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MC-16-2229 3 w 3 d s$j4� f W 3 �h Miami Shores Village 10050 N.E.2nd Avenue NE � Miami Shores,FL 33138-0000 1 � 'e�Stltl ";Ai" 'I Phone: (305)795-2204 a Expiration: 02/14/2017 Project Address Parcel Number Applicant 800 NE 91 Terrace 1132060050390 BANCROFT INVESTMENTS, LLC . Miami Shores, FL Block: Lot: Owner information Address Phone Cell BANCROFT INVESTMENTS, LLC 7950 NE BAYSHORE Court (786)241-6627 MIAMI FL 33138- 7950 NE BAYSHORE Court MIAMI FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 5,800.00 AIROLOGY INC (754)366-5380 Total Sq Feet: 0 Tons:3 Available Inspections: Additional Info:A/C AND DUCT REPLACEMENT. I LInspectionype:Classification:Residential Approved:In Review Comments: Date Approved::In Review anicalDate Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# MC-8-16-60916 DBPR Fee $3.05 DCA Fee $3.05 08/18/2016 Credit Card $ 177.70 $50.00 Education Surcharge $1.20 08/08/2016 Credit Card $50.00 $0.00 Permit Fee $203.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $227.70 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 wil!,jtxe done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do th ork st August 18, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 18,2016 1 lVilldiiii aiiuiCZ) viiicige A G 0 8 016 Building Department ` 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 BY: I Tel:(305)795-2204 Fax:(305)756-8972 44 INSPECTION UNE PHONE NUMBER:(305)762-4949 FBC 20 ( ' BUILDING Master Permit No. "Qc2271 - PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ®PLUMBING MECHANICAL [:]PUBLICWORKS ® CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 800 NE 91 st Terrace JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 261 Folio/Parcel#: I I ,E0U QCT C3Ci[) Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: Edmund Phillips 12aNCt (713) 492-7390 OWNER:Name(Fee Simple Titleholder): �CJ� C � lJfione#: Address: 800 NE 91 st Terrace Miami FI 33138 City: State: Zip: Tenant/Lessee Name: Phone#: Email: edmund.phillips@wartsila.com Airology Inc (954)797-6061 CONTRACTOR:Company Name: Phone#: Address: 6412 N University Dr Tamarac FI 33321 City: State: Zip: Qualifier Name: Kimroy Turner Phone#: (954)864-3153 State Certification or Registration#: CAC1816617 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ rn,'yDo Square/Linear Footage of Work: Type of Work: ❑ Additio ❑ Alteration ❑ New ❑ air/Replace ❑ Demolition Description of Work: Specify color of�color thru tile: Submittal Fee$ go of ' Permit Fee$_ CCF$ CO/CC$ Senning Fee$ Radon Fee$ 3 OG DBPR$ Notary$ Technology Fee$ 4 (9 Training/Education Fee$ Double Fee$ Structural Reviews$ Q Bond$ TOTAL FEE NOW DUE 9 .�� 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 he absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature' Signature OWNER or AGENT CONTRACTOR The forging instrumen was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20�_,by day of 20 ,by who is personally known to pC who is personally known to me or who has produced 552 v ,S'6q 72 1.5Z-I as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC.^ NOTY PUBLIC: Sign: Sign 2a�22�— r Print- l Prin � XC , I! I1iX a sG o I)F Pubft State of Flonda a " Elizabeth Yelin Seal: Seal: spy Commission FF 063558 ,�A" JESSICA FENCER �orIVo� EVIrss 10/16/2017 =' •'; MY COMMISSION#FF97E656 EXPIRES March 29,2020 #### APPROVED BY aQ Plans Examiner Zoning Structural Review Clerk 7/25/2016 Property Search Application-Miami-Dade County 0 FFICE OF THE PROPERTY APPRAISER Summary Report Generated On:7/25/2016 Property Information Folio: 11-3206-005-0390 Property Address: 800 NE 91 TER Miami Shores,FL 33138-3218 Owner EMILE SAINT FLEUR JTRS ROSE JEANNOT JTRS Mailing Address 800 NE 91 TER MIAMI,FL 33138 USA Primary Zone 0900 SGL FAMILY-1901-2100 SQ Prirrary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT i Beds I Baths f Half 3/2/0 '- Floors 1 , #. Living Units 1 Actual Area 1,777 Sq.Ft Living Area 1,182 Sq.Ft Adjusted Area 1,479 Sq.Ft Taxable Value Information Lot Size 7,233.8 Sq.Ft 2016 2015 2014 Year Built 1954 County Assessment Information Exemption Value $50,0001 $50,0WI $50,000 Year 2016 2015 2014Taxable Value $76,2611 $75,3841 $74,389 School Board Land Value $159,366 $108,561 $101,074 Exemption Value $25,OWI $25,000 1 $25,000 Building Value $102,938 $102,938 $100,276 Taxable Value $101,2611 $100,3841 $99,389 XF Value $0 $0 $0 city Market Value $262,3041 $211,499 $201,350 Exemption Value $50,000 $50,0 $50,000 Assessed Value 1 $126,2611 $125,384 $124,389 Taxable Value $76,2611 $75,384 $74,389 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $136,043 $86,115 $76,961 Taxable Value $76,2611 $75,3841 $74,389 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption 1 $25,0001$25,0001$25,000, Previous OR Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sale Price Book- Qualification Description Board,City,Regional). Sale Page Short Legal Description 03/16/2012 $100 28068- Corrective,tax or QCD;min consideration GOLDEN GATE PARK ADDN PB 6-130 11-01/2006 $0 25109- Sales which are disqualified as a result of LOT 13 BLK 3 4979 examination of the deed LOT SIZE 51.670 X 140 OR 213D6-0679 062003 6 06/01/2003 $20,000 2�� Other disqualified COC 25109-497911 2006 5 06/01!1988 $75,000 117 04- Sales which are qualified 50 The Offtce 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 Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http:/Avww.miamklade.govrinfolcfisclaimer.asp Version: 8/3/2016 , Printer Friendly Report Ye: �? VP Sons &V—otlnSamoa a a I t o Finan p I o & o s b s s es 1_8u I R c rd I Media Center I e e e y Ur BU ;INESS begins here Corporation Details Entity Number Gtlmrbetails 1555208 Business Name BANCROFT INVESTMENTS.LLC Filing Type DOMESTIC LIMITED LIABILITY COMPANY Status Active Original Filing Date 07/082005 Expiry Date Location: County: Agent/Registrant 6dorrnat0n EDMUND PHILLIPS 224 NORTHWOOD AVE APT 1 DAYrON,OH 45405 Effective Data:07/082005 Contact Status:Active bm"Pm for Ifftnnatlac ANGHARA PHILLIPS Flllng ape ETRICLES OF FghVs ORGANw^1"N/DOM.LQWITED LIABILITY CO Date of Flpng Document Number/lnrage 07/082005 0 51 g2 722 beww5.sos,state.oh'LW"r s/Ptp=10018.VR7833340M.:No:1&P18 TYPE,P18 NUM:CORP,15552p8 1/1 Limited Power of Attorney BE IT ACKNOWLEDGED that I, P �� Full name F4 /ZaZ7ZWAe undersigned,do hereby grant a Social security number IpD 'ver icense limited power of attorney to�J<� of Full N e E d Address Phone as my attorney-in-fact. Said attorney-in-fact shall have full power and authority to undertake and perform only the following acts on my behalf sign for and do all thingscessaryto this appointment(check only one option): 1 2. 