF 31 PSF 36 pp //f.v ' / % / / / // % / l. 27 PSF 27 PSF 27 PSF 26 PSF 1. TIE-00W N CAPS SHALL BE FASTENED TO MECHANICAL HOUSING LMUT WITH (3) -6112 SAE GRADE 5 SHEET METAL SCREWS. (15) -SHEET METAL SCREWS REQUIRED FOR LONG CLIPS, SEE DETAIL 1/4.) 2. MECHANICAL HOUSING 01417 SHALL CONFORt1 TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MIN. ALUMINUM SHEET WITHFty =30 KSI, 0.125" MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (1'l.02991. 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE 70 THE LIM1T)NG CAPACITY OF THE 1" CLIP. 4. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN VOLIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE ANCHOR CONCRETE: (4' THICK MIN, 3192550 MIN.) (1) -3420 CARBON STEEL .IT W BUILDEX TAPCON, P/4' FULL EMBED TO CONCRETE, 2131° MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADIACEI•IT ANCHOR. ALUMINUM: (0.125' MIN. THICK, 6061-T6 MIN. ALUMINUM) (1)-914 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE 15) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL: (0.125' MIN. THICK, 33 K5I MIN. STEEL) (3) - #14 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. SEALED W000; (1) -614 SAE GRADE 5 WOOD SCREW TO WOOD MEMBER, PROVIDE 114" MIN. THREAD PENETRATION, 1" MIN. EDGE DISTANCE, I" MIN. END DISTANCE. (SOUTHERN YELLOW PINE, 0 -0.85 OR 13 , Ito) ANCHOR SCHEDULE NOTES: 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. TABLE LEGEND: - DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE ® - DENOTES VALUES NOT APPROVED FOR USE 2" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: MAXIMUM SURFACE A11EA 01 UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH MAX0M)3 ALLOWABLE LATERAL WIND PRESSURE (ANCHOR TO HOST STRUCTURE) (1) CLIP AT EACH CORNER (TOTAL OF 4 CLIPS PER UNIT) WOOD SCREW TO WOOD (2) CLIPS AT €ACH SHEET METAL SCREW TO ALUMINUM CORNER (TOTAL OF • SHEET METAL SCREW TO STEEL 8 CUPS ('56 UNIT) WOQO SCREW TO WOOD SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREW TO STEEL 4 FP 48 " M8X 24 " MIN 100 PSF 100 PSI 100 PSF 100 PSF 100 PSF 100 151 6 FP 109151 100 PSI 100 181 100 181 100 PSF 180 PSF 9 FP 67 151 67 PSF 67 PSF 60018F 100 PSF 100 PSF 12 FP 50 PSF 50 PSF 50 PSF 99 PSI 99 PSI 99 1SF 18 FP 38 PSF 38 PSF 30 PSF 41 PSF 74 PSF 80 PSF 74 PSF 8018E 74 PSF 80 PSF 20 FP 60 " ' 48 "MIN 41 PSF 41 PSF 25 FT' 33 151 33 181 33 P51 64 PSF 64 PSI 64141 30 FP 27 PSF 27151 27 PSF 53 PSF 53 P51 53 P51 36 Fr %/%////// O///////////////////%%/// /// / / % / / / / /!f / /%l %///Y//l/// /fi 44 PSF 44 P8F 44 PSF 1. TIE -DOWN CUPS SHALL BE FASTENED TO MECHANICAL HOU5/NG UNIT WITH (3) -$12 SAE GRADE 591EET METAL SCREWS. 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HODS NG UNITS SHALL 86 6063 -T6 MIN. ALUMINUM SHEET WITH F)y •30 581, 0.125• MIN. T ICIMES5. 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (1=0.02991. 3. A MAXIMUM ALLOWABLE VALUE OF 1001151 HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT 111I5 ENGINEER FOR SITE- SPECIFIC ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE ANCHOR ALUMINUM: (0.125 MTN. TH1CK, 9061 -76 MIN. ALUMINUM) (2) -614 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. STEM.: (0.125" MW. THICK, 33 551 MIN. STEEL) (2) -514 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. SEALED WOOD, 1 -1/2' MIN THICKNESS: (SOUTHERN YELLOW PINE" 0 -0.55 OR BITTER) (2) -614 SAE GRADE 5 WOOD SCREW TO WOOD MEMBER, PROVIDE 1331° MIN. THREAD PENETRATION, 1" MIN. EDGE D157ANCE,1 ". MIN. END DISTANCE. ANCHOR SCHEDULE NOTES: 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, TF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE TA91E LEGEND: - DENOTES VALUES NOT APPROVED FOR USE • 1" STEEL CLIP TIE -DOWN SCHEDULE; ROOF -TOP MOUNTED INSTALLATIONS : MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT UNIT WIDTH HEIGHT 4 FP' 6 F 9 FT' 12 FP 16 FT. 46' MAX 24'MIN 20 FP 25 F1' 30 FP 38 FP 130'MAX 48"MIN MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR TO HOST STRUCTURE) 1) CUP 0,T EACH CORHFR(TOTAL OF 4 CLIPS PER LIMIT) I (21 CLIPSA TAPCON TO CONCRETE SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREW TO STEEL TAPCON TO CONCRETE SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREW TO STEEL 82 PSF 62 PSF 82 P5P 100 PSF 100 PSF 77 PSF 100 PSF 77 PSF 41 PSF 41 PSF 41 PSF 77 PSF 27 PSF 27 PSF 27 PSF 51 PSF 51 PSF -" - ' 51 PSF /%// rf f/////.