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MC-16-1213 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-272872 Permit Number: MC-5-16-1213 Scheduled Inspection Date: December 14,2016 Permit Type: Mechanical - Residential Inspector: Perez,JanPlerre Inspection Type: Final Owner: ROBINSON,TODD Work Classification: A/C Replacement Job Address:102 NW 105 Street Miami Shores,FL 33150-1244 Phone Number Parcel Number 1121360131290 Project: <NONE> Contractor. METROPOLITAN AIR CONDITIONING INC Phone: 305-2644646 Building Department Comments REPLACEMENT OF 4 TON AND HEATER o Passed Comments INSPECTOR COMMENTS False DO NOT ISSUE PERMIT UNTIL MC12-1887 IS RENEWED. 4 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-2582184 Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 13,2016 For Inspections please call: (305)762.4949 Page 25 of 40 r � s►s a o� Miami Shores Village 3 " 10050 N.E.2nd Avenue NW CAb � Miami Shores,FL 33138-0000 *H "ree Phone: (305)795-2204 d ffis tt1S A � F � � �0 Expiration: 12J06/2016 Project Address Parcel Number Applicant 102 NW 105 Street 1121360131290 TODD ROBINSON Miami Shores, FL 33150-1244 Block: Lot: Owner Information Address Phone Cell TODD ROBINSON 102 NW 105 Street MIAMI SHORES FL 33138- 102 NW 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 3,387.00 METROPOLITAN AIR CONDITIONING 305-264-4646 ..,.. ,_..__ ......._ __..... Total Sq Feet: 0 Tons:4 Available Inspections: Additional Info:REPLACEMENT OF 4 TON AND HEATER Inspection Type: Classification:Commercial Final Approved:In Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# MC-5-16-59653 DBPR Fee $2.00 06/08/2016 Check#:6864 $87.95 $50.00 DCA Fee $2.00 Education Surcharge $0.80 05/05/2016 Check#:21977 $50.00 $0.00 Permit Fee $118.55 Scanning Fee $9.00 Technology Fee $3.20 Total: $137.95 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 d that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named ontra o the ork stated. June 08,2016 Authorized Signature:Owner / Applicant / Contractor / Date Building Department Copy June 08,2016 1 Miami Shores Village IV Building Department MAY 051016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 _.. INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC ZO BUILDING Master Permit No. m Gi " 12 1 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [_]CANCELLATION ❑ SHOP ` / CONTRACTOR DRAWINGS JOB ADDRESS: IO n W !0S -S-+ City Miami Shores County Miami Dade Zia 30/,-0 ,/ Folio/Parcel#: �!—02/j 6,- P/.3 90 Is the Building Historically Designated:Yes NO Occupancy Type- Load: Construction Type:. Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 1 6 'Kdci Phone#:.3QY--z/S'—C �SD Address• "L�c� '5'f City: I`aVvu 661�h5 State: P1. Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: I AC4=1 d'1-195 n Phone#: 26vq-764 Address: 6217 V)LO s-0 5 City: (rltb2L. k State: IC Zip: 3 3/'Iry �p Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address City: State Zip: Value of Work for this Permit:$ 3,327— eo Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: D Specify color of color thru tile: Submittal Fee! �. Permit Fee$ ( CCF$ 0 CO/CC$ Scanning Fee$ zPI Radon Fee$ 03 DB_PR$ Notary$� Technology Fee$ � ` - Training/Education Fee$ 0 Double Fee$ Structural Reviews$ to Bond$ TOTAL FEE NOW DUE$ � ° (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT TRACTOR The foregoing instrument was aac'knnowledged before me this The foregoing instrument was acknowledged before me this day nof� �1 , ,20 ,by _day of .20 .by 61 O who is personally