3. The authority herein shall include such incidental acts as are reasonably required to carry out and perform the specific authorities granted herein. My attorney-in-fact agrees to accept this appointment subject to its terms,and agrees to act and perform in said fiduciary capacity consistent with my best interest, as my attorney-in-fact in its discretion deems advisable. This power of attorney is effective upon execution. This power of attorney may be revoked by me at any time, and shall automatically be revoked upon my death, provided any person relying on this power of attorney shall have full rights to accept and reply upon the authority of my attorney-in-fact until in receipt of actual notice of revocation. Signed this day of C> Signature STATE OF FLORIDA COL1NFY OF '"����h•L�' D T ing i r vyas.acknowledged before me this day of �d ,20A(,by Molb n d TKI I I QS who is rsonal ly k nown to me or o who has produced it t ide ification and who did(dd not)take an oath. Signature Print or type name Notary Public-State of Commission No. N►1 p "",���Marie Sandra Pierre Commission Expires, rP . p e��;CommissionFF06549t3 e� Expires:Oct.23,2017 a� OTARYAw AlrOI4 Inc Estimate 930 SW 50th Ave PLANTATION, FL 33317 (954)797-6061 Admin@airologyac.com httpJ/www.airologyac.com ADDRESS Edmund Phillips 800 NE 91st Terrace Miami, FL 33138 ESTIMATE# DATE 128.7 07/22/2016 ACTIVITY QTY RATE AMOUNT Mechwkxd EsIftle 1 1 5,800.00 5,800.00 To supply and install 1#3.0 ton Carrier system completed with all ductwork in attic(7#supply 8 3#returns, 2 over door), 50 CFM bath exhaust fan,copper line set(3/483/8), pvc drain line,concrete slab, located on west side of building, return and supply registers and all other miscellaneous parts required for installation. Removal and replacement of existing duct work. Addidonal IMormadon 1 0.00 0.00 Air handler to be located in living room in designated closet as discussed and outline at walk through. All permit running to be done by contractor Airology to provide all relevant information/documentation pertaining to equipment,vent location,slab for shop drawing to be submitted. Payment Schedule 1 0.00 0.00 33/33/33%schedule Contract signing, material onsite/rough inspection/final inspection. Warranty 1 0.001 0.00 5 years on all parts 1 year on labor Florida Constructlon Lien Lew 1 0.00 0.00 According to Florida's Construction Lien Law,those who work on property or provide materials and services and are not paid in full have the right to enforce their claim for payment against your property. If you fail to pay your contractor,your contractor may have a claim on yourproperty.This claim is known as a construction lien. ACTIVITY - QTY RATE AMOUNT Florin Homeowners'Con*ucdon Rewvwy Fuad 1 0.00 0.00 Payment may be available from the Florida Homeowners' Recovery Fund if you lose money on a project performed under contract, where the loss