// l/% . . 38 PSF 38 PSF 38 PSF A//%/% i / /���A % ///�%/�� /�/�/��// 29 PSF 29 PSF . 29 PSF � //% /�� ///�� / /%ei � /��/ /f�df / / / /A / "AY- 33 PSF 39 PSF 33 PSF 28 PSF 29 PSF 28 PSF ,7i�iii� /�ii��yi /lii�� 1. TIE -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3) -512 SAE GRADE 5 SHEET METAL SCREWS. ((5) SHEET METAL SCREWS REQUIRED FOR LONG CUPS, SEE 0870111/4.) 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 606346 MIN. ALUMINUM SHEET WITH Fty-30 Kg, 0.125° PUN. THICKNESS. 2.2. STEED. HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (3.8.0299'). 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT 0UE TO 1115 LIMITING CAPACITY OF THE 1° CLIP. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE- SPECIFIC ENGINEERING. ROTE ROOFTOP IOST41471016 SNAIL CONTO.4Hl TO RORIDA BUILDING COOP SELTRIN I5W9 (AND 1?7{RAQ NUNZl W10CN RPQWRPS T1U7600F 6049100118060894 0JNS 891418 TED ON CURBS &WEDA HOWMUM OF6 =KS ABOVE THE ROOFSURFAg, OR 14600EROOPINGMAT04MALS EXTEND B5YFAQITNE UAW, O8$AISED EQ1A8E 8104'8 RTSPROVIOARIAFBA114144 CI511051E09!020411 4 ACCORDANCE 9W/00H . . 1 5000('03 ISMND A 2572 OFTUEBIA0. COO8T0F88NITREPAH2S REPLACER ANDWRR ORSNIHLANCU OPINE 1511110G 5.3701. ANYQ148 OR STPPORTU 910CV 181713I"J5 V8U511 MMIL 11.{ VESFPAR•7EDOCUNENDITRINVEBFYING OtIZGRIZY AND CERT II WT$IDE MR SCOPE OFDas ADDITIONAL ALLOWABLE UPLIFT; 90 LOS /CLIP (DESIGN TABLE ACCOMMODATES MAX 901.8 /CLIP AS ADDITIONAL UPUFTIN COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL FORCES. 5EEASCE 7 -10 SECTION 295 FOR MORE INFORMATION.) ANCHOR SCHEDULE: SUBSTRATE ANCHOR CONCRETE: (4' THICK MIN, 3192851 MIN.) (1)-15 °0 CARBON 51 t8L 177' BUILDEX TAPCON, 13/1" FULL EMBED TO CONCRETE, 214" MIN. EDGE DISTANCE, 3" MTN. SPACING TO ANYAD3AC3ENT ANCHOR. ALUMINUM: (0.125" MIN. THICK, 6061 -T6 MIN. ALUMINUM) (1) -014 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL: (0.125' MIN. THICK, 33 X511404. STEEL) (1) -014 SAE GRADE 5 SHEET METAL SCREW 70 STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. EN5URE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE ALLOWa8L8 UPLIFT PER UNIT IS BASED ON THE NUMBER OF CUES UTILIZED x 90LB/CL)P EXAMPLE: 4 CLIPS x 90 LB /CUP -39015 (REQUIRED UPLIFT DEAUWD SHALL BE DETERMINED ON A SITE SPECIFIC BASIS BY UN?ED ENGINEER OR REGISTERED ARCHITECT) NOT INCLUDED IN THIS CERTIFICATION) TABLE LEGEN0: -DENOTES VALUES NOT APPROVED FOR USE 2" STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS: MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UN1T WIDTH 4FT. 8 FT' 9 FT° 12 FP 18 FP 48 MAX 24 "MIN 20 FT' 29 FP 30 FP 38 FP 60' MAX 98" M04 MAXIMUM ALLOWABLE LATERAL WIND PRESSURE ANCHOR TO HOST STRUCTUR (1) CLIP AT EACH CORNER (TOTAL OF 4 CLIPS PER UNIT) (2) CUPS AT EACH CORNER (TOTAL OF 8 CLIPS PER UNIT) SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREW TO STEEL SHEET METAL AWM M SHEET METAL SCREW TO 5ItlL 100 PSF 100 PSF 100 PSF 100 PSF 84 PSF &I PSF 100 PSF 100 PSF 56 PSF 56 558 - 100 PSF 100 PSF 42 888 42 858 82 PSF 82 PSF 31 PSF 31 PSF 61 858 61 PSF 34 PSF 34 PSF 67 PSF 67 PSF 27 PSF - 27 PSF 53 858 53 PSF // / . %/✓�I�f� /� /l�l� / / / /// 44 PSF 44 PSF 37 555 37 85F . TIE -DOWN CLIPS SMALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3) -512 SAE GRADE 5 SHEET METAL SCREWS. 2. MECHANICAL HOU5 NG UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MIN. ALUMINUM SHEET WITH Fty-30 ICS;, 0.125' MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33051 MIN. STEEL, GRADE 33, 22GA MIN. (1- 0.5299') 3. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT 7HI5 548198ER FOR SITE- SPECIFIC ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE ANCHOR ALUMINUM: (0.125• MIN. THICK, 6061 -T6 MIN. AWIIINUM' (2) -514 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL 5C71EW. STEEL: (0.125" MIN. THICK, 33 K5I MIN. STEEL) (2) -514 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPUC0P1 F. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. N0781 ROOFOP IISTADARONS S1NIL cONFOJ 19 70 PLORIDA WRUNG GMT = IWJ LSO QWO 2522 FOR 1114,7) BRBGJ MORRIS MAT ROW MO/•4TEI440014 )1041 IR01SHSMLRNJJS, ON MALTS 8.57550 A M:NUAIM O P B INCHES A80VB THE ROOF5188229 OR MERE ROWING MATERIALS BXfplDRENPA1N THE UM; 01194/5000 FQU/PNIENTSSSP ITSPROAIOINGAMWMUH f1EARANCEH05LrINACCORDANCE RRTH SEL7701 ISORA 63104 3522 °FOIEWADING CODE TO PER•11T REPAIRS, REMA 1,.517500 Atoioffigl4RCR Or 055'UPPORTUIRTY® ' 02RIG NSHAt4 £LIVE 5EPA5IE001154 NTAAONVERIPMG INTEGIO T6I I5 ROK 00 IS 03159081520PE W' S ADDITIONAL ALLOWABLE UPLIFT: 90 LBS /CLIP (DESIGN TABLE ACCOMMODATES MAX 90L8 /CUP AS ADDITIONAL UPLIFT IN COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL FOREE5. SEE ASCE 7 -10 SECTION 29.5 FOR MORE INFORMATION.) ALLOWABLE UPLIFT PER UNIT IS BASED ON THE NUMBER OF CUPS UTILIZED x 90L6/CLIP EXAMPLE: 4 CUPS x 90 LO /CLIP -3601.0 (REQUIRED UPLIFT DEMAND SHALL BE DETERMMEO ON A SITE SPECIFIC BASIS BYLICHTSEO ENGINEER OR REGISTERED ARCHITECT; NOT INCLUDED IN THT5 CERTIFICATION) TABLE LEGEND: - DENOTES VALUES NOT APPROVED FOR USE 11 -9MP -0001 511.51.51 N.T.S. 101 PAGE OESCHIPT1ON; • 0.068' THICK ASTM A283 STEEL, TYP. 0.19' TYP. *FOR ANY 0(1? LONGER THAN 10° 071132E (5)-$12 SAE GRADE SHEET METAL SCREWS (p (OViDE 24111.1. SHEET METAL SCREWS AT THE TOP OF THE CLUB) TY?. (3) - #12 SAE GRADE 5 SHEET METAL SCREWS AT TOP OF SLOT TYP. 0.75 0.375 .36 •°° 1" CLIP ISOMETRIC DETAIL WO HOLE, WITH ANCHOR FROM 1' CLIP ANCHOR SCHEDULE, TYP. (2) N.T.S. (OTHER DIMENSION5 SIMILAR) 0.113" THICK ASIM A283 STEEL, TYP. (3)- #12 SAE GRA05 5 SHEET METAL SCREWS AT TOP OF SLOT, TYP. )'y°0 HOLES, NOT TO BE U5E4 FOR ANCHORS, TYP. 7S' 0.75°- FACTORY - MILLED W0 HOLES; UTILIZE ANCHORS FROM 2° CLIP ANCHOR SCHEDULE, TYP. =0.50' 0.50° ISOMETRIC °'Sp' 2" CLIP ISOMETRIC DETAIL 4 J N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 5063 -T6 MIN. ALUMINUM SHEET WITH FLY =30 KS', 0.125° MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 2201 MIN. (1=4.0298'). 0.068° THICK AS114 A283 STEEL CLIP, TYP, BASE OF UNIT SHALL BE FLUSH WITH BASE OF CUP, NO SPACE PERMITTED, TIP. (3) - #12 SAE GRADE 5 SHEET METAL SCREWS THROUGH CUP* TO MECHANICAL HOUSING UNIT 5Y OTHERS. PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR EACH ... 5M5, TYP. 7. ANCH05PER ANCHOR 5CHEDULE I SUBSTRATE PER ANCHOR j� SCHEDULE (VARIES) 1" TIE —DOWN CLIP 0 ANCHOR DETAIL 3° = 1'-0° DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0.125' MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t»0.0299'). 0.113' THICK ASTM A283 STEEL CUP, TYP. BASE OF UNIT SHALL 8E FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. (3) - #12 SAE GRADE 5 SHEET METAL SCREWS THROUGH CLIP TO MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR EACH 555, TYP. 2" TIE —DOWN CLIP NCHOR DETAIL (2) ANCHORS PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE (VARIES) 3° ° 1,-0° DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL. UNIT, TYP. 2 11 -BMP -0001 5CALES 5.1.9 (01 PAGE QescSIPY1QN; rd) v GTE` EER1.N EXPRESS °. 'November 4,201.'1 Application. Number: 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 Cllps,1" and 2" Models Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Product Evaluation Report FL #1 4239 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„ far 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 #111 -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 reports) #TEL 01970387A and #TEL 0.1970387B by Testing,. Evaluation,Laboratories, Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and /or rational analysis to qualify the following design criteria: 1. Maximum Allowable Unit Wind Pressures 2. Minimum Allowable Unit Width 3. Maximum Allowable Unit Height 4. Minimum Unit Weight 5. Maximum Allowable Unit Surface Area 6. Clip Configuration and Anchor Spacing 7. Anchor Capacity for Various Substrates 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 Fax: 954 -354 -044.3 WWW.ENGEXP.COM ............................. ENGINEERING E.XPRESSl November 4; 2011 BMP INTERNATIONAL— SLOTTED STEEL 'i'TEDOWN CUPS 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 (Le. 