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MC-15-1817 f Inspection Worksheet v Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239500 Permit Number: MC-7-15-1817 Scheduled Inspection Date: August 26, 2015 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: MARTINEZ-ARIZALA,ALBERTO Work Classification: A/C Replacement Job Address: 1238 NE 96 Street Miami Shores, FL Phone Number (305)751-3853 Parcel Number 1132060143920 Project: <NONE> Contractor: SOLAR BEAR SERVICES Phone: (305)863-1830 Building Department Comments EXACT A/C CHANGE OUT(2 SYSTEMS) Infraction Passed Comments INSPECTOR COMMENTS False -17 Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 25, 2015 For Inspections please call: (305)762-4949 Page 20 of 48 �sNO1 S L,� Miami Shores Village PB f ryjl :Mee anitval-Res 10050 N.E.2nd Avenue NE W01kClBSsrf�C lot1 nt" Miami Shores,FL 33138-0000 �# Phone: (305)795-2204 Po D issoRilD ui~biw7/ fi/ Expiration: 01/25/2016 Project Address Parcel Number Applicant 1238 NE 96 Street 1132060143920 ALBERTO MARTIN EZ-ARIZALA Miami Shores, FL Block: Lot: Wallowsm Owner Information Address Phone Cell ALBERTO MARTIN EZ-ARIZALA 1238 NE 96 ST (305)751-3853 MIAMI SHORES FL 33138-2554 Contractor(s) Phone Cell Phone Valuation: $ 17,596.00 SOLAR BEAR SERVICES (305)863-1830 Total Sq Feet: 0 i Tons:5 Available Inspections: Additional Info:EXACT A/C CHANGE OUT(2 SYSTEMS) Inspection Type: Classification:Residential Final Approved: In Review Review Mechanical Comments: Date Approved:: In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 Invoice# MC-7-15-56407 DBPR Fee $8.24 07/29/2015 Check#: 13574 $622.14 $50.00 DCA Fee $9.24 Education Surcharge $3.60 07/21/2015 Check#: 13501 $50.00 $0.00 Permit Fee $615.86 Scanning Fee $9.00 Technology Fee $14.40 Total: $672.14 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 A ID certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio and i thermore, I authorize the above-named contractor to do the work stated. July 29, 2015 Aut Si u :Owner / Applicant / Contractor / Agent Date Building D p rtment Copy July 29, 2015 1 Miami Shores Village ,1UL 2 2015 Building Department _ _ i 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 '= =-- - �- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC201Q4 � BUILDING Master Permit No. M('—', J LB I) PERMIT APPLICATION Sub Permit No. F-]BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP � ' CONTRACTOR DRAWINGS NEJOB ADDRESS: I�_`J I V E q V ST f?)F—F— I City: Miami Shores 2(� County: Miami Dade Zip: 3`U' 1 CJ folio/Parcel#:I I- 320b _Q I U -,; (J2.0 Is the Building Historically Designated:Yes NO Occupancy Type:Sir(j) Load: Construction Type: Flood Zone: BFE: FFE: �- OWNER: Name(Fee Simple Titleholder): AI_yC 1'1 (® My'41'1 1.ZNC-Z Phone#: 806 1 Uo ( - 131 Address: 2_38 nE 9k 5TrLEP- fy,,_ �, a City: M-r-1 MT S1-.(OO-ES State: F- r Zip:.-L I (� Tenant/Lessee Name: Phone#: Email: —11M Q Qry� CONTRACTOR:Company Name:IL.6 i r�- � Iqa- Phone#: ("3(Y)1 8631 183D Address: 101'L5 OW, I 16 W14\I 8TE 1 O ��,,11,, E)' T- J City: I�It r LE I State: I Zip: Vn 6 Qualifier Name: Mme. ( J/ %/I=T t_ c�� Phone#: State Certification or Registration#: Q 1 I 113LA Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: n City: State: Zip: Value of Work for this Permit:$ I`I �`7� • Square/Linear Foo ge of Work: Type of Work: ❑ Addition ❑ Alteration F-1NewRepair/Replace ❑ Demolition Description of Work: eX r–)( 1-1 O'N01 _ �Y'�—f 1 2 A\J15TA5A o Iy Specify color of colo��r``thru tile: Submittal Fee$1E d • W Permit Fee$ m CCF$ CO/CC$ Scanning Fee$ 9. 1 Joh_Radon Fee$ 2-L-1DBPR$ Notary$ Technology Fee$ IH -� �tJ Training/Education Fee$ 6 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 62-2 . (Revised02/24/2014) r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 1r y �.[.. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Ir day of k 1 V 20 1 6 by �'�day of ( 1(�04 20 t5 by o1 � ho is personally known to �� _"LL who i ersonally known t me or who has produced DL as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: 1ox, Sig n: /P - iCN1!I&MPn=;N;IIJ Print: Print: tip..... •B., _ _ ;a° ��: =s EXPIRES: Sept. 15, 2018 Seal: _ COMMISSION#FF142531 Seal: .;.. .•oma: EXPIRES: Sept. 15, 2018 ..... www.AARONNOTARY.COM s•. ate; www.AARONNOTARY.COM *�`* *********err•sir**rs*****�**************�*�****r*��***r*** APPROVED BY 1/ P ns Examiner Zoning Structural Review Clerk (Revised02/24/2014) `&1a INVOICE Elite HVAC dba Solar Bear Sery 10125 NW 116 Way Suite 10r Bear 0000042279 _ Medley FL 33178 �- Ce3ljii� E Heat1,7O r Air=Oue)1ty Phone:305-863-1830 0038475 www.solarbearfl.com �r 7(1712015 Alberto Martinez Alberto Martinez 1238 Ne 96 St 1238 Ne 96 St Miami FL 33138 Miami FL 33138 305-807-7322 COD CENTA 1.00 Furnish and Install Climate Comfort System 17,596.00 17,596.00 1.00 REMOVE Environmentally responsible removal of existing refrigerant plus remove and haul existing system 1.00 XC20-024-230 LENNOX XC20-024-230 2 TON CONDENSER 1.00 CBX32MV-024/ LENNOX CBX32MV-024/30-230 2 -2.5 TON A/H VARIABLE SPEED JUL 2015 3.00 TSTATICM LENNOX (COMFORT WI-FI THERMOSTAT i 10 Years Parts, Compressor and Coil Warranty Included 1 Year Labor Warranty Included 1 Year Proactive Maintenance Included 1.00 