known to 94who is personally known to me or who has produced E-- �s me or who has producedI=A2sg�a4 116 as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign Sign: Print: ' e Print: o Z— Ileana Rodridaez ,p40 �'o Meana Rodnguez Seal: Q@� MY Commission EE 882474 Seal' 6 M Commission EE 882474 oc v►° Expires 03/11/2017 '1A � �@ �i�03/11/2017 rrsrsr*r**r*r*s�ssrs rrssr**s*ss* s*** *srrerrrr*sears*ss*sears'r'o**resprr**s*esrr**sssrrsrrrrrrrrrr*rr*rrsr*s APPROVED BY "Iv Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) gt�os Miami Shores Village Building Department „. 10050 N.E.2nd Avenue —�— Miami Shores, Florida 33138 p .f Tel:(305)795.2204 Fax:(305)756.8972 AIR CONDIT6NING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioningre lacement permit applications.Each unit change-out must be on its own data sheet.Multiple units on single eets are not acceptable. Job Address(where the work Is being done): D L h W City: Miami Shores Village County: Miami Dade Zip Cale: .330 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MU T COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY F THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means:YES❑ NO E] ARHI Sheet Attached:YES�On Contract Attached:YES UNIT BEING REPLACED DATA NEIN UNIT MANUFACTURER AHU or PKG.UNIT MODEL# P / lt4' /Viq COND.UNIT MODEL# D KW HEAT I C�o NOM TONS AHUL CUd3 PKG 1)M.C.A AHU8.(4 CU 4.JPKG AHU/ CU PKG 2)M.O.P AHU j CU OPKG PKG 3)VOLTS ® PKG &Z12>0 PKG UNIT / / PKG UNIT 12- EER/SEER YES jM REPLACING DUCTS YES YES REPLACING THERMOSTAT YES CUD Ap NO NEW 4"CONCRETE SLAB NO YES NEW ROOF STAND YES YES NEW RETURN PLENUM BOX YES O 1. Minimum Circuit Ampacity(Wire Size): �3. J 2. Maximum Overcurrent Protection(Fuse/Breaker Size)): 3. Voltage of Circuit 40/480): 4. Size Disconnecting Means: ''//'' // // Contractor's Company Name: 2'��1 �e- C Phone:..3�Zo 6 4& State Certificate or RegistratiortlNo,l• QC ?Y Certificate of Competency No. b co q3 qtz Signature Date: 5= �� s signature) (Revised02/24/2014) This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17,2009 and Dec 31,2016. Certificate of Product Ratings AHRI Certified Reference Number: 8242082 Date: 5/4/2016 Product:Split System:Air-Cooled Condensing Unit,Coll with Blower Outdoor Unit Model Number:GSX160481F* Indoor Unit Model Number:ASPT49D14A* Manufacturer: GOODMAN MANUFACTURING CO., LP. Trade/Brand name: GOODMAN;JANITROL;AMANA DISTINCTIONS; EVERREST;ONE HOUR AIR CONDITIONING AND HEATING; ENERGI AIR Region:All(AK,AL,AR,AZ,CA,CO, CT,DC, DE,FL,GA,HI,ID,IL,IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS,MT, NC,ND, NE, NH,NJ,NM, NV, NY,OH,OK,OR,PA, RI,SC,SD,TN,TX, UT,VA,VT,WA,WV,WI,WY,U.S.Territories) Region Note: Central air conditioners manufactured prior to January 1,2015,are eligible to be Installed in all regions until June 30,2016. Beginning July 1,2016,central air conditioners can only be installed in reglon(s)for which they most the regional efitciency requirement Series name:GSX16 Manufacturer responsible for the rating of this system combination Is GOODMAN MANUFACTURING CO.,LP. 