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 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954 - 354 -0660 FAX: 954 - 354 -0443 WWW.ENGEXP.COM Florida Departmentof Busines (� Professi na Regulation license etfuiently. fiegulatefairly: BCIS Home Log In User Registration ' Hot Topics Submit Surcharge Stets & Facts i Publications j FBC Staff Product Approval USER: Public User Product Approval Menu, > Product or Application Search > Annil ation Ust > Application Detail FL 46 Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14239 -R1 Revision 2010 Approved BMP International Inc. 4710 28th Street N St. Petersburg, FL 33714 (727) 458-0544 benmeng8 @yahoo.com Xianbin Meng benmeng8 @yahoo.com Structural Components Anchors ,..tsrF '6.:Phrbre ,t?"�'iiy,Tl(kr°L2GaV�,' BCIS Site Map Links Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE- 0046549 National Accreditation & Management Institute, 12/31/2013 Ryan 1 King, P.E. Validation Checklist - Hardcopy Received FL14239 R1 COI COI.odf Standard ASTM D1761 -06 ASTM D1761 -88 Florida Licensed Professional Engineer or Architect FL14239 Rl Eouiv Eauiv.odf Year 2006 2000 hitp : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDquDEJErtOSCei... 3/20/2012 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/29/2011 12/13/2011 12/18/2011 01/31/2012 Summary of Products FL# Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" and 2" Models Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: This design provides allowable capacities for the system. The required site - specific design pressure (demand) shall be calculated by others for use with this design. Installation Instructions FL14239 R1 II Dwo.odf Verified By: Frank L. Bennardo, P.E. 0046549 Created by Independent Third Party: Yes Evaluation Reports FL14239 R1 AE Eval.Ddf Created by Independent Third Party: Yes Back Next Contact Us .. 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850- 487 -1824 The State of Florida Ls an AA/880 employer. Coovrioht 2007 -2010 State of Florida :: Privacy Statement • • Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your a -mall address released in response to a public - records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web arrreSibillty, please contact our Web Master at webmasteredbor.state.fl.us. Product Approval Accepts: laiRJE http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDquDEJErtOSCei... 3/20/2012 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP CAPACITIES: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS }CENTER OF GRAVITY ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE MECHANICAL UNIT. MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES. 1501B MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. SEE DESIGN SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, 1YP. STEEL TIE -DOWN CLIPS. SEE DETAIL 1/4 & 2/4 IN ADDITION TO RE -DOWN SCHEDULE FOR CLIP INFORMATION, TYP. 3' MAX.) TYP. HOST STRUCTURE DESIGN BY OTHERS.' SEE TIE -DOWN SCHEDULES FOR ALLOWABLE SUBSTRATES. NOTE: WOOD MEMBERS MAY NOT BE USED FOR ROOF -TOP APPLICATIONS PER FBC 1522. eta. 1$ ' -C,'.0.1‘. 3" MAX- (�..: 00.0.%!c;0`° 40O J DOUBLE CLIP OPTION: (2) TOTAL CLIPS MAY BE USED AT EACH CORNER (ONE EACH ON OPPOSING CORNER FACES, 3" FROM CORNER APEX, TOTAL OF (8) CUPS PER UNIT FOR THIS OPTION). EACH CLIP SHALL NOT EXCEED 3' MAX OFFSET FROM END OF MECHANICAL UNIT AS DETAILED HEREIN. DO NOT SPACE CONCRETE ANCHORS CLOSER THAN THE ALLOWED SPACING LISTED IN THE TIE -DOWN ANCHOR SCHEDULES. SEE SHI 1;ls 283 FOR MORE INFORMATION. UTAIZE (1) CLIP. AT EACH CORNER AS SHOWN WITH 3" MAX OFFSET FROM END OF MECHANICAL UNIT. MECHANICAL UNIT 0 1 TIE -DOWN ISOMETRIC 1 J r. 1,-0° ISOMETRIC *FOR CLARITY, THIS ISOMETRIC ONLY SHOWS }" CLIPS. THE ISOMETRIC LAYOUT I5 TYPICAL FOR BOTH 1° AND 2° CLIP APPLICATIONS. 