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MC-01-22-74Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: MC-01-22-74 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved Issue Date:01/21/2022 Expiration:07/21/2022 Location Address Parcel Number 450 NE 405 ST, Miami Shores, FL 33138 1122310150030 Contacts OSVALDO COSTA owner I OSVALDO COSTA Applicant 450 NE 105 ST, MIAMI SHORES, FL 331382043 450 NE 105 ST, MIAMI SHORES, FL 331382043 ALL YEAR COOLING & HEATING INC Contractor GRETA B SMITH 1345 NE 4 AVE, FORT LAUDERDALE, FL 33304 Business: 9545664644 permits@allyearac.com Description: EXACT A/C CHANGE OUT Valuation: Total SqFeV $ 3,300.00 Inspection Requests: 305-762-4949 0.00 Fees Amount Payments Date Paid Amt Paid 100% Permit Renewal Fee $115.50 Total Fees $115.50 Total: $115.50 Credit Card 01/21/2022 $115.50 Amount Due: $0.00 Building Department Copy 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 permitI e responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELE ICAL LUMEIING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS A I certify at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws reaulath1a constructio -Miidermore. I authorize the above named contractor to do the work stated. Authorized / Applicant / Contractor / Agent Date January 21, 2022 Page 2 of 2 Miami Shores Village Building Department 100S0 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING FBC2 FBC 07.E Master Permit No. MC--+8-13-1836 m Sub Permit No. I r 1LC a— LLD ❑ REVISION ❑ EXTENSION WRENEWAL ❑PLUMBING R MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS:450 NE 105 ST [—]CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#:11-2231-015-0030 Is the Building Historically Designated: Yes NO Occupancy Type: RES Load: Construction Type: RES Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): OSVALDO COSTA Phone#: (305) 606-0542 ..,.,--450 NE 105 ST City: MIAMI SHORES Tenant/Lessee Name: Email: State: FLORIDA CONTRACTOR: Company Name: ALL YEAR COOLING & HEATING Address: 4300 NW 124 AVENUE 33138 954-799-0110 City: CORAL SPRINGS State: FLORIDA Zip: 33065 ClualifierName: GRETA B. SMITH Phone#: 954-799-0110 State Certification or Registration #: CAC058160 Certificate of Competency #: N Zip: Value of Work for this Permit: $ 0 33 O� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New N Repair/Replace ❑ Demolition Description of Work: RENEWAL APP FOR PERMIT # MC-8-13-1836 FOR AN AC CHANGE OUT OF 4 TON RHEEM UNIT Specify color of color thru Submittal Fee Scanning Fee $ Technology Fee Structural Reviews $ Permit Fee$_I VS - S• S-0 CCF$_ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City S 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 I 1 JA91h OWNER or AGENT Signature Z AgfP\ CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 04 day of JANUARY 20 22 by 04 day of JANUARY 20 22 by OSVALDO COSTA who is personally known to GRETA B. SMITH who is personally known to me or who has produced DRIVERS LICENSE as me or who has produced PERSONALLY KNOWN as identification and who did take an oath. s NOTARY PUBLIC: III SHARLIN VFLLAN NIY COWAISSIOPJ P CG 916726 r ' PIS-625 -023 Pe 11 c Lnd, writers Print: S Seal: identification and who did take, an,oattt,„�-„�.