Includes all applicable permits ..., ��• 1.00 XC20-036-230 LENNOX XC20-036-230 3 TON CONDENSER "' • 1.00 CBX32MV-036 LENNOX CBX32MV-036-230 3 TON A/H VARIABLE SPEED .... . .. ..... •wwww• • • • • •wwww • • •wwww• •www•• • • w • • • a •wwww• wwwww• 0 000 • • • •wwww• TOTAL $17,596.00 All material is guaranteed to be as specified.All work to be completed in a professional manner according to standard practices.Any alteration or deviation from above strikes,accidents or delays beyond our control. Owner/owners to carry all necessary insurance. Our workers are covered by Workmans Compensation Insurance. specifications involving extra cost will be executed only upon written orders,and will become an extra charge over and above the estimate.All agreements contingent up The above prices, specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the work as specified. Payment will be made as outlined above.Any payment not made as specified shall be subject to 18%annual interest plus billing charges,court cost and attorney fees. Price subject to change if not accepted within 15 days. f Customer Signature I y JUL. 2 2015 � -� ,5t►oxEs y ) Miami Shores Village 10050 N.E..2 Department Avenue Miami Shores, Florida 33138 T-IOCOPY,e Tel:(305)795.2204 F�oFax:(305)756.8972 AIR CONDITIONING REPLACEMENT DATA l PERMIT NUMBER: MC S - l 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): 1238 NE 96 STREET City: Miami Shores Village County: Miami Dade Zip Code: 33138 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❑ NOW ARHI Sheet Attached:YES ❑0 NO ❑ Contract Attached:YES ❑0 UNIT BEING REPLACED DATA NEW UNIT RHEEM MANUFACTURER LENNOX REND1610BKS AHU or PKG. UNIT MODEL# CBX32MV-024/30 RALB-024JAZ COND. UNIT MODEL# XC20-024 5 KW HEAT • • 5 .••. ••.... 2 NOM TONS " *2 ••• • •• • AHU Cu PKG 1)M.C.A AHU • •• PKG " '••••• AHU CU PKG 2)M.O.P AHU CU PKG ' AHU CU PKG 3)VOLTS AHU ' CLj • PKG• • • �••�• PKG UNIT / / PKG UKIJ•••/• /. • •��•�• EER/SEER •• .1t4 / 20 . .....• YES NO REPLACING DUCTS YES "••N •• • YES NO REPLACING THERMOSTAT YES Nb ;• ' •••••• YES NO NEW 4"CONCRETE SLAB YES • 0740 • ' ' YES NO NEW ROOF STAND YES NO • • YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): #8 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 25/35 3. Voltage of Circuit(208/240/480): 230 4. Size Disconnecting Means: ----- Contractor's Company Name: SOLAR BEAR Phone: 305-863-1830 EXT. 5 State Certificate or Re istration No.CAC1817134 Certificate of Competency No. Signature r.M�� Date: 7/20/2015 (Qualifier's signature) (Revised02/24/2014) ® This combination qualifies for a Federal Energy CERTIFIED Efficiency Tax Credit when placed in service www.ahridirectory.org between Feb 17,2009 and Dec 31,2014. Certificate of Product Ratings AHRI Certified Reference Number: 8085686 Date: 7/20/2015 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: XC20-024-230A** Indoor Unit Model Number: CBX32MV-024/030*+TDR Manufacturer: LENNOX INDUSTRIES, INC. Trade/Brand name: ELITE Region: Region Note: Central air conditioners manufactured prior to January 1,2015, are eligible to be installed in all regions until June 30, 2016. Beginning July 1, 2016, central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement. Series name: XC20 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 testi _�%ling Capacity(Btuh): 24000 EER Rating (Cooling): 14.00 ••• •• • SEER Rating (Cooling): 20.00 ••• • IEER Rating (Cooling): •••0•• :00 *000 000 • ... 00 .. . 000 000 ...... . .00 .. Go* . 0 FootNote 11 -The AHRI 210/240 certified EER ratings are calculated under the same methodology as the EER ratings at T1 conditions 67 ISO 5151:2010 and ISO 13253:2011. Ratings followed by an asterisk(*)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.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 a U" 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, BMW 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.: 130819024365224072 ,gHORES y� Miami Shores Village << Building Department ,,,,,ern 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 ��ORIDp' Fax:(305)756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change-out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address(where the work is being done): 1238 NE 96 STREET City: Miami Shores Village County: Miami Dade Zip Code: 33138 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❑ NOW ARHI Sheet Attached:YES ❑■ NO ❑ Contract Attached:YES ■❑ UNIT BEING REPLACED DATA NEW UNIT RHEEM MANUFACTURER LENNOX REND211013KS AHU or PKG. UNIT MODEL# CBX32MV-036 RALB-036JAZ COND. UNIT MODEL# XC20-036 .... 5 KW HEAT ' ' •••• •••••• • 2 NOM TONS •� 3 "'. ; '• AHU CU PKG 1) M.C.A AHU CU• PKG AHU CU PKG 2)M.O.P AHU PKG �••••: AHU Cu PKG 3)VOLTS AHU •CW..• PKG ; •••• ��••• PKG UNIT / / PKG UN-Te*�* /. . ..:..• --- EER/SEER •• 6I9 / 20 • ...... YES NO REPLACING DUCTS YES :'-:110 • ...... YES NO REPLACING THERMOSTAT YES N ...•.. YES NO NEW 4"CONCRETE SLAB YES • •N® :•.