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MC-17-124Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 9140 NE 8 Avenue Number: 4H Miami Shores, FL Permit NO. MC -1-17-124 p t Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: APPROVED Issue Date:1/20/2017 Expiration: 07/19/2017 Parcel Number 1132060440350 Block: Lot: Applicant JORGE A DE ROJAS Owner Information Address Phone CeII JORGE A DE ROJAS 9140 NE 8 AVE #4H MIAMI FL 33138-3248 (305)498-2168 Contractor(s) QUALITY AIR OF AMERICA INC Phone (800)753-7470 CeII Phone Valuation: Total Sq Feet: $ 3,450.00 0 Tons: 2 Additional Info: AC CHANGE OUT 2 TON Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 3 Date Approved: : In Review Type of Work: Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $2.00 $2.00 $0.80 $120.75 $9.00 $3.20 $140.15 Pay Date Pay Type Invoice # MC -1-17-62637 01/17/2017 Credit Card 01/20/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 90.15 $ 90.15 $ 0.00 Available Inspections: Inspection Type: Final Review Mechanical Review Mechanical In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z9airt§. Futhermore, I authorize the above-named contractor to do the work stated. Aut rFSharreture Applicant / Contractor / Agent Building Department Copy January 20, 2017 Date January 20, 2017 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECD TV1 D JAN 17 2016 BY: FBC 201 Master Permit No. m C. 11— 12 Ll Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION 0RENEWAL ❑PLUMBING ECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Q - JOB ADDRESS: C)l y O TOC CJ Akre. I-144 City: Miami Shores County: Miami Dade Zip: 33135 Folio/Parcel#: It- 32,06- O 1-114- Q 35 0 Is the Building Historically Designated: Yes NO .------- Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): G '1C.. . ? of Ccs Phone#: 3 o 5 - 44 S- 2 t 6� Address: Q I q O Iv City: 1Y) t a.w1. 511c, t -c.. State: FL_ Zip: 3 3 1 See Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 0 cta0i Jr ((c- p-w-c.v : G0.. Phone#: KOC) 7 53 WOO Address: C5 3? Collins Av c. City: 1.k oU4.t.Z (. 0.[.(n State: "F"L Zip: 3314 Qualifier Name: -Dart Flli IlirPhone#: ' O -7S'5 •- 7 410 State Certification or Registration #: CN\c. \-2...450 SSB Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 3 LI So Square/Linear Foota f Work: i Type of Work: ❑ Addition ❑ Alteration ❑New Repair/Replace Demolition Description of Work: A /C Cnarrnel i- a -* Q r ro N S a_ tIPJt'f) Specify color of color thru tile: '� �) Submittal Fee $ ' to Permit Fee $ d t� 1 �, , CF $ (i2&CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ a TOTAL FEE NOW DUE $ `0. t5 (Revised02/24/2014) " t: t• (0' ;,1-1 .1 ;:• • ( „ 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. Signature OWNER or AGENT The Oforegoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of JA VU 20 / ?" , by 20 day of Ja N , 20 / 7 , by ho is personally known to l ?iviLIJ ?17r Ile 9S , who is personally known to me or who has produced identification and wh NOTARY PUBLIC: 1 L C. as me or who has produced Sign: Print: Skr OSHER KHTEES Notary Public - State of Florida Commission N GG 18433 My Comm. Expires Aug 3, 2020 Ioeded ' . Mout Assn. Seal: identification and who. NOTARY PUBLIC: • Prin���� as Notary P;,-,,,.. yt•, , • Commisswn # GG 184,i 111 Comm. Expires Aug 3. 