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MC-15-548r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-231949 Permit Number: MC -3-15-548 Scheduled Inspection Date: April 27, 2015 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Owner: OLIVEIRA, CARLOS M DE Job Address: 1270 NE 100 Street Miami Shores, FL Project: <NONE> Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1132050090030 Contractor: SOLAR BEAR SERVICES Phone: (305)863-1830 tsunm comments EXACT AC CHANGE OUT 3.5 TON Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. INSPECTOR COM N False Inspector Comments CREATED AS REINSPECTION FOR INSP-230087. must rises Gu April 24, 2015 For Inspections please call: (305)762-4949 Page 22 of 36 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Avolicant 1270 NE 100 Street 1132050090030 CARLOS M DE OLIVEIRA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell CARLOS M DE OLIVEIRA 1270 NE 100 ST MIAMI SHORES FL 33138-2604 Contractor(s) Phone Cell Phone SOLAR BEAR SERVICES (305)863-1830 : 3.5 ional Info: EXACT AC CHANGE OUT 3.5 TON ;ification: Residential )ved: In Review nents: Date Approved:: In Review Denied: Type of Work: ning: 3 Fees Due Amount CCF $4.80 DBPR Fee $3.89 DCA Fee $3.89 Education Surcharge $1.60 Permit Fee $259.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $288.58 Valuation: $ 7,400.00 Total Sq Feet: 0 Pav Date Pav Tvpe Amt Paid Amt Due Invoice # MC -3-15-54777 04/02/2015 Check #: 11570 03/13/2015 Check* 11344 $ 238.58 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Mechanical In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. April 02, 2015 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy April 02, 2015 1 Miami Shores Village Building Department 16050 N.E.2nd Avenue, Miami Shores, Florida 33138 MAR 2615 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: INSPECTION'S PHONE NUMBER: (305) 762.4949 C13J, -=J FBC20k'-:' BUILDING Permit No. PERMIT APPLICATION Master Permit No- SLI (C—s Permit Type: MECHANICAL JOB ADDRESS: 1270 NE 100 STREET City: Miami Shores County: Miami Dade Zip. 33138 Folio/Parcel#: 11-3205-009-0030 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): CARLOS & LOIS DEOLIVEIRA phone4,305-756-8734 AAA -..-1270 NE 100 STREET City: MIAMI SHORES State: FLORIDA Tenant/Lessee Name: N/A Phone#: N/A Email: N/A 33138 CONTRACTOR: Company Name: SOLAR BEAR SERVICES Phone#: 305-863-1830 Address: 10125 NW 116 WAY STE. 10 City: MEDLEY State: FLORIDA Zip: 33178 Qualifier Name: MARK VEILLEUX Phone#: 305-863-1830 State Certification or Registration #: CAC1817134 Certificate of Competency #: Contact Phone#: 305-863-1830(MISSY) Email Address: MGREENE@SOLARBEARFL.COM DESIGNER: Architect/Engineer: NIA Phone#: N/A Value of Work for this Permit: $ 7400 Square/Linear Footage of Work: Type of Work: LIAddress ElAlteration UNew E3Repair/Replace LIDemolition Description of Work: EXACT AC CHANGE OUT (3.5 TON) Submittal Fee $-D Permit Fee$ CCF $ CO/CC $ t 19�-- Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $_ Technology Fee $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. J T ®/ Signature `1 ! � /�� /; ' � Signature, VYj Owner or Agent Contractor The foregoing instrument was acknowledged before me this 1 %5 The foregoing instrument was acknowledged before me this day of M41WI4 , 203-5V by %�%% �0�� y/.Jt�G� day of M�ii�IC 1-1 , 20 1,5-9 by M�gV-ti V J �LLeUyL, who is personally known to me or who has produced who ' personally kno me or who has produced ir'L I 'D L As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: MCIRAIVIA, A My Commission Ejg�s''.; �p�%@a�dt, ,k$eeps$gsrpak�k�askAYapnh, a�,:jz$sg¢gss� APPROVED BY \\ EXPI` FF v. Sept. 15, 2018 WV,1 d.AAR0flN0TARY.COM Sign: Print: My Commission EXPIRFS: Sept. 15, 2018 WW%AAWM0TARY.00M Examiner Zoning Structural Review Clerk Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Solar r ■ Cooling ■ Heating ■ Air Quality Installation Address: l Name: l • y i S 1)eol)yeiro. Street: Wo IVE Moll City, state, zip:/—V&_4 r -a FL 3--Y13If Phone: 20S 7j-6— SVC/ . cm E-mail: Equipment to be Installed: A/C or Heat Pump 7EACX- Off/Air Handler /� 6rS—Ul_!v 0 qJ Coil l= �J/l 7 `I Additional Thermostat UV Light Zoning HEPA Filter Air Cleaner Dehumidifiers Other Additional services: Duct Cleaning Annual Service Agreement Scope of work. 10125 NW 116 Way, Suite 10, Miami, FL 33178 Phone 305-863-1830 FAX 305-863-1885 www .SolarBearFLcom FL Reg. CAC 1817134 C®nttrmctlPronosal Date; 3 / Installation start date: -?