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MC-15-2466 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-244339 Permit Number: MC-9-15-2466 Scheduled Inspection Date: March 07,2016 Permit Type: Mechanical- Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: RICHARDSON,LINETH Work Classification: AIC Replacement Job Address:150 NW 102 Street Miami Shores, FL 33150- Phone Number (305)751-2531 Parcel Number 1131010230130 Project <NONE> Contractor: ARS/RESCUE ROOTER Phone: (305)235-7223 Building Department Comments A/C REPLACEMENT(CHANGE OUT)3 TONS 7KW Infractio Passed Comments INSPECTOR COMMENTS False v� Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 04,2016 For Inspections please call:(305)762-4949 Page 6 of 41 Miami Shores Village 10050 N.E.2nd Avenue NWS ! l- • Miami Shores,FL 33138-0000 rl, , . � ., to Phone: (305)795-2204 _ ' Expiration: 03/2612016 �14 Project Address Parcel Number Applicant 150 NW 102 Street 1131010230130 Miami Shores, FL 33150- Block: Lot: LINETH RICHARDSON Owner Information Address Phone Cell LINETH RICHARDSON 150 NW 102 Street (305)751-2531 MIAMI SHORES FL 33150-1232 Contractor(s) Phone Cell Phone $ 11,000.00 Valuation: ARS/RESCUE ROOTER (305)235-7223 Total Sq Feet: 1052 Tons:3 Available Inspections: Additional Info:A/C REPLACEMENT(CHANGE OUT)3 TONS Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.60 DBPR Fee Invoice# MC-9-15-57233 $5.76 09/28/2015 Check#:8253012' $50.00 $373.16 DCA Fee $5.78 Education Surcharge $2.20 09/30/2015 Check#:8253012' $373.16 $0.00 Permit Fee $385.00 Scanning Fee $9.00 Technology Fee $8.80 Total: $423.16 In consideration of the issuance to me of this permit, I agree to perfo the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,state -is or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by eith r yself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,D ,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing info on is a u to and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above- ed n or to do the work stated. September 30,2015 Authorized Signature:Owner / Applicant ntract r / Agent oate Building Department y September 30,2015 1 r RUfi iami Shores Village Building Department SEP 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master PermkNo. _ye- j,5- ,zg66 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING 0 MECHANICAL ❑PUBLIC WORKS [] CHANGE OF ❑CANCELLATION ❑ SHOP ����,,..��(( CONTRACTOR DRAWINGS JOB ADDRESS:-�-�/J n W (Yz SI—. City: Miami Shores County Miami Dade Zio Folio/Parcel#: — 5I G6&— is the Building Historically Designated:Yes NO Occupancy Type:G' • Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): L i W AJ'�17-7-4 TziQ4 A11Zp 5j». Phone#:0 Address:_ l 17 CA) 10 2 '5T. i City: � rl.ca a i ��t�f/�. State: , gyp; 5$� Tenant/Lessee Name: Phone#: Email: IZ TZO CONTRACTOR:Company Name: Phone#: 305-235-7223 Address: 18720 SW 108 ST City: MIAMI State: FLORIDA Zip: 33157 Qualifier Name: . 