7.20 1 Seal: ************************************************************************************************************ APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk /11 LA ■EaI CERTIFIED® www.ahrid1rectory.org Certificate of Product Ratings AHRI Certified Reference Number: 8068135 Date: 12/5/2016 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: M4AC4024C1 Indoor Unit Model Number: M4AH4025A1000AA Manufacturer: INGERSOLL RAND COMPANY Trade/Brand name: AMERISTAR Region: All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, WV, WI, WY, U.S. Territories) 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:— — Manufacturer responsible for the rating of this system combination is INGERSOLL RAND COMPANY I' Rated as follows in accordance,with AHRI Standard 210/240-2008 for Unitary Air -Conditioning and Air -Source Heat Pump Equipment and subjectto verification of rating accuracy by AHRI-sponsored, independent, third 1 party testing: Cooling Capacity (Btuh): 24000 , ` EER Rating (Cooling): 12.20 `SEER Rating (Cooling): 14100- IEER Rating (Cooling): • . .� •- {r,r� .� l � r l 0 LPL * 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.ahrldlrectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahrldlrectory.org, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. ©2014 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: AIR-CONDITIONING, HEATING, & REFRIGERATION INSTITUTE we make life better" 131254309296173410 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 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): 91`-1 U r s /tVe. City: Miami Shores Village County: Miami Dade Zip Code: 33) 3 8 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES NO ❑ Contract Attached: YES 0/ UNIT BEING REPLACED DATA NEW UNIT N /lA rkI717617 MANUFACTURER Alv.4.6 Blas tttti&J- Opp PKG. UNIT MODEL # N! 1/AH 402SA/OOp/i gezt dctut OND. UNIT MODEL # Mill KW HEAT S 2 NOM TONS Z AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / �-- EER/SEER I y YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT Y€5 NO YES NO NEW 4"CONCRETE SLAB S NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): j D 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: ()mill (41 Air' of o t z r 1 G w Phone: State Certificate or Registration No. Signature (Revised02/24/2014) 'OU— 753-7yb Certific\ate of Competency No. /2 (Qualifiers signa /6 1-800-753-7470 6538 Collins Ave, Suite 49, Miami Beach FL 33141 Fax: 954-212-0444 info@qualityairofamerica.com•QualityAirOfAmerica.com License, Bonded & Insured # CMC1250558 "We Make Your AIR Great Again" Name 0L� E-mail: AGREEMENT Street7/�C/ th~ ' 1 C/G ;- M'- \e City j/27% / //2.2 77 Ip 3 3 77 Fax - We hereby submit specifications Cell ESTIMATE aINSTALL Date/Z Job#: Tech* -' 12 