•.: YES NO NEW ROOF STAND YES NO • • • YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): #6 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 35/45 3. Voltage of Circuit(208/240/480): 230 4. Size Disconnecting Means: ----- Contractor's Company Name. SOLAR BEAR Phone: 305-863-1830 EXT. 5 State Certificate or Registration No.CAC1817134 Certificate of Competency No. Signature Date: 7/20/2015 (Qualifiers signature) (Revised02/24/2014) 6ViSTQA 2 AS This combination qualifies for a Federal Energy CERTIFIEDO Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2014. Certificate of Product Ratings AHRI Certified Reference Number: 8100085 Date: 7/20/2015 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: XC20-036-230A** Indoor Unit Model Number: CBX32MV-036*+TDR Manufacturer: LENNOX INDUSTRIES, INC. Trade/Brand name: ELITE Region: Region Note: Central air conditioners manufactured prior to January 1,2015, are eligible to be installed in all regions until June 30, 2016. Beginning July 1, 2016, central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement. Series name: XC20 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 testieNling Capacity(Btuh): 34400 EER Rating (Cooling): 13.00 ••• • SEER Rating (Cooling): 20.00 •• • oof IEER Rating (Cooling): •••••• • :so :*a:*: . . FootNote 11 -The AHRI 210/240 certified EER ratings are calculated under the same methodology as the EER ratings at T1 conditions of ISO 5151:2010 and ISO 13253:2011. Ratings followed by an asterisk(`)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.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, ARM 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.: 130819024555548952 13MF International' 2010 Florida Building Code State Approved, FL 14239- RI c7QUIPMENT TIE n ftuVN5 T D� 4 I V 4 Tie Down Clip, G av1 P o vv de I, �11;1'T D 0;1- iv Ll �7 L x 6" T i e- D o vvin C I��p; P d' r C o I E P-,g T L-�0 2P v 8 ' 7= F)0 n t-j�p, 'q L C3,0 B �- C�L -r 4-� G-- v/Po w d e r C o tly .4 " L ... T D 0-4 S S I 7e Dov.v�n 'Hp, Stdafink---ss Stee�, 4Z��g :::**: ��: • 40 TD06SS X. 6" T i e Down Clip, Stainless Speel, '�78-,*I-C7 — �TD042L 27/v\ 4" Tie Down Clip, Galv/Powder Coa 0*0 TD062L 2 x 6" Tie Down Clip, Gaalv/Powder Co" O** *00�:OA/B� 9. 0 000000 LTD 0 6 2 I2" x 6" Fat Cat Clip, Galvanized, 4/BC-2a 000 a 0 & BMP International, Inc., 4710 28th St N, St. Petersburg, FL 33714 - 727-453-0544 Note: This file contains approval information from www.floridabuilding.org for BMP tie down clips. Information required by building departments will vary, from listing the approval number, FL14239-R1, on your permit application to submitting copies of the drawings. Consult with the individual building departments for their requirements. This file can be downloaded in PDF format for use. Drawings 1-4 contain the installation instructions. Florida Building Code Online Pan 1 of • _ BC[S Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff' BCIS Site Map Links Search Busiines's n Pro ession-al I! '�','usel::PublicAPprroval 4::,,,_,:;:;1.__..L>APPli ca ti on Detail FL t F1-14239-R2 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N St. Petersburg, FL 33714 (727)458-0544 benmenoSCgivahoc corn Authorized Sionature kianbin Meng b=_nmang8nyahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative 9000 Address/Phone/Emall • • • • •••• •••••• • • • Category Structural Components •••••• •• •••••• • Subcategory Anchors •••••• • • • Compliance Method Evaluation Report from a Florida Registerec!"": tactor a Lij*s%•• ••••• Florida Professional Engineer • • ••••• • • ••••• Evaluation Report-Hardcopy Received"' • • •••••• •• •• • •••••• Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. �••:•� • • • the Evaluation Report • • • • ••••i• Florida License PE-0046549 • • • • • Quality Assurance Entity National Accreditation&Management Institute• • • 000 • • • • • Quality Assurance Contract Expiration Date 12/31/2015 •• • Validated By Ryan J. King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL142' R? COT C„I.udr Referenced Standard and Year(of Standard) Standard Year ASTM D1761-06 2006 ASTM D1761-86 2000 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1a239 R2R2 Equiv Enuiv�dfEnuiv�df Sections from the Code I Florida Building Cone Online Page % of Product Approval Method Method 1 Option D Date Submitted 02/21/2013 Date Validated 02/22/2013 Date Pending FBC Approval 02/27/2013 Date Approved 04/09/2013 Date Revised 04/23/2015 Summary of Products FL# Model,Number or Name Description 14239,1 Slotted Steel Tie-Down Clips, 1" Steel Tie-Down Clip System(For Use with Mechanical Units and 2"Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ:Yes P.2 li C'v!':)'fi Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:This design provides allowable capacities for the %U, ,2 F'.2 A= E ial ndf system,The required site-specific design pressure(demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. • • • • •••• •••••• •••••• •• •••••• • •••• • •• ••••• •••••• • • ••••• •• •• • •••••• • • • • • •••••• I I I I I I ti Yom— E� --;Ir'�,JEE.H � Product Eva�uadon Repast February 21,2013 Application Number: FL#14239.1 FLB Project Number: 11-BIAP-0001-01 Product Manufacturer: BMP International Manufacturer Address 4710 28th Street North St. Petersburg, FL 33714 Drcduct dame' Clotted Stee! Tin_rh�,nm Clips 1" a,n^I 2 fi,2delc Product Description: Steel Tie-Down Clip System (For Use with Mechanical Units at Roof or Grade) �'�-�� iN �elc•rEJo6L1�f. This Product Evaluation Report is being