Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RC-16-2544
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 525 NW 111 Street Miami Shores, FL 33138-0000 Owner Information DAVID WILLIAM PROPERTIES LLC Permit Permit NO. RC -9-16-25484 Permit Type: Residential Construction Work Classification: Alteration Permit Status: APPROVED Issue Date: 9/22/2016 Expiration: 03/21/2017 Address Parcel Number 3021360210720 Block: Lot: 1680 MICHIGAN Avenue MIAMI BEACH FL 33139- 1680 MICHIGAN Avenue MIAMI BEACH FL 33139- Applicant DAVID WILLIAM PROPERTIES L Contractor(s) OUTDO BUILDERS INC Phone (786)487-4306 Cell Phone Phone (786)580-8923 Cell Valuation: Total Sq Feet: $ 30,000.00 0 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REMODEL KITCHEN AND 2 BATHR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due Bond Type - Contractors Bond CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: , Amount $500.00 $18.00 $50.00 $13.50 $13.50 $6.00 $900.00 $36.00 $24.00 $1,561.00 Pay Date Pay Type Invoice # RC -9-16-61345 09/15/2016 Credit Card 09/22/2016 Credit Card Bond #: 3220 Amt Paid $ 50.00 $ 1,511.00 Amt Due $ 1,511.00 $ 0.00 allOgiONNKft Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Electrical Review Planning Review Building Review Mechanical Review Plumbing Review Structural In consideration of the issuance to e of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict c .rmity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assu . fsponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, J BING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: - ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zgni _ thermore, I authorize the above-named contractor to do the work stated. September 22, 2016 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date September 22, 2016 1 g./ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: fd) 141 trSt City: Miami Shores l� County: Folio/Parcel#: I Gk3b - ��oc k - 012.0 Occupancy Type: Load: FBC 20 Hs i Master Permit No. O, -2S 4 Li Sub Permit No. ❑ EXTENSION ❑RENEWAL ❑ REVISION ❑ CHANGE OF CONTRACTOR CANCELLATION ❑ SHOP DRAWINGS Miami Dade Zip: 3.3ke.ott Is the Building Historically Designated: Yes NO ei Construction Type: Flood Zone: BFE: FFE: /�,� OWNER: Name (Fee Simple Titleholder): i WW1 e IBJ Phone#: 7 SD CU - Address: 4`f '�," ��`J `1bD City: g ,( B640-1 State: T71.._- Zip: 001 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 000/� Leal Address: /1(3 0 sc.. /j9 --S/ lr Phone#: 7ob yr/ %3 a6 City: /4400/ State: Zip: 33 /f7 Qualifier Name: 1 Phone#: >d 5' 7 "3 d State Certification or Registration #: G6' /52 a.3/v Certificate of Competency #: DESIGNER: Architect/Engineer: 1 Phone#: Address: City: State: Zip: /30/ UCX! . Square/Linear Footage of Work: Value of Work for this Permit: $ Type of Work: ❑ Addition Description of Work: _T • ❑ Alteration ❑ New Repair/Replace �PAc�G �O/�Jrr�h/ Z ido.yS' ❑ Demolition Specify color of color thru tile: Submittal Fee $ •W Permit Fee $ Cita) • O CCF $ 1 8 • c Scanning Fee $ 3e - CO Radon Fee $ 13 • SO DBPR $ 13. 50 Technology Fee $ Q"f' G Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ �O • CJS ZOO o ‘0 D• CO/CC$ Notary $ Double Fee $ Bond $' TOTAL FEE NOW DUE $ 01 I l• w 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 ,rye... applicable laws regplalingconst �iqn a � d�niing. "WARNING TO OWNER: YOUR FAILU E TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOII`'INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT."41. ^�' A .I Notice to Applicant: As a condi/on to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promi$e in good faith that a copy of the notice of commencement and construction lien law brochure will be iiiey@rd to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencememust b po"1te .at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the • Bence of such posted notice, the inspection will no pprovd an • ection fee will be charged. Signature NER or AGENT Signature CONTRACTOR The foregoing instrument^was acknowledged before me this The foregoing instrument wasyacknowledged before me this 2 dayffof " �1 1�.