o 'L-7(7 Vertical NH Closet Garage NH Attic A/H Ceiling Mount New A/H Support Bracket New Aluminum NH Stand New NH Platform (Wood Box) Insulate Return Air Base New' Plywood Base Top Smoke Detector To Code New Emergency Drain Pan Reconnect Heat Recovery New Thermostat H ,V New Humidistat New De- Humidistat Condensate Pump 115v240v BRAND TONNAGE S.E.E.R CONDENSER UNIT AIR HANDLER UNIT PACKAGE UNIT HEATER YEARS OF WARRANTY Labor %1 arts7ompressor REMOVAL: DATE INSTALLED: and estimates for : X boxes = yes Water Cooled Unit Condenser on Ground Condenser on Roof Condenser Wall Bracket New Concrete Slab Hurricane Strap To Code Vibration Pads New Roof Stand Seal Roof Stand New Steel Wall Bracket New Unit On Existing Mount New Float Switch System Start Up and Test New AMP Disconnect at A/H Package Unit Mobile Home Package Unit On Ground Package Unit on Roof Package Unit on Wall Bracket New Refrigerant Lines UV -Light Reconnect To Existing Lines Liquid Line Size_ ft_ Suction Line Size ft Insulate Suction Line (Armaflex) New Drain Line Insulate Drain Line (Armflex) Reconnect To Existing Drain Line Reconnect to Existing Electrical Filter Rack New _AMP Disconnect or Breaker at Condenser OPTIONS # 1 OPTIONS # 2 e V /`e(deM /i, CrO 2/ /GHQ ,q/ /?/ Y /4 t-1�/�'� l� d/�--/i--(V/Y/ 2z5R/ W,/J Sek-(e /‘/a3/7.. 7 /1 Date: Time: ❑ A.M Date: Time: 0 A.M New Duct System ( See Plans ) Add New Supply Duct (See plans) Add New Retum Duct ( See Plans) Reconnect to Existing Ductwork UV -Light El Indoor Air Purification System Balance Air Flow New Retum Grill Replace All Supply Air Grills Replace Supply Air Riser (Plenum) New Electrical Whip Crane Service Permit Residential ❑$350 D$500 Remove Old Equipment from Premises New Line Chase Cover EXISTING EQUIPMENT Condenser # Air Handler # Dimensions (HxWxD) SERVICE CONTRACTS Includes 2 annual maintenance visits check complete system & flush drain line 1=11 year ❑ 2 year ❑ 3 year 1=1 4 year El 5 year $198 $345 $415 $525 $649 RECOMMENDATIONS / NOTES.Total Before Rebate /5 9-�f r- e- v. -r c c -'Y//7 FPL Rebate o � ` / Z 9 <�C/ 74Z -.)/lie i?7/l��/l 5 GZ Y//1 Discount / Rebate 77 rte/--, .__?��j-.4 7% Hazzard Disposal .'P `/69-7—tom )---,(--,---67, V Sub -Total .572 /-7C'`G•G' /-��,iy/ cc- 1-7(5XyCl Deposit 4 r/' ec_ ' v/ e-t7�0 Balance Due AGREEMENT PAYMENT OPTIONS I hereby Authorize Quality Air of America to charge the listed credit card for the amount of $ Paid by 0 Cash ❑ Check # 0 Visa❑ Master Card 0 AMEX 0 Discover CW DL # Name on Card: Exp Date CC # By signing below custom additional service any charge f• Custome orized by cu dditional services ill be charged a 15 ormance of the above services and agrees to the term & conditions set forth of the reverse side of this agreement with regard to these services or any mer at the time these services are performed. Customer also agrees to pay in full the charges referenced above including all applicable taxes together with horized by customer at the time the services are completed. We are not responsible for any paint