issued in accordance with the requirements of the lorida Department of Community Affairs (Florida BUliding COlnnnnisslon) Rule Chapter 9N-3.005, F.A.0-, 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 Fast equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida building Code modifications or revisions. •••••• . . .... ...... • a PRODUCT EVALUATION DOCUMENTS .... . .. ..... FLB drawing#11-BMP-0001-01 titled "Mechanical Unit Steel Tie-Down Clip Capacities:At�;rade and• ••;••' Roof-Top Mounted Applications", sheets 1-4, prepared by Engineering Express, signed 4•st �-ti by Fr:nR••• •••••• L. Bennardo, P,E. is an integral part of this Evaluation Repo[4 . ••�•�• � •• • TEST REPORTS •••••• Ultimate test loading structural performance has been tested in accordance with ASTM [Nuel-88 test•• •� ��•••� standards per test report(s)#TEL 01970387A and#TEL 01970387B by Testing Evaluation Laboratories,**" • Inc. • STRUCTURAL ENGINEERING CALCULATIONS [PED046549 gineer's Seal Vq�id.for•�1 Structural engineering calculations have been prepared whichLevaluate the product based on comparative and/or rational � ;L6Eanalysis to qualify the following design criteria: dul,�1. Maximum Allowable Unit Wind Pressures _2. Minimum Allowable Unit Width nnardo 46113. Maximum Allowable Unit Height 4. Minimum Unit Weight 5. Maximum Allowable Unit Surface Area 6. Clip Configuration and Anchor SpacingX L1J.P• 7. Anchor Capacity for Various Substrates %, 0/VAL EAG I 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.CCM �-� ENGINEERING E� PFESS' February 21, 201; 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. lmpaC5 RaslCtan'CE. Not applicable to this product. lWirrd Load Reslstaetce Thic nrnHiinF hnc he=n H—innorl to rociC',•"'d L.-..1.. .. cL_ J_.;-- L-J..� r----- ��.. I ur'�i i vasa as n iu QLcu iii a is uw�LJi i aCi lcU Wc(. )un the r F0dUC1 Evaluation Document(i.e, engineering drawing). ett��alrc�t.rie The product listed above shall be installed in strict compliance with the Product=valuation Document(i.. engineering drawing), along with all components noted inerem. The product components shall be of the material specified in the Product Evaluation Document(i.e. engineering drawing). •••• • • too **of Yons of •••••• •• •••••• Use of this product shall be in strict accordance with the Product Evaluation Document(i sneering • drawing) as noted herein. ` toffee •••• .• • All supporting host structures shall be designed to resist all superimposed loads and shallttoO'a mat&ial••• 66:6& listed in this product's respective anchor schedule. Host structure conditions which are rOrteQunted a,,:• •••••• in this product's respective anchor schedule shall be designed for on a site-specific basis 1py ategistered ••••;• professional engineer. •••• • • • All components which are permanently installed shall be protected against corrosion, coniamN tion, ark ,•.s•• other such damage at all times. • • • ...;.• This product has been designed for use within the High Velocity Hurricane Zone (HVHZ). •••• 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM B E-DOWN CLIP 1A1_ IAP MECHANICAL UNIT STEEL TI CAPACITILS AT GRADE I OP MOUNTED APPLICATIONS iw PER SEPARATE S GE 111115 OF TIED VII A to OUTSIDE THE HIGIO TH bIECHAN CAL UNIT MUST BE 'to 13;/3%RICREASE III ALLOWABLE STRESS HAS BEER USED IN THE DESIGN OF THIS a; SVST SQUARE OR RECTA LAR, El NO IRREGULAR SHARES. I(ENTER OF 1. DESIGH ISXBASED-311 CLIeNT PnoVI I ET 'D� wul t ED E z 'G ER011 LABORATORIES, "C-110 9LiBMFfVTIOfIS 111.__WRITTEN APPROVAL !/I GRAVITY HEOLILE FOR RESSURE,T :Apft"�"PES 10 QUALIFY CAPACITY OF CLIPS AS LISTED IIERIIR -D FOR EQ 7E AIID STEEL I it Duyvil CLIPS. IHSH5'1P`50�ET" IAL SEE DE1 AIL 11,1 e-2/,l 114 ACCORDAHCE V11TH THE GOVERT RED By OTHERS OPP A 51TE-SPECIFIC BASIS III (CLEAR SPACE,lot 151EE R . IWO!. 3'MAX E1111RED TO HE OR GREATE But m TO 319? it RS RIPARD,CAIJeO1 S:EEL ONLY, ST THE 10 PREVENT ELECTROLYSIS,ERS SHALL E E T"`�DTORWN SCHEDULES 1,1 It /,LL STEEL CLI S 511ALL BE ASTH A283 ST RCRRI NOTE:WOOD 4! EEL BE USED FOR PLL STEEL I IE1, ERS SHALL z I Ili I PIC SECH IT ED ROOF 70P APPLICATIONS PER FBC 1522. 0 H' BE7 R 3'NA 20.G90- rC20N IN ACCORDATICE%VI7H THE A COASTAL HISFALLAI I TOTAL CLIPS MAY BE US E AT EACH CORNER(ONE EACH ON 10. ALL IYGOD o SHSIRENGTU or jig JR,1111C 10 SI PALL I PAVE FACES ARE ALL BE PRESSURE'PSI 0 OPPOSING CORNER ,3?FROM Co I ISEnS UNLESS it IEDOIHERIVISE. p t� (8)CLIPS PER UNIT FOR THIS OR FIC GnA G TREATED SOLITHERII YELP-OW rPRE EXCEED 3"MAX OFFSET FROM END X' IIPE� El ERS is I 1HON).EACH P SHALL NOT or]LIZE(1)CLIP- 11 0 FOR ROUT APPLICATIO145 PER IBC DETAILED HEREIN.DO NOT SPACE Co N H 3;IIIAX OFFSET C V OF MEC"A [CAL UNIT AS AS SHOWN WIT TMA TH NCRETE AN HORS CLOSER FRO"'N.OF 11 THE" ALLOWED SPACING LISTED I A CA SCHEDULES.SEE SHEETS 26,31 F T:�L LYSIS,I.E-ALUIII HL NFORMATION. OR MORE MECHANICAL UNIT 12 CLECT"ICAL GROURR,,t,IIEP`,P`,RE`Q U PEP F.B.C.20PI31,11.4 131 BE DESIG LIN I LIMED,TO OWN ISOMETRIC ALL BE VERIFIED By THE�0,1,pJC;ST,`E`,CTU""10 WITHSTAND SUIEIIII IPOSEV LOADS III HE SP BIG HEPU.C,AI1,D IPOIS 10,PROVIDE IIIFORMATof GR1ECft OR REGISTERED AnCIJHI,�rHIE OR US It e TIE—DOWN CLIP DIRECTIVE EXAMPLE SPECI ICUUCUHERrSF IRA ALL REST is A �ENSIONRESTRICT3011SLI�TEDHE�EIN E-P�P`2ubtfu TO UETERMINE THE MAXIIPLIM ALLOWABLE WIND PRESSURE FOR ANY GIVtlI HECPJANICAI.HIRT TIIAJ cotiromis ToHirAFTER rA 1, R S TER L UNIT L or Illy L BE 9!TALL X AL.111, THE FOLLOWING CRITERIA IDE,150 LB WEIGHT AS VERIAFTIEIR By OTHERS,INSTALLED To 3112 KSI MIRP-CONCRETE AT GRADE AS 1PE-11.By OTHERS. LOCATE THE AT GRADE DIGN PRESSURE EXAMPCE_ _PCI: it CORNER OF IT IE HECIMNICAI UNIT T I i, Q ftmINS EU 10 CONCRffI ° ° 'I"STEEL CLIP TIE-DOWN SCHEDULE: AT GRADE= INSTALLATIONS: - _ ,�e ,'l..