results from specified violations of the Florida Law by a licensed contractor. (section 713.001-713.37, Florida Statutes) For information about the recovery fund and filing a claim,contact the Florida Construction Industry Licensing Board at the following address: Florida Construction Industry Licensing Board 1940 N. Monroe Street Suite 33 Tallahassee, FL 32399 Phone(850)487-1395 Tenns:Terms 1 0.00 0.00 I have the authority to accept this proposal and the specifications and conditions above.Airology Inc. is authorized to perform work as outlined. It is agreed&understood by both parties that all equipment which is sold pursuant hereto shall not become permanent fixture until full payment is received. I agree that seller retains title to equipment and/or material furnished until final payment is made. If payment is not made as agreed,Seller can remove said equipment/materials at seller's expense.Any damage resulting from say removal shall not be the responsibility of seller. Buyers, by proper notification, have until midnight of the third(3rd) day after signing proposal to cancel without penalty or obligation. This proposal is valid for 30 days after issuance unless otherwise noted. Payment is due in full upon completion of installation TOTAL $51800.00 Accepted By Accepted Date ;., 6412 N.University Drive Suite 117 gy Tamarac,Fl.33321 954-797-6061 admin@airologyac.com Date:July 25,2016 State of: Florida County of: Miami-Dade Before me this day personally appeared Jk)(Mr who,being duly sworn,deposes and says: That he or she will be the only person working on the project located at: %Q) 9E a lbf I - worn to(or affirmed and subscribed before me this M of (J ,20A�,by Personally Known OR Produced Identification Type of Identification Produced JESSICA FENDER •'= MY COMMISSION N FF976656 i EXPIRES Much 29,2020 *49i"53 .0 m Print,Type,or Stamp Name of Notary www.afrologyac.com gUR Miami shores Village ° '` Building Department �OR11�A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 Notice to towner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. 7§ AAO.05allows corporate officers in the construction industry to exempt themselves from thus requirement for any construction obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ CONTENTS. THIS NOTICE AND UNDERSTAND ITS Signature• Owner State of Florida County of Miami-Dade {� �(�, The foregoing was acknowledge before me this day of 20j x_ By orot l . M M who is personally known to me or has produced as identification. Notary: SEAL °6sG� otary Public gtate� ontla in ' •�orAo'o My commission FF 063558 EXPires 10/16/2017 Miami Shores Village Building Department ;.s. pal" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 took { Tel:(305)795.2204 °•4_. `_r Fax:(305)756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER:•IqC **age- 000000 •• • •• • This form must accompany ALL air conditioning replacement permit applications. Each gqit ctange-6bt must •••• • be on its own data sheet.Multiple units on single sheets are not acceptable. •...• •... Job Address(where the work is being done): V f" •••••. • City: Miami Shores Village County: Miami Dade Zip ...... ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID C&1C1tETE.