0P VLLU`� j(,�Y� • Phone#: 305-235-7223 State Certification or Registration 4 �.! �Q .124 tp 4&-pCertiflcate of Competency#: DESIGNER:Architect/Engineer. Phone#: Address: City: State: Zip:_ Value of Work for this Permit:$ A Square/Linear Footage of Work:nL--7)2 Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition Description of Work: A/C REPLACEMENE (CHANGE OUT) Specify color of color thru tile: Submittal Fee$ Permit Fee$ b CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notery$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ � (Revi5ed02/24/2014) i ° 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$250D, 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 certlfled copy of the recorded notice of commencement must be posted at the job site for the first Inspection which occur seven (7) days after the building permit is Issued. In the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. Signature LIQ �v Signature-- OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this i5'V., day of 20 1 bye d of t-V aY - 20 S ,by �who personally known to ,Pe u-c Lic, . who is personally known to me or who has produced as me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBUC: Sign EMI?;C SAr EZ SANCHEZ rida Sign: '?' " at r 22,.20182 r blic-State 1 Florida Printfires Jun 22,2018 • ���nisston Print: Seal: ;;,` ,, ,,,.•� Seal: ######1###1###i## ll##il# i#il#i##iii#1##iii##li#ili�iililll#iiialilllilili#####hill# APPROVED BY v 4s aminer 7�q;71 Zoning Structural Review Clerk (Revised02/24/2014) Y g T S MWShffVIlQN v ulrt 1!3 e ShJgo;eR, a 8 -2204 NSPE=X. AIR CONDITIONING REPLACEMENT DATA U z ® ® w PERMIT NUMBER: MC I cn Th faz a�Oqp any ALL air conditioning replacement P be n its w sh .Multiple units on singe sheets are not accations. Each unit change-out must ptableit c 1 J@16d� e�th✓ 0 r Is being done)_ �5�✓ l� (K) r 2 sr• v LU U 0 Ci1�; it county: Miami Dade zip Code: 31 sD-- )2Sa2 - a [ NG UNITS MUST BE ON A 41NCH SOLID CONCRETE SLA AL6 L UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION B A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means:YESX NO❑ ARHI Sheet Attached:YES . NO❑ Contract Attached:YES UNR BEING REPLACED DATA MANUFACTURER NEW UNIT AHU or PKG.UNIT MODEL# COND.UNIT MODEL# KW HEAT NOM TONS [AAH U CU PKG 1)M." U CUPKG AHU CU2j M.O.PAHU4 CU PKG U CU PKG 3)VOLTS - i,- AHU U PKG PKG UNIT / / U� �Qh 44 1-. PKG UNIT EER/SEER YES NO •i G• OO REPLACING DUCTS S bid YES NO REPLACING THERMOSTAT yEg YES NO NEW 4"CONCRETE SLAB YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX yES 1. Minimum Circuit Ampacity(Wire Size): - 1-0- 2. Maximum Overcurrent Protection(Fuse/Breaker Size): 4o 3. Voltage of Circuit(208/240/480): - �G(� •�..� ;• ►• mamo -Ano 4. Size Disconnecting Means: �-- o � ^� • Contractor's Company Name: D16>-LUA o�C w n State Certificate or Registration No.0— •C-12 • • • Certificate of Cofppetebo cy�Nd • :. ; ; Signature •''��t�' • . � ) Date: • SEP .. . . . . . ... . , A Ibis ; . . . . • ... • • . : (Revised02/24/2014) ••• • •• •• BY: Property Search Application - T gni-Dade County Page 1 of 2 =_ OFFICE OF THE PROPERTY APPRAIER Summary Report Generated On:7/3/2015 Property Information Folio: 11-3101-023-0130 Property Address: 150 NW 102ST ----.._ Owner LINNETH M RICHARDSON l - --- 150 NW 102 ST Mailing Address MIAMI SHORES,FL33150-1232 Primary Zone - 0800 SGL FAMILY-1701-1900 SQ f 0101 RESIDENTIAL-SINGLE 'FAMILY: 1 UNIT Primary Land Use Beds I Baths/Half 2/11/0 Floors ------ 1It AA 11- ST ST ;1 Living Units- 1 , Actual Area 1,588 Sq.FtIN Living Area 1,052 Sq.Ft ,- Adjusted Area 1,292 Sq.Ft Lot Size - 8,057.1 Sq.Ft Taxable Value Information -------_.._...