2° CUPS ARE NOT CERTIFIED FOR ANCHORAGE TO CONCRETE. TIE -DOWN CLIP DIRECTIVE EXAMPLE (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS LISTED HEREIN. SEE SHEETS 203 FOR T1E -DOWN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA= 36' TAU. x 36' DEEP x 24" WIDE, 15018 WEIGHT AS VERIFIED BY OTHERS, INSTALLED TO 3192 K5I MIN. CONCRETE AT 09908 AS VERIFIED BY OTHERS. PROCEDURE: PROCEDURE STEP RESULT 1 LOCATE THE AT GRADE TIE -DOWN SCHEDULE ON SHEET 2 AND SELECT CLIP TYPE CONSIDER } STEEL CLIP 2 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED '.. . _ 36`438 ° °9FT' 3 CHECK MAXIMUM UNIT HEIGHT RESTRICTION UNIT HEIGHT IS 36° WHICH I5 LESS THAN THE MAXIMUM ALLOWABLE HEIGHT 0E48" 4 CHECK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH 15 24" WHICH LS E• UIVALENT TO THE MINIMUM ALLOWABLE WIDTH OF 24° 5 DETERMINE THE NUMBER OF CLIPS TO BE USED AT EACH CORNER OF THE MECHANICAL UNIT CONS 0 °• air A EA _T • ', IN D • r. 10T 91: • CONCLUSION; MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE - (COMPARE MIS VALUE TO 1719 SEPARATE SITE SPECIFIC REQUIRED DESIGN WIND PRESSURE PROVIDED BY LICENSED ENGINEER OR RE{15TERED ARCHITECT' (WI-INCLUDED IN THIS CERTIFICATION) (40P5F1 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BURRING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE " 2. NO 33 -1/39' INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN I5 BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS #TEL 01970387A, #TEL 019703878 BY TESTING EVALUATION LA80RATORIES, INC.. NO SUBSTITUTIONS. WITHOUT WRMEN APPROVAL BY TWS ENGINEER SHALL 8E PERMITTE4. 4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS LISTED HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. 5. REQUIRED LATERAL AND /OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A SAE- SPECIFIC BASI5 IN ACCORDANCE WITH THE GOVERNING COD5. 6. MAXIMUM & MINIMUM DIMEN51095 AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 7. FASTENERS TO BE 412 X 51' OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BE ITV/ BUILDER BRAND, CARBON STEEL ONLY, INSTALLED TO 3192 KSI MIN CONCRETE. Sf:E ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 8. ALL STEEL CLIPS SHALL BE ABTM A283 9109L (GRADED) WITH Fy = 33 K5I OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION IN ACCORDANCE WITII THE 2010 FBC SECTIONS 2203.2 AND 2220. G90-RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 9. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE 111PIIMUM COMPRESSIVE STRENGTH OF 3192 P51, UNLESS NOTED OTHERWISE. 10. ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE GRADE 52 WITH SPECIFIC GRAVITY G - 0.55 OR GREATER. DIRECT CONNECTION TO WOOD MEMBERS /SLEEPERS IS NOTPERMITTE0 FOR ROOF -TOP APPLICATIONS PER FBC SECTION 1522. 11. THE CONTRACTOR I5 RESPONSIBLE T4 INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMINUM PER F.B.C. 2003.8.4. 12. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 13. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY TILE ONSITE.DESIGN PROFESSIONAL AND IS NOT INCLU080 IN THIS CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 19. THE SYSTEM DETAILED HEREIN L5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A EPECIF15 ELIE. FOR SITE OONDITIQN5 OffFEREM FROM THE CONDITIONS DETAILED HEWN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 15. WATER - TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE 155055 WHICT( MAY OCCUR AS WATER- TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OI?THE INSTALLING CONTRACTOR Os Z Q. m g g 5 k j qq 2 6 SEPEEN41 W5L P.E 11- BMPrown 6CALM NYE. 101 PAGE DESCRIPTIONI 1" STEAL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: MAXIMUM SURFACE UNIT AREA 071114115 HEIGHT LARGEST FACE UNIT WIDTH 4 F 0 FT' 9 F - "12FP 16 FT' 48 "MAX MAXIMUM ALLOWABLE LATERAL WINO PRESSURE (ANCHOR TO 11051' STRUCTURE) 1 CLIP AT EACH CORNER TAPCON TO CONCRETE SHEET METAL SCREW TO ALUMINUM OTAL OF 4 CLIPS PER UN SHEET METAL SCREW TO SIOEL • (2) CUPS AT EACH CORNER (TOTAL OF 8 CLIPS PER UNIT) WOOD SCREW TO WOOD 91 PSF 91 757 61 PSF B1 PSF 24' MIN 1111111n.'l 40 •. 40 PSF 40 PSF 307447 3412SF 22 707 111111061011.1 22 P87 22 PSF /a 28 PSF , � % �/�y/roai�iiii�� %G i/e,eo// ii //i//i / //�/ /iriiiiiiiiiioi/ii/i 20 FP 26 FT' 30 FT' 36 FT' 50 "MAX 48' M114 TAPC0N TO CONCRETE 100 PSF 100 787 71 PSF. • 58 FMB SHEET METAL &CREW TO ALUMINUM 108 PSF 100 PSF 77 787 53 PSF SHEET A1EI'AL SCREW TO STEEL WOOD SCREW TO WOOD 100 PSF 100 PSF 100 PSF 7775E • 68 PSF 100 PSF 77 PSF - 68 PSF 43 PSF 43 PSF 43 PSF 43 75F 48 787' 39 PSF 33 787 27 PSF 49 PSF 38 PSF 33 PSF 27 PSF 49 PSF 47 P85 39 PSF 33 PSF 37 PSF 31 PSF 27 PSF 28 PSF 1. TIE -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UIST WITH (3)-012 5AE GRADE 5 SHEET METAL SCREWS. ((5)-SHEET METAL SCREWS REQUIRED FOR LONG CLIPS, SEE DETAIL 1/4.) 2, MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 141N. ALUMINUM SHEET WITH Fty=30 001, 0.135" MIN. THICKNESS. 2.2. 515a1 HOUSING UNITS SHALL BE 33X5( MIN. STEEL, GRADE 33, 22GA PIN. (1=0.02991. 3, MAXIMUM 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 PSF HA5 BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE ANCHOR CONCRETE: (4" THICK MIN, 31921(51 MIS.) (1) -(44'$ CARBON STEEL Mg BUILDEX TAPCON, P7,' FULL EMBED TO CONCRETE, 211" MIN. EDGE DISTANCE, 3' MIN. SPACING TO ANY ADIACENT ANCHOR. ALUMINUM: (0.125' MIN. THICK, 6061 -T6 MIN. ALUMINUM) (1) -514 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL: (0.125' MIN. THICK, 33 KSI MIN. STEEL) (1) -414 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR 011EET METAL SCREW. SEALED WOOD: (SOUTHERN YELLOW PINE, 059.55 OR BETTER) (1)414 SAE GRADE 5 WOOD SCREW TO WOOD MEMBER, PROVIDE 3)5' MIN. THREAD PENETRATION, 1" MIN. EDGE DISTANCE, 1" MIN. END DISTANCE. ANCHOR SCHEDULE NOTES: 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2, ENSURE MINIMUM EDGE DISTANCE AS NOTED 114 ANCHOR SCHEDULE. TABLE LEGEND: - DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE MN -DENOTES VALUES NOT APPROVED FOR USE w 2" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UN1T HEIGHT UNIT WIDTH MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR TO HOST STRUCTURE) (1) CLIP AT EACH CORNER (TOTAL OF 4 CLIPS SHEET METAL SCREW TO STEEL PER UNIT) WOOD SCREW TO WOOD (2) CLIPS AT EACH .81.151. METAL' SCREW TO ALUMINUM CORNER L g1AL OF SHEET METAL SCREW TO STEEL 8 CUPS PER UNIT)_ WOAD SCREW TO WOOD SHEET METAL SCREW TO ALUMINUM 4 FP 48 " MAX 24 " MIN 103 PSF 100 PSF I(1O PSF 100 P57 100 PSF 10D PSF 6 FT' 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 9 FP 67 PSF 67 PSF 67 PSF 100 PSF 100 PSF 100 PSF 12 FP 50 PSF SO PSF 50 PSF 99 ME 99 PSF 99 757 18 FP 38 PSF 38 PSF 38 P57 74 PSF 74 PSF 74 PSF 20 FP 60 "MAX 48"MIN 41 PSF 41 PSF 41 PSF 80 P37 80 PSF 80 PSF 25 FP 33 PSF 33 PSF 33 PS7 64 PSF 64 PSF 64 PSF 30 FP 27 PSF 27 PSF 27 PSF 53 PSF 53 PSF 53 PSF 38 FP ff'/f// //// % /j / % / / //ij 44 PSF 44 PSF 44 PSF 1. TIE -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3) -1012 SAE GRADE 5 SHEET METAL SCREWS. 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 3.1, ALUMINUM 12005 NG UNITS SNAIL BE 606346 MIN. ALUMINUM SHEET WITH My-30 K5T, 0.125' MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (1- 0.0299'). 3. A MAXIMUM ALLOWABLE VALUE DF 150 PS7 HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE ANCHOR ALUMINUM: (0.125" MIN. THICK, 7061 -T6 MIN. ALUMINUM) (3)414 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL: (0.125° MIN. THICK, 33 751 MIN. 51551) (2) -814 SAE GRADE 5 SHEET' METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. SEALED WOOD, 1-112" MIN THICKNESS: (SOUTHERN YELLOW PINE, G.0.55 012 BETTER) (2) -014 SAE GRADE 5 WOOD SCREW TO WOOD MEMBER, PROVIDE 115° 1418. THREAD PENETRATION, 1" MIN. EDGE DISTANCE, 1° MIN. END DISTANCE ANCHOR SCHEDULE NOTES: 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. TABLE LEGEND' -DENOTES VALUES NOT APPROVED FOR USE 2 r 1E1 p d G 0 ccpeRMIT 11 -BMP -0001 SCALE: N.1.5 J 01 PAGE O25CRIPTION: 1" STEEL CLIP TIE -DOWN SCHEDULE; ROOF TOP MOUNTED INSTALLATIONS : MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT ,,,,,,,,,,i. UNIT WIDTH MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR TO HOST STRUCTURE) (1) CUP AT EACH CORNER (TOTAL OF 4 CUPS PER UNIT/ (2) CUPS AT EACH CORNER (TOTAL OF 8 CLIPS PER UNIT) TAPCON 70 CONCRETE SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREW 70 STEEL TAPCON TO CONCRETE SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREW 70 87EEL __ 4 FP — ^- 48 'MAX 24 "MIN 62 PSF 62 PSF 82 PSF 100 PSF 100 PSF 100 PSF 6 FT` 41 PSF 41 PSF 41 PSF 77 PSF 77 PS6 77 PSF 9 F 27 PSF • 27 PSF 27 PSF • 51 PSF 51 PSF ' 51 PSF 12 FT' ///// ii///%%, S�ff/ ���/ / /��%/ / %�� /r v,‘,7 % / %//�f����ff�J�f� /�/ 38 PSF 38 PSF 38 PSF 16 FP %y' 20 PSF 29 PSF 29 PEE 20 FT1 80 "MAX 48` MW/° /7 Of// l// O// a//%/// %// Ar . / / 1 - <: % ."