//3 J/ f Brand of Equipment: `&?o q, Permit Fee (City/County): D)d Comfort Consultant:C1_ ea;�(,LVa System 1 2 3 System 1 2 3 Disconnect box ❑ ❑ ❑ New return plenum ❑ ❑ ❑ High voltage wiring ❑ ❑ ❑ Insulate ductwork ❑ ❑ ❑ Low voltage wiring ❑ ❑ Old equipment removal ®-6 ❑ New outdoor pad WO ❑ New supply ducts ❑ ❑ ❑ Vibration pad Ll" 17 ❑ New return ducts ❑ ❑ ❑ Line set ❑ C,] 11 New registers/grilles ❑ EL ❑ Refrigerant filter dryer ["]❑ New condensate piping ltr❑ ❑ Recover refrigerant ❑- ❑ Condensate pump (sft. switch) 0J3 ❑ Mastic seal plenums 0"'0 ❑ Drain pan with overflow switch ® ❑ ❑ New supply plenum ❑ ❑ ❑ 1" filter rack 000 Mastic and seal supply/return 4 feet ❑ ❑ ❑ FPL Completed ❑ ❑ ❑ Load Calculation ❑ ❑ ❑ �1 ' -i­x/-).3-16/1 New Leong,16, Ya S-eer ,;a.S-•7—o n,, &ji4, f,✓iBe- S eez)i4 /vr- -c//- COO&OL F -&-u 1, 41C Z -/s le_S Fl u h Cts • n) O—e �` e S r>� uii b r`a&� 6(d rw •�a re �S&6 r J1 ri ��ti� cJ/� ►- o `.Zr►va// (� E'e `-I f ut-1 li 1 !Y� ew P' J 1 T•� (.`� -5..�� �) U,J• , ..d:ea/ Sck)'kL' e/loue, ull .)O rk rel c ,C/ (Yekr, J U,011n Co f-7 Ie-&LCY-) - Compressor ((J yrs, Pl­ Coil 0 yrs. l I ( e % ctie) Lq t) or, J/L oo) Tl k Parts 10 yrs. p> �(y+C(j CaA cv- Laboryrs. Zoning yrs. (e-,170r0,,,b c Water Heater yrs. Extended Warranty yrs. Other yrs. Payment terms: Credit Card Typ NameonCC Lpjs 8 pC ®fjver'fdk Credit Card # Exp. Date Check # Notels ONE Customer Cash Card $ Federal TAX Credit $ Total NET out of pocket expense after all rebates, discounts and tax credits Sale Price $ 7, (/ U d Discounts/Coupons $ Z Y LY. i FPL Rebates $ �`j� ?/ Y Total Investment $ �1 , 65 ?, C/ Balance due to Solar Bear (Labor portion plus permit fees) Balance due to Costco $ (Total Investment minus Balance due to Solar Bear) All material is guaranteed to be as specified. All work to be completed in a professional manner according to standard practices. Any alteration or deviation from above 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 upon strikes, accidents or delays beyond our control. Owner/owners to carry all necessary insurance. Our worker's are covered by Workman's Compensation Insurance. 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 costs and attorney fees. Price subject to change if not accepted within 15 days. Company authorized signature Customer sign ure Date of acceptance t' '' MAP 1 R3 2015 AIR CONDITIONING REPLACEMENT DATA Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 PERMIT NUMBER: MC 1'51 This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): 1 is q Q NE 100 8121EE-a City: Miami Shores Village County: Miami Dade Zip Code: 3 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS. AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO K ARHI Sheet Attached: YES 0 NO ❑ Contract Attached: YES 0 1. Minimum Circuit Ampacity (Wire Size): 60 000 w wee 0 • 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 50 00 3. Voltage of Circuit (208/240/480): 230 4. Size Disconnecting Means: — Contractor's Company Name. SOLAR BEAR SERVICES Phone: 305-863-1830 State Certificate or Registration No. CAC1817134 Certificate of Competency No. Signature Date: 3/12/2015 (Qualifier's signature) (Revised02/24/2014) 0.000• 0000• • • 0000•. •0.0.0 UNIT BEING REPLACED DATA NEW UNIT GOODMAN MANUFACTURER LENNOX A42 -10C AHU or PKG. UNIT MODEL# CBX25UHV-048 CKJ42-1AB COND. UNIT MODEL# 14ACX-041 9 KW HEAT 9 3.5 NOM TONS 3.5 AHU CU ,5 PKG 1) M.C.A AHU MCU bQPKG AHU — CU — PKG 2) M.O.P AHUN.jCU,%jrPKG AHU CU 2,PKG PKG UNIT 3) VOLTS AHU2j1LjCUZ20PKG PKG UNIT(; - • • • • • • EER/SEER - •/14 •• •• YES NO REPLACING DUCTS YES N YES NO- REPLACING THERMOSTAT ES '..LIQ' 0000•• YES NO NEW 411CONCRETE SLAB YES •.a • YES NO NEW ROOF STAND YES •• •• YES NO NEW RETURN PLENUM BOX YES 1. Minimum Circuit Ampacity (Wire Size): 60 000 w wee 0 • 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 50 00 3. Voltage of Circuit (208/240/480): 230 4. Size Disconnecting Means: — Contractor's Company Name. SOLAR BEAR SERVICES Phone: 305-863-1830 State Certificate or Registration No. CAC1817134 Certificate of Competency No. Signature Date: 3/12/2015 (Qualifier's signature) (Revised02/24/2014) 0.000• 0000• • • 0000•. •0.0.0 i This combination qualifies for a Federal Energy aa Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2013. Certificate of Product Ratings AHRI Certified Reference Number: 6970130 Date: 9/26/2014 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 14ACX-041-230* Indoor Unit Model Number: CBX25UHV-048-230 * Manufacturer: LENNOX INDUSTRIES, INC. Trade/Brand name: MERIT Series name: 14ACX 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): 40000 EER Rating (Cooling): 14.00 SEER Rating (Cooling): 16.00* IEER Rating (Cooling): .. .... 999 .