� , 20 1 (a , by day of 4,04 , 20 it by J� 'J10 �MQflO , who is personally known to )U'ee/ e/.4 , who is personally known to me or who has produced a Dt2l1)( Li e,eit las me or who has produced as identification and who did take an oath. NOTAR PUB IC: Sign: Print: Seal: identification and who did take an oath. NOTARY PUBLIC: Sign: YorOy% i�ANCNa alFsea My - m. Ex. •e 1818 Print: _ `'r FApt 1111152' Sonata Throoan National Notary Assn. Seal: —: _ _ i-4.+..iveamo+ — *********************************************************************************************************** APPROVED BY 10/tis, Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 FFICE OF THE PROPERTY APPAISER Summary Report Property Information Folio: 11-2136-021-0720 Property Address: 525 NW 111 ST Miami Shores, FL 33168-3331 Owner DAVID WILLIAM PROPERTIES LLC Mailing Address 1680 MICHIGAN AVE 700 MIAMI BEACH, FL 33139 USA Primary Zone 0100 SINGLE FAMILY - GENERAL Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,876 Sq.Ft Lot Size 7,830 Sq.Ft Year Built 1949 Assessment Information Year 2016 2015 2014 Land Value $141,215 $141,215 $84,254 Building Value $120,815 $121,087 $117,951 XF Value $2,600 $2,159 $2,186 Market Value $264,630 $264,461 $204,391 Assessed Value $264,630 $264,461 $175,648 Benefits Information Benefit Type 2016 2015 2014 Non -Homestead Cap Assessment Reduction Taxable Value $28,743 Note: Not all benefits are applicable to all Taxable Values i.e. County, School Board, City, Regional). Short Legal Description WEST SHORES PB 42-18 LOT 13 BLK 4 LOT SIZE 58.000 X 135 OR 18549-2410 03 1999 1 COC 24092-3715 11 2005 5 Generated On : 9/15/2016 Taxable Value Information ( 2016i 2014 County Exemption Value $0 $0 $0 Taxable Value $264,630 $264,461 $175,648 School Board Exemption Value $0 $0 $0 Taxable Value $264,630 $264,461 $204,391 City Exemption Value $0 $0 $0 Taxable Value $264,630 $264,461 $175,648 Regional 11 Exemption Value i $o $264,6301 r $0 $0 Taxable Value $264,461 $175,648 Sales Information Previous Sale Price OR Book - PageQualification Description 08/03/2016 $175,000 30196- 0824 Qual by exam of deed 09/17/2014 $100 29314- 2811 Corrective, tax or QCD; min consideration 02/14/2014 $97,500 29048-Qual 0364 by exam of deed 11/01/2005 $0 24092- 3715 Sales which are disqualified as a result of examination of the deed 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/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/15/2016 Detail by Entity Name FLORIDA •DEPARTMENT OF STATE DIVISION OF CORPORATIONS fimb..Z Detail by Entity Name Florida Limited Liability Company DAVID WILLIAM PROPERTIES, LLC Filing Information Document Number L15000007256 FEI/EIN Number APPLIED FOR Date Filed 01/13/2015 State FL Status ACTIVE Principal Address 1680 MICHIGAN AVE. Suite. #700 MIAMI BEACH, FL 33139 Changed: 01/13/2016 Mailing Address 1680 MICHIGAN AVE. Suite. #700 MIAMI BEACH, FL 33139 Changed: 01/13/2016 Registered Agent Name & Address UNITED STATES CORPORATION AGENTS, INC. 13302 WINDING OAK COURT A TAMPA, FL 33612 Authorized Person(s) Detail Name & Address Title AMBR Sawin, Craig B 616 Poppy Ave. Corona Del Mar, FL 92625 Title AMBR Romano, David Page 1 of 2 