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MC-19-1172Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 i 11 Issue Dale: 06/05/2019 Parcel Number 171 NE 100TH ST, Miami Shores, FL 33138 1132060132060 Contacts Permit No.: MC -iia -19-1172 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved Expiration: 12/02/2019 JOSE MALDONADO Owner WEATHERSHIELD AC Contractor 171 NE 100 ST, MIAMI SHORES, FL 33138 MON ALVAREZ Home: 9173648124 406 NW 68 AVE 520, FORTH LAUDERDALE, FL 33317 Business: 9549859900 Description: A/C CHANGE OUT Valuation: $ 4,800.00 Inspection Requests: 762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.52 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $118.00 Scanning Fee $9.00 Technology Fee $4.20 Total: $189.72 Payments Date Paid Amt Paid Total Fees $189.72 Credit Card 05/22/2019 $50.00 Credit Card 06/05/2019 $139.72 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 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 accur to and that all work I be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named ntractor to do the d. n II . ft _ !1 Authorized Signature: Owner / Applicant / Contractor / Agent —` Date June 05, 2019 Page 2 of 2 IZECEIVEI� �`� Miami Shores Village M Y 2 2019 V) Building Department BY: V 10050 N.E.2nd Avenue Miami Shores Florida 33138 Tel:(305)795-2204 Fax: (305) 756-8972 TW INSPECTION LINE PHONE NUMBER: (305) 762-4949 F,1BC 201 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 171 NE 100 St JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 11-3206-013-2060 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Jose Maldonado Phone#: 917-364-8124 171 NE 100 St. Address: City: Miami Shores State: ZIP FL 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Weathershield Air Conditioning Phone#: 954-985-9900 3121 SW 21 St. STE 673 Address: City: Pembroke Park State: FL Zip: 33009 Qualifier Name: Jhon Alvarez Phone#: 305-989-5447 CAC 1814695 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Address: ne#: City: State: Value of Work for this Permit: $ Square/LinearrFF,000tage of Work: Type of Work: F-1Addition El Alteration ❑ New LJ Repair/Replace Description of Work: Specify color of color thru tile: Submittal Fee $ l7-3 Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF DBPR $ Zip: ❑ Demolition CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ ( 3q .92- Rolding C0rrw0anY'5 Name tit awiticable) Bonding Company's Address City Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address city sw 10 Zip Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or insta!larion commenced prior to the issuance of a permit and that R:I work will be performed to meet the standards of all laws regulating jVreSdL, tion constru jiqn, in this Ic I th� C I understani, at, a separate permit must be secured for ELECTRIC., PLUMOING, SIGNS, POOLS, rIJANACES, BOILERS, HEATER$, TANKS, AIR CONDITIONERS, FTC- — OWNER'$ AFFIDAVM I Certify that all the fafegoing, informavon is accurate and that all work will be done III compliance with all app!'Cable laws regulating constnaction. and Zomng, "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 ronditron to the issuance of a !wilding permit with on estimated value eAceeding $2500, the opplicorif most promrse good fafth that a cop, y of the notice of Commencement and foostrwian lien low brochure will be delivered to the petson ',VhD,'e Af0perry iS WbfeCt to OrtOChment- Also, a certified cc;oy of the recorded notice ofcommencem?nT Must be pasted at the job she `or the 11 tire the 4 first jm�oeCtion which o-ccurs seven (7)l days- after the building pernlit iS fssueed� in the absence of such posted a ,MPfrtion refit notbe approved and o rein5peCtion fee will be charged. I S*nature- Signature OWNER or AGENT CONTRACTOR The fore ing instrument was acknowledged before me this IC -1 day oft) by known Ir}., me or who has produced identification and who did take an oath. NOTARY PUBLIC: ELIZABETH MARTINEZ Seat. NOWIF P11111111C - State of Florida Commission III FF 978692 My Comm. Expires Apr 5, 2020 APPROVED (0 (Revised=2412014) The Wegoing instrument was acknowledged before me M5 d a y a f —M — \ �� (').