//ifPiOfi�.��i/%��i 33 PSF 33 PSF 33 PSF 2 / /�% / /%lll// % ////� //, l/ D��.///////%/ f/%/ ll/ f/ l�/%/%/ l//% a�% �011/l/l/l 38 1. TIE -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3) -012 SAE GRADE 5 SHEET METAL SCREWS. ((5) SHEET METAL SCREWS REQUIRED 608 LONG GIPS, SEE DETAIL 1/4.) 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MIN. ALUMINUM SHEET WITH Fty=30 K.91, 0.125" MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (1=0.0299'). 3. MAXIMUM ALLOWABLE WIND PRFCa IRES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE 1" CLIP. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEERING. NOTE ROOM? INS640181105$ 511411 CONFORM TO FLORIDA 5N11D1NG COOE SECNON 1559 (ONO 1525581 NVM27 WHICH REQUIRESTHAT9Wf f MEC4SWl071. WOTN OEtjOWOE04Y CITR858A7$EDAMIN' MUM OFR1NCM: MOW Me 9007600FACF, OR I4119ERODFfNG'NAIERTALS EXTEND 8EN&UNTME U718T, O8 IMBED EQUIPMENr .§..PPERTS.PROVIDING ,4 5953fUM CL$AWINCEH1C2?W ACCORDANCE IYT77l. • SECTION AND/OR 1522 W+1HESIRIDIAY, 000$ 70 PERMIT5EMUS;.; RFP 8018NI MOOR NANNM,WG809618R805944r SYSTEM. AN095 0R 5577056UTTLi2EO W118 TN1$DESIGN SHALL NAVESI;PPR,TEDOCTIMENTATIO0 YERIFYUIG CE03/I4UIIND IS 0UTSIDETRESCOPEOF MI5 ADDITIONAL ALLOWABLE UPLIFT; 90 LBS /CLIP ANCHOR SCHEDULE: SUBSTRATE ANCHOR CONCRETE: (4" THICK MIN, 3192KS1 1418.) (1)41'0 CARBON STEEL IIW BURDEX TAPCON, 1 %' FULL EMBED TO CONCRETE, 231° MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY AD2ACENT ANCHOR. ALUMINUM: (0.125" MIN. THICK, 6061 46 MIN. ALUMINUM) (1) -014 SAE GRADE 5 SHEET METAL SCREW TD ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL: (0•125" MIN. THICK, 33 Kg MIN. STEEL) (1) -014 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. 1. EFIBED /1ENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE (DESIGN TABLE ACCOMMODATES MAX 90L8/CLIP AS ADDITIONAL UPLIFT IN COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL FORCE$. SEE AECE 7 -10 SECTION 29.5 FOR MORE INFORMATION,) ALLOWABLE UPLIFT PER UNIT I5 BASED ON THE NUMBER OF Cups UTILItmm x 904B/CLIP EXAMPLE: 4 Cups x 90 LB /CUP -36018 (REQUIRED UPLIFT DEMAND 5148018508129/41580 ON SITE SPECIFIC BASIS EYLICENSED ENGINEER OR REGISTERED ARCM IEt1; NOT 18041DED IN THIS CERIIFICAT70N) TABLE LEGEND: - DENOTES VALUES NOT APPROVED FOR USE 2" STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS: MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH 4 F 8FT" 6 F 12 FP 16 F1' 48 " MAX 24 " MIN 20 FT" 26 FP 3061' 36 FT' 60 "MAX 48 " MIN MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR (1) CUP AT EACH CORNER (TOTAL OF 4 CUPS PER UN1T) (2) CUPS AT EACH CORNER (TOTAL OF 8 CLIPS PER UNIT) SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREW TO STEEL SHEET META' SCREW TO ALUMINUM SHEET METAL SCREW TO Ethel. 100 PSF 100 PSF 100 PSF 100 PSF 84 PSF 84 PSF 100 PSF 100 PSF 56 PSF 56 PSF 100 PSF 100 PSF 42 PS6 42 P56 82 P56 61 PSF 82 PSF 61 PSF 31 PSF 31 PSF 34 PSF 34 686 57 PSF 67 PSF 27 PS6 27 PSF 53 PSF 53 p5F 44 PSF 44 PSF ' f�/✓///////////////// f/// / /.� / / / / / / / / /l / / / / / / / / / / / / / / //� 37 PSF 37 PSF . 31E -DOWN CUPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3) -812 SAE GRADE 5 SHEET METAL SCREWS, 2. MECHANICAL HOUS NG SST SHALL CONFORM TO THE FOLLOWING: • 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH FIY -30 KSI, 0.125° MW. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33681 MIN. STEEL, GRADE 33, 22GA MIN. (1 =0.02991 3. A MAXIMUM ALLOWABLE VALUE OF 110 PSF HAS 56EN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE ANCHOR ALUMINUM: 10.125" F11N. T111CK, 6061 -T6 MIN. ALUMINUM) (2) -014 SAE GRADE 5 SHEET METAL SCREW TD ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL: (0.125' MIN. THICK, 33 KSI MIN. STEEL) (2) -514 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD ELAINE FOR SHEET METAL SCREW 1, EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICARI F 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. NOTE. ROOFATPIASTALIAIISNS SHALL CONFORM TO FLORIN B18LO1N80008 SECTION 1409 (AND 1527 FORHVH2) 84804/931625 TMATRW 5885R5ATEf1W1CAt 916081 t/WM ON CVR85 RAISED API1W1101 GPI? TNOiMSAROVETHE ROOF SVRPAC .OR WHERE R0OF1N4504.47FRL915 WOW 9T58&N THE LINT 0NRAL5® RI1. 