http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 9/15/2016 Detail by Entity Name 155 NW 124 St North Miami, FL 33168 Annual Reports Report Year Filed Date 2016 01/13/2016 Document Images 01/13/2016 -- ANNUAL REPORT 01/13/2015 -- Florida Limited Liability View image in PDF format View image in PDF format Page 2 of 2 C< yri ft ,4' and Privacy Policies State of Florida, Department of State http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 9/15/2016 Miami Shores Village Building Department CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 A. /COPY OF QUALIFIER'S STATE LICENCES B. OPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: O' f/p 1El, 11 04 ,T. -7C.- BUSINESS ADDRESS: //f30 Si.,, itr 57— CITY // STATE w� ZIP 3S BUSINESS PHONE: ( 7' ) FAX NUMBER ( ) CELL PHONE ( ►% ) 4/rl c/AUG QUALIFIER'S NAME: 4h #4 c ftirz QUALIFIER'S LIC NUMBER: C (7c /S2 c3 /0 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE -OF FLORIDA DEPARTMENT OF BUSINESS AND. PROFESSIONAL REGULATION CONSTRUCTION. INDUSTRY LICENSING BOARD`' ti LICENSE NUMBER CGC1520310 _.. 11Z"4).1 K _. s. 1§ .. The. GENERAL CONTRACTOR-' :Named below IS;CERTIFIED Under the provisions of Chapter 489 FS �`�-p"�' Expir�fion d to AUG 31; 2018 -• �~-- 77**, IDRIGUEZ;ABIEZER'Y. ,-�"`"�,--"`''-•^'`�,' ©UI OVILDERS N IAMI-- `FC331'57 ' - ISSUED: 07/04/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1607040001866 009246 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 6941-885 BUSINESS NAME/LOCATION OUTDO BUILDERS INC 11530 SW 168 ST MIAMI FL 33157 OWNER OUTDO BUILDERS INC Worker(s) 1 RECEIPT NO. RENEWAL 7217656 LBT EXPIRES ' EPTEMBER30, 2017 placewr. Must be displayed at Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC1520310 PAYMENT RECEIVED BY TAX COLLECTOR $75.00 07/27/2016 CREDITCARD-16-044229 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.miamidade.gov/taxcoilector t CERTIFICATE OF LIABILITY INSURANCE Q9/0 „6 " THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is en ADDRIONAL INSURED, the policy(ies) must be endorsed. if SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Univista Insurance -Corporate 8476 SW 40th St. Suite 201 Miami FI, FL 33155 Phone (305) 456-6622 Fax (786) 953-7029 CONTACT MARINA SANTOS NAME: PAS No Ext(305) 456-6622 um, Nei: (786) 953-7029 E-MAIL msantosatlnivlstatnsurance.com INSURER(S) AFFORDING COVERAGE NAICM INSURER A: ARCH SPECIALTY INSURANCE CO N INSURED OUTDO BU)LDERS,INC 11530 SW 168 ST Wami, FL 33157 B : ,LMMUD_D/YYYYI 03/26/2016 _INSURER INSURER C: EACH OCCURRENCE INSURER D : DAMAGE TO RENTED PREPISES Ms ocargnoe) INSURER E MED EXP (Anyone pin) INSURER F : PERSONAL R ADV INJURY COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WH:CH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ITR TYPE OF INSURANCE ADDLSUBR INSR WVD POUCY NUMBER POLICY EFF POLICY EXP DAM/DD= UMITS A LIABILITY C•J COMMERCIAL GENERAL LIABILITY Fid E D CLAIMS -MADE OCCUR N N AGL0011192-02 ,LMMUD_D/YYYYI 03/26/2016 - 03/26/2017 EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED PREPISES Ms ocargnoe) $ 100,000.00 MED EXP (Anyone pin) $ 5,000.00 PERSONAL R ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PE a 0 LOC PRODUCTS - COMPIOP AGG $ 1.000,000.00 $ AUTOMOBILE LIABILITY r:ANY AUTO C_OMBINED SINGLE LIMIT 1 $ BODILY INJURY (Per person) $ ALL OWNED SCHEDULED • AUTOS 1 AUTOS ❑ HIRED AUTOS NON -OWNED ❑ AUTOS 0 0 BODILY INJURY (Per accident 8 FIT:TBTY DAMAGE ter e $ $ ❑ UMBRELLA UAB 1 OCCUR ❑ EXCESS LIAB • CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ 0 DED 0 RETENTIONS $ WORKERS COMPENSATIONr'.ii AND EMPLOYERS UABIUTY Y I N ANY PROPRIETORIPARTNERJEXECUTVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) NIA