• 0.9.00 •• 09 009 9.9960 Vo • • •••9•• 0*0 •••9•• • • •• • • •90 • Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerste. • • •• • 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 AHRI. This Certificate shall only be used for Individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered Into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate° link we make life better- and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which Is listed above, and the Certificate No., which is listed at bottom right ©2014 Air-Conditioning, Heating, and Refrigeration Institute' CERTIFICATE NO.: 130562269580000459 BMP International 2010 Florida Building Code State Approved, FL 14239-R1 EQUIPMENT TIE DOWNS. TD04 1" x 4" Tie Down Clip, Galv/Powder Coat, 4/Bag TD06 1" x 6" Tie Down Clip, Galy/Powder Coat, 4/Bag TD08 1" x 8" Tie Down Clip, Galy/Powder Coat, 4/Bag TD04SS 1" x 4" Tie Down Clip, Stainless Steel, 4/Bag TD06SS 1" x 6" Tie Down Clip, Stainless Steel, 4/Bag TD042L 2" x 4" Tie Down Clip, Galy/Powder Coat, 4/13ag TD062L 2" x 6" Tie Down Clip, Galy/Powder Cd�t; 4/-$,ag TDO62 12" x 6" Fat Cat Clip, Galvanized, 4/Bag::::, ...... . . ..... .... .... ...... BMP International, Inc., 4710 28th St N, St. Petersburg, FL 33714 '?27-458.D544...;;. ...... Note: This file contains approval information from www.floridabuilding`xfor 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 Structural Components Subcategory Anchors Compliance Method �} p Date Approved Professional Engineer Summary_ of Products } Florida Engineer or Architect Name who developed the Frank L Bernardo, P.E. Evaluation Report ' {I irEi"cf:^1 SCIS Horns i Log In User Registration Hot Topic I Submit Surcharge ' Stats & Fads ' Publications PBC Star BM sae Map unb Search Busnes('Q� Product ApprovalPIOrCssi l Us@R: Public User PE -0046549 Quality Assurance Entity Regulation Quality Assurance Contract Expiration Date 12/31/2013 Product Also—al Menu > Product v Aedl®Hen Search > Aooacanon List > Application Deta0 •••0•• FL• Application Type FL14239-R1 Revision FL14239 RS COI COI.odf Code Version 2010 • • • Application Status Approved ASTM D1761-88 2000 Comments Archived • • Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N •• • • •0• St. Petersburg, FL 33714 . (727)458-0544 , benmeng8@yahoo.com Authorized Signature Manbin Meng benmeng8@yahoo.com Technical Representative Address(Phone/Ema0 Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Date Approved Professional Engineer Summary_ of Products .� Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L Bernardo, P.E. Evaluation Report Impact Resistant: N/A Florida Ucense PE -0046549 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By Ryan I. long, P.E. •••0•• '� Validation Checklist - Hardcopy Received Certificate of Independence FL14239 RS COI COI.odf Referenced Standard and Year (of Standard) Standard YS6C • • • ASTM 01761-06 2006 ASTM D1761-88 2000 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL14239 R1 Ea lv Eoulv.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/29/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/18/2011 Date Approved 01/31/2012 Summary_ of Products FL14239 R3 II Dwa.odf FL M Modelr Number or Name Description 14239.1 Slotted Steel Ile -Down Clips, I' and Steel Tle-Down Clip System (For Use with Mechanical Units at 2' Models Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14239 R3 II Dwa.odf Approved for use outside HVHZ: Yes Verified By: Frank L Bernardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. This design provides allowable capacities for the FL14239 Rl 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. •••0•• 2/27/12 12:44 AM 0000•• • • • 0000•• • •0000• •0.0• ••0•• •000•• • • • •000•• • • 0000•• • http://www.floridabuilding.org/pr/pr_app_dtl.aspx7para GEVXQWDquDEJErtOSCeiRuPJHlQlCosOlP0292fFDQozjlHiUWVA%3d%3d Page 1 of 2 • • •••• • • • •• • • • 0000•• •• •• • 0000•• • •00• • • • • •••0•• 0000 • •0 • • • to •0••0• 0 • • • • •0.000 •• • • •0• •o. • • 2/27/12 12:44 AM 0000•• • • • 0000•• • •0000• •0.0• ••0•• •000•• • • • •000•• • • 0000•• • http://www.floridabuilding.org/pr/pr_app_dtl.aspx7para GEVXQWDquDEJErtOSCeiRuPJHlQlCosOlP0292fFDQozjlHiUWVA%3d%3d Page 1 of 2 . EN�(NEEI�(N� November 4, 2011 Application Number: FL #14239 FLB Project Number: 11 -BMP -0001-01 Product Manufacturer: BMP International Manufacturer Address: 4710 28th Street North St. Petersburg, FL 33714 Product Name: Slotted Steel Tie -Down Clips, 1" and 2" Models Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 9N-3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS FLB drawing #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,& se§led by Fr..n. - L. Bennardo, P.E. is an integral part of this Evaluation Report. 0.6 • TEST REPORTS Ultimate test loading structural performance has been tested in a( standards per test report(s) #TEL 01970387A and #TEL 0197038 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: 954-354-0443 WWW.ENGEXP.COM 00009.1 - 0 0000..' 00000 0000. - 0.. •000- ......' 