— 1 (21 • by � W� io i, per R who fspersofia',y known to J %1 r -M ---11r who has produced as I identification and who did take an oath. NOTARY PUBLIC: Print; f161-. '.'.I C �iofo EtIZABM'MARTINEZ Seat: Notary Public - State of Florida Commission # FF D978692 My Comm. Expires Apr 5, 2020 g"I ssn. Assn. I -Examiner Structural Review zarimg Clerk Summary Report Property Information Folio: 11-3206-013-2060 Property Address: 171 NE 100 ST Miami Shores, FL 33138-2316 ......... ...... ._._... Owner JOSE M MALDONADO MYRIAM AYALA Mailing Address 171 NE 100 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/11/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,529 Sq.Ft Lot Size 8,625 Sq. Ft Year Built Multiple (See Building Info.) Assessment Information Year 2018 2017 2016 Land Value $215,711 $215,711 $215,711 Building Value $116,687 $116,775 $116,863 XF Value $4,808 $4,857 $4,906 Market Value 1 $337,2061 $337,343 $337,480 Assessed Value $297,617 $291,496 $285,501 Benefits Information Previous 2018 Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $39,589 $45,847 $51,979 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 1 AMD PB 10-70 LOT 20 & W1/2 LOT 21 BLK 15 LOT SIZE 75.000 X 115 OR 21270-1124 04 2003 1 COC 25429-3365 12 2006 1 Generated On : 5/15/2019 Taxable Value Information Previous 2018 2017 2016 County Exemption Value $50,0001 $50,0001 $50,000 Taxable Value 1 $247,617 $241,496 $235,501 School Board Exemption Value 1 $25,000 $25,0001 $25,000 Taxable Value $272,617 $266,496 $260,501 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $247,617 $241,496 $235,501 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $247,617 $241,496 $235,501 Sales Information Previous Pace OR Book - Qualification Description Sale page 08/09/2013 $420,000 28793-1196 Qual by exam of deed Not exposed to open -market; atypical 08/09/2013 $435,000 28793-1194 motivation 12/01/2006 $521,975 25429-3365 Sales which are qualified 04/01/2005 $485,000 23334-3299 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://www.miamidade.govfinfoldisclaimer.asp Version Air Conditioning & Plumbing A/C SERVICE & INSTALLATION - RESIDENTIAL & COMMERCIAL Broward: 954-985-9900 Dade: 305-989-5447 Fax: 954-985-9901 Info(�i�ILovemyac.com www.ILovemyac.com 24 Hour Service Hablamos Espanol INSTALLATIONS EMERGENCY SERVICE CONTRACTS Residential/Commercial 24 Hours Maintenance Customer Name: __ Phone: Fax: Job Location: -- Email: We hereby submit Specificaeons and estimate for. X in boxes = Yes ❑ Vertical A/H / Closet ❑ Garage A/H ❑ Attic A/H / Ceiling Mount ❑ New A/H Stand ❑ Filter Rack ❑ Indoor ❑ Outdoor ❑ New A/H Platform ❑ Insulate Return Air Base ❑ New Return Box ❑ Smoke Detector to Code ❑ Reconnect Heat Recovery: ❑ Yes ❑ No ❑ New Emergency Drain Pan - Horizontal ❑ New Emergency Drain Pan - Vertical ❑ Install Float Switch ❑ New Thermostat: .....M# ❑ New Digital Thermostat M# ❑ WIFI Thermostat ..M# ❑ New De-Humidistat: ...M# ❑ Condenser on Ground ❑ Condenser on Roof ❑ Condenser Wall Bracket ❑ Vibration Pads ip New Concrete Slab fill Hurricane Strap to Code ❑ New Roof Stand ❑ Seal Roof Stand ❑ New Steel Wall Bracket New Unit on Existing Mount Package Unit on Ground ❑ Package Unit on Roof ❑ Package Unit on Wall Bracket ❑ New Refrigerant Lines ❑ Reconnect to Existing Ref. Lines ❑ Refrigerant Flush ❑ Evacuate System ❑ Liquid Line Size ❑ Suction Line Size ❑ Insulate Suction Line ❑ Braided Hoses ❑ Shut off Valves ❑ Attic insulation City: ❑ New Drain Line ❑ New Water Lines ❑ Insulate Drain Line ❑ Reconnect to Existing Drain Line ❑ New Duct System (See Plans) ❑ Add New Supply Duct (See Plans) ❑ Add New Return Duct (See Plans) ❑ Reconnect to Existing Ductwork ❑ UV Lights: 1 ❑ 2 ❑ ❑ Balance Air Flow ❑ Return Air Type: ❑ RH ❑ RHF ❑ New Return Grill ❑ Replace All Supply Air Grills ❑ Replace Supply Air Riser ❑ Drop Cloths Used ❑ Remove Existing Equipment from Premises ❑ System Start Up and Test ❑ New Condensate Pump 115V 240 V ❑ Reconnect to Existing Electrical ❑ New AMP Disconnect at Air Handler ❑ New AMP Disconnect or Breaker at Condenser ❑ Permit Included ❑ Permit Fee Not Included ❑ Crane Service ❑ New Pleated Filters Standard SIZE QUANTITY ❑ Duct Cleaning VMS ❑ Blown Fiberglass Insulation Sgft_ R value_ State: Zip: INSTALL DATES: = Package # 1 INITIALS = Package # 2 INITIALS S.E.E.R. / ARI# i' MANUFACTURER TONNAGE/BTU's CONDENSER UNIT.;..' 1 ' AIR HANDLER UNIT L_j C! PACKAGE UNIT WATER SOURCE UNIT HEAT t WATER HEATER INITIAL INVESTMENT ADDITIONAL DISCOUNTS FINAL INVESTMENT L v„� FPL ACCT# WARRANTY: Year Parts Year Labor Year Compressor Part WARRANTY: Year Parts Year Labor Year Compressor Part SERVICE 3 WARRANTIES: All equipment and materials installed by Seller shall be guaranteed by the manufacturer for a period of one year from date of installation, unless otherwise specified. Labor required for replacement of defective parts or workmanship shall be furnished by Seller free of charge for a period of one year, from the date of installation, unless otherwise specified above. Labor provided by Seller in this one year period is from 8:00 A.M. to 5:00 P.M. Monday through Friday, holidays excluded. Failure by lack of maintenance is not covered under warranty. Any Alteration or Deviation from Aoove apecmranor>s fmromng cuts vests wm tic cnc-mca tell y ww, n «­ I •• ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made las ,{toutlined above. W Weathershield Air Conditioning Representative DATE PURCHASER SIGNATURE DATE Miami Shores Village Y n.ilrlinp Dpnartment A�'G AM Y050 N.E.2nd Avenue r• hores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC 0000 This form must accompany ALL air conditioning replacement permit applications. Eachrunit change-aut vvht 0000.. be on its own data sheet. Multiple units on single sheets are not acceptable. •• • ••• • 1 B ► E In N� .00.00 Job Address where the work is being done): • • • • • • • 0000.. 331 ' City: Miami Shores Village County: Miami Dade Zip Code! 3 .-. �! • • • • • 00.00. .. . ..... ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CaNCRETE SLAB ••••:• 0000.. 0 . ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEV4r101V ; • •,,;. A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS. : �' AHRI DATA SHEET REQUIRED 0000 Change disconnecting means: YES ❑ NO g ARHI Sheet Attached: YES VNO ❑ Contract Attached: YES [ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER ASL4AII AHU or PKG. UNIT MODEL # A43nO.49 y Z COND. UNIT MODEL # gpex0 KW HEAT 10 IhL.,j NOM TONS AHU CU 110 PKG 1) M.C.A AHU 4D CU yO PKG AHU ()CU fPPKG 2) M.O.P AHU &0CU S2 PKG AHU 7.40CUjt10 PKG 3) VOLTS AHU Z U ZWKG PKG UNIT / / PKG UNIT / / EER/SEER YES NO REPLACING DUCTS YES YES NO REPLACING THERMOSTAT YES 0 YES NO NEW 4"CONCRETE SLAB E NO YES NO NEW ROOF STAND S 0 YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size) -*)'C 2. Maximum Overcurrent Protection/Breaker Size): 60 3. Voltage of Circuit (201!924480): 4. Size Disconnecting Means: 60 prJ �y Contractor's Company Name: �}�.gk� I Ft,b 4 IL Phone: / p y— t/ /I q`7 (7 O State Certificate or Registrat' n N C.aekg, 4 6 4 6 Certificate of Competency No. Signature Date: L signa we) (Revised02/24/2014) Certificate of Product Ratings AHRI Certified Reference Number : 201520122 Date : 05-22-2019 Model Status : Active Old AHRI Reference Number :10492006 AHRI Type: RCU-A-CB Series : GSXC16 • • • • • • •.•• 00..00 Outdoor Unit Brand Name: GOODMAN .•.•.• •• . 0000•• Outdoor Unit Model Number (Condenser or Single Package) : GSXC160481C* • •.: • • • • 0000•• 0000•• • • • Indoor Unit Model Number (Evaporator and/or Air Handler) : AVPTC49C14A* • • • • • ...