T CYTS, -S ORH E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ if yes. describe under DESCRIPTION OF OPERATIONS below 5 DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS ! LOCATIONS !VEHICLES (Attach ACORD 101, Additional Remarks Schedule, N more space is required) General Contractor License No. CGC1520310 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIB •.' o LICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NO . LL : • ELIVERED IN ACCORDANCE WITH THE POLIO Ir ` ONS 416 AUTHORIZED REPRESENTATIVE ri I'll r AI Ar, ACORD 25 (2010/05) QF 198$-2010 The ACORD n: )RD (CORPORATION. All rights reserved. and (ago are registered marks of ACORD JEFF ATWATER CHIEF FINANCIAL. OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EXPIRATION DATE: 2/26/2018 ABIEZER EFFECTIVE DATE: 2/27/2016 PERSON: RODRIGUEZ FEIN: 452585979 BUSINESS NAME AND ADDRESS: OUTDO BUILDERS INC 11530 SW 168 ST MIAMI FL 33157 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 IVilami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Horida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who-employsone or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU AC. : ' . EDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 7 day of Sc, , 20 11. By ✓i a/ c9" 0 0 who is personally known to me or has produced as identification. Notary: 0/A— ORLANDO SANCHEZ Notary Public - State of Florida • :.... *i My Comm. Expires Apr 28, 2018 Commission # FF 117115 enndadlbmuph_Nationhl Not►ry Awn. SEAL: OUTDO BUILDERS, INC. 11530 SW 168 Street Miami, FL 33157 (786) 487-4306 CGC #1520310 9/6/2016 Sate of 14 //l County of J% 4 Before me this day personally appeared -ezPr who, being duly swon, deoses and says: That he or she will be the only person working on the project located at 5 L /tis // sT Sworn to (or affirmed) and subscribed before me this 6 day of Se/ ,20 I `, by 4L czer J` Personally know Or Produced Identification Type of Identification Produced NN• ORLANDO SANCHEZ Notary Public • State of Floiide Expire Pr 28.201! • My Co ' " � 17115 Hiro t 1 �lotery Ass Print,Type or Stamp Name of Notary 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-273357 Permit Number: RC -9-16-2544 Scheduled Inspection Date: December 20, 2016 Inspector: Naranjo, Ismael Owner. Job Address: 525 NW 111 Street Miami Shores, FL 33138-0000 Project: <NONE> Contractor: OUTDO BUILDERS INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number (786)580-8923 Parcel Number 3021360210720 Phone: (786)487-4306 Building Department Comments REMODEL KITCHEN AND 2 BATHROOMS. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed / Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 19, 2016 For Inspections please call: (305)762-4949 Page 28 of 37 Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Square Footage Description of Work Date Issued Occupancy Load Occupancy Type Applicable Code JN RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 POST ON SITE Permit NO. RC -9-16-2544 Permit Type: Residential Construction Work Classification: Alteration Issue Date: 9/22/2016 Expires: 03/2 U2017 ECTION REQUESTS: (305)762-4949 or Log on at https://bIdg.miamishoresvillage.com/cap __QUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:3021360210720 Owner's Name: Job Address: Bond Nu 525 NW 111 Street Miami Shores, FL 33138-0000 Owner's Phone: Total Square Feet: Total Job Valuation: (786)580-8923 0 $ 30,000.00 Contractor( OUTDO BUILT Primary Contractor Yes WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:00AM - 7:OOPM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY 'ORE COMMENCING WORK OR RECORDING YOUR NOTICE OF MM T. INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Em. joaraiatim 21111=iilinkaillinieW4 in u VVVJ/ V ,t - �terior Framing Insu . 