*-.IAB 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 ff ARHI Sheet Attached:YES Eg"NO❑ Contract Attached:YES UNIT BEING REPLACED MANUFACTURER DATA NEW UNIT e., AHU or PKG. UNIT MODEL# COND.UNIT MODEL# C KW HEAT �y NOM TONS �1coa AHU CU PKG 1)M.C.A AHU CU PKG AHU U PKG 2)M.O.P AHU CU PKG AHU C co CU -aO PKG 3)VOLTS AHU U PKG PKG UN PKG UNIT j�-f-- EER/SEER YE NO REPLACING DUCTS Y NO YE NO REPLACING THERMOSTAT NO NO NEW VCONCRETE SLAB E NO Y N NEW ROOF STAND )OLS YE 1 NO NEW RETURN PLENUM BOX tM NO 1. Minimum Circuit Ampacity(Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 4 3. Voltage of Circuit(208 240 480): 4. Size Disconnecting Means:((�� l Contractor's Company Name: Al r c1 T Phone:CC[54�W T- LY-o l State Certificate or Registration No Certificate of Competency No. Signature Date: `112_ 12 l�O (Qua ei' s(gnature) 1 1 1 1 1 Certificate ®f Product Ratings 0000 AHRI Certified Reference Number:7850478 Date: 7/25/2016 •• Product: Split System:Air-Cooled Condensing Unit,Coll with Blower •••;•• •0 0 ••• 0000.. Outdoor Unit Model Number: CA14NA036****A 0 0 00 0000 • 0 0 0 • .000 0000 ... Indoor Unit Model Number: FB4CNF036L 9.0 0•• 960600 0 0 0 Manufacturer:CARRIER AIR CONDITIONING 00 •' •• • 000000 Trade/Srand name:CARRIER AIR CONDITIONING • 00000. Region:Southeast and North(AL,AR,DC, DE,FL,GA, HI, KY, LA, MD, MS, NC, OK, UP TK T)I,Vq,:0 :060 AK, CO, CT, ID, IL, IA, IN, KS,MA,ME, MI, MN, MO, MT, NO, NE, NH,NJ, 0• NY,OH,OR, PA, RI, SD, UT,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 reglon(s)for which they meet the regional efficiency requirement. Series name: 14 SEER PURON AC Manufacturer responsible for the rating of this system combination Is CARRIER AIR CONDITIONING Rated as follows In accordance with AHRI Standard 2101240-20M for Unitary Air-Conditloning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, Independent,third party testing: Cooling Capacity(Btuh): 33400 EER Rating(Cooling): 11.70 SEER Rating(Cooling): 14.00 IEER Rating(Cooling): '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, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION AREFRIOERATION imsTITUTE The Information for the model cited on this certificate can be verified at www.ahrldirectory.org,dick on"Verify Certlflcate"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. ©201.4 Air-Conditioning,Heating,and Refrigeration Institute [CERTIFICATE NO.: 13113953168908616D •• •• •• •• GENERAL NOTES . . . . . . . . . . '� " ' • • 1. SECTION PROPERTIES YeRE DERIVED BY THE MANUFACTURER, • _ '-- SEE COMPONENT (PARTS) g • •_+ •; ;. DRAWINGS BY UTC. 2. MAXIMUM UNIT WIND DESIGN BY "' & • ' •�• VISUAL COMPARISONS OF MODELS - :`` ° �p IN EACH GROUP 15 USED FOR THE • ANALYSIS. • ' ' ' 5. ALL UNIT COMPONENT (PARTS) • ATTACHMENT TO EACH OTHER HAVE A . • • . . • " MINIMUM OF (5) 10-I6 TECH SCREWS PROVIDING A CAPACITY OF 2,"S LBS IN SHEAR (S.F.=5) _ 441' Biu I` USE T0042 - 2°X4". 