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) 45000 EER Rating(Cooling): 13.00 SEER Rating(Cooling): 16.00 IEER Rating(Cooling): s 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 &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 OO 2014 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 131068557428317560 5/4/2016 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:5/4/2016 Property Information Folio: 11-2136-013-1290 Property Address: 102 NW 105 ST Miami Shores,FL 33150-1244 Owner TODD ROBINSON 102 NW 105 STST Mailing Address MIAMI SHORES,FL 33138 USA Primary Zone 0800 SGL FAMILY- 1701-1900 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds i Baths i Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,759 Sq.Ft Living Area 2,266 Sq.Ft + ' Adjusted Area 2,497 Sq.Ft Lot Size 12,834.4 Sq.Ft Taxable Value Information Year Built 1950 2015 2014 2013 County Assessment Information Exemption Value 1 $0 $0 $0 Year 2015 2014 2013 Taxable Value $273,016 $248,197 $225,634 Land Value $230,655 $137,565 $63,094 School Board Building Value $164,802 $158,809 $158,809 Exemption Value $0 $0 $0 XF Value $3,676 $3,704 $3,731 Taxable Value $399,133 $300,078 $225,634 Market Value $399,133 $300,078 $225,634 City Assessed Value $273,016 $248,197 $225,634 Exemption Value $0 $0 $0 Benefits Information Taxable Value 1 $273,016 $248,197 $225,634 Regional Benefit Type 2015 2014 2013 R Non-Homestead Cap Assessment Reduction $126,1171 $51,8811 Exemption $0 Taxable Value $273,016 Value $0 $248,197$0 $225,6$0 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 34 Board,City,Regional). Sales Information Short Legal Description Previous Sale Price OR Book-Page Qualification Description MIAMI SHORES SEC 5 PB 10-47 02/28/2012 $280,000 28025-4908 Qua[by exam of deed LOTS 1 &2 BLK 126 09/01/2005 $270,000 23874-3731 Other disqualified LOT SIZE 105.200 X 122 12/01/2000 $150,000 19421-0334 Sales which are qualified OR 19421-0334 12 2000 1 COC 23874-373109 2005 6 12/01/1992 $108,000 15759-0736 1 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.gov/info/disciaimer.asp Version: AIR 4114MAWK111111011111111110 iia. 5917 N%1 50"St.Miami.Flarida 33156 Residential-Commercial-Industrial phone:305-2644646 Fax:3OS-267-2525 ��0�3919 1-WO-7.99. 000 PROMM ProDeet Submitted To: Job Info: flute:5-2-16 Name Name Todd Robinson Same Street Address sweet Address 102 NW. 105 St. 102 NW. 105 St. City,state.zip Cay.state Zip Miami Shores,FL.33150 Miami Shores,FL.33150 Phone No Phone Na. 305-215-0450 toddriino abellsouth.net We hereby submit specifications and estimates for. The Supply and Installation of one 4 Ton Air Conditioning and Heating System. Make:Goodman Model:GSX160481 /ASPT49D14 S.E.E.R. 16 Inslln es: Removal of the Old Unit and Dispose of it, Installation of the New Unit, Waw 10-Years on Compressor 10-Year Parts 1-Year Labor We Propose hereby to furnish material and labor—complete in accordance with above specifications,for the m of R_FE THOUSAND THREE HUNDRED EIGHTY SEVEN0/100(S387.00) 41 �,pr Payment to be made as follows SW-6 at sign contract. a upon equt t mstailatiim � All material is guamateed to be as spa►Ged All arork to be completed to n arorkoimilike maturer accordm,;to staadud prao"a Any ahemnon or deinanan from abow spsctRwtmas merohmg extra cots will be executed only upon*Tifton otdsrs.and will become an extra charge over and above the estimate All agreements conimgent upon strikes.aeculams,or delays be!and oar control owner to wiry mire.tornado and other accessary insumoce Ota workers am rally cmvmd by mmi s C nwioa 1 se Authorized Signature _ Mote Thu prgwsal may be wnhdta"by ' trot accepted wubui 3t)days .4cwpwn.cse of proposml-The above prices,spccincations and conditions tui satisfactory and crcby nccepicd L You are r authonzed to do the as spe 'fled Pagment wrill be outlined above Date of Acceptanew,0% Za�l Signature Signature 1 " —11!57 ENGINEERING Technical Evaluation Report EXPRESS® DIVISION:23 08 00—COMMISSIONING OF HVAC E.X.P.E.R.T.(Engineering Express Product Evaluation Report) THIS DOCUMENT CONTAINS(5)PAGES:THE FIRST PAGE MUST BEAR AN 160 SW 12TH AVE SUITE 106,DEERFIELD BEACH,FL 33442 ORIGINAL SIGNATURE&SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (954)354-0660 i ENGINEERING EXPRESS.COM (Issued March 16,2016 Subject to Renew March 15th,2017) EVALIUATION SUBJECT: GOODMAN SPLIT UNITS 1179MVIRT46 REPORT HOLDER: GOODMAN MANUFACTURING COMPANY, L.P. eak 5151 SAN FELIPE STREET HOUSTON,TX 77056, USA 877-254-4729 1 GOODMANMFG.COM ( SCOPE OF EVALUATION(compliance with the following codes): 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 5"' Edition Florida Building Code (2014) per FBC _ Section 104.11, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC NOTE:GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR Existing Building sections 701.1, 706.6.1, FBC Building 1522.2,and FBC ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE Residential M1202.1, M1301.1, FS 471.025, including Broward County Administrative Provisions 107.3.4. The product noted on this report has UNIT CASING MATERIAL: been tested and/or evaluated as summarized herein. 26ga galvanized sheet steel ASTM A653 CS cold rolled steels for side IN ACCORDANCE WITH THESE CODES EACH OF THESE covers. 22ga galvanized sheet steel ASTM A653 cold rolled steel for REPORTS MUST BEAR THE ORIGINAL SIGNATURE&RAISED bottom base pan.20ga galvanized sheet steel ASTM A653 cold rolled steel SEAL OF THE EVALUATING ENGINEER. for top panel. Removable top & side covers secured with 410-12 sheet metal screws. SUBSTANTIATING DATA: Knockouts provided for utility&control connections. -Product Evaluation Documents Substantiating documentation has been submitted to provide this TER and INSTALLATION: is summarized in the sections below. Shall follow manufacturer specifications as well as the information provided -Structural Engineering Calculations herein. Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the STRUCTURAL PERFORMANCE: following design criteria: Models referenced herein are subject to the following design limitations: ASCE-710 Exposure Categories C • Maximum allowable unit panel wind pressure connection Up to and including 175mph(Vult)for up to 200'MRH**.HVHZ*** integrity Up to and including 170mph(Vult)for up to 260'MRH**.HVHZ*** • Maximum allowable uplift,sliding,&overturning moment Up to and including 200mph(Vult)for up to 200'MRH**.Non-HVHZ*** for ground and roof applications Ground or Roof Application per installation instructions **Mean Roof Height***High Velocity Hurricane Zone Calculation summary is included in this TER and appears below. Maximum Rated Wind Pressure: NOTE: No 33% increase in allowable stress has been used in the design of this product. Microsoft Excel was used to carry out the 193psf Lateral 93psf Uplift (less DeadLDad) calculations present in this report. Site specific wind analysis may produce alternate limitations provided INSTALLATION: maximum rated wind pressure is not exceeded. The product(s)listed above shall be installed in strict compliance with this TER&manufacturer-provided model specifications. ORIGINAL SIGNATURE AND RAISED SEAL The product components shall be of the material specified in the manufacturer-provided product specifications.All screws must be installed REQUIRED TO BE VALID PER CODE: in accordance with the applicable provisions & anchor manufacturer's published installation instructions. LIMITATIONS&CONDITIONS OF USE: March 16, 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 