'on Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance 1 FINAL !'1 DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS k Zoning Final ZONING COMMENTS 1.111111111111 INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling R Roug Telephone Rough x"v Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With a. 1 ELECTRICAL COMMENTS G -- INSPECTION FIRE DATE INSP Final Sprinkler Final Alarm FINAL INSPECTION DATE INSP Rough Water Service kIS 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL L, It ./%./ PLUMBING COMMENTS INSPECTION MECHANICAL DATE INSP Underground Pipe Rough qicti Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum FINAL MECHANICAL COMMENTS Goodman Air Conditioning & Heating Ce-SX16� COOLING CAPACITY.' 18,000 - 57,000 ENERGY-EFFICIENT SPLIT SYSTEM AIR CONDITIONER 1% To 5 TONS UP TO 16 SEER Contents Nomenclature 2 Product Specifications 3 Expanded Cooling Data 4 AHRI Ratings 20 Dimensions 57 Wiring Diagrams 58 Accessories 60 .•. • . • • •••••• • •• •• • • • • • • • • • • • •••• • • •••• • • • • • • • • • • • • • •••• • • •• •• •• •• • • • • • • • • • • • • • •• • •••• • • • •. • Standard Features • Energy-efficient compressor • Factory -installed filter drier • Fully charged for 15' of tubing length • Copper tube/aluminum fin coil • Service valves with sweat connections and easy -to -access gauge ports • Contactor with lug connection • Ground lug connection • AHRI Certified • ETL Listed ENERGY STAR• and the ENERGY STAR mark are registered trademarks owned by the U.S. Environmental Protection Agency. ENERGY STAR products are third -party certified by an EPA -recognized Certification Body. Products that earn the ENERGY STAR prevent greenhouse gas emissions by meeting strict energy efficiency guidelines set by the U.S. Ernnronmental Protection Agency. Proper sizing and installation of equipment is critical to achieving optimal performance. Split system air conditioners and heat pumps must be matched with appropriate coil components to meet ENERGY STAR criteria. Ask your contractor for details or visit www.energystargov. Cabinet Features • Heavy -gauge galvanized -steel cabinet with a louvered sound control top • Attractive Architectural Gray powder -paint finish with 500 -hour salt -spray approval • Wire fan discharge grille • Steel louver coil guard • Single -panel access to controls with space provided for field -installed accessories • When properly anchored, meets the 2010 Florida Building Code unit integrity requirements for hurricane -type winds (Anchor bracket kits available.) PARTS LIMITED WARRANTY CI BBB sap kitertek • Complete warranty details available from your local dealer or at www. goodmanmfgcom. To receive the 10 -Year Parts limited Warranty, online registration must be completed within 60 days of installation. Online registration is not required in California or Quebec. �• • • • SS-GSX16 www. goodmanmfg.com 11/15 Supersedes 9/15 NOMENCLATURE G X 16 036 1 A A Brand G Goodman° Brand Product Category r 2 3 4,5 6,7,8 9 S Split System Unit Type Xj (Condenser R -410A) Z Heat Pump R -410A Efficiency 13 13 SEER 14 14 SEER (16 16 SEER) 18 18 SEER Engineering Major & Minor Revisions (not used for inventory or ordering) Electrical 1 208/230 V, 1 Phase, 60 Hz tJ (220/240 V, 1_Phase, 50 Hz 3 208/230 V, 3 Phase, 60 Hz Nominal Capacity 018 134 Tons (030 234 Tons! 042 3% Tons 019 134 Tons 031 234 Tons 043 3% Tons 024 2 Tons 036 3 Tons 048 4 Tons 025 2 Tons 037 3 Tons 060 5 Tons . . . .. . . .... . . .... .. .. . • •• • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • •• • . • • •••• • • • • • 