�c.'e --- - _ IIA%IHBIIs1InFnCE -_ I [LIP AT EACII CORNER TprAl Ofl CUrSffRUlllT IInRlflurl ALlD1YnOLF InTEnnt )OIIps1 WIIIUI'nC35UUELlICIIOII61RUC1UnF1- - - - mlrt IAnGESi fI.If S IIEIGIIT UInT v)ID111 --/-__ 11 CLIfS AT EACII COnnER(I OInI.01Yl1.l l'31'kl!Inll -"- --_--- -rr,,^1�II[II)�I�/(�r(-',`•:1 ArCONTO COIICREIE SIIEET IIETAL s[nEv/ s11FfT IIETMSCnEv W lO ----- 111 CI IPS AI EACII VIDEI I (' CI51_fR UnR)It- -- (�. - �/ nLU411rIUN TO Sl T.PCOII10C111CAre m- I nls O r0 p IIEfIIr - iI L f/t�i� E1nl v I S�EFrH$1 EELCR ElF Ir[SIF-ET nEinL E ITS 5 '1"IIAY, -1"11111 i]PSf Oi]r5f --_.1)rSf pl>r5f11 •TUI nIi Uf In 1. D n-n SrLUUI;NI� v 10ff Fl ]R3 3^HA% Es"Inn - Ffx al_sr ]a PSr PIP PSIfp IS, SO I]rsr 4 OryFr- 6 Fl3 6O PSF T 60 rsf 60 rsf ]D rsf iI Sf r`•) 5 - ' /CANT / Iff'�� ...i x1"IIIN 40 f5f E11ISf IOrrSr )rSF ]FlJ u^nnz 1O rsr 1a rsr .D rsf I '1 _ lu Isr a r[r ---- 'sF In rsF r[f ��I P. a arx ]D rsr -- 10 rsF )s rsr 1 Ts I'sr .. .- )-I-r --_ ._ - el r5F 013 PSI e _ _ _4 v / )U r5F ' ]0 r5F 56 rsr 36 r[F ' -._1)S r,i _ SI rsr 1 rsr - _lex rsf____ II •�I9G 16 rt2 , ]O ISf _ _ IS 1'ir. _ s:.1•::f If {I rsr _-- _ 5_r5r '1 .N' •i��-? \ SS Fli 29 PSf IS, 1]'S' //l)fsf 1]^sf 1s f5___ - _1)n;;r _-- ]D rSf 1E 1•Sf ,RI[f LLl�r' /. �' ss sr s sr - - - - >nrsr •r JprsF W W V io Fi1 D «N, L1_ 7_11 '' y: : -_ i i'F iF �i -=]rsF _ )' sf )>fsF -_ - ---]s-_- __ _)9�sF-(- )]r5F JO-,',Fr 16 PSI LL 1(1 1 IU R �..;�, ' ..i i i.;,, � - r I_1F _ _ s� JJ i'ir- L9[I_ `E u3 o z 8 1. TIE-O R(j CUPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH I3)-e 12 SAE GRADE 5 SIIEET FIETAL SMEW5 OR(2)- %'0 SAE Gnn UE 5 5111EETF111AAL SCPEIVS.MOTE!1`0 II:I A>CLII.5 UTILIZE(51•u 12F 3)rsf .6 r �'/ i 10 Y 5115 AI ILAL HO 5115). \ ,.1 r�oD 2 i e 2. MECHANIUL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: W 11' W 2 0 2.1. ALUMINUM HOU5ING UNITS SHALL BE 6D63-T6 VIII.ALUMINUM SHEET W ITH Fty_JO KSI,0.125"M114.TI IICKIIESS, LU 2.2. STEEL HOUSING UNITS SMALL BE 331(St NIH.STEEL,GRADE 33,2ZGA MIN.(t=0,0299'). Fj 3. MAXI I IUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL.SUBSTRATE 14AY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF TIIE I"Cllr. W 1, A MAXIMUM ALLOWABLE VALUE OF 200 PSI HAS BEEN UTILIZED;FOR HIGHER,DEI 1AHD CAPACITIES CONTACT TI IIS ENGIIIE-FUR 511E-5PFf_IIl('frlG 11'11:C....... LU E ANCHOR SCHEDULE: IS SUBSTRATE Ar+umR CONCRETE: (I)-%'O CARBON STEEL MW BUILUEX 1APCOl1,1',/4-rULL EIIBCD TO CONCRETE,i 3j"11111. (1"THIO(IIIN.J192KSI IIIN.) EDGE DISTANCE,3'MIN.SPACING TO ANY AD)ACENT AIICIIOR. nNCIIUn SCIII:UVLE IIUI E5: �) `+ ALIJMIIIUII: FAST 11 SAE GRADE S SIIEET METAL SCREW TO ALUMINUM,PRDVIUE IS)PINCHES 1.111+. I' CIIOC D..EIIT AHO ELLE DI STAHCE E::CLUDES"111SHE5,IF AVILl(:ABLE. l- a (0.125•FIIII.TIIIEI(,6061-T6 MIN.ALUIIINUN) PAST THM1EAD PLANE FOR SIIEET METAL SCREIV. Z. EIJ SURE II II IIMIII I EDGE D15TAI ICE AS 1+0TEU IH AIICI TOR SCI ICDIILE, 4-1 STEEL: (1)-f 1.1 SAE GRADE 5 SHEET METAL SCREW TO STEEL,PROVIDE(5)PINCIiES MIN.PAST U V (0.125"MIII.UILLI(,33 1(51 MIN.S1 ECL) THREAD PLANE FOR SHEET rIETAL SCREW. 1 MULE LEGEINJ: ~f i SEALED WODD: (1)-f 19 SAE GRADE 5 WOOD SCREW TO 1V000 MEFIBER,PROVIDE 1!,'IIIN.THREAD ( -� 'DEIIUI CS EY.nllflC VALUE FDI:U iE V/1111 COVER PnGE DIRCCfIVF. O V (SOUTHERN YELLOW PINE,G=0.55 OR BETTER) PENETRATION,1•FIIN.EDGE OIS TANCE,1•MIN.ENO DISTANCE F - -HEIIDIE5 UnLUEG NOI 6I1'ROVEII IDI!USE c) -SEE ALTr:R(IAIE(.LII'CCIAIL 5/4 Lill EUICCI4 I-CG�r > 2"STEEL CLIP TIE-DOWN SCHEDULE: AT GRADE INSTALLATIONS: IlA]IrlUli sUriACE TIM%IIIUII ALLOW ROLE LATERAL Vr IIID rnE[SURE IANLIIDR TO HOST 5I RUCIVRM_ I a t1 «a AREA Or FACE' Vlrlr fl CLIP Ai EACIICMIIER IOTAl Of 1CUP5 fEA ulll=7'10'0S IPS AL E/.CN CIIRII(n llUlnl OIB Ills l'ER UI11t1 O InRGEn FACE IIEI4NT UIIIT Y/10111 x - 01 CllPS AI EACIISIUF t(IIAI Uf efUP5 PEI1 Ulllf H-- G TAPCOII TO COIICRETE SIIEET II VAL SCREIV SIIEETIIEi FL SC-1C151IEET IIErnL SCIIE':/ MEET NEinI CCr EIv - ----- 10AL IIIIAIII TO ST EL10 TAPCOIIl0CDIICIIFIE I'•OOn[(I•.Ev/10 TnrCull 10 SIIEET IIETAL 6Fl2 11"IIA% I3"11111 i]PSF FILlCnEIES /)3"NAEIS"11111 ]1PSF )]PSE el f3f_- 111 rsf-- - LUIII:IUII f SCnEIV TOSTEEL Onp (� S ` 53 Psf S]1•SF 531'SF 60 PSF li 1 f[f -- " 6 rlx ]o Psf -__.1v rsf 1v P5F '-_ 1.I i o)r51_- -- _ o af;L m11� nn rsf tui r,f /. 