15 ga. j41 "STEEL TIE DOWN CLIPS. BY BMP INT. INC • (6-x10 GALV) AS, 5HOM, • , ' PRODUCT APROVAL Z • FL#1425983 O SEE DETAIL . W V 4 (2) #12-14 x P LG (HY S) HILTI KWIK-FLEX Lu BASE PAN SELF DRILLING STEEL SGREA W WASHERS, a 1 ( G 2° OR EQUIVALENT. .045" MIN THI FOR CONCRETE FOUNDATION ATTACHMENT USES m ,A �16z (2) J"OX 24" LG HEX HEAD STAINLESS STEEL. BUILDEX 0 O TAPGON STEEL SCRE015 (SW44-214) AND �j d &V STAINL.E55 STEEL KASHER5 OR a (2) J"mX 2j" L.6 HEX HEAD BLUE COATED BUIUXX TAPWN SCREWS *44-214) AND JuO STAINLESS " n STEEL WASHERS OR CLIP DETAIL (2) PO -2 (2) �"� X 3° Y�R5 N�D6E BOLT S-2 J CONCRETE I HEAVY DUTY CONCRETE AW.,H0RS. r 2014 WIND ANALYSIS AND ANCHOR DESIGN FOR CARRIER(LARGE BASE CUBE UNITS) References: ASCE 7-10" Minimum Design Loads for Buildings and Other Structures" Florida Building Code 2014 •. ••Deslgn4WJe la: •Ra4raph•6.§.1$"Design Wind Loads on Open Buildings and Other Structures" • . .. . .. •,WL%d Analysia.(Fcr heights up to 60 feet 8180 MPH wind)with a Risk Factor of 1.0 go Dose (plote that mer kxd uplift is neglected due to the open grille on top and enclosed base curb) Doe:• ,jlv8fathat a fL4i;w of these units are open and the other 2 sides are partially open) • Wind design veloeity—0 180 (Figure 1609A) • •....• ... WirLct§Qe$dcon000 Vasd V V 0.6 asd= 139.427 00 • StnktK?o tategory II (Table 1604.5 Risk Factor 1:= 1.0 (Table 6-1) Height above ground 60 ft Height of structure h:= 44.0 in Dimension of unit D:= 35.5 in h•D Area resisting wind forces ` f:= 144 Af= 10.847 ft2 Gust effect factor GCf:= 1.9 (29.5-3) Velocity Exposure Coefficient KZ:= 1.13 (Table 27.3-1) Topographic multipliers K1 := 0 (Figure 64) K2:= 0 (Figure 64) K3:= 0 (Figure 6-4) Topographic Factor Kzt:= (1 + K1•K2•K3) KZt= 1 (Para.. 6-5.7.2) Wind Directionality Factor Kd:= 1.0 (Table 26.6-1) Velocity pressure qh:= 0.00256•Kz-Kzt•Kd•Vasd2gh= 56,E psf (29.3-1) Robert E.Samara,P.E.P.A. File Name:CARRIER-LARGE BASE Design calculations for UTC Large Chassis 4675 Ponce de Leon Blvd. #303 WIND xmcd Units to withstand vAnd velocities of 180 mph Coral Gables, FL 33146 Date:6/30/2015 up to heights of 60 feet In accordance with Page: 1 The State of Florida Building Code 2014. Design Wind Force , „= gh•GCf F= 106.848 psf (Eq. 29.5-2) F 144 = 0.742 psi Atttachment of the"Large Base Cube"units are designed tD resist 180 mph wind to for use up to heights of 60 feet with Uplift Clips as described below. 0000 Design Criteria: Width (feet) Height(feet) Area(square feet) Momept a i%(feet)••.•.' ... •• w:= 12 h1 := 12 AD = w•h1 al ra ••••0• • •.POT6 0 W= 2.958 hl =3.667 At, = 10.847 a 1-1.4 9 0 0 0 0 �•• • 0000 • Maximum wind moments and overturning reaction forces on each unit "" 0.00 0000•. .. . . 0000 h1 M •• •. •. • 0000 • M1 `t,.7•F M1 = 2.125 x 10(ft lbs) F1 := 1 1.437 x 1 •' {pound ' al F 1 • �00�• 0000 • • • • Anchor design of base pan to support pad ••.0 00000 0 0 . 0• 0 Screw Design (Vertical Attachment to Base Pan)(Shear capacity of(4) 12-14 screws per side) Vs:= 4.526 Vs=2.104 x 103 lbs. Number/Screws/Clip (2) Note that vertical Unit Panels are attached to Base Pans with at least(3)S-MD 1046 Screws, each side, with a shear capacity of 865 pounds each,with a safety factor of(3)and a total capacity of 2595 pounds Use(2)No. 1244 x 1" HWH Hilti Self Driling screws at each clip with a shear capacity of 526 lbs. per screw(working stress)(See page 124 of reference catalogue). Anchor design (Base