�.,��., NOTARY PUBLIC: ohAP,LIN Yrr CG �6 to v1e126 IN ^I I_ ` G 2023 Ip Sign: / 1 I W. ..A. Lin. Print: SH�VELIAN Seal t##ii#iititiiittiiiititttiitttiitkiAt9tittiiiiit#iti#############i#ii#iiitRiti#titittiit#tttttt#######iii#ii#i APPROVED BY �V �i2 Z - Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014( M OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2231-015-0030 Property Address: 450 NE 105 ST Miami Shores, FL 33138-2043 Owner OSVALDO J COSTA Mailing Address 450 NE 105 ST MIAMI SHORES, FL 33138-2043 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY:I UNIT Beds I Baths / Half 3/2/0 Floors 2 Living Units 1 Actual Area 2,837 Sq.Ft Living Area 2,497 Sq.Ft Adjusted Area 2,434 Sq.Ft Lot Size 8,250 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2021 2020 2019 Land Value $222,475 $203,155 $203,155 Building Value $152,466 $149,271 $149,333 XF Value $10,163 $784 $795 Market Value $385,104 $353,210 $353,283 Assessed Value 1 $176,513 $170,9301 $167,087 Benefits Information Benefit Type 2021 2020 2019 Save Our Homes Cap Assessment Reduction $208,591 $182,280 $186,196 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 MIRROR LAKE SUB PB 56-15 LOT 3 LOT SIZE 75.000 X 110 OR 17352-2604 0996 1 Generated On : 1/8/2022 Taxable Value Information 20211 2020 2019 County - Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $126,513 $120,930 $117,087 School Board Exemption Value $25,,000' $25,000 $25,000 Taxable Value $151,5131 S145,930' $142,087 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $126,513 $120,9301 $117,087 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $126,513 $120,930 $117,087 Sales Information Previous Sale Price OR Book -Page Qualification Description 09/01/1996 $128,000 17352-2604 Sales which are qualified 08/01/1989 $125.000 14223-0788 Sales which are qualified 06/01/1987 $112.800 13302-3259 Sales which are qualified 04/01/1978 $60,000 10032-2024 Sales which are qualified 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 Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://w.miamidade.gov/infoldisclaimer.asp Version: -A Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL AOG 13 2013 Permit No. Master Permit No.�l�/ OWNER: Name (Fee Simple Titleholder): Osvaldo Costa Phone#: 305-606-0542 Address: 450 NE 105th St city: Miami Shores State: FL zip: 33138 Tenam/Lessee Name: Email: JOB ADDRESS: 450 NE 105th St City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: All Year Cooling Phone#: 954-566-4644 Address: 1345 NE 4th Ave City: Fort Lauderdale State: FL zip: 33304 Qualifier Name: Thomas Smith Phone#: 954-566-4644 State Certification or Registration #: CAC058159 Certificate of Competency #: Contact Phone#: 954-566-4644 Email Address: permitst7aycair.com DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 3300 Square/Linear Footage of Work: Type of Work: OAddress ❑Alteration ❑New IORepair/Replace Description of Work: Submittal Fee Scanning Fee $ Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ and $_ Technology Fee $ TOTAL FEE NOW DUE $ ❑Demolition N Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 issued. In the absence ofnsuch posted rice, the inspection will not be approved and a reinspection fee will be charged. 14 �� �� Signature-l�--y..Y�.�.9��1�, 1 lv l / V Y Signature Owner or Agent The foregoing instrument was acknowledged before me this 1 Z day of �0 4, by �f u �tt)(7�.._ , who is ersonally k wn to me or who has produced As identification and who did take an oath. NOTARY Sign: Print: My Commission Expires: APPROVED BY Contractor The foregoing instrument was acknowledged before me this �t day of 20 �, by A4 (tt,t ILw ( -L who i personall kn wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: JENSSEN i print: EXPIRES March 19. 