__-..----- Year Built 1941 20151 2014i 2013 Assessment Information County _-- ._ (Exemption Value $88,140 $87,441 $86,149 Year 2015 2014 2013 -- Taxable Value 1 $0 $0 $0 Land Value _ $130,743 $108,504 $72,785 - - - ----- School Board Building Value $89,923 $87,598 $87,598 - Exemption Value $25,500 $25,500 $25,500 XF Value $1,548 $1,570 $1,593 --- - - --- Taxable Value $62,640 $61,941 $60,649 Market Value $222,214 $197,672; $161,976 - -t - City Assessed Value $88,1401 $87,441 $86,1491Exemption Value $50,5001 $50,500 $50,500 Benefits Information Taxable Value $37,640 $36,941 $35,649 Benefit Type 1 20151 20141 2013 Regional _ - - --- - - Save Our Homes Assessment Exemption Value i $50,500 $50,500 $50,500 $134,074 $110,231 $75,827 - --- - --- - Cap Reduction Taxable Value $37,640; $36,941 $35,649 Homestead Exemption $25,000 $25,000 $25,000 ---- ---- Sales Information Second ;Exemption $12,640 $11,941 $10,649 Homestead Previous OR Book- Sale Price'; Pae Qualification Description Senior Homestead Exemption $50,000 $50,000 $50,000 --- __ - g 09/01!2007 $0 25584-0354 Qual by exam of deed Widow L-xemption $500 $500 $500 -----•� x- 08/01/2007 $0 25�a1-4241'. 0AJb4e�A�ofdeed Note: Not all benefits are applicable to all Taxable Values(i.e.County, �.__ • • T.�_ • (School Board,City,Regional). ( 02/01/1991 $68,98G'14�pfl-21�0i a;drrioryear sales;Qual by - t ---- exam of deed•* - Short Legal Description 00000- gu� 09/01/1990 • $0!�•OOOOD• al by exam of deed I BONMAR PK ADD A RE-SUB PB 24-71 • • • I • LOT 12 ••� �• '�' ••• • • E1/2 OF LOT 11 BLK 2 • • LOT SIZE 75.300 X 107 • • • • • age • OR 14909-2156 0291 1 ; . ; •• : ; The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information do recdtd.The Property Appraiser http://www.miamidade.gov/propertysearch/ 7/3/2015 Certificate of Product Ratings AHRI Certified Reference Number: 7491809 Date: 7/3/2015 Product: Split System:Air-Cooled Condensing Unit, Coll with Blower Outdoor Unit Model Number: RA1436AJ1 Indoor Unit Model Number: RH1V3617STAN Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM; RUUD Region: Region Note: Central air conditioners manufactured prior to January 1,2015,are eligible to be Installed in all regions until June 30,2016. Beginning July 1,2016,central air conditioners can only be Installed In region(s)for which they meet the regional efficiency requirement. Series name: Manufactuel resQn$ibler trating of his sste,; .combinoais RMEAII SA .E tOMPANY;.1iVC. Rated; a foiipws in, cco"rd[, with AHRI Star(tiw 20(240-2Q0$ 4i'Unitary ►1fr-Condt#ignin and Afi-Source Heat pum�Equlpmer#t and subject to.verificatn obi: ting.accuracjt�y AHRI-sponsQrd,intie�enderlt