chipping when registers are removed. estocking fee if customer cancels this agreement on the scheduled installation. Custo Date. Bri-Ko Engineering, Inc., Structural Analysis Calc Sht: EC -1 Description: Dwg Refirence: Code: Florida Building Code 5th Ed. (2014) and ASCE 7-10. Design Methodology and Load Combinations: Design Method: Load Combos: FBC Eqn. 16-15 INGERSOLL RAND - AMERISTAR 13/14 SEER SPLITS OUTDOOR CONDENSING UNITS PAD MOUNT CONFIGURATION AND ANCHOR SELECTION - WIND LOAD EXAMINATION Spreadsheet designed by: B. Schwartz, PE Date data input: 1 -Oct -15 Mechanical Equipment on Concrete Pad Calc Structural Analysis of concrete pad mounted mechanical equipment to resist wind forces. ENG -1 I ASD = 1.65 0.60+ 0.6 W Wind Farces: based on FBC 2014, 1620.6, 6 =h, B = L Wind Design Requirements: Ultimata Design Wind Speed, Vult (3 -sec gust): Nominal Design Wind Speed, Vasd: Risk Caggory: IV Helght,h: 15 ft Exp, CaVgOry: C Enclostne Cat. Not Applicable Veloclt4Pressure qh = 0.00256 K,K,1K4V' (Ib/ft') F = gy(Z,)Ay (GC,) v,l= 1.0 vert. 1.1 lat. 186 mph 144 mph Eqn. 16-18 0.67 D +10.78 W Miami Dade Wind Directionality Facto , Kd: Topographic Factor, Kzt: Vel. Pres. Exposure Coef., Kz: Gust Effect Factor, G: 0.90 1.00 0.849 0.85 qh= 67.7 psf Ever, FIat:1 67.7 psf, 74.4 psf ENGINEERING CONFORMANCE ANALYSIS: CODE: FMC and FBC 5th Ed. (2014), ASCE 7-10 MIAMI-DADE WIND SPEED = 186 MPH THE TABLE SHOWS PAD SIZE AND ANCHOR TYPES FOR VARIOUS MODELS OF AMERISTAR 13 and 14 SEER OUTDOOR EQUIPMENT FROM 1.5 TO 5 TONS THAT SATISFY THE REQUIREMENTS OF THIS ANALYSIS. AMERISTAR Models: TABLE A-2 Pad and anchor Requirements o r . R. T 3 Pad Size, minimum (in.) i B t ,1:,- i n = Model families M4AC30, M4AC40, M4HP30, Weight Length Width B Height Mount Recess and M4HP40 in the cabinet sizes: Range (lbs) C (in.) (in.) A (in.) E (in.) F (in.) W, D, t Cabinet Size 1 119 to 132 21.9 21.9 24.9 2.8 2.0 A-1 5-1 38, 38, 4 4 M4.5 Cabinet Size 2 128 to 136 23.6 23.6 24.9 2.8 2.0 A-1 5-1 42, 42, 4 4 M4.5 Cabinet Size 3 156 to 165 28.0 28.0 24.9 2.8 2.0 A-1 5-1 44, 44, 4 4 M4.5 Cabinet Size 4 143 to 1.72 29.1 29.1 24.9 2.8 2.0 A-1 S-1 45, 45, 4 4 M4.5 Cabinet Size 5 145 to 200 28.0 28.0 29.9 2.8 2.0 A-1 5-1 48, 48, 4 4 M4.5 Cabinet Size 6 200 to 213 28.0 28.0 33.2 2.8 2.0 A-1 5-1 48, 48, 4 4 M4.5 Cabinet Size 7 185 to 240 29.1 29.1 33.2 2.8 2.0 A-1 S-1 48, 48, 4 4 M4.5 e el Point P. Structural Analytical Model Limit SPtes: Select model tl for Illustration purposes)Cabinet Size 4 ' Verify lad and anchor clearances: Anchor critical edge distance is 12d = 4.5"for 0.375" dia. Distanet from pad edge to AC unit= 8 in. CHECKS OK Dist fron pad edge to anchor center = 5 in. CHECKS OK ResIsta Ce to Pad overturn: Use Load Combo: 0.67 D + 0.78 W FBC 1605.3.2 Eqn. 16-18 Concree Pad wt: 703 lbs Moverturn = 0.78•(Pwh•Area•(A/2+t)+Pwvarea•(pw/2)) = 11.8 k -in Mdeadwt = 0.67'(pad+ unit wt•(D/2)) = 12.8 k -in CHECKS OK Reslstarce to sliding: Use Load Combo: Reqd Sitar = 0.60•(Pwh'Area) = A= 5.0 sf NominlShear from Table A-1 •4 anchors = Anchoi7old down: Use Load Combo: Reqd Oertrn M = 0.78•(Pwh'Area'A/2+Pwvarea•E/2-Wt•E/2)= NomineAnchor pull-down from Table A-1 • 2 anchors = SMS Irilip to Frame hold down: NominbAnchor pull-down from Table A-3 • 2 anchors = 0.60 D + 0.60 W 225 lbs 1670 Ibs 0.67 D + 0.78 W 6.5 k -in 13.3 k -in FBC 1605.3.1 Eqn. 16-14 CHECKS OK FBC 1605.3.2 Eqn. 16-18 CHECKS OK 8.8 k -in CHECKS OK EquiprOnt Integrity: Sheet metal cover fastener resistance Analysilbased on AISI 5100.2007 "Cold Formed Steel Structural Members", Section E4: Screw Connections Led Combo: 0.60 D + 0.60 W Fw = 225 lbs See above Min ntnber of screws per long side: Numbeof screws provided: 12 CHECKS OK Screw[ e, washer dia. (d, dw): (M4.5, 0.283 in.) Thknespf mtl shell, frame (tl,t2): 0.024 in. 0.079 in. Screw Old strength: 55 ksi Allowate tensile strength/screw: 249 lbs Since ASD: Allow* pull -over strength/screw: 169 lbs 0=3.0 Note: minimum required screws on the largest size is set to 4. 2 I^ a LL.I Fr. [t1 O ANCHOR CLEARANCES CONDENSER aY-1 ANCHORS SESEETTAS.AMES A-1..,, PAD �x--{ X. PAD EDGE TO ANCHOR CENTER Y. PAO EDGE TO EOUIPMENT. SET 1020'M14 FIG "A-1" EQUIPMENT AND PAD EQUIPMENT- / B 7-/ CONCRETE PAD ANCHORS NOT NOT SHOWN. SEE FIGA-1 CONCRETE PAD NOTES: 1. Concrete is min 3000 psi and normal weight of 150 pcf. 2. Thickness, 1, is 4" min unless otherwise noted. TABLE A-1 ANCHOR TYPE AND STRENGTH SYM ANCHOR MANUFACTURE LENGTH DESCRIPTION R EMBED N STRENGTH AT MIN EDGE DOTANCE oisr PULL OUT (LBS) SHEAR (LBS) A-1 1/4.TAPCONHWH ITW 1-3/4" 4.5" 505 417.5 A-2 1/4' Wedge Bolt POWER FASTENER 1-1/2" 4" 360 550 Notes: 1. Strength of concrete 4 min 3000 pal with minimum safety fa for of for the anch rs. 2. Pullout and shear or wedge anchor are at critical edge distance 12xd shear and Bad tension. 3. Engineering talcs of anchor strength use type "A-1"; however, Type "A-2" Is permissahle. Table A-3 SMS from Clip to Frame (lbs) SYM Description Pull Shear 5-1 68 ASTM C1513 Self Tapping 145 335 5-2 410 ASTM C1513 Self Tapping 180 535 Note: Safety factor of 3 applied. Do not exceed 3/8" long Input Criteria: Design Check: Nomnal / Reqd 51.00 = OK i o ii °r u a vt g O ¢o.. ¢ H v, o. 1.14 2.64 9.87 1.75 1.27 2.51 9.14 1.66 1.11 2.18 7.71 1.45 1.10 2.10 7.41 1.40 1.14 1.71 6.44 1.14 1.10 1.56 5.79 1.04 1.02 1.49 5.57 NOT OK Pad edge to Anc (X), min: Concrete Pad weight: 4.5 in. 150 pcf U It to anchor min,mas: 0.75 in. 2.0 in. Pad edge to AC It (Y), min: 2.0 in. GENERAL NOTES: 1. THIS ENGINEERING REPORT DOCUMENTS THE ANALYSIS OF THE PERFORMANCE OF HVAC MECHANICAL EQUIPMENT TO MEET WIND LOAD OVERTURN AND ANCHOR STRENGTH. 2. THE ANALYSIS CONFORMS TO THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) AND ASCE 7-10 DESIGN WIND LOADS - OTHER STRUCTURES SECTION 29.5. NOTE: THE CONCRETE PAD AND AC UNIT ARE NOT SET ON A ROOFTOP BUT ACT AS A STAND-ALONE STRUCTURE. 3. THE LOAD PATH VERIFIED IS FROM THE EQUIPMENT AS A SINGLE UNIT, ENCLOSURE FASTENERS, T1E-DOWN CLIP ANCHORS TO CONCRETE SLAB. 4. PADS ARE EITHER POURED IN PLACE OR PRE -FABRICATED NORMAL WEIGHT CONCRETE WITH A MINIMUM STRENGTH OF 3000 PSI AND ARE LOCATED AT GROUND LEVEL. 