• • •• 0.000 Region : All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, AAD, W,,:AI, MN.AAQ, ft, 00 00' •• •• • •• 000.0. 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. • 000.0• • Territories) • • • • •0000• • • . •0000• Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed fhall regions • • • • • until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(s) for 00 00 Which they meet the'regional"efficiency requirement. The manufacturer of this GOODMAN product is responsible for the rating of this system combination. Rated as follows in accordance with the latest'edition of ANSI/AHRI 210/240 with Addenda find 2, Performance Rating' of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent„third party testing:; Cooling Capacity (A2) - Single or High Stage (95F), btuh : 46000 SEER: 16.00 EER (A2) - Single or High Stage (95F) : 12.50 ;✓'Active” Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale: OR new models that are being marketed but are not yet being produced." Production Stopped" Model Status are those that an AHRI Certification Program Participant Is no longer producing BUT Is still selling or offering for sale. Ratinas that are accompanied by WAS Indicate an involuntary re -rate. The new published ratina Is shown alona with the orevious Il.e. WAS) ratina. 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, M!N personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION A REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link we make life better* and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. ©2019Air-Conditioning, Heating, and Refrigeration Institute I CERTIFICATE NO.: 132030046640418733 W..NXREXT. ECI'EEF�Il (Engineering Express Product Evaluation Report) 160 SW 12TH AVE SUrrE 106, DEERFIELD BEACH, FL 33442 (954) 364-06601 ENGINEERINGEXPRESS.COM REPORT HOLDER: GOODMAN MANUFACTURING COMPANY, L.P. Q 5151 SAN FE:LIPE: STREET HOUSTON, TX 77056, USA 877-254-4729 1 GOODMANMFG.COM SCOPE OF EVALUATION (compliance with the following codes): ech i al Evaluation Repoft DIVISION: 23 08 00—COMMISSIONING OF HVAC THIS DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (Issued February 1, 2018 Subject to Renew August 1, 2019) (or next code cycle change) THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Building Code Sixth Edition (2017) per FBC Section 104.11.1, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC Existing Building sections 707.1, 707.2, FBC Building 1522.2, and FBC Residential M1202.1, M1301.1, FS 471.025, including Broward County Administrative Provisions 107.3.4. The product noted on this report has been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: Product Evaluation Documents Substantiating documentation has been submitted to provide this TER and is summarized in the sections below. • Structural Engineering Calculations Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: • Maximum allowable unit panel wind pressure connection integrity • Maximum allowable uplift, sliding, & overturning moment for ground and roof applications Calculation summary is included in this TER and appears below. NOTE: No 33% increase in allowable stress has been used in the design of this product. Microsoft Excel was used to carry out the calculations present in this report. INSTALLATION: The product(s) listed above shall be installed in strict compliance with this TER & manufacturer -provided model specifications. The product components shall be of the material specified in the manufacturer -provided product specifications. All screws must be installed in accordance with the applicable provisions & anchor manufacturer's published installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. See final page for complete limitations and conditions of use. OPTIONS: This evaluation is valid for all GOODMAN models present in the table located on the final page. FINISH: Baked enamel. TER -16-3146.4 ixth Edition (2017) NOTE: GRAPHICAL DEPIC16NS IN THIS R'EPt*i'r ARE Fdlt";' ILLUSTRATIVE PURPOSES ONLT P!N'� TAY DIFFER -IN APPEARAN6E UNIT CASING MATERIAL: • • • • • 0 0 0: • 26ga galvanized sheet steel ASW A6b3 CS cdld 1810 steels,for sidg covers. 