00..00 0000..; • • i i - -- -- --� ENGl1�lEER1NG :.:.. . EXPRESS' November 4, 2011 BMP INTERNATIONAL — SLOTTED STEEL TIEDOWN CLIPS 1' /2" Page 2 of 2 8. Maximum Allowable Additional Uplift per Clip in Combination with Lateral Forces (For Use with Rooftop Applications) No 33% increase in allowable stress has been used in the design of this product Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use; Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted fef e in this product's respective anchor schedule shall be designed for on a site-specific basfs b%a registered• • .. professional engineer. All components which are permanently installed shall be protected against corrosion, cQptp igation, and .. other such damage at all times. e e e D This product has been designed for use within the High Velocity Hurricane Zone (HVHZ)!eeee ;�0... egDeD• e .. .. Dgeo De . . ... Dg e 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM .Deese! e e e '. •go Deg .sego. e .sees i 0 D g ee e 0 eg..l MECHANICAL UNIT STEEL TIE—DOWN CLIP CAPACITIES: AT GRADE & ROOF—TOP MOUNTED APPLICATIONS 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 CUP 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 SHEETS 2&3 FOR MORE INFORMATION. 'E" ISOLB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. f SEE DESIGN i tCENTER OFSCHEDULEFOR 1 GRAVSTX•'�•• MAXIMUMSURFACE I AREA ANO DESIGN PRESSURE, TYP. ` iv '`• STEEL TIE -DOWN CLIPS. (` SEE DETAIL 1/4 & 2/4 IN ! 1,2 ADDITION TO TIE -DOWN SCHEDULE FOR CLIP INFORMATION, TYP. 3" MAXI ' MAX n3 �`oo�NSC� TYP. a E �•: ,-' Y UTILIZE (I) CUP: AT EACH CORNER AS SHOWN WITH 3- MAX OFFSET OM END OF MECHANICAL I I MECHANICAL UNIT T'\ TIE—DOWN ISOMETRIC ISOMETRIC BFO�R/CLARITY, THIS ISOMETRIC ONLY SHOWS 1" CUPS. THE ISOMETRIC LAYOUT IS TYPICAL FOR BOTH 1" 010 2' CUP APPLICATIONS. 2- CUPS ARE NOT CERTIFIED FOR ANCHORAGE TO CONCRETE. E—DOWN CLIP DIRECTIVE EXAMPLE (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED -TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECHANICAL DIMENSION RESTRICTIONS LISTED HEREIN. SEE SHEETS 2&3 FOR TIE -DOWN SCHEDULES.) MECHANICAL UNIT CRITERIA: • • • • • • • • • • • • CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOL•DWING CFME•Vty • • • • 36" TALL x 361 DEEP x 24• WIDE, 150 LB WEIGHT AS VERIFIED BY OTHOkS, INSTALLEI•TO 31�2�51 dim. Pill- RAD AS VERIFIED BY OTHERS. CONFORMS TO THE CONCLUSION: MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE- • MOPS • • • • . •.,,.���•.p • • (COMPARE THIS VALUE TO THE SEPARATE SITE SPECIFIC REQU""LGN tWND PRESSI 6%OWDOSYA y"tre OR REGISTERED ARCHITECT: NOTJNCLUDED IN THIS CERTIFICATION) _ ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDINGq CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. NO 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 ZTTj U W REPORTS #TEL 01970387A, STEL 019703878 BY TESTING EVALUATION ((((���� q W � "' LABORATORIES, INC., NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY 0 y m W a THIS ENGINEER SHALL BE PERMITTED. N9 4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS LISTED w I.0 •+w HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. w K m 5. REQUIRED LATERAL AND/OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE q W ;; WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A SITE-SPECIFIC .a O BASIS IN ACCORDANCE WITH THE GOVERNING CODE. a 6. MAXIMUM & MINIMUM DIMENSIONS 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. U 7. FASTENERS TO BE S12 X 31, OR GREATER SAE GRADE S UNLESS NOTED H OTHERWISE. TAPCONS REFERRED TO HEREIN S14ALL BE ITW BUILDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3192 KSI MIN CONCRETE. SEE ANCHOR Z SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE > APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. Q v p i 8. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE D) WITH Fy - 33 KSI OR Z O mm ti o 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 2220. G90 -RATED a pwO� COATING REQUIRED FOR ALL COASTAL INSTALLATIONS, Q G m n MA 9. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A Z u v MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI, UNLESS NOTED w c 6 n 10. ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE GRADE 02 WITH SPECIFIC GRAVITY G - 0.55 OR GREATER, DIRECT 1--I CONNECTION TO WOOD MEMBERS/SLEEPERS IS NOT PERMITTED FOR ROOF -TOP APPLICATIONS PER FOC SECTION 1522. O- E 11. THE CONTRACTOR LS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISS1141LAR MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMINUM PER F.B.C. 2003.8.4. 12. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED I3Y OTHERS. 13. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED qggq LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND 15 NOT INCLUDED IN TI -115 CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, e NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 14. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDES y INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED c ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. 15. WATER TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL 4 RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL 8 ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS v RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED �a HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY 6t WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE 1NSTALUNG L'wr•ArtFluettt•r°sxmP'e CONTRACTOR, li-BMP-0001 I tCENTER OF GRAVITY ASSUMED TO ACT AT THE '*,,•` I \ GEOMETRIC CENTER OF THE R \� MECHANICAL UNIT. MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES. Cj xa Sia K � I i L.. 3" MAX TYP. . . HOST STRUCTURE DESIGN BY OTHERS. "IX. "T•. -I SEE TIE -DOWN SCHEDULES FOR ALLOWABLE SUBSTRATES. 