1/ i;15Lii'/i6 frI-3 .u•Bnf. a1-11111 co rsf ']E rsf ]p rsr so ry uo rsr __ _ )uu l•sr - --auo rsr �=ron r.F 1G�n rsr a3 rsr -- 10 r5F 63 bf xp015F •O - - 45 rsf 65 rsf _ _ __ .5 IPE rsr _ro 1 rsf D rsF '"iuii 1- u rsF 1]rsf sc rsr '1�_r - _ ____iii rsr- 51 Is Ela fsf lix lsr � Ell is rsr ?rsrJew-?rsF - Inrsr 4 rsf S ____J6 r5F nrsr ___. __ '-rsf 1E rSFiSv - __- _ _ AI PSF1.rSF ]9 rsf ]E rsf ,], 'Sf 1i PSf 1i r5f-- )I 1' l3 __ 11 rsf )1 Psf 11 rsf 60'llnX i1 rSF SS rsf -- -- - - �1E"IIIN ' ' i i JS f51 ---15 rsf U41'S1 ___ - --_ ]41'Sf Sl PSr 1 3]rsr i >s rzr .er rsF _ V5,3f PSF n rsf __6f rsr 39 IS, ]>PSF nrsr.._.._ -- .i Sr _ -__ -- - - 44 r5 '9 rzf I 6f rsr 5.rof e rSF _..i_.rsr r.F l rsr a]rsr _ E i /a';;::. ,, _i u rsf __.. __ ._ 1, _- --11 ASF- Sx rsf 51 rsf @ u 1. TIE-GOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING"HIT WITH(3)-:12 SAE GRADE 5 SI IEET METAL SCIIEWS UR(a)-,),'O SAE Gn),UE 5 SHEET IJCTAL SCRE\YS'jI ,,e:1'UI'.UN4GE11 CLIPS UTI_ZC - r5F I -- ------SE v5F _ u I)r5f1J U 2. 11ECHANIUL HOUSING UNIT SI IAtI COFIFOMI TO THE FOI.IO'NING: yVpVp _ 2.1. ALUMINUM MUSING UNITS SIULL BE 6063-76 MIN,ALUI IINU14 5)IEET W IM'1 Fly=301(51,0.125'•IIIN.TI1ICI�NE55. 1 6 ' YyJC Vi 2-2. STEEL HOUSING UNITS SHALL BE 33KS1 MIN.STEEL,GRADE 33,22CA FAIN.(1=0.0299'). 3. A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED)FOR HIGHER DEFIAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SrECIrIC E1113INCTr 1111. LNCHORR SCHEDULE: •• ••• • • •• IS SUBSTRATECONCRETE: CARBI TEELI VID1pE% P tl,K rIIfJ,3192KSI MIN.) EDGE OISTANC`, MItN.�lCll"!O=0`NY�fJAC�CNI(INCIKIRC••tONCIIETE,2 _ ANCIIUIl SCIILUULCIJJIE>: nf.nALUIIINUII: 1. EIIOEUI.ICIIT AIIU EDGE DISTMHCE E);C'I.I'DF5 rINI CI IFSIF MrrLIJIBLE. 11-IJi"11]_VU01 (2)$14 SAE GRADE 5 SHEET I IEIAL SC/:EW TO ALUMINUM,PROVIDE(5)PINC"E5 1.111! PASTICI(,6061-T6 r11N.ALLAH INUIT) THREAD ttAHE FOR SIIEET METAL SCBEV4, 2. EIISURE I MIII IIUI.1 EDGE(157 AHCE AS FRITED 114 AIICI IDR SCI IEDULE. ASTEEL: (2)-I 11 SAEGRAVE 5 SIIEET IIETAL SCREW TO STEEL,PPOVIOE(5)PINCHES NIH.PAST IAU'LE LEGE IND; OE DFSCnE PT)ol1l TI1lCK,J]I<SI MIN.STEEL) THREAD PLANE FOR SIIEET IiETAISCREYI. OD,l-1/2'HNN TIfICKNE5: (2)-f 11 GRA U(N)SCR TU WOOD yETIBER,PRDVI•E icy'1•IJ.THREAD 'DE1107E5 5'nl-UES HDT ArrROVCD full VSELOW PINE,G.0.55 OR BETTER) PENETRRTIOA,l"M .EDGE OISIA CE,1"N .-END DISTAHCF• • • q VV. Y- +--' t Y SEE ALTEPFIATE Cl IP DFTnIL 5/4 IMP SIIEET•1 -_-�-J- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "STEEL CLIP TIE-DOWN SCHEDULE: ----- ROOF=POO -IONS P ML IVSf/ L_Al _ _ NA%IIiUM SUnFACE UIIR l C,II AT EACH COANEI)_TOInL OF+Cllr ICA UIR IiN1111UI1 nLlOWAOL[LnlE1Nl WINp rnES_n¢INICIIOn rn 11 TsT1LUC1 UI1E -- /1JIT:nnC•Inr l;;SrilL r•LI\Vn,''•-'- /I/��/•(�" AREA Or`I^IlS U"IT•//IDTH ( Z ClIVS AT EACH COnIIER TUiN of�-d C`IFc rER 1111111 ) UAGES CE IIEIGII! r _- nUIInIUO".ICOnE'afCRO TAFCOII TO CDNCnfTE 511EFT IIETnI SCM1EIY 1 sI IFET 11CfnL 5CREw T� __I1 f:L11i 1T E.1C11 SHOE lTOTA or O CLIfS rfn Ul l 111 nJ•S r�1•��1 TO ALUHnIUH T TAICOII iO COIICnfIE anEET NFlnl SCnE)I.E SCn[V/ 6(12 21"IIA% 1z"13111 ]O PSF OSTEf1 TO nLlnnn I O�If[L trCt111 TU CUnCIIfIF nI SCI _1-111 NEPAL a ]3"FIN{ is`Ilgl J. 30 rsr s-1 rsF s1 rsP� Ti A 1un1. I s nlY lu si[EL 1U �o�e�:c•, �.��rl n rtx a rsf al rsr IG �'//i rsr 10 PSF m rsr - -I-aq sr�j//��r / / i 61/.arcs _ v a rtz f 1n rsf .�/_//° .1 / � u rsr IF rsr r u)rsr - 'n�rr rSrI J 5. �[oul arta e..lU% 1a"HIR 2)2f )S rsr )S rsF r; sr __ D)rsr I3 rtx n rsr Z)rsr [nos .f s0 r.f ,al uann;,cE J' :LH'1(Q). e la 2 ,vac-,;, an rsF-- ss s- -I s rsr 51 IS, :m rn /•„ , _ ]) SF J11'SF - SrDrJ:Nr I rsr ])PSf Anol/nn.cn!041,1 C d' Li xe rsr -- _ 27 PSF - nncc('nnn E1Yun IAN ,(({yp[ '�(' u Fl: rsr xe rsf ---- ---- --zeT•sr --�-o I_sr ,)rsf - fl,,. .LIJ"n e LL •-/ / u.rsr- -_ O;nn 1111 or.;1E - \ rz JD rtx s0••nn% r1 / o rsf [l!J(Kp1 _. na" A% ///;:' •: „ Ja rsr ..�1.1g( - -- 20 r5fICOrf lOrfAIrII I '`I`�,L, •.rSF JJ rsr r p Psr eFrv,S.nCI'UICEllfn r,N/ W �+ Ja iR i✓ / :' , .,. ,., ,,., ,_ Jo rsr xa Psi -S ....-_ J]rsr anmrrnn'/cc 0; 1U a- € •,�;_ -v !/ xa rsr s:TErr.nn.tune on surra.. /SAEG ✓s:�;.i,:/i j;_' '1 1�r:.,'-f<,,,:/�///;"/: .;%, fn R•In1 N11-,nrsrcn sn,ll /-r-�L� > 7ui o 1. TIE-DOWN CLIPS SMALL BE FASTENED TO MECHAIrICAI HOUSING UNIT WITH(3)-812 SAE GRADE S SHEET IIETAI SCREWS OR(2)- Tn'O SAE GIIAUE 5 ///�' r•1•l�/eGnnnlA l[�'"`InA• L-)Il ¢ Q(� p SHEET METAL SCREWS.HIOTE POR LONGER.CLIPS UTILIZE(5)-a 12 SMS OR(n)-%•B SMSJ. 11 2. MECHANICAL MOUSING UNITS11Ar-L COHfOnMTOTHEFOLLOW111G: >nOUr„YCOr[Of!NIS 7�( t� 3 Z.1. AlEE IT.N HOUSING UNITS SMALL BE 6063-T6 HIH-ALUMINUM SHEET WITH Fty=30 PSI.0.125"MIN.T111C,NFS5, Z W 'Ian 3 V 2.2. STEEL USING VNI IS SHALL BE 33KSI MITI-SIEEL,GRADE 33,22GA IIIN.((.0.0299'). _ q 3. MAXIMUM ALLOWABLE'ALOE OF 000RES SFFOR EAEIINUTILIZED INDIVIDUAL S ORH IIA TE MAY BFo E EQUIVALENT DUE TO THE LI11N 111G G\rAClry OF 111E 1"CLIP. ADDITIONAL ALLOWABLI-UPLIFT:90 LBS/CLIPrr �� To E MAXIMUM ALLOWABLE VALVE OF 200 PSF 11A5 BEEN UTILIZED;POR MIGMen DEMAND GPACITIES CONTACT THIS ENGIIJEER FOR SITE-Srf-[IPTG .Y ENGINEERING. (NE511;1+IAOLE ACi0111IODATES MAX go n5 ADDITIONAL UPLIFT IH DI a OVCnT C0110HIATION VIHN UlL1R CAUSED B!I R'CLI AS .POP,LATERAL �,,'�' s ANCHOR SCHEDULE: ORCES SEC A5UE)-IR SEC1101421 FOR IiDREI1H ORHATION.) ALLOWABLE UPLJr T-rE 11 UIIIT IS P!\SED 011 .y sU BSTRATE ANCHOR iI IC"L; IOCR OF CLIPS UTILIZED%9n L0/GLIB CONCRETE: (11-y•0 URBOI(STEEL ITW BUILDER TAPCON,1�"rVLI EMBED TO COIJCpE TE,21J"PIIfI. 0"THICK MIN,3I ax KSI MIN.) EDGE DISTAIICE,3"NIII.Sp ACIIIG TO Al1Y ADJACENT AIICNOR. E:In1 IrLE'. •I CLIPS r:10 LA/CLIP -16AL0 V 5 ALU111NUM: (1)-I In SAE GMDE 5 SIIEEI 11ETAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES 1111E (.1QUIo EU Ulu,CfMAND 5"L,BE OCIERAIRVEU l VAI (0.125"MIN.T111CIt,6061461-11N.ALUIiIM1I1) PAST THREAD PLAFIE FOR SHEET METAL SCREW, Of1'.A SITE 5.