5. ANCHORS USED TO FASTEN THE CONDENSER FEET TO THE CONCRETE PAD ARE DEFINED IN TABLE A-1, SPECIFIED IN TABLE A-2. THE EMBED IS SPECIFIED IN TABLE M1. THESE ANCHORS ARE TYPICALLY MANUFACTURED FROM HEAT-TREATED STEEL AND CORROSION RESISTANCE SPECIFIED BY THE MANUFACTURER. 6. UNIT MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. 7. TIE -DOWN CLIPS SHALL HAVE MINIMUM THICKNESS AND WIDTH A5 SHOWN IN FIG. 8. CALCULATIONS HAVE BEEN PERFORM USING MINIMUM WEIGHTS OF THE MODELS (WORST CASE). CALCULATIONS: OVERTURN: 1. THE CRITICAL WIND LOAD IS ON THE LONG FACE OF THE CONDENSER. 2. THE MOMENT CREATED BY THE WIND LOAD MUST BE RESISTED BY THE MOMENT CREATED FROM THE WEIGHT OF THE PAD AND THE CONDENSER. CLEARANCES: 3. DISTANCE FROM THE EDGE OF THE PAD TO THE UNIT MUST BE GREATER THAN 2.OIN. 4. DISTANCE FROM THE EDGE OF THE PAD TO THE CENTER OF THE ANCHOR MUST BE GREATER THAN THAT SPECIFIED IN THE TABLE 5-1. ANCHOR STRENGTH: 5. THE SLIDING RESISTANCE 15 TRANSFERRED TO THE PAD BY THE SHEAR STRENGTH IN THE ANCHORS. LOAD COMBINATION FBC Eon 16-15. 6. OVERTURN RESISTANCE 15 TRANSFERRED TO THE PAD BY THE ANCHORS. CONFIG AND ANCHOR STRENGTH BASED ON MIN EDGE DISTANCE YIELD MOMENT RESISTANCE. ENCLOSURE FASTENERS: 7. THE METAL SHELL FASTENERS MUST RESIST THE NEGATIVE WIND PRESSURES CAUSING TENSILE STRESS IN SCREWS AND PULL -OVER EFFECTS OF SHEET METAL Issue Date: 10/1/15 Sheet: ENG -1 Page 1 of 1 Dwn By: B.S. Dwg Size: llx 17 Doc: Amer_SEER13/14 Pa dMount ...... BRI -K0 ENOINEEFW ATdCC'','C cc': -14., iCen.Ol A,nn.: a27e al No6i VHl 14960SW31e15T. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2016 THROUGH SEPTEMBER 30, 2017 DBA: Business Name: QUALITY AIR OF AMERICA INC Receipt #:).-.8,OTHER2TYPES CONTRACTOR Business Type: (MECHANICAL CONTRACTOR ) Owner Name: DARIUs PHILLIPS -QUALIFIER Business Opened:lo/o5/2016 Business Location: 403 NW 10 TERR State/County/Cert/Reg:CMC1250558 HALLANDALE Exemption Code: Business Phone: 800-753-7470 Rooms Seats Employees 5 Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: QUALITY AIR OF AMERICA INC 403 NW 10 TERR HALLANDALE BEACH, FL 33009 This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. 2016 - 2017 Receipt #02C-16-00000447 Paid 11/02/2016 27.00 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT,OFBUSINESS AND PROFESSIONAL REGULATION • CMC1250558 06/08/2016 —•• CERTIFIED MECHANI'OAI.CONTRAC:TOR PHILLIPS, DA121LS_: _..• ; ,�. _ QUALITY AIR OF AMERICA<INC IS CERTIFIED under the provisions of Ch.489 FS. Expiration date , AUG 3i. 20i8 L1606080000405 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER CMC1250558 The MECHANICAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 vour PHILLIPS, DARIUSJ' A— h QUALITY AIR OF AMERICA INC: 6538 COLLINS AVENUE_SUITE.49 "- MIAMI BEACH f---FC33141 4 4p ^•' vtu • ISSUED: 06/08/2016 • _. DISPLAY AS REQUIRED BY LAW 1—Is o0--153 _1Lc-�� SEQ # L1606080000405 H L-I t —7 C`71Y5 FLcDcDU Fr 35.s L+MG- 1-op552.o2o1}.=