9011: WOOD MEMBERS MAY NOT BE USED FOR •.._ ry `..�. ROOFTOP APPLICATIONS PER FBC 1522. ._ 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 CUP 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 SHEETS 2&3 FOR MORE INFORMATION. 'E" ISOLB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. f SEE DESIGN i tCENTER OFSCHEDULEFOR 1 GRAVSTX•'�•• MAXIMUMSURFACE I AREA ANO DESIGN PRESSURE, TYP. ` iv '`• STEEL TIE -DOWN CLIPS. (` SEE DETAIL 1/4 & 2/4 IN ! 1,2 ADDITION TO TIE -DOWN SCHEDULE FOR CLIP INFORMATION, TYP. 3" MAXI ' MAX n3 �`oo�NSC� TYP. a E �•: ,-' Y UTILIZE (I) CUP: AT EACH CORNER AS SHOWN WITH 3- MAX OFFSET OM END OF MECHANICAL I I MECHANICAL UNIT T'\ TIE—DOWN ISOMETRIC ISOMETRIC BFO�R/CLARITY, THIS ISOMETRIC ONLY SHOWS 1" CUPS. THE ISOMETRIC LAYOUT IS TYPICAL FOR BOTH 1" 010 2' CUP APPLICATIONS. 2- CUPS ARE NOT CERTIFIED FOR ANCHORAGE TO CONCRETE. E—DOWN CLIP DIRECTIVE EXAMPLE (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED -TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECHANICAL DIMENSION RESTRICTIONS LISTED HEREIN. SEE SHEETS 2&3 FOR TIE -DOWN SCHEDULES.) MECHANICAL UNIT CRITERIA: • • • • • • • • • • • • CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOL•DWING CFME•Vty • • • • 36" TALL x 361 DEEP x 24• WIDE, 150 LB WEIGHT AS VERIFIED BY OTHOkS, INSTALLEI•TO 31�2�51 dim. Pill- RAD AS VERIFIED BY OTHERS. CONFORMS TO THE CONCLUSION: MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE- • MOPS • • • • . •.,,.���•.p • • (COMPARE THIS VALUE TO THE SEPARATE SITE SPECIFIC REQU""LGN tWND PRESSI 6%OWDOSYA y"tre OR REGISTERED ARCHITECT: NOTJNCLUDED IN THIS CERTIFICATION) _ ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDINGq CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. NO 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 ZTTj U W REPORTS #TEL 01970387A, STEL 019703878 BY TESTING EVALUATION ((((���� q W � "' LABORATORIES, INC., NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY 0 y m W a THIS ENGINEER SHALL BE PERMITTED. N9 4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS LISTED w I.0 •+w HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. w K m 5. REQUIRED LATERAL AND/OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE q W ;; WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A SITE-SPECIFIC .a O BASIS IN ACCORDANCE WITH THE GOVERNING CODE. a 6. MAXIMUM & MINIMUM DIMENSIONS 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. U 7. FASTENERS TO BE S12 X 31, OR GREATER SAE GRADE S UNLESS NOTED H OTHERWISE. TAPCONS REFERRED TO HEREIN S14ALL BE ITW BUILDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3192 KSI MIN CONCRETE. SEE ANCHOR Z SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE > APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. Q v p i 8. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE D) WITH Fy - 33 KSI OR Z O mm ti o 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 2220. G90 -RATED a pwO� COATING REQUIRED FOR ALL COASTAL INSTALLATIONS, Q G m n MA 9. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A Z u v MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI, UNLESS NOTED w c 6 n 10. ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE GRADE 02 WITH SPECIFIC GRAVITY G - 0.55 OR GREATER, DIRECT 1--I CONNECTION TO WOOD MEMBERS/SLEEPERS IS NOT PERMITTED FOR ROOF -TOP APPLICATIONS PER FOC SECTION 1522. O- E 11. THE CONTRACTOR LS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISS1141LAR MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMINUM PER F.B.C. 2003.8.4. 12. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED I3Y OTHERS. 13. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED qggq LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND 15 NOT INCLUDED IN TI -115 CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, e NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 14. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDES y INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED c ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. 15. WATER TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL 4 RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL 8 ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS v RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED �a HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY 6t WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE 1NSTALUNG L'wr•ArtFluettt•r°sxmP'e CONTRACTOR, li-BMP-0001 I 1" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: MAXIMUM SURFACE1 AREA OF UNITS LARGESTFACE UNIT HEIGHT UNIT WIDTH MAXIMUM ALLOWABLE LATERAL WIND PRESSURE ANCHOR TO HOST STRUCTURE)' CLIP AT EACH CORNER OTAL OF 4 CLIPS PER UNIT) (2)CU AT EACH CORNER TOTAL OF 8 CUPS PER UN SHEET METAL SCREW SHEETMETALSCREW WOOD SCREW TO TAPCON TO CONCRETE TO ALUMINUM TO STEEL WOOD SHEET METAL TAPCON TO SHEET METAL WOOD SCREW TO CONCRETE SCREW SCREW TO STEEL WOOD � ALUMINUM 4 FT' .......... SFr ......