third party#dstii [in' Ga 34f300 . pacity(i�tl#i EER Raling (Cooling): 12.50 SEE.91 Ft rrg1Gcs4lir�gr 15.80 JEiT Fa {Cooling): Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerats. DISCLAIMER •• •• • • • • • •• AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guaranteer asI��nd�as�lrmZs L r sportsibillty for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising otRjo,f thAdse or perfamwn,3p{th*%mduct(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and confiaratiol);g llted jt:he• • • • • directory at www.ahrldirectory.org. • • • •• TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI.This Certificate shall only be used for Indjv1dusioliprsonall and confidential reference purposes.The contents of this Certificate may not,in whole r in part,be reprodueadreopidisse;pfiiitedt••. • entered into a computer database;or otherwise utilized,In any form or manner or any means,except%r jhe lees Indi•idual, •• • e�,a�, personal and confidential reference. • • ••• • &NEUDIPOIfIN INSTITUTE CERTIFICATE VERIFICATION • • • • • • The information for the model cited on this certificate can be verified at www.ahric Ilrectory.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. •i; • ••• • 139804098831498810 ©201.4 Air-Conditioning,Heating,and Refrigeration Institute GEt ( J�O MATE! .g Air IPerformance Data RA14 Series 'Performance Data @ AHRI Standard Conditions-Cooling (coni) Air Handier Rating Outdoor Air Handler Total Capacity Net Sensible Net Latent SEER EER Indoor CFM AHRI# Unit BTU/H[kYll] BTU/H IM BTU/H IM [LIS] RFI P3624SPAN 36000[10.6] 25900 [7.6] 10100[3.01 14 11.5 1100[519.11 7884985 RF1 P3624STAN 36000[10.6] 25900 [7.61 10100[3.01 14 11.5 1100[519.1] 7884987 RF1T3624MTAN 36000[10.6] 25900 [7.61 10100[3.01 15.5 13 1025[483.7] 7884989 RBHP-21 36000[10.6] 24300 [7.11 11700[3.4] 15.5 13 1200[566.3] 7493646 RH1 P3017STAN 33800 [9.9] 23800 [7.01 10000[2.9] 14 11.5 950[448.4] 7491806 RH1 P3617STAN 34000[10.0] 25200 [7.41 8800[2.61 14 11.5 1150[542.7] 7499174 � { RMT3617STAN 34600[10.1] 24800 [7.3] 9800[2.9] 15.5 13 1000[471.9] 7491807 RMT3621HTAN 36000[10.6] 25900 [7.6] 10100[3.01 16 13 1200[566.3] 8083491 RH1T3621 MTAN 36000[10.6] 25400 [7.4] 10600[3.11 16 13 1175[554.5] 7491808 [ZtH 6#75 34W 11�1i12] w 25100, 7.4]- '97Q0 81 ( Z5_ __.lfl2s.j 83r7I « . 748180Id.a_ RH1V3621HTAN 36000[10.6] 25900 [7.6] 10100[3.0] 16 13 1200[566.3] 8083492 RH1V3621MTAN 36000[10.6] 25500 [7.5] 10500[3.1] 16 13 1200[566.3] 7491810 RH2V3624HTAC 36000[10.6] 25300 [7.4] 10700[3.1] 16 13 1200[566.3] 7491811 RBHP-24 42000[12.3] 28100 [8.2] 13900[4.1] 15.5 13 1400[660.7] 7493654 RH1 P4221 STAN 41500[12.2] 31400 [9.2] 10100[3.01 14 1 11.5 1425[672.5] 7499199 RH1T4821MTAN 42000[12.3] 31600 [9.3] 10400[3.0] 15.5 13 1400[660.7] 8083519 RMT4821STAN 42000[12.3] 31500 [9.21 10500[3.11 15 12.5 1400[660.7] 7491986 RA1442AC1 RMT4824STAN 42000[12.3] 32500 [9.51 9500[2.8] 15 12.5 1550[731.5] 7491987 RH2T4824MTAN 42000[12.3] 29500 [8.6] 12500[3.71 16 13 1400[660.71 7491989 RH1V4821MTAN 42000[12.3] 31600 [9.3] 10400[3.0] 15 12.5 1425[672.5] 8083520 RHIV4821STAN 