Pan attachment to Concrete Bearing Pad )with (2)anchors per clip Tensile capacity of(4)1/4"stainless anchor devises per side with (2)anchors per Uplift Clip Fkb= 505.4 lbs. Fkb = 2.02 x 103 lbs Number/Anchors/Clip(2) Total mumber of Anchors per Unit Number/Clips/Unit (8) Use 2"X 4", 15 guage, "Steel Tie-Down Clips, by BMP International, Inc." Attach (2)Clips at each side as close to each corner as possible. Use(2)No. 12-14 x 1"(HWH)Hllti Self Drilling steel screw (or equivalent)at each Uplift Clip with a shear capacity of 526 lbs per screw(working stress)(See page 124 of reference catalogue). For Clip to foundation attachment use 114!'x 2 1/4" hex head stainless steel "Buildex"Tapson Steel Screws(SHW4214)and 5/16"stainless steel washer with an uplift capacity of 505 lbs. per anchor, or 1/4"x 2 1/4" hex head blue coated "Buildex"Tapson Screws(HW4214)and 5/16"stainless steel washer, or use(2)1/4"x 3" long "Powers Wedge Bolt" heavy duty anchors and 5/16"stainless steel washer,with uplift capacity of 900 lbs per anchor In 2500 psi concrete Stainless steel assembly parts are required for units placed within (1)mile distance from the coastline. (See attached drawing ) Robert E.Samara,P.E.PA. File Name: CARRIER-LARGE BASE Design calculations for UTC Large Chassis 4675 Ponce de Leon Blvd. #303 WIND.xmcd Units to withstand wind velocities of 180 mph Coral Gables, FL 33146 Date:6/30/2015 up to heights of 60 feet In accordance with Page:2 The State of Florida Building Code 2014. . .. .. . . . . . ... . . . . ... . CARRIER LARGE BASE CUBE HP UNITS DESIGN FOR BUIDINGS 60 FEET OR LESS IN HEIGHT References: .. •• ••. • Florida State Building Code(2014) ••% % ••• • • ASCE 740"Minimum Design Loads for Buildings and Other Structures" ••• ••• • Design criteria: .. ... .. . . . .. Individual interior panels are evaluated for their capacity to resist wind forces for 180 mph velocIV. Stress%ng0jy§Iz:hCba4ed on drawings, dimensions and section properties provided by UTC for their Large Base Units. % • • ' .. ... . . . . . .. Wind force: := 0.742 psi Steel pan yield stress : ft:= 30 ksi Steel pan ultimate stress: fu:= 43 ksi Part Height Eff Width Moment Sect Mod. in3 Resisting Moment Capacity No. (in) (in) (in kips) (in kips) SERVICE si := 24.3 wi := 14.63 0.125•wi•F•si2 fo PANEL Ml := 1000 Ml = 0.801 Six:= 0.14616 Mrl := f-k-ixj Mri = 4.385 0125•w F• 2 CNTR BOX s2 := 17.65 w2 := 16.33 . 2� s2 COVER M2:= 1000 M2 = 0.472 82x:= 0.03443 Mr2:= f-k-2x) Mr2= 1.033 CNTR BOX s3 := 14.63 w3 := 10.94 0.125w3•F•s32 ASSY M3 ' 1000 M3 = 0.217 Sx3:= 0.3959 Mr3 h'(Sx3) Mr3 = 11.877 2 TUBE s4:= 32.5 w4:= 16.33 0.125•w4•F•s4 SHEET M4 ' 1000 M = 1.6 Sx4 0.09957 Mr4:= ft'Sx4 4 Mt4 = 2.987 TOP s5 := 23 w5 := 20.25 0.125•w5•F•s52 COVER M5 ' 1000 M = 0.994 Sx5:= 0.11986 Mr5:= YSx5 5 Mr5 = 3.596 Robert E.Samara,P.E.P.A. File Name: CARRIER-LARGE BASE_PARTS.xmcd Design calculations for Carrier Large Base Cube Units to 4675 Ponce de Leon Blvd. #303 Date: 7/1/2015 withstand wind loads with 180 mph velocity.60'max ht., In Coral Gables, FL 33146 Page#1 accordance with State of Florida Buiding Code 2014 r CARRIER MEDIUM BASE CUBE BASED ON A REVIEW AND ANALYSIS THE FOLLOWING UNITS CONFORMS TO THE 2014 FLORIDA BUILDING CODE AND THE ASCE 7-10 WIND ANALYSIS CODE. SEE ENCLOSED ANCHORING DETAIL REQUIREMENT AS SPECIFIED IN SECTION 1620 FOR MAX WIND SPEED OF 180 MPH AND A 3 -SECOND GUST.,... MAX HEIGHT OF 60 FEET. 0000' 0000.. 