Frank L. Bennardo, P.E.,SECB located on the final page. ENGINEERING EXPRESS® FINISH: PE#0046549 CA#9885 Baked enamel. The FBC 14 defines APPROVED SOURCE(Section 22)as:"An independent person,firm or corporation,approved by the building official,who is competent and experienced in the application of engineering principles to materials,methods or systems analyses.'Engineering Express®professionals meet the competency requirements as defined in the FBG and can seat their work.Engineering Expresso is regularly engaged in conducting and providing engineering evaluations of single-element and full-scale building systems tests. G`®ODMAN SPLIT SYSTEMS Engineering Express® I TER-16-3146 r SECTION 2 PRODUCT INSTALLATION Condenser Unit Ai TIE-DOWN CLIP (GROUND APPLICATION) TIE-DOWN CLIP Tie-down clips.See ASTM A653 G60 galvanized cold (GROUND AND ROOF APPLICATION) Roof or ground tables below for rolled steel 0.072"thick for all Miami Tech CUTD 1"ASTM A653 structure/substrate cabinets tied down at round specifications g galvanized steel 0.07"thick for all (concrete,steel,see (Goodman Bracket);fasten cabinet cabinets tied down to a roof structure; schedule below) using(2)anchors per clip from Anchor to Host Structure Schedule fasten clip to structure using anchor Table. Clip integrates into base pan from Anchor Schedule to Host Structure TIE-DOWN STRAP&CLIP SCHEDULE slot Table and(2)#10 x 3/8"SS 410 self- drilling screw to fasten clip to unit base * 11e-down StraplMLt Tie-down pan.See Tie-down Strap&Clip Cabinet Roof Height Straps Strap Clips per Schedule Table for clip amount.For Side ground application use tie-down clip schedule corresponding to 60'height. Ground 0 NA 1 Al Upto60'(80') 2 300 1 Up to 120'(150') 2 300 1 Tie-down Strap&Clip Type:(for roof applications) Up to 200'(250') 2 400 1 Ground 0 NA 1 Working Load Limit(WLL)is strap's manufacturer-specified per strap. A minimum Groftstrap width of 1"and minimum length of 15 .is required for all cabinets. 81,82 UpGr 60'(80') 2 NA 1 Clips heights shall be adequate to fit SMS within base pan height.Verify height on site. Up to 120'(150') 2 400 2 Clips shall be placed at center on each side and equally spaced. Up to 200'(250') 2 400 2 Cross member shall be added and fixed to roof stand see detail A. Ground 0 NA 1 Cl,C2,C3, Upto60'(80') 2 400 2 C4,CS Up to 120'(150') 2 500 2 Up to 200'(25(Y) 2 600 2 Ground 0 NA 1 The value shown in parentheses indicates the D1,D2,D3, Upto6o'(80') 2 800 2 allowable roof height in 170mph conditions.i.e.60'(80') 04,D5,06 Up to 120'(15W) 2 1000 2 indicates an allowable roof height of 60'for 175mph or Up to 200'(250') 2 1000 3 80'for 170mph Vult. ANCHOR TO HOST STRUCTURE SCHEDULE charType Note: Ground or Roof 11jr Min Tie-down straps shall be wrapped around unit and roof stand rail,and shall be Cabinet Height* Concrete 1/8"Min 6061-T6 tightened using the buckle.Provide two straps per unit. 3,000 Psi A36 Steel Aluminu Strap material shall be high strength webbing and shall be compliant for exterior m grade use if they contain plastic components,per FBC chapter 26.Select strap Ground A NIA N/A from table based on WLL requirements. For Non-HVHZ, use (2)straps with Al to 60' 80' N A B B minimum WLL of 500ibs each,up to 200'MRH. to 12041504 N/A B B UD to 200' 250' N/A B B Ground A N/A N/A Anchor Types to Host Structure: 61,B2 to 60' 80' N A B B to 120' 150' NIA B B Uo to 2001125011 N/A B e A.—1/4"ELCO ULTRACON SS4 Anchor embedded 3"in 3,000 psi Cl,C2,C3, Ground A N/A N/A concrete.2 1/2"from edge minimum.NOA No.15-0226.11 U_to 60' SO' N/A 8 1 B B.—1/4"-20 UNC SAE Grade 5 screw min.1/2"from edges with nut and G4,C5 to 120' 150' N/A B B UP to 200' 2501 B washer OD 0.75" Ground N NA.-No anchors apply. D1,D2,D3, U to 60' 80' N A B B D4,D5,D6 to 120' 150' to 200 250' B 8 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 12T11 AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 2 (954)354-0660 ENGINEERINGEXPRESS.COM GOODMAN SPLIT SYSTEMS Engineering Express® TER-16-3146 i STRAP AND CLIP LAYOUT c STRAPS SEE TIE-DOWN STRAP&CLIP SCHEDULE YPICAL 3-CLIP SEE ANCHOR TO HOST ONFIGURATION STRUCTURE SCHEDULE OR SEE DETAIL A STRAPS SEE TIE-DOWN HORIZONTAL STRAP SEE STRAP&CLIP SCHEDULE PANEL INTEGRITY FOR —MIAMI TECH CUTD STRAP SPECIFICATION SEE TIE-DOWN Il �\ STRAP&CLIP SCHEDULE MIAMI TECH CUM SEE /I TIE.DOWN STRAP&CUP �; —CROSS MEMBER I / SCHEDULE 8081-T8 ALU MINUM / 2"X 2"'l4" ROOF STAND RAIL PER SEPARATE Nor 0 ROOF STAND RAIL ENGINEERING PER SEPARATE �-B-)I ENGINEERING STRAP AND CLIP LAYOUT 2 STRAP AND CLIP LAYOUT SCALE:N.T.B. ELEVATION VIEW SCALE:N.T.S. PIAN VIEW CROSS MEMBER 8081-T8 ALUMINUM UNIT 2"X2"W — — — — — ROOF STAND RAIL UNIT O PER SEPARATE ENGINEERING (2)#14-18 STAINLESS STEEL 410 SHEET �O O UNIT METAL SCREW 3" ROOF STAND RAIL 1)z PER SEPARATE ROOF STAND RAIL ENGINEERING PER SEPARATE ENGINEERING A 1 AND 2 CLIP CONFIGURATIONS S SCREWS AT CROSS MEMBER SCALE:N.T.S. DETAIL VIEW SCALE:N.T.S. DETAILVIEW C� O MIAMI TECH CUTD SEE C� TIE-DOWN STRAP &CLIP SCHEDULE BASE PAN O BASE PAN (2)#10 x ala° O SS 410 SMS (2)#10 x 1,V'SS 410 SMS (2) 46061-TSAWMINUM(2)#14-18 (2)#14-18 SS 410 SMS SS 410 SMS Y4"SS 410 WITH MiAk WASHER&NUT SS 410 WITH 3" 3" WASHER&NUT CROSS MEMBER CROSS MEMBER 2"X 2"X Ya" 8081-TBALUMINUM ROOF STAND RAIL 2"X 2"X%" PER SEPARATE ENGINEERING c CROSS MEMBER FRONT VIEW D CROSS MEMBER SIDE VIEW SCALE:N.T.S. SECTION VIEW SCALE:N.T.S. SECTION VIEW Note:Installers must ensure that screws used to 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 (954)354-0660 ENGINEERINGEXPRESS.COM fa00DMAN SPLIT SYSTEMS Engineering Express° I 'TER-16-3146 SECTION 4 SUPPORTING CALCULATIONS&SUMMARY FORCES SUMMARY Weight Ground Lateral Uplift Max Max Max Uplift Cabinet Outside Dimensions Range or Roof* Pressure Pressure Force Overturn Tension Force (lbs) Height (Psf) (Psf) (lbs) (lbs-in) (lbs) (lbs) D(in) W(in) H(in) 23.0 23.0 25.7 Ground 42.7 0 175.6 2261.5 83 0 Al 23.0 23.0 25.7 102 151.0 73 621.2 7998.0 503.2 268.5 23.0 23.0 25.7 120'(150') 173.7 84.0 714.4 9197.8 585.6 308.8 23.0 23.0 25.7 200'(250') 192.9 93A 793.5 10216.4 655.5 343.0 26.0 26.0 32.5 Ground 42.7 0 250.6 4072A 137 0 132,B2 103-131 26.0 26.0 32.5 60'(80') 151.0 73 886.3 14402.6 752.3 343.1 26.0 26.0 32.5 120'(150') 173.7 84.0 1019.3 16563.2 874.0 394.6 26.0 26.0 32.5 200'(250') 192.9 93.4 1132.2 18397.5 977.3 438.3 29.0 29.0 40.0 Ground 42.7 0 344.0 6880.7 209.7 0.0 29.0 29.0 40.0 60'(80') 151.0 73 1216.7 24334.3 1076.4 426.8 Cl,C2,C3,C4,C5 142-184 29.0 29.0 40.0 120'(150') 173.7 84.0 1399.2 27984.8 1250.3 490.9 29.0 29.0 40.0 200'(250') 192.9 93.4 1554.2 31083.9 1398.0 545.2 35.5 35.5 41.8 Ground 42.7 0 439.6 9176.0 218.3 0.0 D1,D2,D3, 35.5 35.5 41.8 206-306 60'(80') 151.0 73 1554.6 32452.0 1273.3 639.6 D4,D5,D6 35.5 35.5 41.8 120'(150') 173.7 84.0 1787.8 37320.3 1482.3 735.6 35.5 35.5 41.8 200'(250') 192.9 1 93.4 1 1985.8 1 41453.3 1659.9 817.0 Note: Calculations performed according to the information provided by the client.Cabinets were assumed solid(0%porosity)for shear and tension calculation purposes. PANEL INTEGRITY SUMMARY Horizontal Horizontal Roof Strap WILLRoofRoof in Strap WLL Strapping Cabinet Height* Strapping (Ibs) Height pp g (Ibs) Required - Required 60'(80') No - 60'(80') No - Al 120'(150') No - B1 120'(150') 1 No - 200'(250') No - 200'(250') No �60'(80') No - 60'(80') NoB2 1NO - C1 120'(150') NO 200'(250'?) NO - 200'(250') NO 60'(80') No - 60'(80') No C2 120'(150') No - C3 120'(150') No - 200'(250') No - 200'(250') No 60'(80') Yes 700 60'(80') No C4 120'(150') Yes 700 C5 120'(150') No 200'(250') Yes 700 200'(250') No 60'(80') Yes 700 -60'(80') Yes 700 D1 120'(150') Yes 700 D2 120'(150') Yes 700 200'(250') Yes 700 200'(250') Yes 700 60'(80') Yes 700 60'(80') Yes 700 D3 120'(150') Yes 700 D4 120'(150') Yes 700 200'(250') Yes 700 200'(250') Yes 700 60'(80') Yes 700 60'(80.) Yes 700 DS 120'(150') Yes 700 D6 120'(150') Yes 700 200'(250') Yes 800 0'(250') Yes 800 ENGINEERING EXPRESS®160 SW 121"AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 4 (954)354-0660 ENGINEERINGEXPRESS.COM GOODMAN SPLIT SYSTEMS Engineering Express® I TER-16-3146 CABINETS&DIMENSIONS Goodman Model No. W/D(in) H(in) Weight Cabinet Goodman Model No. W/D(in) H(in) Weight Cabinet GSX130181 23 25.75 102 Al GSZ140181 29 34.5 143 C4 GSX130241 26 27.5 103 B 1 GSZ140241 29 34.5 143 C4 GSX130301 26 27.5 115 B 1 GSZ140301 29 36.25 171 C3 GSX130361 26 27.5 118 B 1 GSZ140361 29 36.25 173 C3 GSX130421 29 36.25 171 C2 GSZ140421 35.5 39.75 191 D5 GSX130481 29 36.25 175 C2 GSZ140481 29 36.25 226 C3 GSX130601 29 40 184 C3 GSZ140491 35.5 34.5 273 D4 GSX130611 35.5 38.25 211 D2 GSZ140601 35.5 34.5 277 D4 GSX140181 26 27.5 126 B1 VSZ140181 29 34.5 143 C4 GSX140191 26 27.5 131 B1 VSZ140241 29 34.5 143 C4 GSX140241 26 27.5 126 B1 VSZ140301 29 36.25 171 C3 GSX140251 26 32.5 131 B1 VSZ140361 29 36.25 173 C3 GSX140301 29 32.5 162 C1 VSZ140421 35.5 39.75 191 D5 GSX140311 29 32.5 162 C1 VSZ140481 29 36.25 226 C3 GSX140361 29 32.5 162 C1 VSZ140491 35.5 34.5 273 D4 GSX140371 29 32.5 162 C1 VSZ140601 35.5 34.5 277 D4 GSX140421 29 36.25 189 C2 GSZ160181 29 36.38 174 C3 GSX140431 29 36.25 189 C2 GSZ160241 35.5 34.63 180 D4 GSX140481 35.5 36.25 220 D1 GSZ160301 35.5 34.63 186 D4 GSX140601 35.5 38.25 260 D2 GSZ160361 35.5 40 20 D6 DSXC160241 29 32.25 181 C1 GSZ160421 29 36.38 226 C3 DSXC160361 29 38.25 184 C3 GSZ160481 35.5 34.63 250 D4 DSXC160481 35.5 36.25 219 D1 GSZ160601 35.5 40 306 D6 DSXC160601 35.5 38.25 279 D2 DSZC160241 29 38.25 190 C5 GSX160181 29 32.25 145 C1 DSZC160361 35.5 38.25 233 D2 GSX160241 29 32.25 142 C1 DSZC160481 35.5 38.25 305 D2 GSX160301 29 36.25 149 C2 DSZC160601 35.5 38.25 309 22 GSX160361 29 38.25 162 C3 DSZC180361 35.5 38.25 246 D3 GSX160421 35.5 36.25 206 D1 DSZC180481 35.5 38.25 308 D3 GSX160481 35.5 36.25 219 D1 DSZC180601 35.5 38.25 314 D3 GSX160601 35.5 38.25 279 D2 GSZ14019 29 34.5 143 C4 GSX160611 35.5 38.25 291 D2 GSZ14025 29 34.5 143 C4 DSXC180361 35.5 38.25 206 D2 GSZ14031 35.5 34.63 186 D4 DSXC180481 35.5 38.25 268 D2 GSZ14037 35.5 40 20 D6 DSXC180601 35.5 38.25 274 D2 LIMITATIONS&CONDITIONS OF USE: W Use of this product shall be in strict accordance with this TER as noted D 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-speck basis by a 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 H protected against corrosion,contamination,and other such damage at all times. a 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 Note: Illustration selected for dimensional purposes of product. ENGINEERING EXPRESS®160 SW 12TH AVE.SUITE 106 DEERFIELD BEACH,Fl-33442 Page 5 (954)354-0660 ENGINEERINGEXPRESS.COM