42000[12.3] 31500 [9.2] 10500[3.11 15 12.5 1400[660.7] 7491988 RH2V4824HTAC 44500[13.0] 33300 [9.8] 11200[3.3] 15.5 13 1600[755.1] 7491990 RBHP-24 42000[12.3] 28100 [8.21 13900[4.1] 15.5 13 1400[660.7] 7600272 RH11`4221STAN 41500[12.2] 31400 [9.2] 10100[3.01 14 11.5 1425[672.5] 7600509 RH1 T4821WAN 42000[12.3] 31600 [9.3] 10400[3.0] 15.5 13 1400[660.7] 8083548 RMT4821STAN 42000[12.3] 31500 [9.21 10500[3.1] 15 12.5 1400[660.7] 7600510 RA1442AD1 RMT4824STAN 42000[12.3] 32500 [9.51 9500[2.8] 15 12.5 1550[731.5] 7600511 RH2T4824MTAN 42000[12.3] 29500 [8.6] 12500[3.71 16 13 1400[660.7] 7600513 RH1V4821MTAN 42000[12.3] 31600 [9.3] 10400[3.01 15 12.5 1425[672.5] 8083549 RH1V4821STAN 42000[12.3] 31500 [9.2] 10500[3.1] 15 12.5 1400[660.7] 7600512 RH2V4824HTAC 44500[13.0] 33300 [9.8] 11200[3.3] 15.5 13 1600[755.1] 7600514 RBHP-24 42000[12.3] 28100 [8.2] 13900[4.1] 15.5 13 1400[660.7] 7493657 111-194221STAN 41500[12.21 31400 [9.2] 10100[3.0] 14 11.5 1425[672.5] 7499224 RH1T4821MTAN 42000[12.3] 31600 [9.3] 10400[3.0] 15.5 13 1400[660.7] 8083578 RMT4821STAN 42000[12.3] 31500 [9.21 10500[3.11 15 12.5 1400[660.7] 7492161 RA1442AJ1 RHIT4824STAN 42000[12.3] 32500 [9.5] 9500[2.8] 15 12.5 1550[731.5] 7492162 RH2T4824MTAN 42000[12.3] 29500 [8.61 12500[3.7] 16 13 1400[660.7] 7492164 RHIV4821MTAN 42000[12.3] 31600 [9.3] 10400[3.0] 15 12.5 1425[672.5] 8083579 RH1 V4821 STAN 42000[12.3] 31500 [9.2] 10500[3.11 15 12.5 1400[660.7] 7492163 RH2V4824HTAC 44500[13.01 33300 [9.8] 11200[3.3] 15.5 13 1600[755.11 7492165 RBHP-24 45500[13.3] 29600 [8.7] 15900[4.71 15 12.5 1400[660.7] 7493660 RH1P4821STAN 45500[13.3] 34000[10.0] 11500[3.41 14 11.7 1575[743.3] 7600593 RHIT4821MTAN 47000[13.8] 32400 [9.5] 14600[4.3] •IV • ; 1 .5• •140®[660.7]•• 8083602 RHIT4821STAN 47000[13.8] 35600[10.4] 11400[3.3] 14.5 : 19% • 7 743. ] 7492359 RA1448AC1 RMT4824STAN 47000[13.8] 35400[10.4] 11600[3.4] •45 ••• •155 [ 1. • 7492360 RH2T4824MTAN 48000[14.1] 33500 [9.8] 14500[4.21 15.5 13 1400[660.71 7492363 RH1V4821 MTAN 47500[13.9] 33000 19.71 14500[4.2] 1`#9• 12,5 1425[672.5] 8083604 RHIV4821STAN 46000[13.51 33400 [9.8] 12600[3.7] �14 j2J56 4400[G6 . ]• • 7492361 RH1V4824STAN 47500[13.9] 36400[10.7] 11100[3.31 321625[ 669]RH2V4824HTAC 48000[14.1] 34800[10.2] 13200[3.9] 1 1600[795.1] • 7492364 I I Designates Metric Conversions ••• • ••• • .."M hF WOW Py lid k VQ-CRETE '• ' .;,� �. , •` •: �' ' ,. ' Cada taw ao0ourt�a for s9c�t'�e ''' ' ' • EYopu4a fliedeano Peas ' ' L :a�':�', . Skit She gyps �'� '•` " " ,^�"" .. .. gV30000 E083Q4 MUM ORIM4 —10 av3m 4 3 4 b r 'M.404Gone" ONA4214 U011 X24 g i0 6AGM 30XB&4 EIkF6l14 ISO�q�4 g � ,' Man 46MMA g / 6 6666 � � 6666' 6666•• 6666•. •••. � • 6666•• 66.66• � • Evo-Crete Hurnicane Pads ;...•; y��gyp•EQUIPMENT .... : •..• ..... Pl L1rSLAB EMV 13i1 6000•• 00 0 • .0000' 0 0 . 00••6 PADS EVo-Crete Hunirane Pads are Flafida-1 W01 trl,r5li Ad's 6.66:0 - Made in Florida br the Florida marker buc 9v o�e�A" 0: MOD-PAD MODULAR PADS ..•• ... . - . . HUrrlC Plad 1$•dem cl to m S .RK%,,iCfPaF;0 a :666•: E 'L�-t.l l H�1RRiw li� requirements In South Florida and the Guff C oaStiv'ZC1 6 ' resistance: The Eyo-Crete Hurricale Pari is a full con C:efe_ 4 inch pad available In a fc.11l trange ,d skes_ �uPf��l��^riaife�CLi£iI'1 r� _ ••• - •`- _ Font Features and Benefits .- -. L.V and Easy to Use EVO-SLAB HURRICANE PADS 1E For up to 0175 mile per heurvAnd zones Ideal for any coastal region at theapproprtats;rind--one speed EVDZRETE EQUIPMENT • R-Ada's mosttrusted pad PADS * Bolts tilt concrete and drills like drywall • Meats strict municipal codes EVtk SLAC$EQUIPMENT ■ Impact resistant=reduced freight:and transport darnage PAD • Fire proof and non-com5ustiele + Designed to withstand the warmest or coldest climates EVO`LiTEEQUIPMENT a Chemical'resistant PADS • arietY of mounUng kits and taps arailaule rDtirable Desrgrt RvIft sources*only the WOW qualitp materials and our contr'olted manufachrring prooesses guaranies superior,high strength produce. r r FRANK BENNMO,P.E. RHEEM SALES COMPANY, INC. #PE46549 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS 11,/?�1 Auo FOR, �- }l.000" Z i " APPROVED DESIGN ASCE 7-10 Vult=175 MPH Z o eNt°' a (Vasil-136 MPH),EXPOSURE D, 0 *a 4 (t1 U 0.750 CRITERIA: AT GRADE INSTALLATION ONLY W ` M g 1.250 o uN� tAPX 33•�nFjy VN1� t 33�IFN iJi °:U d .7v S S" 11, \33M \3315 M 0 Z DESIGN NOTES: W Z O d ui � o w O THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND Z m N D THE FLORIDA BUILDING CODE FIFTH EDITION(2014)FOR U .�-� ►'_� w C O OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THE DESIGN CRITERIA W ?�w,� m SIM.TO{�BUT = CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR"OTHER STRUCTURES-SOLID Uf i �_, rn SI 0 BUT ' O " w z ON OPP. FACE ro o FREESTANDING WALLS INSTALLATIONS AT GRADE.ALL DESIGN VARIABLES O O z ON OPP. FAC O c ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26&29. ,Oi p A co c vm GENERAL NOTES: 0.3 " 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN V 3' CONCRETE O ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Z O FIFTH EDITION(2014)&ASCE 7-10.THIS SYSTEM MAY BE USED WITHIN SUPPORTING AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT B STRUCTURE BY p INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT Z ` OTHERS,TYP. CONTROL BOX . Y. 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE �' 1 MECHANICAL UNIT 2 MECHANICAL UNIT i 11.000. DESIGN OF THIS SYSTEM. 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH 0 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN TEST REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. u ALL DIMENSIONS AND THE MINIMUM WEIGHT(199 LB MINIMUM)OF THESE ISOMETRICS ARE INTENDED FOR BRACKET MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL W A (2)-#10 SMS PER BRACKET FOR UNITS DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM V IAMI TECH CLIP: 14GA(0.07") MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BEUP TO 35n TALL. -i Lu ' BRACKET FOR UNITS U TO 39"TALL UNITS LISTED HEREIN MAY VARY IN APPEARANCE CNA�.IICAL ASE A653 Fu=90 KSI STEEL AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS Q (ONLY(2)SMS SHOWN BELOW) UTD8)OR 0.080"5052-H32 RESPONSIBILITY OF THE CONTRACTOR. Z INTERNAL POST QVE� ALUMINUM (CUTDA8),MIAMI 5. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND,ASTM F593 O ADJACENT TO APpR TECH KIT# RRCUTDSMK OR 410 STAINLESS STEEL OR EQUIVALENT ONLY,INSTALLED TO 3000 PSI MIN LV RRCUTDASMK CONCRETE.SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS.ALL W CONTROL BOX SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS = "' OUVER SHALL BE#10(14 MIN THREADS PER INCH)ASTM F593 410 STAINLESS PANEL, STEEL OR EQUIVALENT ONLY.PROVIDE(5)PITCHES MINIMUM PAST THE t Q T' THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE O 9 U� APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. e g 9Q OQ Q (35.25" ,,� 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. U NIT BASE Q NIT BASE Q NIT BASE CLI B LIP© AS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4"MIN. PAN QO PAN QO PAN THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, ANCHOR PER O UNLESS NOTED OTHERWISE. SCHEDULE O 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 8. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY �6 LIP@ OTHERS. m e3d 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND , B O O PROFESSIONAL ED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN J O(7CO O FE SI A ANDIS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS CLI A DIM. 1 EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR ° QA &©ARE SIM CONTROL AFFIRMATIONS ARE INTENDED. AND OCCUR ON CLIP OFFSET DIMENSION SHALL BOX 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE OPP. FACES ETA EN FROM THIS SIDE ONLY.�. • -'-'-'- - INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT 3 TIE-DOWN BRACKETS DATUM FACE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR $� REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR 1 N.T.S. ELEVATION ' � 4 TIE-DOWN BRACKET LAYOUTUSE IN CONJUNCTION WITH THIS DOCUMENT. R 11. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL , 1 N.T.S. PLAN RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL C0PffMfWL8BKW0P.E ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS EDULE: _ APPLICABLE MODELS: RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE 15-2543 _ PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY gCp�,@s N.T.S. i"I ''rD®W?il E �;ACKET OFFSETS: RA13481 ��4M RA1442B' WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS PAGE DESCRnYTION: TV—SUBSTRATE RAI 624,RAI 636B,RAI 642B, WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE 39"TALL UNITS ` DIM. 1 4.50" MAX OFFSET FROM DATUM FACE RP1336,RP1348,RP1436,RP1442, INSTALLING CONTRACTOR. 33.75"x33.7WFOOT PRINT N 3. (1)-1/4"O STAINLESS STEEL ITW BUILDEX TAPCON, DIM.2 28.00"MIN OFFSET FROM DATUM FACE RP1448,RP1530,RD1430,RP1536, 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE 1%4"FULL EMBED TO CONCRETE,2Y2" MIN. EDGE i RD1436,RP1542,RD1442, Vult WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE l DISTANCE,3"MIN. SPACING TO ANY ADJACENT GIMi_3 21.00 MIN OFFSET FROM DATUM FACE RA/UA1724,RA/UA2036, 7-10. 'LTM:J4' 13.00"M�Y,'OFFSET FROM DATUM FACE RA/UA2024 RP/UP1724,RP/UP1736, RA/UA1736,RP/UP2024