_...... 8 FI' 48MAX 24"MW 81 PSF 91 PSF81 PSF 91 PSF 100 PSF 100 PSF 100 PSF 100 PSF ............._. ...._._.__.__.._._...._...................___...—._.____..._.._.._.__._ 81 PSF 81 PSF S1 PSF 81 PSF _..__ _ 100 PSF 100 PSF 100 PSF 100 PSF ._ .......__ 49 PS 40 PSF 40 PSF 40 PSF 77 PSF 77 PSF 77 PSF 77 PSF 12 FT' 16 FT 30 PSF 30 PSF 30 PSF 30 PSF 58 PSF 58 PSF 58 PSF 50 PSF PSF 22 PSF 22 PSF 22 PSF 43 PSF 43PSF 43PSF 43 PSF 20 FP 25 FT' "MAX 48" MIN PSF 28 PSF ZB PSF 44 PSF 49 PSF 49 PSF 49 PSF 47 PSF jj2l 39 PSF 38 PSF 39 PSF 37 PSF -_. 30 Fr 38 FT' 33 33 PSF 33 PSF 33 PSF_ 31 PSF 1.TIE-DOWN CLIPS SHALL OE FASTENED TO MECHANICAL HOUSING UNIT WITH (3)-412 SAE GRADE 5 SHEET METAL SCREWS. ((5) -SHEET METAL SCREWS REQUIRED FOR LONG CUPS, SEE DETAIL 1(4.) 2. MECHANICAL HOUSING UNIT SNALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH "30 KSI, 0.125' MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 39KSI MIN. STEEL, GRADE 33, 2ZGA MIN. 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE I" CLIP. 4. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING. ANCHOR SCHFDIII P ypg� ANCHOR CONCRETE: (1)-Y4'B CARBON STEEL ITW 13UILDEX TAPCON, 1%- FULL EI48ED TO CONCRETE, 2S2' MIN. (4' THICK MIN, 3t92KSl MIN.) EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. _ ALUMINUM: (1)-414 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. (0.125• MIN THICK, 6061-T6 MIN. ALUMINUM) PAST THREAD PLANE FOR SHEET METAL SCREW. _ STEEL: (1)-414 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PmtES MIN. PAST (0.125' MIN. THICK, 33 KSI MIN. STEEL) THREAD PLANE FOR SHEET METAL SCREW. SEALED WOOD: (1)-414 SAE GRADE 5 WOOD SCREW TO WOOD MEMBER, PROVIDE I%' MIN. THREAD (SOUTHERN YELLOW PINE, G-0.55 OR BEIM) PENETRATION, 1' LAIN. EDGE DISTANCE, 1" MIM. END DISTANCE. �2" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: 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 MAXIML04 SURFACE1 AREA OF UNITS LARGEST FACE 1. UNIT HEIGHT UNIT WIDTH 14AXIMU14 ALLOWABLE LATERAL WIND PRESSURE ANCHOR TO HOST STRUCTURE — CUP AT EACH CORNER (TOTAL OF 4 CLIPS PER 2 CUPS AT EACH CORNER AL OF 8 CUPS PER UNIT SHEET METAL SHEET METAL SCREW SNEET METAL SCREW WOOD SCREW TO SHEET METAL WOOD SCREW TO TO ALUMINUM TO STEEL WOOD SCREW TO ALUMINUM SCREW TO STEEL WOOD - 4 FT' 0 FT' 48 " MAX 24 " HIN 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF-100 PSF 100 PSF 1011 PSF 100 P5F 100 PSF 100 PSF 100 PSF fl Fr 12 Er 16 FT ___.....W W .,,,. 67 PSF 67 PSF 67 PSP 100 FSF 100 PSF 100 PSF _ SO PSF 50 PSF 50 PSF 99 PSF 99 PSF 99 PSF 38 PSF 38 PSF 38 PSF 74 PSF - 74 PSF 74 PSF 20 25 FT' t4NX BE F 7ENE LL FASTENED " T4N TO MECHANICAL 41 PSF 41 PSF 41 PSF ---- -� 80 TSF _ 80 PSF BO PSF _ 33 PSF 33 PSF 33 PSF 64 PSF 64 PSF 64 PSF 38 FI'' TIE -DOWN IPS W 4 CL SHA 27 PSF 27 PSF 27 PSF 53 PSF 53 PSF 53 PSF 44 PSF 44 PSF HOUSING WITH (3)-#12 SAE GRADE 5 SHEET METAL SCREWS. 44 PSF M C CAL UNIT ( ) 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6083.76 MIN, ALUMINUM SHEET WITH Fly -30 KSI, 0.125 MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE OWZC?PY[(j OP� 3. A 14AMMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGH%DE S C:NTICT TgttL14ONEER FOR SITE-SPECIFIC ENGINEERIN4 • • • • • •. • • • • •• • • • • ••• • ANCHOR SCHEDULE •• ••• •• • • • •• SUBSTRATE ANCHOR _ ALUMINUM: (2)-414 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAS (0.125' MIN. THICK, 6061-76 MIN. ALUMINUM) THREAD PLAN VOR SyEWETAL STEEL. (2)-414G jl! 5 SKEET METAL*CRNW TO Wffl., PROVVE (Q PIVMEf MIN. PAST (0.125° MIN. THICK, 33 KSI MIN. STEEL) THREAD PL�E POR SHLOT METAL SMEW. • • • • SEALED WOOD, 1-1J2° MIN THICKNESS: (2)-414 SAE GRWE 5 SCREE WOOD BER, E 111IN+ (SOUTHERN YELLOW PINE, G -0.5S OR BETTER) PENEIRATIQI�MIN. SE DIST °MIN. DIST • •• •• • • • •• •• ••• • • • ••• • • M=LR NOTES: 1. EMBEOt4ENT 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 5 1, U ;� a ym��a 3Eu Ul Wcc 2Jf ..off g 111 -BMP -0001 .. 1.. . -. V STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS •. ra afwfa. nM rA f eNeu !U MecHAN1CAL HOUSING UNIT WITH (3)-812 SAE 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 MIN. ALUMINUM SKEET WITHRY-30 KSI, 0.125• MIN.THICMFSS. ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP 2.2. STEEL HOUSING UNITS SHALLBE 33KSI MIN, STEEL, GRADE 33, 22GA MIN. (L-OA298`). - (DESIGN TABLE ACCOMMODATES MAX 90LS/CUP AS ADDITIONAL UPLIFT IN 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE 1- CUP. COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED, FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC FORCES. SEE ASCE 7-10 SECTION 29.5 FOR MORE INFORMATION.) ENGINEERING. ANCHOR SCHEDULE: AL OWABLE UPLIFT PER UNIT IS BASED ON SUBSTRATE ANCHOR CONCRETE: ���,�tsm,..r_TIII�*ia�Il��frj�l� I, n7:r�:�rrr�n, ra:rrm�:[:�:rr�mlrrrrri ALUMINUM: (1)-814 SAE GRADE S SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. (0.125- MIN. THICK, 6061-T6 MIN. ALUMINUM) PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL• (1)-814 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST (0.125" MIN. THI(1(, 33 951 MIN. STEEL) THREAD PLANE FOR SHEET METAL SCREW. UNIT HEIGHT UNIT WIDTH ------- SHEETMET L _......___._............_.._� SHEET METAL SCREW SHEET METAL SCREW SHEET METAL SHEET METAL TO ALUMINUM TO STEEL SCREW TO SCREW TO STEEL ALUMINUM P 108 PSF 100 PSF 108 PSF 100 PSF BFT' " MAX 24 "MIN 84 PST' 84PSF 100 PSF __ 100 PSF 56 PSP S6 PSF 100 PSF 100 PSF 9 Fr48 12 Fr � •• ••• ® 16 FT' • ® 31 PSF 31 PSF fit PSF 81 PSF • _ 34 PSF 87 PSP 61 PSF 28 FP 60 ,.MAX 46"MIN OF 53 PSF 53 PSP 30 FP 44 PSF 44 PSF 38 FP _ _ i 37 PSF 37 PSF '.® j/j�ii%///✓��/i%/l/// l///J//j////jjj///J/J�/��/"/j///yf�/�/��/��©' ��� i%/�/�///////%//%f // l///l//f✓/////l / % / / a///a///iaoi/ia/oaiiiiiiiioiii�mi.�r�,�i •. ra afwfa. nM rA f eNeu !U MecHAN1CAL HOUSING UNIT WITH (3)-812 SAE 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 MIN. ALUMINUM SKEET WITHRY-30 KSI, 0.125• MIN.THICMFSS. ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP 2.2. STEEL HOUSING UNITS SHALLBE 33KSI MIN, STEEL, GRADE 33, 22GA MIN. (L-OA298`). - (DESIGN TABLE ACCOMMODATES MAX 90LS/CUP AS ADDITIONAL UPLIFT IN 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE 1- CUP. COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED, FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC FORCES. SEE ASCE 7-10 SECTION 29.5 FOR MORE INFORMATION.) ENGINEERING. ANCHOR SCHEDULE: AL OWABLE UPLIFT PER UNIT IS BASED ON SUBSTRATE ANCHOR CONCRETE: M44"O CARBON STEEL ITW BUILDEX TAPCOH, 1)d- FULL EMBED TO CONCRETE, 211" MIN. (4- THICK MIN, 3192KSI MIN.) EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: (1)-814 SAE GRADE S SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. (0.125- MIN. THICK, 6061-T6 MIN. ALUMINUM) PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL• (1)-814 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST (0.125" MIN. THI(1(, 33 951 MIN. STEEL) THREAD PLANE FOR SHEET METAL SCREW. THE NUMBER OF CUPS UTILIZED x 90tH/CUP EXAMPLE: 4 CUPS x 90 UUCUP -36OLS (REQUIRED UPLIFT DEMAND SHALL BE DETERMINED ON A SITE SPECIFIC BASIS BY LICENSED ENGINEER 0117 R REGISTERED ARCHITECT,' NOTINaUDED IN 77115 CERTIFICATION) TABLE LEGEND: 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. -DENOTES VALUES NOT APPROVED FOR USE `2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 2" STEEL CLIP TIE -DOWN SCHEDULE: ROOF TOP MOUNTED INSTALLATIONS: w ufP»rfPu — rA M1YED TO MlAFUCAL HOUSING UNIT WITH (3)-512 SAE GRADE 5 SHEET METAL SCREWS. Z. MECl1A, CAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 606W116 MM.*AMIIRIM SHEET 16TH FL¢304GI, 0" PUN. THICKNESS. .23. STEEL HOUSING UMTS SHALLSE 33KS1•IIN. STEEL, GMDBM3, •2GA•UNKt-W2%") • 3. A MAXIMUM ALLOWABLE VALUE OF 100 IST WAS BEEN UTILQED; IWIPHI(W ER•EMO D WA•THES CONTACT'THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING. • • • • • • • :0: •• • ANCHOR SCHEDULE: •• ••• •• • • • •• SUBSTRATE ANCHOR ALUMINUM: (2)-814 SAE GRADE S SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. (0.125• MIN. THICK, 6061-76 MIN. ALUMINUIM PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL: • (�-6I9�AE GRADE 11$ET SCREW =O L� E (5) PINCHES MIN. PAST (0.125• MIN. THICK. 33 NSI tMIN. STEELf- f THREAD3LAMP FOR NEe4 MFT cq__. 1. EMBEDMENT AND EDGE DISTAN 2. ENSURE MINIMUM EDGE DISTAD • • • • • •• • • • • ••• • MAXIMUM ALLOWABLE LATERAL WIND PRESSURE ANCHOR TO HOST STRUCFURE (1) CIDP AT EACH CORNER (2) CUPS AT EACH CORNER MAXIMUM SURFACE (TOTAL OF 4 CLIPS PER UNIT) (TOTAL OF 8 CLIPS PER UNIT) AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH ------- SHEETMET L _......___._............_.._� SHEET METAL SCREW SHEET METAL SCREW SHEET METAL SHEET METAL TO ALUMINUM TO STEEL SCREW TO SCREW TO STEEL ALUMINUM 4 108 PSF 100 PSF 108 PSF 100 PSF BFT' " MAX 24 "MIN 84 PST' 84PSF 100 PSF __ 100 PSF 56 PSP S6 PSF 100 PSF 100 PSF 9 Fr48 12 Fr � •• ••• 42 PSF 42 PSF 82 PSF 82 PSF 16 FT' • ••• 31 PSF 31 PSF fit PSF 81 PSF • _ 34 PSF 87 PSP 61 PSF 28 FP 60 ,.MAX 46"MIN OF 53 PSF 53 PSP 30 FP 44 PSF 44 PSF 38 FP _ _ i 37 PSF 37 PSF w ufP»rfPu — rA M1YED TO MlAFUCAL HOUSING UNIT WITH (3)-512 SAE GRADE 5 SHEET METAL SCREWS. Z. MECl1A, CAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 606W116 MM.*AMIIRIM SHEET 16TH FL¢304GI, 0" PUN. THICKNESS. .23. STEEL HOUSING UMTS SHALLSE 33KS1•IIN. STEEL, GMDBM3, •2GA•UNKt-W2%") • 3. A MAXIMUM ALLOWABLE VALUE OF 100 IST WAS BEEN UTILQED; IWIPHI(W ER•EMO D WA•THES CONTACT'THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING. • • • • • • • :0: •• • ANCHOR SCHEDULE: •• ••• •• • • • •• SUBSTRATE ANCHOR ALUMINUM: (2)-814 SAE GRADE S SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. (0.125• MIN. THICK, 6061-76 MIN. ALUMINUIM PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL: • (�-6I9�AE GRADE 11$ET SCREW =O L� E (5) PINCHES MIN. PAST (0.125• MIN. THICK. 