^Fr/FIC DAS/S 01'LICEr15ED frvGINEE/: 1_1 STEEL: C I IIFG15)EIICO A'IC'IIITCCF;NOT INCLUDED Irl 11115 '7 (0.125"1111(.THICK,33 KSI MIN.STEEL (I)all"GRADE 5 SHEET METRA SCREW TO STEEL,PROVIDE(SJ PINCHES M1IIH.PnSi Cer TIfICA1)UII) - € ) THREAD FLAME FOR SHEET METAL SFREW, 1. EMISFDI'IENT AND EDGE DISTANCE EXCLUDES FINISH TES,IF APPLICABLE. LAKE IEGEIID: 2. ENSURE MINIMUM EDGE DISTA14CE A5 NOTED IN ANCHOR SCHEDULE. r=/ �' G O m�1 O a '/ -DEI II Iif::i VALUES NOT nPPROVCD TDR USE z .a p'� -SEC ALTT RIrAIC CLIP ULIAIL 5/•I C OFF SHEET 1 H F. W K I L 4 2" STEEL CLIP TIE-DOWN SCI�EDULE: ROOF-TOP IUIOUMtED INS PALER TIONS <t m r _ f �d1 IInXN1Ul1 SUnrnCf IIAAH lull AILOVIADLE LAY FML WINO PREsSUnE ------- _ "--'Tc'r ln'sr'I-L ROS IJ o y C ={ 4 � MfA Of UI1115 V1nT 1 C,IP ATE CORIIEM1 TOTAL Of ICUPa PER"". (nllCflOf TO 11p"SIROLTDIIE I OU IG COCES "I'll, CeJ sr(,S I^y L- lY O J IARGE51 FACE 11 EIGllt UIIfT\VID)N I1 ClIrS AI EnCn CpnNEr,iOt1l OF a RI s PEn VII I In a TAPCON TO CONCIUTE +THEFT METALS 11V SHEET 11FTnl S[IIF1y - _LLCLII'S ni CM1CII SIDf Olnl pF a(NI.S PE0.NHL(II -!rOn Imn>)1'nllfn I'llryl:E,- G O o TOA,nURUII TAPCOII TO LOnCnE SnEET IIETn,SCnrN' L-"--- T 6Fll TO SIEEL I II .Lc 1EVl T/r Ir nOOr//D:r(l I(n fl•C/ITrUG+I 12"IIA% 11'11111 10 nL111111W11 S'iEELII 1COn TO COnLnEIEI SNF.ET 11(TAL SCI'.!`•/ SIIEEI II[TAL n/IT DE rICU.v HO ON Cl/nes Z ±Fl2 10 Psf ^I rsr aI ISF SCM1E 2%••MAX Is-nm % ,r TD ntul.lurwl AILF A14UI+NMIWunbrta SIO rsf J 1)Pel IY 10 STElL OOVf IrIE AOOr Sl•nrACF.On Q _ rtE 61 PSF 11•SF AI ISF n ISf a )r5r _ T',.`,•i•"��,,//I��{..r,:../ IlJ PSF 12]r5f [rsr OIS PSF %�F%Y(•S �:i�:.%; IIIIEAF nt`C/n•G Mi[Nnls ` IF Psf --- 1n rsv ) ,__,;,':;;I ITT 10•IMAX I•'rte Y _ _ Oz rsf B,PS_- Vu rsr m0 rsr )a rsr J---- fSlfrm rSn[nrnfn1 Un'1 r,Ou W c 27 PSF SI FST -�0 Far lOS fcr I SIT I'SI -_ S_rs- PSf IS II Fl2 a1 PSF �11l.e T.f rsf - -p[�ulr:M/n wrfUnlS IS PSI ]0 PSF 4, r5- rLr :)PIP - )e rel` .._ nCCOI:UnvcF Irl rll"c[ 1. ]O PSF 1)e I'S1_ M ,n r .• 35 R3 1 6 rsr ]a Sf .-__ 20 PSI -_ S�PS' - 5S PST ._-- ?)rSF SO 151 --.-1A1-[r rl rLICEN[n l;"nn0/Onl rc J, _ - JDfT2 - 0-IIA F Iln% 3e rsf II ISF ] -- )I ' _ )1 rs_ r'--__ -iii raf_-___ PSf- nt N1n5.(� 6 S 1 I f S)rSf Sl raf_ ]]raf GS r,r nC[Df ln[nOC/InG -� -y} �-- J6M3 r ' - 4S 151 SIS/Nl�nr,•r CVfn on SUrrpnr n / EMM�� _+)raf- -- -___A _--�7 P�j''� Y'I I•cl' ax l•5r UN, .11, 1111s nfclLn S/rntl �- yy Ss 1. TIE-DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOU!IN.U1HIT`,1711(3)-/12 SAE GRADE 5"SHEET METAL SCnEWS DR 2- I V rSr ,q6� � GRADE 5 SHEET METAL SCREWS.(NOTE:FOP(LONGER CLIPS UTILIZE(S),12 SMS OR f () 1f"O SAE - -J/ •''-/=/ J6•Sr Sf PSF 0 •. Z. MECHANICAL/(OUSTN,UNIT SHALL COI•IFORM TO_N E FOLLOWING: 1 1-,�'05115J. ---- "- r_or tars S '� 2.1. ALHI1111Nf1 HOUSING UNITS SHALL BE 6061-T6 HIM.ALVI11NU11 SHEET WITH Try-30 N.51,0.125"IIIH.TIIICKIVES S. ([ - 12�"17 5(9 2.2- STEEL HOUSING UNITS 5)FALL BE 33RSI INN.STEEL,GI 33,ZZGA 111f1.(I:0.0299") [- 3. AIIA%rF1UI1 ALLOWABLE VALUE OF 200 PSF HAS BEEN OTT RACE f011111GIIER DEMAND CAPACITIES CONTACT 11115 ENGINEER FOR ADDITIONAL ALLOWABLE LIPLIFT_9[]LBS/CLIP SME-SPECIFIC ENGINEERING. IDFNIGII I^"LE/I'_CO,,o,DUAICS IIn F,nOl-O/1.111115 nODITIOf1Al UPLIFT HEI •• ••• • • • • • •• COIIOINn H I0 I'/1111......T CAUSED Dl'OVERTURNING FROM LAIMIAL ANCHOR SCI-1 RULE: sit -.Pcc,.SCC ASCEJ.to SECTION 29.5 rDROOnE IIIFORMATION,) • • . . • . _ f93 PI SUBSTRATE • • ht LUWABLE UPLIFT T'ER---- uNry iS f1R5ED UII N O j.• • l l IF IVUI IBEI:(If CLIPS UTILIZEO%9nl.B/CLIP Illlfffpf l CONCRETE: (1)-1/."B CA .F STEEL W IL E (1"THICK MIN,ll9Zl(51 MIN.) C� (i D6X T4pCO,J W POOL EMDEDiO CONCRETE,2 Sim 1111( C.`.AI1!•I C: `I CCFS�>9(1 LB/CLIP COPTNGIR TIWB LOUIIMOp PE 5 EDGE OISTA ,3'1 1•SPACIIr>JO ANY4jIOJACIWT A•CN01.• ='-GOLD ALUHINUIH: (2)-E In SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES 11111. DIV AISNESr't"'T 11�1 sI'Ur11111.BE D1EE(Rr''rIED 11-BMP-0001. (O.I ZS"NHH.TlHLK,8061-76 MIN.ALVIIINUM) PAST THREAD PLANE FOR SHEET METAL SCREW. -� On r,FGL5rEnCf'ARCA$l L Cf;A'O L EER ^[ACED NI1> 104 STEE,: (2)-elf SAE GRADE 5 SHEET METAL SCREW TO STEEL,PROVIDE(5)PHICNES IIIN.FAST f fNCIUOED 1N T1115 ADE a Orll (0.125"IIIN.THICK,3_KSI MIN.STEEL) THREAD PLANE rOR SHEET II-T l CR C ERTIFIC.•IIIONI_ 1. E1t9EDMENT AI/0 EDGE OISTMICE EXC ES FIHI 1E5,I A -C LE. 0 •• T_/1�LE LCGCIIU: L 2. EIJSURE MINIMUM EDGE DISTANCE AS NOTED II•N11�IOR SLIICOULE, • • • •�� DT:110IE5 11n • • • • _,_%� LIIES"Or APPROVED FOR VSE Q •• • • G I/),/ -!EE A.LICI'.I'IAIE Cllr DETAIL 5/4 ON SHEET 4 �\ • �J ••• • 1 • ••• • - -_ -.��- .....--__.T_T-� 2l • • • • • • • • • • • •• •• • • • •• •• •FOR ANY CLIP LONGER THAN)0" �.�..s---�-_��..--- ----- - �,.�•�s� l,.I] '(�(�,- UTILIZE(5)-112 SAE GisUE 5 - .'(fit ••'- rr 11r!'V,I�1(inno0,I•_E' SHEET FIETAL SCREWS OR •-I,��I iI_Q ''W;-'➢.'.j.;. (4)-3/8"SAE GRADE 5 SIIEET L!'�• I METAL SCREWS(PROVIDE Z-I•IIN, B^), �O.( (LI� I(7I 0.19" SHEET METAL SCREWS AT THE TYP. TOP OF THE CLIP)TYP. _-U -. (3EET FI SAE GRADES 11•. .i],!