2 www.goodmanmfg.com SS-GSX16 PRODUCT SPECIFICATIONS Tested and rated in accordance with AHRI Standard 210/240 2 Wire size should be determined in accordance with National Electrical Codes; extensive wire runs will require larger wire sizes ' ust use tim - • elay fuses or -type circu breakers of e same size as note.. NOTES • Always check the S&R plate for electrical data on the unit being installed. • Installer will need to supply W to 1'4" adapters for suction line connections. • Unit is charged with refrigerant for 15' of W liquid line. System charge must be adjusted per Installation Instructions Final Charge Procedure. • Installation of these units requires the specified TXV Kit to be installed on the indoor coil. THE SPECIFIED TXV IS DETERMINED BY THE OUTDOOR UNIT NOT THE INDOOR COIL. ENERGY STAR NOTES • Proper sizing and installation of equipment is critical to achieving optimal performance. Split system air conditioners and heat pumps must be matched with appropriate coil components to meet ENERGY STAR criteria. Ask your contractor for details or visit www.energystar.gov. • The www.energystar.gov website provides up-to-date system combinations certified to meet ENERGY STAR requirements. See Pages 20-21 for all ENERGY STAR certified combinations as of this document's revision date. • •• • • •••• • • •••• •�• • • SS-GSX16 www.goodmanmfg.com 3 GSX16 0181F* GSX16 0241F* GSX16 0301F* GSX16 0361F* GSX16 0421F* GSX16 0481F* GSX16 0601F* GSX16 0611F* 18,000 23,600 34,800 42,000 45,500 54,000 57,000 NOIr na Cooling.(BTU/h)) 16 16 16 16 16 16 16 16 (SEER1 Decibels 71.5 71.5 71.5 71.5 73 73 73 73 COMPRESSOR RLA 9.0 13.5 12.8 14.1 17.9 17.9 21.4 25 LRA 46 58.3 64 77 112 112 135 134 CONDENSER FAN MOTOR Horsepower 1/6 1/6 1/6 1/6 1/6 1/4 1/3 1/4 FLA 1.10 1.10 1.10 1.10 1.10 1.50 2.80 1.50 REFRIGERATION SYSTEM Refrigerant Line Size' Liquid Line Size ("O.D.) 'Y:' %" %," %" '/:' %;' 'Y," %" Suction Line Size ("O.D.) '/." a/" %:' %" %;' %;' ye Vie" Refrigerant Connection Size Liquid Valve Size ("O.D.) %" %,,,%" 'Y•" %.. %" 'Y;' %II •••• Suction Valve Size ("O.D.) 3/." '/." %:' %' %." %;'• • %•" • • • • • •'/:' • • • Valve Type Sweat Sweat Sweat Sweat Sweat Sweat* • •Sweat • •46weat • • • Refrigerant Charge 78 78 91 94 110 12f ": " 240 •' • • 125 ' ELECTRICAL DATA • ••.• • • • Voltage -Phase (60 Hz) 208/230-1 208/230-1 208/230-1 208/230-1 208/230-1 208/21(14 ..2.08/230.• • 16g/230-1.0 Minimum Cir • • •• • _ ' % Z e•^ 12.4 18.0 17.1 18.7 23.5 23.9 •;' •; 29.6 • • :•:2.8 • ax. Overcurrent Protection, 20 30 Eti) 30 40 I 40 • • 50 • •50 • •••.•• • = • •r - -•••r•. 197/253 197/253 197/253 197/253 197/153 ' ;1.97/253 197/253 • (Electrical Conduit Size) %2" or %" h" or''/" %z" or''s" ''/2" or %" %" or''/." 'A" or7" • 4" or % %" or %" • EQ T • . " IGHT (LBS) 145 142 149 162 206 219 • • • 279 • • °:•.291 • • • • SHIP WEIGHT (LBS) 163 160 167 180 228 241 301 314 ENERGY STAR CERTIFIED NO -7 ""+--7n.'�i , - jr'i tMIS r ^,V, r---i, VR::y� •--ryr:+ V<•^J• - r,'-7 J aw a. "'M Tested and rated in accordance with AHRI Standard 210/240 2 Wire size should be determined in accordance with National Electrical Codes; extensive wire runs will require larger wire sizes ' ust use tim - • elay fuses or -type circu breakers of e same size as note.. NOTES • Always check the S&R plate for electrical data on the unit being installed. • Installer will need to supply W to 1'4" adapters for suction line connections. • Unit is charged with refrigerant for 15' of W liquid line. System charge must be adjusted per Installation Instructions Final Charge Procedure. • Installation of these units