201': My Commission Expires: Examiner Structural Review EXPIRES March 19, 2017 Zoning (Revised 07/10/07)(Revised 06/102009)(Revised 3/15/09) 8/12/13 PropertyInformation Map iam�dade.go Property Information Map My Home Miami -Dade County, Florida Aerial Photography-2012 0 131 ft Thismap wascreated on 8112/2013 4:47:01 PM for reference purposesonly. Web Site 02002 Miami -Dade County. All rights reserved. Close MIAMI-DADE Summary Details: Folio No.:IFIL 1-2231-015-0030 Property:50 NE 105 ST MailingSVALDO J COSTA ddress 50 NE 105 ST MIAMI SHORES 3138-2043 Prooertv Information: 000 SGL FAMILY -2101- 300 SQ 001 RESIDENTIAL- INGLE FAMILY i1,384 /2 Lot Size: 8,250 SQ FT ear Built: 1953 MIRROR LAKE SUB PB 56- Legal Description: 15 LOT 3 LOT SIZE 75.000 110 OR 17352-2604 0996 1 OR 17352-2604 0996 00 Assessment Information: Year: 201337 2012 Land Value: 99 $,8,953 $73 Building Value: $146,161 $163,353 Maflaet Value: $245,998 $237,306 Assessed Value: $152,675 150,123 Fxemotion Information: ear: 1 2013 2012 Homestead: 1 $26,000 $25,000 I nd Homestead: I YES YES Taxable Value Information: 2013 2012 Applied Applied Exemption/ Exemption/ Taxable Value: Taxable Value: Frd: 50,000/$102,675 50,000/$100,123 50,000/$102,675 50,000/$100.123 50,000/$102,675 50,000/$100,123 25,000/$125,123 i$25,000/$127,675 Sale Information: ale Date: /1996 ale Amount: 128,000 ale 0/R: I 7352-2604 lales ales ualification which are qualified gisims2.rriartrdade.go,in iomelprintmap.asp?mpwl=http://gisirm2.rriarridade.goxioNgAvmd_gop s0142100610027609637.jpg&scale=131&fblio=112231015... 112 Miami Shores Village 'IftLD Building Department C. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 C 0 ONDITIONING REPLACEMENT DATA IFI 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): 450 W\ iJ� \ City: Miami Shores Village County: Miami Dade Zip Code: �J3�3c�i 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 UNIT BEING REPLACED DATA NEW UNIT RHEEM MANUFACTURER RUUD NA AHU or PKG. UNIT MODEL # 14AJM49 13AJA48AO1 COND. UNIT MODEL# RHLLHM4821 7.5 KW HEAT 7.5 4 NOM TONS 4 AHU CU PKG 1 M.C.A AHU 57 CU 27 PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3 VOLTS AHU20W3CCU20erz3rPKG PKG UNIT / / PKG UNIT / / EER/SEER 13/16 YES NO REPLACING DUCTS YES O YES NO REPLACING THERMOSTAT S NO YES NO NEW iCONCRETE SLAB YES YES NO NE W ROOF STAND YES 0 YES NO NEW RETURN PLENUM BOX YES 1. Minimum Circuit Ampacity (Wire Size): 270 0) 2. Maximum Overcurrent Protection (Fuse/Breaker Size): _ 3. Voltage of Circuit (208/240/480): 208/230/1 4. Size Disconnecting Means: Contractor's Company Name: All Year Cooling, State Certificate or Registr do N. CAC058159 /J Signature (Qualifees signature only) Competency Phone: 954-566-4644 Date: 9' /62" � 3 This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2013. Certificate of Product Ratites AHRI Certified Reference Number: 3800719 Date: 8/12/2013 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 14AJM49 Indoor Unit Model Number: RHLL-HM4821+RCSL-H*4821 Manufacturer: RUUD AIR CONDITIONING DIVISION Trade/Brand name: RUUD 14AJM SERIES Manufacturer responsible for the rating of this system combination is RUUD AIR CONDITIONING DIVISION Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air -Conditioning and Air -Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 46000 EER Rating (Cooling): 13.00 SEER Rating (Cooling): 16.00 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 preduct(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 wwwahridirectorvorg. 