22ga galvanized sheet 9tgg10AJTM A6P3 fold rolled Stmt far bottom base pan. 209a galvanized sheet steel �1S.r A653 cold roiled steel for top panel. Removable top & side covert Is98ured with #10-12 sheet metal screws. Knockouts provided for utility & control connections. INSTALLATION: Shall follow manufacturer specifications as well as the information provided herein. STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations: ASCE-710 Exposure Categories C & D Up to and including 175mph (Vult) for up to See Page 2 MRH**. HVHZ*** Up to and including 170mph (Vuit) for up to See Page 2 MRH**. HVHZ*** Up to 200mph (Vult) for up to 56' MRH**. Non-HVHZ*** EXP C Ground or Roof Application per installation instructions **Mean Roof Height ***High Velocity Hurricane Zone Maximum Rated Wind Pressure: 119psf Lateral 93psf Uplift (ASD) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SEAL REQUIRED TO BE VALID PER CODE: Frank L. Bennardq�' .`` tt ti+` Signed by If Checked: ENGINEERING EXiI Ct* rt6t� DiBattlSto, PE FL PE #0046 ,FLC# x� FLA i_328 IF THERE IS A DIGI A GNATURE ON PAGE 1, THIS DOCUMEW4S ART OF A DIGITALLY SIGNED FILE, SHAD f&AAN IN DIGITAL FORMAT & PRIMED CQPIIM OF THIS DOCUMENT ARE NOT CONSIDER I4NED AND SEALED. IF THERE IS NO ,r(r�%;ay:fT*L SIGNATURE ON PAGE S OR THIS PAGE DOFS CONT R iS ORIGINQI(; MATURE & SEAL, THIS DOCUMENT IS A c6k6 . Copyright 0 2018 End R pres t N/ FMj! i,. Benr � Rf Inc. All Rights Reserved The FBC 17 defines APPROVED SOURCE (Section 2.2) as: 'An independent person, firm or corporation, approved by the building offiCia�t, ern nperlenceu in the application of engineering principles to materials, mothods or systems analyses.- Engineering ExpressA professionals meet the competency requirements as defined tP th F I t: i 4f f yeat•thelr.,*ork. Engineering Express® Is regularly engaged In conducting and providing engineering evaluations of singl"lement and full-scale building systems tests. , GOODMAN SPLIT SYSTEMS Engineering Express®) TER -16-3146.4 SECTION 2 PRODUCT INSTALLATION Condenser Unit • • ••• • • • • Rd& br ground • ` . "' • structere / substrate • • reWc:ete, steel. see.. ... • .:crjik ule beIdWj . •: • 0000 • • ...•T ••P •P0000 SCHEDULE •••. •• ••• Tie -down clips. See tables below for specifications • • Cabinet• • • • . Roof Height" • UP C �Rd� t • Height" btp D • • Tie -do Straps Strap WLL (Ibs) Tie -down Clips per Side • Al Of .Ground round o NA 1 *&(W) 25'(35') 2 NA 1 120' (150') 60' (85') 2 300 1 200' (250') 115'(150') 2 400 1 81, B2 Ground Ground 0 NA 1 _ W 25'(35') 2 400 1 120 150') 60' 85' 2 400 2 200' (250') 115' (15Y)i 2 400 2 C1, C2, C3, C4, CS Ground Ground 0 NA 1 60'(W) 25' 35' 2 400 2 12Y (150') 60' (85') 2 500 2 200' 250' 115'(151Y) 2 600 2 Dl, D2, D3, D4, D5, D6 Ground Ground 0 NA _1 60' (80') 25(35') 2 600 _2 12Y (150') 60'(85') 2 600 2 200' (250' 1115'(15Y) 2 1 600 2 ANCHOR TO HOST STRUCTURE SCHEDULE Cabinet Roof Height* Exp C Roof Height* ExpD Anchor Tyl Concrete 1/8" Min 3,000 Psi A36 Steel e 1/8" Min 6061-T6 Alum Al Ground Ground I A N/A N A 60' 80' N/A B B 120' 150' NIA B B 200'(25U) N/A 8 B 81,82 Ground Ground N/A N/A _A 60'(W) 25 ' B B —B _N/A 120' 150' > _ N/A B 200'(250' N/A B B C1, C4 C30 C4, C5 Ground Ground A N/A N/A 60' gp' N/A B B 120 150 N/A B 8 2 250' N/A B B Dl, D2, D3, Ground 60" 80' Ground A N A N/A B N/A 8 D4, Ds, D6 120'1150') N/A B 8 200'12SO'i NIA B B TIE -DOWN CLIP (GROUND APPLICATION) ASTM A653 G60 galvanized cold rolled steel 0.072" thick for all cabinets tied down at ground (Goodman Bracket); fasten cabinet using (2) anchors per clip from Anchor to Host Structure Schedule Table. Clip integrates into base pan slot. TIE -DOWN CUP (GROUND AND ROOF APPLICATION) Miami Tech CUTD 1' wide and any length ASTM A653 galvanized steel 0.07" thick for all cabinets tied down to a roof structure; fasten clip to structure using anchor from Anchor Schedule to Host Structure Table and (2) #10 x 3/8" SS 410 self -drilling screw to fasten clip to unit base pan. See Tie -down Strap & Clip Schedule Table for clip amount. For ground application use tie -down clip schedule corresponding to 60' height. Tie -down Strap & Clip Type: (for roof applications) Working Load Limit (WLL) is strap's manufacturer - specified per strap. A minimum strap width of 1" is required for all cabinets. Clips heights shall be adequate to fit SMS within base pan height. Verity height on site. Clips should be placed at center on each side and equally spaced. Cross member shall be added and fixed to roof stand, see details in page 3. *The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 60' (80') indicates an allowable roof height of 60' for 175mph or 80' for 170mph Vuit. Note: (Vertical Straopino) 1. Tie -down straps shall be wrapped around unit and roof stand rail, and shall be tightened using the buckle. Provide two straps per unit. 2. Strap material shall be either high strength webbing and shall be compliant for exterior grade use if they contain plastic components, per FBC chapter 26. Or 1" wide 22ga ASTM A653 steel strap secured with (2) #14 SS sms to the bottom of the stand rail. 3. For 200 MPH Non-HVHZ, use (2) metal straps, up to 56' MRH Exposure C. Anchor Types to Host Structure: A. — 114" ELCO ULTRACON SS4 Anchor embedded 3" in 3,000 psi concrete. 2 1/2" from edge minimum. B. — 114" -20 UNC SAE Grade 5 screw min. 112' from edges with nut and washer OD 0.75" NA. - No anchors apply. IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE-SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT. ENGINEERING EXPRESS'& 160 SW 121" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 954 354-0660 ENGINEERINGEXPRESS.COM Copyright 02018 Engineering ExpressO 1 Frank L. Bennardo PE, Ino. All Rights Reserved GOODMAN SPLIT SYSTEMS Engineering Express' TER -16-3146.4 STRAP AND CLIP LAYOUT YPICAL 3 CLIP -- SEE ANCHOR TO HOST ONFiGURATION w STRUCTURE SCHEDULE R SEE DETAIL A STRAPS SEE TIE -DOWN STRAP & CLIP SCHEDULE ' MIAMI TECH CUTD SEE TIE -DOWN STRAP & CLIP SCHEDULE CROSS MEMBER 6061-T6 ALUM NUM ANGLE 3" X 3" 118" ROOF STAND RAIL PER SEPARATE ENGINEERING > STRAP AND CLIP LAYOUT SCri'M KTS WON VI.W UNIT ROOF STAND RAIL PER SEPARATE ENGINEERING UNIT ROOF STAND RAIL PER SEPARATE ENGINEERING A 1 AND 2 CLIP CONFIGURATIONS SCALE: N.T.S. M ML NEW c CROSS MEMBER FRONT VIEW SME. NT.S. SEGTIONveV MIAMI TECH CUTD SEE TIE -DOWN STRAP & CUP SCHEDULE BASE PAN (2) #10 x alb" SS 410 SMS {2)1114 S5410 SMS 1a" SS 410 WITH WASHER & NUT CROSS MEMBER 6061-T6 ALUMINUM ANGLE 3" X 3" 1/8" j? STRAP AND CLIP UY60T 50Y& MTS. r� • STRAPS SEE TIE -DOWN STRAP& CLIP SCHEDULE MIAMI TECH CUTD SEE TIE -DOWN STRAP & CLIP SCHEDULE S L%F-%1ETAL STRAP TO SiTA"VW0#14 SS W. • • • • •0• • •• 0 0000•• ROOF STAND RAIL • • PEIFER E 0 000. • • • • r • ... •• • •• • ••••• Y • • • •• 0000•• • • •• • • • • • • • • • • • • • • • • • • • • • • • CRID&F. W&BER 8061-T6 ALUMINUM ANGLE 3" X 3" 1/8" UNIT r SCREWS AT CROSS MEMBER SME NTS CMMLVIBM CROSS MEMBER SIDE VIEW StlYE NT.S, •�.�—••�• S*MCNIABV (2) #14 STAINLESS STEEL 410 SHEET METAL SCREW ROOF STAND RAIL PER SEPARATE ENGINEERING BASE PAN (2)*10x%" SS 410 SMS !/4" SS410 WITH WASHER & NUT (2) #14 SS 410 SMS CROSS MEMBER 6061 -TB ALUMINUM ANGLE 3" X 3" 1t8' ROOF STAND RAIL PER SEPARATE ENGINEERING Note: installers must ensure that screws used 10 fasten the tie -down clips with the unit base pan do not touch the coil preventing any damage. ENGINEERING EXPRESS" 160 SW 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 15541 354-0660 ENGINEERINGEXPRESS.COM k L. Be nardo 10 Engineering is ReservpressOed 1 t i Frank L. 6ennarda PE, Inc, All Rights Reservad GOODMAN SPLIT SYSTEMS Engineering Express° I TER -16-3146.4 SECTION 4 SUPPORTING CALCULATIONS & SUMMARY 0000•• • 0000•• 0000•• 0000• 0000• 0000•• 0000•• 0000•• FORCES SUMMARY Cabinet Outside Dimensions Weight Range (Ibs) Roof Roof Height* Height* ExpC Exp D Lateral Uplift Pgessure Pressure (Psf) (Psf) Max Force (Ibs) Max Overturn (lbs -in) Max Tension (lbs) Uplift Force (Ibs) D in W (in Nin Al 23.0 23.0 25.7 102 Ground Ground 43.0 0.0 176.5 2268.1 98.6 0.0 23.0 23.0 25.7 60' (80') 25'(35') 92.6 1 73.1 380.0 7970.2 346.5 268.5 23.0 23.0 25.7120' (150') 60'(85') 106.5 84.0 437.2 9166.3 998.5 308.6 23.0 23.0 25.7 200' (250') 115' (150') 118.3 93A 485,6 10185.9 442,9 343A • 0000 • �1�2 • • • • 26.0 26.0 32.5 103-131 Ground Ground 43.0 0.0 252.3 4100.3 157.7 0.0 36.00 1 •26.0 32.5 60'(80') 25' (35') 92.6 73.1 549.2 13287.0 511,0 343.1 26.0 26A 32.5 120' (150') 6D' (85') 106.5 84.0 b24.9 15281,7 587:8 394.3 6.0• •26.0 32.5 200' (250') 115' (150') 1183 93.4 694.2 16980,6 653.1 438.5 • C1,•Ct •Li, 0 4C4, CS 0 • • At* •' •29,0 40,0 142-184 Ground I Ground 43.0 0.0 346A 6927.8 238.9 0.0 tl• • • 29.0 40.0 60' (80') 25' (35') 92.6 73.1 745.7 21102.8 727.7 426.8 2900 • 0 29.0 40.0 120'(150') 60' 85') 106.5 84.0 857;9 24271.8 837.0 490.6 "0 0 0 029,0 40.0 200' (250') 115'(150') 1183 93.4 953.0 26968.9 930.0 545.5 • • • D1, D2, D3, .K D5,.D6 09666 35b• • •35.5 41,8 206-306 Ground Ground 43.0 0.0 442.6 9238.8 260.2 0.0 3$ii• • • 935.5 _ 41.8 60'(80') 25' (35') 92.6 73.1 952.8 31241.8 880.0 639.6 .5 •355 41.8 120'(150')j 60'(85') 106.5 84.0 1096.2 35931.1 1012.1 735.1 35 35.5 41.8 200'(250-)j115'(15W)j 118.3 1 93A 1 1217.6 39926.6 1124.7 817.4 N&9:• • Calculations performed according to the information provided by the client. PANEL INTEGRITY SUMMARY Cabinet Roof* Height Exp C Roof* Height Exp D Horizontal Strapping Required Chassis Roof* Roof* Height Height Exv C Exp D Horizontal Strapping Required Al 60' (80') 25'(35') No B1 60'(W) 25'(35') No 120'(150') 60' (85' No 120'(15Y) 60' (85') No 200' 250' 115' 150' No 200' 250') 115'(150')l No 62 60' (80') 25-135) No C1 60' (80) 25'(35) No 120'(150') 60'(85'1 No 120'(15Y) 60' (85) No 200'(25U) 115'(15Y) No 200'(250') 115'(15Y) No C2 60„(80.) 25'(35') No C3 60'(W) 25'(35') No 120'(150) 60' 85' No 120' (150' 60' 85' No 200'(251Y) 115'(W) No 200' (250') 115'(150') No C4 60'(80') 25'(35') No C5 60' (8tY) 25' (35') No 1201(150') 60' (85') No 120' {150') 60' (851) No 200' (250') 115'(15,Y) No 200' {250') 115'(150') No 01 60'(80') 25'(35') No D2 60'(W) 25'(35') No 120'(150') 60' (85') No 12Y (150') 60' (85') No 200'(250') 115'(150'). No 200'(250') 115'(159) No D3 60'( ') 25' (35') No D4 60'(80') 25'(35') No 120'(150') 60'(85') No 120'(150') 60' (85') _ No 200'(250') 115 (150') No 200'(25V) 115'(150') No DS 60' (80') 25'(35') No D6 60'(W) 25'(35') No 120' (150`) 60'(85v)No 120' (159) 60'(85') No 200' (250' 115' (150') No 200' (250') 115'(150')l No ENGINEERING EXPRESSO 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 (954)1 354-0)660 ENGINEERING EXPRESS.COM K L. B ght do PE Engineering Expresso ! 1 1 Frank L. eennnrdn PE, Inc. All Rights Reserved GOODMAN SPLIT SYSTEMS Engineering Express® j TER -16-3146.4 CABINETS 8 DIMENSIONS Goodman Model No. W t D (in.) H (in) Cabinet GSX130181 23.00 25.75 Al GSX130241 26.00 27.50 B1 GSX13D301 26.00 27.50 Ell GSX130361 26.00 27.50 B1 GSX130421 29.00 36.25 C3 GSX130481 29,00 36.25 E3 GSX130601 29.00 40.00 C6 GSX130611 35.50 38.25 D5 GSX140181 26.00 27.50 B1 GSX140191 26.00 27.50 B1 GSX140241 26.00 27.50 B1 GSX140251 26.00 1 32.50 82 GSX140301 29.00 32.50 C2 GSX140311 29.00 32.50 C2 GSX140361 29.00 32.50 C2 0SX140371 29.00 32.50 C2 GSX140421 29.00 36,25 C3 GSX140431 29.00 36.25 C3 GSX140481 35.50 36.25 D1 GSX140601 35.50 38.25 05 GSX16'181A' 29.00 32.00 C2 GSX16'241A' 29.00 32.00 C2 GSX16'301A' 29.00 35.75 C3 GSX16'361A' 29.00 39.50 06 GSX16'421A' 35.50 35.75 D1 GSX16'481A" 35.50 39.50 D6 DSXC160241 29.00 32.25 02 DSXC160361 29.00 38.25 C2 DSXC160481 35.50 36.25 01 DSXC160601 35.50 38.25 D3 GSX160181 29.00 32.25 C2 GSX160241 29.00 32.25 C2 GSX160301 29.00 36.25 C3 GSX160361 29.00 38.25 C6 GSX160421 35.50 36.25 D1 GSX160481 35.50 36.25 D3 GSX160601 35.50 38.25 D5 GSX160611 35.50 38.25 D5 GSXC160241 29.25 32.50 C2 GSXC160361 35.75 36.50 D1 GSXClSO481 35.75 37.00 D3 GSX0160601 35.75 42.25 D6 GSXC180241 35.75 40.00 D6 GSXClSO361 35.75 40.00 D6 GSXC180481 35.75 42.25 D6 GSXC180601 35.75 42.25 D6 Goodman Model No. W I D (in.) H (in) Cabinet GSX160311A 29.00 38.25 C3 GSX160371A 35.50 36.25 01 DSXC180361 35.50 38.25 03 DSXC180481 35.50 38.25 D3 DSXCI80601 35.50 36.25 D3 GSZ140181 29.00 34.50 C1 GSZ140241 29.00 34.50 C1 GSZ140301 29.00 36.25 C5 GSZ140361 29,00 36.25 C5 GSZ140421 35.50 39.75 D6 GSZ140481 29.00 36.25 C5 GSZ140491 35.50 34.50 D2 GSZ140601 35.50 34.50 D2 VSZ140181 29.00 34.50 C1 VSZ140241 29.00 34.50 C1 VSZ140301 29.00 36.25 C5 VSZ140361 29,00 36,25 C5 VSZ140421 35.50 39.75 D6 VSZ140481 29.00 36.25 C5 VSZ140491 35,50 34.50 D2 VSZ140601 35.50 34.50 D2 VSX140181 26.00 27.50 B1 VSX140191 26.00 27.50 B1 VSX140241 26.00 27,50 51 VSX140251 26.00 27.50 Bi VSX140301 29.00 32.50 C1 VSX140311 29,00 32.50 C1 VSX140361 29.00 32.50 C1 VSX140371 29.00 32:50 C1 VSX140421 1 29.00 36.25 C2 VSX140431 29.00 36.25 C2 VSX140481 35.50 36.25 D1 Goodman Model No. W I D (in.) H (in) Cabinet VSX140601 35.50 38.25 D2 GSZ160181 29.00 36.38 C5 GSZ160241 35.50 34.63 D2 GSZ160301 35.50 34.63 D2 GSZ160361 35,50 40,00 1 D6 GSZ160421 29.00 36.38 C5 GSZ160481 35.50 34.63 D2 GSZ160601 35.50 40.00 06 GSZC160241 36. 84,63 02 GSt'_C190361 35.15 40.00 *64 GSZC160481 36,50 • 4.63 131 GSZC160601 35.50 40.00 GSZC180241 35.50 40.00 • - -@& • GSEC180361 36.50 64.63 D3 GSZC180481 35.50 w 40.00 0 • GSZO480601 36.50 40.00 DS C1 QQZ41 29.00 38,25 Cb D C1A0361 35.50 38.25 53 DSZC16Q481 gjZO • 68.25 D3 D 1E &V 1 3 .50 38.25 ••®3• DSZC180361 35.5 `88.25 D3 DSZC180481 35.50 38.25 D3 DSZC180601 35.50 38.25 D3 GSZ14019 29.00 34.50 C1 Z14025 29.00 34.50 C1 �GS GSZ14031 35,50 34.63 D2 GSZ`14037 35.50 40.00 D6 Note: The model numbers on this page may be followed by up to two (2) alphanumeric characters. Those characters will not affect the structural performance, since they refer to minor/major changes not related to the cabinet structure. LIMITATIONS $ CONDITIONS OF USE: Note: Illustration selected for dimensional purposes Use of this product shall be in strict accordance with this TER as noted herein. The supporting host structure shall be designed to resist all superimposed loads as determined by others on a site specific basis as may be required by the Authority Having Jurisdiction. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. No evaluation is offered for the host supporting structure by use of this document, Adjustment factors noted herein and the applicable codes must be considered, where applicable. All supporting components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Fasteners must penetrate the supporting members such that the full length of the threaded portion is embedded within the main member. This evaluation does not offer any evaluation to meet large missile impact debris requirements which typically are not required for this type of product. 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 FBC. Due to the indeterminate 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, during equipment maintenance or after a named storm; all screws, cabinet components, Gips, anchor, bolts, straps and cables are to be verified by the NC contractor. All damaged cabinet components, loose, corroded, broken screws or anchor bolts shall be replaced to ensure structural integrity for hurricane wind forces. ENGINEERING EXPRESS" 160 SW 12111 AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Page 5 954 354-U�i60ENGiNEERINGEXPRESS.CtJM Copyright 02018 Engineering Express@ Frank L. Bennardo PE, Inc. All Rights Reserved