14ENTSUPP4FT5 MOWING FGN1 HM CISIRAN EHEtWi,5 ACCORD 141E 1101,1 SECTION I5O8ANDIOR 7522 OFTHEBIBLDING =DEM APRIMPOEPAIR ly$HHACEFIPI5T, AADJOR OR SUPPORT MEM WM/ 1163 MN S B W/ RIVE SEPARAT E 00CU 42605710N 7781417NG 17I7EGRITYAND IS 007510E 7NE SCOPE 0P INS CER71/80471001 ADDITIONAL ALLOWABLE UPLIFT: 90 LBS /CLIP (DESIGN TABLE ACCOMMODATES MAX 90LB /C116 AS ADDITIONAL UPLIFT IN COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL FORCES. BEE /SCE 7 -10 SECTION 29.5 FOR MORE INFORMATION.) ALLOWABLE UPLIFT PER UNIT 10 BASED ON THE NUMBER OF CUPS UTILIZED x 901E /CUP EXAMPLE: 4 CUPS x 90 LB /CUP =36018 (REQUIRED UPLIFT DEMAND SHALL BE DETERMINED Old A SITE SPECIFIC BASIS BY LICENSED ENGINEER OR R6GI575RED ARCHTTEC ,• NOT INQUDED IN MIS £ 37710TION) TABLE LEGEND: - DENOTES VALUES NOT APPROVED FOR USE U F4i ' . z 0 ozo z DR 5 2 11 -8MP -0001 SCALER NIB. 101 PA85 1,5001I770091 0.068° THICK ASTM A283 STEEL, TYP. (3) -712 SAE GRADE 5 .SHEET METAL SCREWS AT TOP OF SLOT, TYP. 0.19` TYP. FO$ ANY CLIP LONGER THAN 10" UTILIZE (5)412 SAE GRADE 5 SHEET METAL SCREWS (PROVIDE 2 -PIN. SHEET METAL SCREWS AT THE TOP OF THE CLIP) TYP. 0.75 "O HOLE, WITH ANCHOR FROM 1" CLIP ANCHOR SCHEDULE, TYP. 0.37$" 1" CLIP ISOMETRIC DETAIL 9 8I o 80 ®®O UK (OTHER DIMENSIONS SIMILAR) N.T.S. 0.12 0.113` THICK ASTM A283 — STEEL, TYP. (3) -5L2 SAE GRADE SHEET METAL SCREWS AT Top OF SLOT. TYP. W0 HOLES, NOT TO BE USED FOR ANCHORS, TYP. .375" 0.75"° '00 FACTORY- MILLED WO r HOLES; UTILIZE ANCHORS PROM 2" CLIP ANCHOR SCHEDULE, TYP. 0 c} °'S0" 2" CLIP ISOMETRIC DETAIL N.T.S. ISOMETRIC OD 0.50" 0.50" ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MIN. ALUMINUM SHEET WITH Fly =30 KS, 0.125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t =Q.0293 "). 0.068° THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. (3)4 12 SAE GRADE 5 SHEET METAL SCREWS THROUGH CUP'" TO MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES M11.1. PAST THREAD PLANE FOR EA011 SMS, TYP. /7 ANCHOR PER ANCHOR SCHEDULE 4'- SUBSTRATE PER ANCHOR SCHEDULE (VARIES) 1" TIE —DOWN CLIP ANCHOR DETAIL MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Ft)! =30 1051, 0.125° MW. THICKNESS, STEEL 001I,SING UNITS SHALL BE 33K5I PI1N. STEEL, GRADE 33, 2255 MIN. (t- 0.0299"). 0.113' THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, 110 SPACE PERMITTED, TY?. = 1'-0" DETAIL CLIP I5 DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. (3) -512 SAE GRADE 5 SHEET METAL SCREWS THROUGH CUP TO MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR EACH 5M5, 71'P. 2" TIE -DAWN CLIP 43..tco. ANCHOR DETAIL (2) ANCHORS PER ANCHOR 5CHEDULE SUBSTRATE PER ANCHOR SCHEDULE (VARIES) DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, VP. ttOF = p • L5BU10Do1'E 11 -BMP -0001 Ts. 101 PAGE PFSGR1075011; ER1 EXPRESS® November 4, 2011 Application. Number: 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) Product Evaluation Report FL #14239 Scope of Evaivation: This Product Evaluation Report is being issued in accordance with the requirements ofthe 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- evacuation 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 01970387B by Testing Evaluation,Laboratories, Inc. i • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and /or rational analysis to qualify the following design criteria: 1. Maximum Allowable Unit Wind Pressures 2. Minimum Allowable Unit Width 3. Maximum Allowable Unit Height 4. Minimum Unit Weight 5. Maximum Allowable Unit Surface Area 6. Clip Configuration and Anchor Spacing 7. Anchor Capacity for Various Substrates 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954- 354 - 0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING EXPRESS° November 4, 2011 BM? INTERNATIONAL — SLOTTED STEEL 'IThDOWN 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 specked 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 products 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