�] )1I:'-:.:-._ SHEET FIETAL LIP'TO 11 ECIIA"I VII UIIIT D1 Gil IERS.ALUI•IIIIUII C�1'• /.' If(•f-----':--�"-- °.065-THICI( 11ti O TIIROUGIi CLIP'TO 1 UU5IIIG UNITS 511/.LI.BE 106346 11111. • "*1"-,�()1]1f_ L=,.•'< - ASTM A283�/ I o U MECHANICAL HOUSING ALUI•IINUI I SHEET 1NI111 FLY=30 I:SI,0.15" (J)-!12 SAE GM.DE 5-^ t)1%lI"-• \\\`p y"y f0-" STEEL,TYP. p UNIT BY OTHERS. 11111. L IICI(NF SS,ST ECL IIOVSING UIIITS � III FIETAL SCP.EWS N/IL • 0 d PIIOVIDE(5)PINCIIES SIIAIL BE J3K5I PIIPI.S1 EEL,GRADE 33, TIIROUGH CUP 7O fn TF A ITLI)I( II,I 1111J.PAST Th111EAD 1-111 \4.\ 'l.?Gn FIIN. [=°.0299" "'ll"' UUU FOR EACH INS,TYP, ( 1 //. ...I I..I rL IIOUSIIVG UNIT BY OTI IERS. Qf j1I 7LLo U.J Vl E '� 0 0.060"THICI(ASTH-,\ -`,��{ U.L13"TIII(A ASHI ` PIIIOVPAST THREADPLANEPINCHES PLANE ��LiT17''� >Uqq x�� 6 (3)-412 SAE GRADE 5 A20J STEEL CLIP,TYP. TYP �\, FOR EACI I SMS,TYP. V Q W o Z 9 SHEET MET IFI UB �-�- /120]STEEL CI.I P, N Q AL/8'SAE Vl ll a OR(Z E S S SAE e BnSE I UNIT SIIALL - AIICHOR PER y u W n o OMOE 5$I1EET� ) BE FLUSH INITIi BASE 1 _ —ANCHOR B/15E OF UNIT SHALL 1 N 3 OF CLIP,NO SPACE SCI IEDULF. RE FLU ( )OR(2)ANCHOns '1, Z FIETAL SCREWS AT - 3/I; 511 WITH F.ASE� A IBJ�J Y."O IIOLE,WITII PER ANCHOR ''W Z 4 TOP OF SLOT,TYP, ANCII FROM 1'• (OTHER rE RFII7TE0,TYP. \ r ' OF Cl IP,110 SPACE - - T/0. 3 SCIIEDULE a DIFIMILAR)S -' rER iIi1TEU,TYP. T 0 75,�/ - � CLIP ANC ItOR - SCHEDULE,TYP. SIMILAR) - 500:TRATE PI:Ry' /11Ir IIDR I(� s SCHFOULE 5 S)DSTRATE PER (VARIES) IIr :� \rA CHOR - --- I.. \i SCHED 'E 1" TIE-DOWN (VARIES) 0 1" CLIP ISOMETRIC DETAIL a c _ 2" TIE-DOWN CLIP - G ANCHOR DETAIL _ a i.T-5• GANCI-IDR DETAIL _ U ISOMETRIC h 3" 1'-0' DETAIL /1/ u a cur Is DESIGFED FOR FDL ` Z]. 3 -1-0 3 DETAIL C(, O p E CONTACT W ITII THE BASE Of EACI I CLIP IS DESIGNED FOR FULL l z ;a O FIECIInM1 Cnl VIIII,IYr. CONTACT WITH THE BASE OT-EACH Q _ 0,125" INECIiANICAL UFIIT,TYP. I-1 ^ 9 < r _ ry N In —Hrnrwlorrl DE=SIGN PRF_,>�' 0.113"T""" (� 6"IIA%�11 rll 6'hlAx JURE EXAMPLE_SCENARIO ASTM A283 (1 III CLIP OFFSET CUP PAIR SPACING---I I[Lir OI fSET (TIIE f('LLOIVIIIG Exn111 LE ILLUST0nTE5 TIIE Pf.UCEO 1 J p mSTEEL,TVP. III L) - �IFOIIC DESICry fP.ES�UNE FOR 17S ....,EXPOGLIRE°D EIVIEEDFSIOGII PERAII ETERS USED IIV'llll E I IEf.(Ihl SHILL BE V1wr,,D UY A LICENCED EILGIT EER,RECISTEBED ARp11TECT on BUILDING I T UFFI'_/ I-� I l FOR AffIIGBl LI1'r TO TI le SHE-SfFCIMC nDURE55 AT WIIIC11711E F10V11TIIIG SY51 Eh111-LU51 Rn TCD 11ErCIN IS UE111G ITIS TALLED.71/15 CALCUV'i1011 AS5U11ES,110 WIND e' T e' 3"TYP SPF.f D'Jr EFFECTS,BUFFETNIG OR CHANNELING FRUIT OTHER 57n11CTURES) 2_ Il'1 (3)-412 SAE GRADE 5 fT"cur-Cur HF(_LANICAL X11 F.sIT IFI PARAII ETT:n 3 SPACING �I IIIIT FCR _--S [Y� OR(2)MFTA LSCRE WS SEI`ARATE 11A"1(:IVRI USPED......... ..__.__ ITS"Ir,I OR(2)-3/E"SAE C:O.O•�l'1'.0 CniEG Of.Y..... .......D /IpI 1_1:11 TIF ICAIIUII IZ F- X11 GRADE 5 SIIEET I I.1Cn"IIOUf 11[14117.................... ..................................TU FT -p .J / FIETAL SCREWS AT 11A:1 IIElrl li Of UNIT CEII 11(OID(ABWE ROUFI....................S.OUR A {[ OI// TOP OF SLOT,TYP. 1DIAL MIGHT OF UNIT CENH000.................... .............)HFI .vUfT=75.UOR 1FE 1 uE SLi;llynRlnpi T S Z. J-� UTILIZE(I)CLIPS EA SIDE RU=O oR,,1l=94.20 PCF,GCI(V'iEMU=J.10,GCT UPLIFT- 1.Sv c-n 35 y"6 HOLES,NOT TO OF UNIT FOR A TOTAL OF IA;DI LAI'"AL VU"0 LO/,D= ( ) 3 BE USED FOR EIGIIT PER UNIT--- IA;OI LI Of F v/IHU O'G A('IT•GCI)-0.G 1 9G.17PCF 3.IU-1 iB.B6 P aS a c LUAU- 0.6 z(51 of GCI)-U.6•!'6,t)P5F 1 SR= 6 C F &n ANCHORS.TYP. 4 TUI( Jli''Jv=311"UIIIT IIISTAIUTIOHS h1U5T FIEE7/UTILIZE TME 101 1_11111 CRITERIr,_ n Y II IILll:l 11 I RUII 41'nl?F 1')[ENI ROID Of'Uhlli SIIALL Bf:5 TS.UO FFF-T. 144 CF{C� - 1 .375" f1I Ir C f1,,`TF-F o""CLIPS IF,R CORNER.[FF-"AUERNATC SPACING DETAIL 5/1"FOR �ey 0.75"^/ I'VIIJII /a •• .�•• • • • • • •• -1_Ir col PIGUnnTION. F \• • • • • • • • 'lllitI E l'1J-A121FIS 00 HOUSING UNITPEREnCNCLII•. •• • • • 'lII1LILE(1112 IT INTO 1/0•fiU61-76 ALUIIINU11 RAIZ/SUOSIRATE PER 11115 APPROVAL. _ 'UIILI2E E)-AI-I ShI5INTO 1/B'J31:SI STECL RAILISUBS1 Am E PER THIS A111T9VAL, .('.,i0• •'.: 5D} • • • • • IO"'•10,,IB"UIIIT INSTALI AT10NS 11051 IiEEJUTILI2E THE FUILOYIING CRITIPIA ' E FACT00.Y-MILLED;:"0 HOLES, �'O •• .`,}—P T• • _ IEIGIIT Flttri 4M.1'E lU CEIII RUID OF UIIIT SIIALL BES 75.00 FEE 1. LOfYN0111FNJMLlUMWUAI PE. 5 / TTALTERNATE CLIP DLIAII_ (1TILIZE(2)'2'l1E'UOL'+N CHI'S PEM1 T:OIINEM1.SEE"nLTERNn7E sl'ACiIIG OF.lAIl S/I^F0M1 tl-QMH)-0007 UT3LIZE(1)OR(2)ANCHOR$')/ \s0 UO 11 _ CLIP UTIIFIGURATIULI. E FRO112"CLIP ANCHOR �� 1' N.T.S. --- PLAII 'II HLIZE 6cnLEl Ili.'I TDA Til-/'1:5115 fU IIOUSING UNIT PER EACH CUT. SCHEDULE,TYP, 'U 111.1 ZE(2)-011 FII,INTO 1/B"6061-T6 ALUI 1111U11 RAIL/SUBSTRATE PER 11115 MPROVAL. PAGE UESc111P Oil; b 0.50"/• ••• ••• ••• • • - 'UMUZE I))-01.1 5115 INTO 1/B'33Y,51 STEEL MIL/SUBSIRAIE PER THIS APPROVAL 2 2" CLIP ISOME ICD TAIL • • • • • SEL 2"SFEFL CLIP TIE-OO1vN5CINFOULE:ROOFTOP PIOUNTFO INSTALLATION TAME C • • • • • NOTIIS I ACCOI IPANI NIG ANCHOR SCIIEOULC FOR AODITIOII/.L ANp1O11 S 5 [] ITS •• •ISOMIfRIC• • • • • • ,�_--- IIII CRIIATl011.INSTnllnlIOI1 TU CONCRETE HAY NOT BE UTILIZED 1011 THE I •• •• • • • • • 11111 EP1A"DIED IN 71115 EVA I 110 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • •