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MC-14-1795Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-223773 Scheduled Inspection Date: November 24, 2014 Inspector: Perez, JanPierre Owner: MCGRAW, MARTY Job Address: 1070 NE 96 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: CAC068159 ALL YEAR COOLING & HEATING INC lsunamg uepanment comments AC CHANGE OUT OF 5 TON Permit Number: MC -8-14-1795 Permit Type: Mechanical - Commercial Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number INSPECTOR COMMENTS False Inspector Comments 1132060143510 Phone: (954)566-4644 ('Q ll'l vt[ll� Passed + CREATED AS REINSPECTION FOR INSP-220155. CREATED AS REINSPECTION FOR INSP-218036. CANCELLED BY CONTRACTOR 954-566-4644 house keeper didnt know about the inspection Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 21, 2014 For Inspections please call: (305)762-4949 Page 35 of 44 o�gH Miami Shores Village PF,�FIN'T -. Building Department AUG 11 � 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 -t BUILDING Permit No. PERMIT APPLICATION Master Permit No. M Cl H — e-7 0 FBC 20 Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): MARTY MCGRAW Phone#: Address: 1070 NE 96 ST City: MIAMI SHORES State: FL. Zip: 33138 Tenant/I.essee Name: Phone#: Email: JOB ADDRESS: 1070 HE 96 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-014-3510 Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: ALL YEAR COOLING Phone#: 854-566.4644 Address: 1345 NE 4 AVE City: FORT LAUDERDALE State: FL Zip: 33304 Qualifier Name: THOMAS A. SMITH Phone#: State Certification or Registration#: CAC058159 Certificate of Competency #: CMC537 Contact Phone#: 954-566-4644 Email Address: DDANIELS@AYCAIR.COM DESIGNER: Architect/Engineer: NIA Phone#: vD C1 Value of Work for this Permit: $ I'080' Square Anear Footage of Work: Type of Work: ❑Address ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: AIC CHANGEOUT OF A 5 TON 16 SEER TRANE UNIT `��a�� 1��u�+��x�x+a��+��x�x��x��a��+��x��n� Submittal Fee $ Permit Fee $ 1 ` CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE r V Bonding Company's Name (if applicable) WA Bonding Company's Address City State Mortgage Lender's Name (if applicable) N!A Mortgage Lender's Address City State zip 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 issue -dA In the absence ofh posted notice, the inspection will npt#e approved and afte4Wection fee will be charged / J Owner Or Agent v Contractor The foregoing instrument was acknowledged before me this 13 The foregoing instrument was acknowledged before me this 13 day of AUGUST , 2014 , by MARTY MCGRAW day of AUGUST 20 14, by THOMAS A SMITH , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: i Print: I IQ 1 I I Vv'I I My Commission Expires: ,;=ods ""ao, ASHLEY JENSSEN s' MY COMMISSION #FF001816 EXPIRES March 19, 2017 APPROVED BY (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Plans Examiner Structural Review identification and who did take an oath. NOTARY PUBLIC: My Commission ASHLEY JENSSEN MY COMMISSION #FF001816 EXPIRES March 19, 2017 Zoning Clerk Today's Comfort.. Yesterday's Prices. 9-W TRACT ❑ESTIMATE 1345 NE 4th Ave., Fort Lauderdale, FL 33304 Phone: (954) 566-4644 Fax: (954) 887.1290 www.aycair.com Est 1971 with over 150,000 Installations PURCHASER'S NAME //yrtihV'W ///C ADDRESS CITY/STATE/ZIP E-MAIL HOME PHONE 01 REFERRED BY ❑ [WOULD UKETO RECENE 84! U DATI, OFFERS AND PR MOTIONS VIA SMS TEXT MESSAGWG N° DATE: -/- 7 / - / [/ I We hereby submit specifications for. 2-Etulpment Installation ❑ Indoor Air Quality ❑ Other All Year Cooling will furnish all parts, labor and equipment necessary to facilitate the service checked above in accordance with the conditions and specifications listed in this contract. Does not include electrical upgrade unless stated. ❑ Modity/New Supply Ducts) ❑ New Supply Grill, Size x Oty. ❑ Modify/New Return Duct(s) ❑ Seal Up Leaks in Ducts # ❑ New Return Air Grill, Size—x Oty. ❑ Modifications of ❑ Supply Return ❑ Return Air Plenum Split systim chic Heat ❑ Package Unit ❑�, H�it Recovery Unit ❑ Heat Pump 1rJ'e oT Systems Efeght Cool❑ At�t p Horizontal Application ` ertical Application ❑ Other. ❑ Air Handler Breaker Wire Size ❑ Use Existing Breaker ❑ Replaca%reaker ❑ New Breaker ❑ Brand ❑ Condenser Breaker Wire Size ❑ Use Existing Breaker ❑ ReplIrce Breaker ❑ New Breaker ❑ Brand sectrfcai❑ Provided by Existing Electrical Disconnect Box All Year Cooling to Code OTHER i i4h-line Float Switch ❑ Auxiliary Float Safety Switch 7-Z E; -Type of Thermostat -Specify Type ['Weather Resistant Vibration, Isolation Pads OZ ❑ 1 Year 1 Visit Maintenance Agreement ❑ 5 Year Extended Warranty ❑ 10 Year Extended Warranty CONDENSATION : COPPER" 13-eondensate Drain Hook -Up d$rimary ❑ Secondary ❑ Refrigerant Copper Suction Line with Insulation, Size ❑ New Condensate Pump ❑ Auxiliary Drain Pan ❑ Length of Run ❑ Refrigerant Copper Liquid Line, Size ❑ New o fisting ropper ❑ Refrigerant Line Cover 17'11abilfties and Workmen's Comp for Our Work Performed ❑ Smoke Detector - Existing/New with Existing Codes (ltraps ❑ Crane/Genie Lift ❑ Mounting Hardware of Stand for Air Handler ❑ Extend Slab ❑ New Slab J24iurdeane Code Strapping ❑ Labor Needed ft WARRANTIES— I Year Warranty by All Year Cooling an work performed, and Manufacturer's Warranties manufacturer's warranty on equipment unless otherwise stated below. 2 ampressor—Z-S-Years Deabor_-Zlears WondertserJ1L-Years Carts-/- -Years Labor Provided by 8m9ar In ode Pmt d Is Mcnday through Sunday. BREAKDOWNINVESTMENT Subtotal $� Permit$--`�� //��/�J� (($ $ Utility Rebate $TMJ— $ Man. Rebate $ $ Misc Credits $ Totallnvestments $ / ExtendedW $. t -. G Balance Due TERMS: Any financing m hours prior to stardng any work Balance Due to Technician Upon teflon Ag Yem COWIM RWewtalhre SigmUft - Data Ucense s CAC059159, 94CME15M U16711. DeE000413. ER001MM DETAILS OF WORK PERFORMED IO- � . J Iff, . ■ ■ tj Ir � ■ ■ 1 s J2 /y", /v cu tamer S44jure 9 1 Dam SEE FOR TERMS AND CONDITIONS tdI Property Search Application - Miami -Dade County http://www.mianiidade.gov/propertysearcb/#/report/sununary Summary Report Property Information Folio: 11-3206-014-3510 Property Address: 1070 NE 96 ST < Owner MARTY CHRISTOPHER MCGRAW Mailing Address 1070 NE 96 STMIAMI , FL 33138 Primary Zone 1400 SGL FAMILY - 3001-3250 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/1 Floors 1 Living Units 1 Actual Area Sq. Ft Living Area Sq. Ft Adjusted Area 2,560 Sq. Ft Lot Size 10,650 Sq. Ft Year Built 1950 Assessment Information Benefit Type 2014 Year 2014 2013 2012 Land Value $202,683 $134,862 $128,509 Building Value $315,344 $318,953 $204,247 XF Value $27,775 $28,080 $30,191 Market Value $545,802 $481,895 $362,947 Assessed Value $463,710 $481,895 $214,380 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Assessment 2012 County $799,000 28620-4184 Qua[ by exam of deed Exemption Value $680,000 $148,567 Cap Reduction Taxable Value $413,710 Portability Assessment $82,092 exam of deed Reduction 2008 and prior year sales; Qual by $25,000 $25,000 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 8 & E1/2 OF LOT 9 BLK 81 LOT SIZE 75.000 X 142 OR 13920-3034 1288 1 Generated On: 8/14/2014 Taxable Value Information Se, ous Price Qualification Description ale04/19/2013 2014 2013 2012 County $799,000 28620-4184 Qua[ by exam of deed Exemption Value $680,000 $50,000 $50,000 $50,000 Taxable Value $413,710 $431,895 $164,380 School Board exam of deed Exemption Value 2008 and prior year sales; Qual by $25,000 $25,000 $25,000 Taxable Value $438,710 $456,895 $189,380 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $413,710 $431,895 $164,380 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $413,710 $431,895 $164,380 Sales Information Se, ous Price Qualification Description ale04/19/2013 BookOPage $799,000 28620-4184 Qua[ by exam of deed 02/01/2012 $680,000 27985-4219 Qual by exam of deed 2008 and prior year sales; Qual by 12/01/1988 $128,000 13920-3034 exam of deed 2008 and prior year sales; Qual by 02/01/1979 $80,000 10300-1469 exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfnfo/disclaimer.asp (http://www.miamidade.gov/info/disolaimer.asp) Version: 1 of 1 8/14/2014 3:31 PM 1'-4, %-IqS Miami Shores Villacie NW Ysr O COMPLIANCE WITH ALL FEDERAL n " (-n[ INTY nt fl FS AND FIFOULATIONS i Shores Village Aiding Department 10050 N.E.2nd Avenue imi Shores, Florida 33138 Tel. (305) 795 2204 Fax: (305) 756.8972 PERMIT NUMBER: MC 114 11 C, S conditioning replacement permit applications. Each unit change -out must be on its own data are not acceptable. Job Address (where the work is being done): 1070 NE 96 ST 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 ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ® ARHI Sheet Attached: YES ® NO ❑ Contract Attached: YES ❑x ..0000 00000 0 000000 0 UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER RUUD NIIVSP20060 AHU or PKG. UNIT MODEL # TAINAM060 H413060 COND. UNIT MODEL # 4TTR6061 660010 6 .. KW HEAT 10 S • NOM TONS s AHU• QU !PKG 1 M.C.A AHU CU PKG AHU 6U CU 60 0PK690 2 M.O.P AHU 60 CU PKG AHU' * "GU * PR9" 3 VOLTS AHU CU PKG PKG / PKG UNIT • • • 6 • • 1 6 EERISEER 16 YES NO,,::: -REPLACING DUCTS YES NO YES* * * NO * REPLACING THERMOSTAT YES NO YE . ..' N0. .. NEW 4°CONCRETE SLAB YES NO YES• 6 0 • NO'o' NEW ROOF STAND YES NO YES• • 6 • NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 6 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 60 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: ALL YEAR COOLING Phone: 954.566.4644 State Certificate 4Reis n N. CAC05915 Certificate of Competency N. CMC537 Signature Date:- (4ualffier's signature only) ATTACHMENT OF - AC TO CONCRETE PAD EXAMPLE OF TYPICAL A/C UNIT LESS THAN 36V X x 36L INSTALL 4 CUPS PER UNIT, EXAMPLE OF LOCATIONS: TWO CUPS AT BOTH SHORT SIDES, ONE CUP AT EACH CORNER, ONE CUP EACH SIDE —, a rr F' 1. UNITS LESS THAN 36' W x 36' L USE 4 ANGLE CUPS. SEE BELOW (ONE EACH CORNER, ONE EACH SIDE, OR TWO EACH AT SHORT SIDES) WITH (2) STAINLESS STEEL OR ZINC PLATED #12 TEK SCREWS INTO UNIT. AND (1) Y4 x 1-Y4 TAPCON CONCRETE SCREW INTO CONCRETE PAD. 2. UNITS OVER 36' LONG IN ANY DIRECTION, USE. TWO (2) ADDITIONAL CUPS ALONG BOTH LONG SIDES. •••• • • • 6666 • • 0000" ' ' TYPICAL CONCRETE • 00000 • PAD OR DECK •9.699 9 9 • • 0 • 6900•• • 90••6••• 99 •••:•• 6600. 6.6••6 :•9:•••• 4 TYPES OF ANGLE CLIPS TO CHOOSE FROM .... ..9.99 *@'a*. 0000 :00 00; . 1. ^STA jLESS STEEL 16 GAGE ANGLE CUPS 1)r WIDE x Y BASE x4.5' AND 5.5' LONG 6:0906 i6666 . 6.6' 6 2. -90 16 GAGE ANGLE CUPS 1Xj' WIDE x 2' BASE x 4,5' AND 5.5' LONG • • •. • 69 6 • 6960 • • • • 3. ALWAINUti ANGLE CUP )r x IW WIDE X 2' BASE x 5' LONG Goes 4. ALUMINUM ANGLE CUP 3/8' x 3' WIDE x 3' BASE X 1.5' LONG CUP SPECIFICATIONS ARE ENGINEERED IN ACCORDANCE WITH THE CURRENT FBC VERSION 2010. IN ACCORDANCE WITH ASCE 7 2010 WIND LOAD AND FOUND IN SECTION 301.12 OF THE MECHANICAL CODE AND SECTION 1620 OF THE BUILDING CODE MILTON CLIBAS, P. E., INC. CONSULTING ENGINEERS P.E. # 51902 C CA # 27267 S.I. # 6999901 1302 NE 125 ST NORTH MIAMI, FLORIDA 33161 PHONE; (305) 891-4174 FAX (305) 891-4175 www.miltoncubaspe.com E MAIL miltoncubas@msn.com 01$ 1/4 "ASCE705W.xls" Program Version 1.0 WIND LOADING ANALYSIS - Chimneys, Stacks, and Vertical Tanks Per ASCE 7-10 Code -for Cantilevered Structures Classffied as Other Structures - V= 176 mph (Wind Map, Figure 6-1) Class. = II (Occupancy Category form Table 1-1) Exposure = C (Exposure Category from Sect. 6.5.6) Wind Kzt = ..1.00 (Topographic Factor from Sect 6.5.7) h = 3.00_ ft (Height of Stack/Tank itself) Hb = 6.00 ft (Ht. of Stack/Tank Base Above Ground) D = 3.00 ft. (Diameter or Width of Surface Normal to Wind) Shape? Square (Round, Hexagonal, or Square) 6 = 0.010 (Damping Ratio = 0.010-0.070) Ct = 0.0412 (Period Coefficient = 0.020-0.035 Kd = 0.90 (Direct Factor, Table 6-4) Wind Load Tabulatl Cf = 1.300 (Force Coef. from Fig. 6-21) z I Kz I qz If z < 15 then: Kz = 2.01'(15/zg)"(2/a) If z >=15 then: Kz = 2.01•(z/zg)A(2/a) a = _9.50 (Table 6-2) ... j!g = 900 (Table 6-2) ...: I=.. 