00 • • • 0000.. 000.0. a ...... Carrier Basepan Size Height(in.) Carrier Basepaw", ••"eight(in.) • •ROSS 25VNA837 Medium 39 3/4" CA14NA042 Mq �� • •�• 9 1/8'� :..• .. • • 0000 25VNA848 Medium 393/4" CA 14NA048 Mio"iurn • •28 7/16" .• • 0000 25VNA860 Medium 43 3/16" CA14NA060 M*di�n� • 31 1311 ' •• 0000 • 24VNA937 Medium 391/4" 25HCE430 Medium ••o 35 1/4" • 24VNA948 Medium 39 3/4" 25HCE436 Medium 31 13/16" 24VNA960 Medium 43 3/16" 25HCE442 Medium 28 7/16" CH14NB030 Medium 351/4" 25HCE448 Medium 391/8" CH14NB036 Medium 31 13/16" 25HCE460 Medium 31 13/16" CH14NBO42 Medium 28 7/16" 24ACC430 Mediwn 3113/16" CH14NB048 Medium 39 1/8" 24ACC436 Medium 2413/16" CH14NBO60 Medium 31 13/16" 24ACC442 Medium 391/8" CA14NA030 Medium 3113/16" 24ACC448 Medium 28 7/16" CA14NA036 Medium 2413/16" 24ACC460 Medium 3113/16" NOTE: ALL OF THE WIND RESISTING EXTERIOR PANELS, INDIVIDUALLY MEET OR EXCEED THEIR CAPACITY TO RESIST THE DESIGN WIND LOADS AS STATED IN THE CALCULATIONS AS REQUIRED BY THE FLORIDA STATE BUILDING CODE 2014. DUE TO THE INDETERMINENT NATURE OF THESE UNITS, DISTORTION AND DEFLECTION CANNOT BE ACCURATELY EVALUATED, BUT WITH DIAPHRAGM ACTION OF EXTERNAL COMPONENTS AND INTERNAL STIFFENERS,THE BASE UNIT HAS THE CAPACITY TO WITHSTAND THESE FORCES WITH INDIVIDUAL EXTERNAL PARTS BEING CONTAINED. YEARLY INSPECTIONS OR DURING EQUIPMENT MAINTENANCE,ALL TECH SCREWS,CABINET COMPONENTS,CLIPS AND ANCHOR BOLTS ARE TO BE VERIFIED BY THE AIC CONTRACTOR. ALL DAMAGED CABINET COMPONENTS,LOOSE,CORRODED,BROKEN TECH SCREWS OR ANCHOR BOLTS SHALL BE REPLACED TO ENSURE STRUCTURAL INTEGRITY FOR HURRICANE WIND FORCES. Job NO: 1&18 � t BERT E.SAMARA P E,PA Do"' 0&30.2015 CARRIER MEDIUM BASE CUBE S-1 cmm r- R.samcm �lr asamw >ou: MODELS LIST U .6 SM we SMW.1916 kw 3054424491 GENERAL NOTES • • • • I. SECTION PROPERTIES WERE •I DERIVED BY THE MANUFAGTURER, d 00 o SEB COMPONENT (PARTS) lilt d 0 o DRAWING5 BY UTC. 2. MAXIMUM UNIT WIND DE516N BY W 0 ISUAL COMPARISONS OF MODELS lis- 0 o • IN EACH GROUP 15 USED FOR THE . . ANALYSIS. 5. ALL UNIT COMPONENT (PART5) ATTACHMENT TO EACH OTHER HAVE A MINIMUM OF (5) 10-I6 TECH SCREWS 0 o PROVIDING A CAPACITY OF 2,9AS LB5 Li IN SHEAR (S.F.=5) O 0 LEESP 0 o USE TD042 - 20X40' 15 !1= TIE DOWN CLIPS, BY BMP INT. INC • (G-50 GALA AS SHOWN. P PRODUCT APROVAL �++ Oo O LJ FLO-14259R5 V 0 5-0 DETAIL W Zj0 O � _ ® 00 WC G (2) 012-14 x I" L& (HV*M) HILTI KWIK-FLEX L BASE PAN SELF DRILLING STEEL 50REW w/ WASHERS, a (.045" MIN THIG 211 OR EQUIVALENT V ... .. •• • FOR GONGRETE 150M TION ATTR =I o • • 0690 • (2) "�X 2 " L.6 HEX HEAD STAINLESS STEEL. BUILDEX m •, z TAPGON STEEL SGRENLS (SHW4-214) AND .b `r 1"0 5TAIM-E55 STEEL WA5HPR5 OR - Qnn �U ': • • _ N (2) 4"OX 24" L& HEX HEAD BLUE COATED BUILDEX T • cV TAPCON SCREWS (HW4-214) AND &"N STAINL.E55 • ' ' STEEL YW45f*R5 OR " L,n (2) 4"oX 54" 1.6 THREADED 5TAINL.ESS kKK BOLT III CLIP DETAIL ••� . •.• (PART NO. 282541) ANCHORS BY HILTI AND LS_2 11" 1" 0 5TAINLE55STEEL waa ZS. .