33 NSI tMIN. STEELf- f THREAD3LAMP FOR NEe4 MFT cq__. 1. EMBEDMENT AND EDGE DISTAN 2. ENSURE MINIMUM EDGE DISTAD • • • • • •• • • • • ••• • iAwn ROOPTOPINsTALLi um SHALL CONPORN r0Ptaal"a IrZ)WHWCWPsccSm raPfawn Is11 POR HVIW IVHICII RUM BE BES iNAia00F MOUNTEDL"F7KNAMINI UR VP8MOWS OWS AR VE a S RMSW APRWHER OT's lIICNESARLU INP ROOPSNRFAFA ORWHEREURURON RATS MA7URUUS EgLww8rSm RTS PRO ONRAISCD EQIILPNCNTwmnrr3PROMDInOR 11171 Pf CLEARANCEM twtrmaS22OFT E frmt SECTION ISO➢AIR)/OR 141E OF THE PUiIDINO COOS W PERMIT a6A4tGMAC&;= MA140O AMV OINEsSS OR 51hvmrumLmO wnH TNIs OESKR• w1 NAreGRIM ND is ola ENPAPONVERtFrp l lMEGWIYAND lS OIRAIfETNE SQxE� 7/Ifs ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP (DESIGN TABLE A.CCOM140DATES MAX 90L8/CUP AS ADDITIONAL UPLIFT IN COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL FORCES. SEE ASCE 7-10 SECTION 29.5 FOR MORE INFORMATION.) ALLOWABLE UPLIFT PER UNIT IS BASED ON THE NUMBER OF CUPS UTIUZED x 90LB/CUP EXAMPLE: 4 CUPS x 90 UB/CUP -36CLO (REQUIRED UPLIFT DEMAND SHALL BE DETERMINED ON A SITE SPECIFIC BASIS BY LICENSED ENGINEER OR REGISM16D ARCHITECT; NOT INCUIDED INTHIS CERTTFICA7)ONJ TABLE LE6EN0: ® -DENOTES VALUES NOT APPROVED FOR USE 41 LJ z � H J � zom'9 Q {0'� 2 �' •C�+ � w p z��� C Z LLJ 0 CL z Ca 11 -BMP -0001 • •• •• • • • •• •• ••• • • • ••• • • iAwn ROOPTOPINsTALLi um SHALL CONPORN r0Ptaal"a IrZ)WHWCWPsccSm raPfawn Is11 POR HVIW IVHICII RUM BE BES iNAia00F MOUNTEDL"F7KNAMINI UR VP8MOWS OWS AR VE a S RMSW APRWHER OT's lIICNESARLU INP ROOPSNRFAFA ORWHEREURURON RATS MA7URUUS EgLww8rSm RTS PRO ONRAISCD EQIILPNCNTwmnrr3PROMDInOR 11171 Pf CLEARANCEM twtrmaS22OFT E frmt SECTION ISO➢AIR)/OR 141E OF THE PUiIDINO COOS W PERMIT a6A4tGMAC&;= MA140O AMV OINEsSS OR 51hvmrumLmO wnH TNIs OESKR• w1 NAreGRIM ND is ola ENPAPONVERtFrp l lMEGWIYAND lS OIRAIfETNE SQxE� 7/Ifs ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP (DESIGN TABLE A.CCOM140DATES MAX 90L8/CUP AS ADDITIONAL UPLIFT IN COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL FORCES. SEE ASCE 7-10 SECTION 29.5 FOR MORE INFORMATION.) ALLOWABLE UPLIFT PER UNIT IS BASED ON THE NUMBER OF CUPS UTIUZED x 90LB/CUP EXAMPLE: 4 CUPS x 90 UB/CUP -36CLO (REQUIRED UPLIFT DEMAND SHALL BE DETERMINED ON A SITE SPECIFIC BASIS BY LICENSED ENGINEER OR REGISM16D ARCHITECT; NOT INCUIDED INTHIS CERTTFICA7)ONJ TABLE LE6EN0: ® -DENOTES VALUES NOT APPROVED FOR USE 41 LJ z � H J � zom'9 Q {0'� 2 �' •C�+ � w p z��� C Z LLJ 0 CL z Ca 11 -BMP -0001 8.068" THICK ASTM A283 STEEL, TYP. (3)-#12 SAE GRADE S SHEET METAL SCREWS AT TOP OF SLOT, TYP. -FOR ANY CLIP LONGER THAN 10" UTILIZE (5)-812 SAE GRADES SHEET METAL SCREWS (PROVIDE 2 -MIN. SHEET METAL SCREWS AT THE TOP OF THE CLIP) TYP. WO HOLE, WITH (OTHER ANCHOR FROM I - CLIP ANCHOR DIMENSIONS SCHEDULE, TYP. SIMILAR) 1'1 1" CLIP ISOMETRIC DETAIL a J N.T.S. MECHANICAL UNIT BY OTHERS. ALUMINUM . HOUSING UNITS SHALL BE 6063-T6 MIN. ••• ALUMINUM SHEET WITH Ftyv30 KSI, 0.125° MIN. . THICKNESS, STEEL HOUSING UNITS SHALL BE ' 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t-0.0299-). sZ Cl sg 0.068" THICK ASTM - A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE - PERMITTED, TYP. WO HOLE, WITH (OTHER ANCHOR FROM I - CLIP ANCHOR DIMENSIONS SCHEDULE, TYP. SIMILAR) 1'1 1" CLIP ISOMETRIC DETAIL a J N.T.S. . . ISOMETRIC ••• 0.125" . Cl 0.113' THICK ASTM�I sTEEI, TYP. TYP. .... m . o (3)-p11 SAE GRADE S SHEET METAL SCREWS AT TOP OF SLOT, TYP. / ,(� 3% HOLES, NOT TO 'xUJ( BE USED FOR ANCHORS, TVP. 0.75• • •Ope : • • o : : : : : ..... • .•• . FACTORY -MILLED !14'0 HOLES; \ 'ASO,.- r r• UTILIZE ANCHORS FROM 2' y.' l CLIP ANCHOR SCHEDULE, TYP. • '• • • • 000 • • 8.58'2" LLIA JOOMENRYC JYE14IC N.T- • • • • • • 4SOMEPRIC ... . . . . ••• . . .... ...... . (3)-812 SAE GRADE 5 SHEET METAL SCREWS THROUGH CLIP" TO MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES MIN, PAST THREAD PLANE FOR EACH SMS, TYP. PER ANCHOR SCHEDULE t_/' SUBSTRATE PER ANCHOR / I/.........::'-.........<'_........_c:.r.......) SCHEDULE (VARIES) 1" TIE -DOWN CLIP ANCHOR DETAIL 4 3" - 1'-O' DETAIL CLIP 15 DESIGNED FOR FULL CONTACT' WITH THE BASE OF EACH t-fECHATH UN17,'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. (tm0.0299"). 0.113' THICK ASTM - A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. (3)-812 SAE GRADE 5 SHEET METAL SCREWS THROUGH CLIP TO MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES MIN, PAST THREAD PLANE FOR EACH SMS, TYP. (2) ANCHORS PER ANCHOR SCHEDULE ' i f SUBSTRATE PER ANCHOR SCHEDULE (VARIES) 2" TIE -DOWN CLIP a ANCHOR DETAIL DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, 7YP. 1Ql 11 -BMP -0001 0