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 "Imp information for the model cited on this certificate can be verified at www.ahridirectory.org, Air -Conditioning, Heating, click on"Verify Certificate" link and enter LheAHRl Certified Reference Number and the date on A. !n,' and Refrigeration Institute which the certificate was issued, which is listed above, and the Certificate No., which is listed below. ©2013 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 130208139512735775 Project Summar .lob: wrightsoft° 1 Y Date: FMire House By: ALL YEAR COOLING AND HEATING 1345 NE 4TH AVE, FORT LAUDERDALE, FL 33304 Phone: 954 566 4644 Fax 954 640 0200 Web: ALLYEARCOOLINGANDHEATING.COM Project• • • For: OSVALDO COSTA 450 NE 105TH STREET, MIAMI SHORES, FL Notes: Design Information Weather: Fort Lauderdale/Hollywood, FL, US Winter Design Conditions Summer Design Conditions Outside db 50 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 20 OF Design TD 15 OF Daily rangge L Relative Rumidity 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 0 Btuh Structure 25323 Btuh Ducts 0 Btuh Ducts 11379 Btuh Central vent (74 cfm) 1629 Btuh Central vent (74 cfm) 1222 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 1629 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.95 36028 Btuh Infiltration sensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2807 Btuh Ducts 3127 Btuh Heating Area Cooling Central vent (74 cfm) 3095 Btuh (ft2 Volume (ft3 0 ) 0 2340 23400 Equipment latent load 9029 Btuh Air charges/hour 0.61 0.16 Equipment total load 45057 Btuh Equiv. AVF (cfm) 0 62 Req. total capacity at 0.70 SHR 4.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make Ruud Trade n/a Trade RUUD 14AJM SERIES Model n/a Cond 14AJM49 AHRI ref non/a Coil RHLL-HM4821++RCSL-H*4821 AHRI ref no3800719 Efficiency n/a Efficiency 13.0 EER, 16 SEER Heating input 0 Btuh Sensible cooling 32200 Btuh Heating output 0 Btuh Latent cooling 13800 Btuh Temperature rise 0 OF Total cooling 46000 Btuh Actual air flow 0 cfm Actual air flow 1533 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSoft' Right -suite® Universal 2012 12.0.07 RSU12433 versa 2013-Aug-12 16:58:49 Page 1 �.�..f� C:1Usersliphillips.AYCHIDesktopltom smith.rup Calc = MJ8 Front Door faces: N 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 80TH SHORT SIDES, ONE CUP AT EACH CORNER, ONE CUP EACH SIDE —�, 36' w e F A/C UNIT ON APPROVED CONCRETE PAD 1. UNITS LESS THAN 36" W x 36". L USE 4 ANGLE CLIPS. 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 041 TAPCON CONCRETE SCREW INTO CONCRETE PAD. 2. UNITS OVER 36" LONG IN ANY DIRECTION, USE. TWO (2) ADDITIONAL CUPS ALONG BOTH LONG SIDES. TYPICAL CONCRETE PAD OR DECK 4 TYPES OF ANGLE CLIPS TO CHOOSE FROM 1. STAINLESS STEEL 16 GAGE ANGLE CUPS W WIDE x 2' BASE x4.5' AND 5.5' LONG 2. GALVANIZED 6-90 16 GAGE ANGLE CUPS Vr WIDE x 2' BASE x 4,5" AND 5.5" LONG 3. ALUMINUM ANGLE CUP )V x IW WIDE X 2" BASE x 5" LONG 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.A. # 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: miitoncubas@msn.com 042 1/4 "ASCE705W.xls" Program Version 1.0 WIND LOADING ANALYSIS - Chimneys, Stacks, and Vertical Tanks Per ASCE 7-10 Code -for Cantilevered Structures Classified as Other Structures - Job Name: JALUMINUM STAND Sub ect: Job Number: hriginator. I Checker Input Data: 