1A0 (Table 6-1) (Import. Factor) �.... h/D = 6 6.008 • %req:, f = 10.648 Hz. (f >=1) Rigid • • 6 • • •0 G = ..Q.86b (Gust Factor, Sect 6.5.8) 0.0080 0 08 .. 68 . . 0 . . 0000. 6 .. 660006 00" • � • • VgIQgh Fressuse (5e�t. 6.5.10, Eq. 6-15): • ; qz a 0.00256•Kz#lKWKd'V^2'I 0 0.8.0. 0:0009 N911P69 gn Whitt 6ftures (Sect. 6.5.13): . • p=•q2*G*Cf (pn. • 6. .80080 08.0 . 6 Net Mign Wind Forces (Sect. 6.5.15, Eq. 6-28): F = qz'G"Cf D (Ibt t) EV(total) = 0.60 kips EM(total) = 1. 4.52 ft kips Elevation on for Stack / Tank 6^00 1 0.85 I _60.58 66.95 200.84 6.00 0.85 60.58 66.95 200.84 . . . . . . . . . . . . . . . . . 1 of 3 3/26/2012 11:32 AM 2/4 "ASCE705W.xis" Program Version 1.0 Flexible? No f >=1 Hz- 1: z I: Simplified Method for Rigid Structure G = 0.85 rameters Used in Both Item #2 and Item #3 Calculations (from Table 6-2): e = 0.105 b" a(bar) = 0.154 b(bar) = 0.65 C s(bar) z(min) = 15 fL Calculated Parameters Used in Both Rigid and/or Flexible Structure Calculations: z(bar) = 15.00 = 0.6*h , but not < z(min) , ft. Iz(bar) = Q.228 = c*(33/z(bar))"(1/6) , Eq. 6-5 Lz(bar) = 427.06 = l *(z(barY33ft(bar)) , Eq. 6-7 gq = 3.4 (3.4, per Sect. 6.5.8.1) gv = 3.4 (3.4, per SecL 6.5.8.1) gr = 4.720 = (2*(LN(3600*f)))A(1/2)+0.577/(2*LN(3600*f))A(1/2) , Eq. 6-9 1=(1/(1+0.63*((B+hyLz(bar))AO.63))A(1/2), Q = 0.979 Eq. 6-6 see* =15.4*fD/(V(bar,zbar)) 2 "Calcvlation�fG dor Ri id Structure 0:006: G = 0.914 = 0.925*((1+1.7*gq*lz(bar)*QY(1+1.7*gv*lz(bar))) , Eq. 6-4 3: .C1ICulation• • Gf f r Flexible Structure •. • • • • P= ; e n,+ 19 Damping Ratio Ct = Jl•Q41 Period Coefficient '; • • •; T= • A QJ4 = Ct*h"(3/4) , sec. (Approximate fundamental period) f = ..1Q."8 =1/T , Hz. (Natural Frequency) . 4fps) = • *:WA = V(mphr(88/60) , ft./sec. V(bafi jrAar) = • �j•A = b(bar)'(z(bar)r33r(a(bar))'V'(bti/bo) , ttJsec. , tq. b-14 2of3 3/26/2012 11:32 AM �' 0 • • • • •N1 = N.A. = f Lz(bary(V(bar,zbar)) , Eq. 6-12 "" Rn = N.A. = 7.47*N1/(1+10.3*N1 r(5/3) , Eq. 6-11 rlh = N.A. = 4.6*1"h/(V(bar,zbar)) Rh = N.A. _(1/rlhr1/(2'rlh^2)'(1-e^(-Z'qh)) for qh > 0, or = 1 for rlh = U, tq. 6-13a,b rlb = = 4.6*f D/(V(bar,zbar)) RB = N.A. = (1/rlb)-1/(2*rib"2)*(1-e"(-2*rib)) for rib > 0, or = 1 for rlb = 0, Eq. 6-13a,b rld = N.A. =15.4*fD/(V(bar,zbar)) RL = N.A. = (1/rid}1/(2*rld"2)*(1-e"(-2*rid)) for rid > 0, or =1 for rid = 0. Eq. 6-13a,b R = N.A. =((1/P)*Rn*Rh*RB*(0.53+0.47`RL))"(1/2) , Eq. 6-10 Gf = N.A. = 0.925*(1+1.7*lz(bar)*(gq"2*Q"2+gr"2*R"2)A(1/2)Y(1+1.7*gv*lz(bar)) , Eq. 6-8 Use: G 2of3 3/26/2012 11:32 AM 3/4 Y i i a �av�if^ �Ji�-yr�•i-'Y! ��., 53f9.x w 1 STAND Mian Cubes PE. Uta., Milan Cubes Met 26.2Dtx 11.32 AM Result Case: WZ IES NisuslAnslysis 9.00.1017 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • • •• • • •• • • • • • • • • • • • • • • • • • • • ••• • • ••• • ••• • 4 TYPES OF ANGLE CLIPS TO CHOOSE FROM • L. SMUSS S�=5Wa416LE•GRS 1 W WOE x 2" BASE x4.5" ANI) 5.5" LONG 0:Z " N11% CUPS ]I" WIDE x 2" BASE x 4.5' AND 5.s` LONG 3. Owl� 16i • tip *WIDE x 2' BASE x S. LONG 4. ALUkWW ANGLE CUP 4' x 3" WIDE x 3' BASE x 1.5' LONG C13� • or bpi n TENSION = 151 Ib I