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 h 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) Hb >= 0 Shape? Square (Round, Hexagonal, or Square) Ground + (i = 0.010 (Damping Ratio = 0.010-0.070) Elevation Ct = 0.0412 (Period Coefficient = 0.020-0.035 Kd = 0.90 (Direct. Factor, Table 6-4) Wind Load Tabulation for Stack / Tank Cf = 1.300 (Force Coef. from Fig. 6-21) z Kz qz p=qz*G*C F=qz*G*Cf`D ft. s s lb/ft 6.00 0.85 60.58 66.95 200.84 Resulting Parameters and Coefficients: 9.00 0.85 60.58 66.95 200.84 If z < 15 then: Kz = 2.01*(15/zg)"(2/a) If z >=15 then: Kz = 2.01*(z/zg)^(2/a) a = 9.50 (Table 6-2) zg = 900 (Table 6-2) I = 1.00 (Table 6-1) (Import. Factor) h/D = 1.000 freq., f = 10.648 Hz. (f >=1) Rigid G = 0.850 (Gust Factor, Sect. 6.5.8) Velocity Pressure (Sect. 6.5.10, Eq. 6-15): qz = 0.00256*Kz*Kzt*Kd *VA 2*I Net Design Wind Pressures (Sect. 6.5.13): p = qz*G*Cf (psf) Net Design Wind Forces (Sect. 6.5.15, Eq. 6-28): F = qz*G*Cf D (lb/ft) Resulting Total Base Shear & Moment: EV(total) = Ikips EM(total) = 4.52 ft kips 1 of 3 3/26/2012 11:32 AM 2/4 "ASCE705W.xls" Program Version 1.0 Determination of Gust Effect Factor, G: Flexible?l No f >=1 Hz. 1: Simplified Method for Rigid Structure G=1 0.85 Parameters Used in Both Item #2 and Item #3 Calculations (from Table 6-2): a^ = 0.105 b^ = 1.00 a(bar) = 0.154 b(bar) = 0.65 c = 0.20 1 = 500 flt. E(bar) _ 0.200 z(min) = _ 15 ift. Calculated Parameters Used in Both Rigid and/or Flexible Structure Calculations: z(bar) = 15.00 = 0.6*h , but not < z(min) , ft. lz(bar) = 0.228 = c*(33/z(bar))^(1/6) , Eq. 6-5 Lz(bar) = 427.06 = l *(z(bar)133)^($(bar)) , Eq. 6-7 gq = 3.4 (3.4, per Sect. 6.5.8.1) gv = 3.4 (3.4, per Sect. 6.5.8.1) gr = 4.720 _(2*(LN(3600*f)))^(1/2)+0.577/(2*LN(3600*f))^(1/2) , Eq. 6-9 Q = 0.979 =(1/(1+0.63*((B+h)/Lz(bar))^0.63))^(1/2) , Eq. 6-6 Calculation of G for Rigid Structure G=1 0.914 1= 0.925*((1+1.7*gq*lz(bar)*Q)/(1+1.7*gv*lz(bar))) , Eq. 6-4 13: Calculation of Gf for Flexible Structure P = 0.010 Damping Ratio . Ct = 0.041 Period Coefficient T = 0.094 = Ct*h^(3/4) , sec. (Approximate fundamental period) f = 10.648 =11T , Hz. (Natural Frequency) V(fps) = N.A. = V(mph)*(88/60) , ft./sec. V(bar,zbar) = N.A. = b(bar)*(z(bar)/33)^(a(bar))*V" (88/60) , tt./sec. , Eq. b-14 N1 = N.A. = f*Lz(barY(V(bar,zbar)) , Eq. 6-12 Rn = N.A. = 7.47*N1/(1+10.3*N1)^(5/3) , Eq. 6-11 rih = N.A. = 4.6*f h/(V(bar,zbar)) Rh = N.A. -(1/i)h}1/(l*rih^1)�(1-e^(-Z'qh)) for rih > 0, or = 1 tar rih = 0, Eq. 6-13a,b rib = N.A. = 4.6*f*D/(V(bar,zbar)) RB = N.A. _ (1/rib)-1/(2*rib^2)*(1-e^(-2*7)b)) for qb > 0, or = 1 for rib = 0. Eq. 6-13a,b rtd = N.A. =15.4*f`D/(V(bar,zbar)) RL = N.A. _ (1/gd)-1/(2*rid^2)*(1-e^(-2*rid)) for rld > 0, or =1 for rid = 0, Eq. 6-13a,b R = N.A. =((1/R)*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*RA2)^(1/2))/(1+1.7*gv*Iz(bar)) , Eq. 6-8 Use: G = 0.850 2 of 3 3/26/2012 11:32 AM STAND Mfllon Cubes PE. Inc.. Milton Cubes Met 26. 2012; 11:31 AM Load Case: W+Z IES VisualAnalysis 9.00.0017 W A STAND Won Cubes PE, Inc., Milton Cubes Met 26.2M Z I V.32 AM Result Case: WZ IES V1sualAna"Is 9.00.0017 4 TYPES OF ANGLE CLIPS TO CHOOSE FROM I. STAILfM SrFFI • ANGLE CLIPS 1 W WIDE x 2' BASE x4.5" AND 5.5" LONG 2. GALVAN17FO 6-90 1 Q, G Z ANGLE CUPS 1 Jj" WIDE X 2' BASE x 4.5" AND 5.5" LONG 3. ALIMMIM ANGLE CUP i6" x W WIDE x 2' SASE x 5' LONG 4. DUI. ANGLE CLIP ij' x 3" WIDE x 3' BASE x 1.5' LONG �N �_ ,p 4ATENSION 151Ib rrra + u Y •- F2 R c2 p r' r9 z• I A A