requires the specified TXV Kit to be installed on the indoor coil. THE SPECIFIED TXV IS DETERMINED BY THE OUTDOOR UNIT NOT THE INDOOR COIL. ENERGY STAR NOTES • Proper sizing and installation of equipment is critical to achieving optimal performance. Split system air conditioners and heat pumps must be matched with appropriate coil components to meet ENERGY STAR criteria. Ask your contractor for details or visit www.energystar.gov. • The www.energystar.gov website provides up-to-date system combinations certified to meet ENERGY STAR requirements. See Pages 20-21 for all ENERGY STAR certified combinations as of this document's revision date. • •• • • •••• • • •••• •�• • • SS-GSX16 www.goodmanmfg.com 3 A IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. Shaded area reflects ACCA (TVA) conditions 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX16O181F*/CA*F3636*6D*+TXV MBh S/T 16.1 0.78 16.5 0.69 17.9 0.53 OUTDOOR AMBIENT TEMPERATURE 15.7 0.81 16.2 0.72 17.5 0.55 18.8 0.35 659F 759F 852F 959F 1059E 1159F 15.0 0.85 ENTERING INDOOR WET BULB TEMPERATURE IDB AIRFLOW 59 I 63 I 67 I 71 59 I 63 I 67 I 71 59 I 63 I 67 I 71 59 I 63 I 67 I 71 59 I 63 I 67 I 71 59 I 63 I 67 I 71 14.7 0.60 15.7 0.39 MBh 15.8 16.4 17.9 - 15.4 16.0 17.5 - 15.1 15.6 17.1 - 14.7 15.2 16.7 - 14.0 14.5 15.9 - 12.9 13.4 14.7 - 17 11 S/T 0.68 0.57 0.40 - 0.71 0.59 0.41 - 0.73 0.61 0.42 - 0.75 0.63 0.43 - 0.78 0.65 0.45 - 0.78 0.66 0.45 - 1.46 1.50 AT 19 16 12 - 19 17 13 - 19 17 13 - 19 17 13 - 19 16 13 - 18 15 12 - 5.0 525 kW 1.18 1.20 1.23 - 1.26 1.28 1.31 - 1.32 1.35 1.38 - 1.38 1.41 1.45 - 1.43 1.46 1.50 - 1.47 1.50 1.54 - 226 243 Amps 4.3 4.3 4.5 - 4.6 4.7 4.8 - 4.9 5.0 5.2 - 5.2 5.4 5.5 - 5.6 5.7 5.9 - 5.9 6.0 6.2 - 103 109 HiPR 199 214 226 - 223 240 254 - 254 273 289 - 289 311 329 - 326 350 370 - 360 387 409 - 159 Lo PR 101 108 118 - 107 114 125 - 111 119 129 - 117 125 136 - 123 130 142 - 127 135 147 - 18.4 14.3 MBh 17.1 17.7 19.4 - 16.7 17.3 19.0 - 16.3 16.9 18.5 - 15.9 16.5 18.1 - 15.1 15.7 17.2 - 14.0 14.5 15.9 - 0.38 0.92 S/T 0.71 0.59 0.41 0.73 0.61 0.43 - 0.75 0.63 0.44 - 0.78 0.65 0.45 - 0.81 0.67 0.47 - 0.81 0.68 0.47 - 19 15 10 20 AT 17 15 11 - 17 15 11 - 17 15 11 - 18 15 12 - 17 15 11 - 16 14 11 - 70 650 kW 1.21 1.23 1.26 - 1.28 1.31 1.34 - 1.35 1.38 1.41 - 1.41 1.44 1.48 - 1.46 1.49 1.53 - 1.51 1.54 1.58 - 4.5 4.6 Amps 4.4 4.5 4.6 - 4.7 4.8 4.9 - 5.1 5.2 5.3 - 5.4 5.5 5.7 - 5.7 5.8 6.0 - 6.0 6.2 6.4 - Hi PR 205 221 233 - 230 248 262 - 262 282 298 - 298 321 339 - 336 361 381 - 371 399 421 - 375 403 Lo PR 105 111 122 - 111 118 128 - 115 122 133 - 121 128 140 - 126 135 147 - 131 139 152 - 128 136 MBh 17.1 17.7 19.4 - 16.7 17.3 19.0 - 16.3 16.9 18.5 - 15.9 16.5 18.1 - 15.1 15.7 17.2 - 14.0 14.5 15.9 - 16.7 18.1 S/T 0.71 0.59 0.41 - 0.73 0.61 0.43 - 0.75 0.63 0.44 - 0.78 0.65 0.45 - 0.81 0.67 0.47 - 0.81 0.68 0.47 - 0.36 0.86 AT 17 14 11 - 17 14 11 - 17 15 11 - 17 15 11 - 17 14 11 - 16 13 10 - 10 675 kW 1.21 1.23 1.26 - 1.28 1.31 1.34 - 1.35 1.38 1.41 - 1.41 1.44 1.48 - 1.46 1.49 1.53 - 1.51 1.54 1,58 - kW 1.21 Amps 4.4 4.5 4.6 - 4.7 4.8 4.9 - 5.1 5.2 5.3 - 5.4 5.5 5.7 - 5.7 5.8 6.0 - 6.0 6.2 6.4 - 1.59 1.64 HiPR 205 221 233 - 230 248 262 - 262 282 298 - 298 321 339 - 336 361 381 - 371 399 421 - 6.1 6.3 Lo PR 105 111 122 - 111 118 128 - 115 122 133 - 121 128 140 - 126 135 147 - 131 139 152 - IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. Shaded area reflects ACCA (TVA) conditions 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX16O181F*/CA*F3636*6D*+TXV MBh S/T 16.1 0.78 16.5 0.69 17.9 0.53 19.2 0.34 15.7 0.81 16.2 0.72 17.5 0.55 18.8 0.35 15.3 0.83 15.8 17.1 18.3 0.74 0.56 0.36 15.0 0.85 15.4 0.76 16.7 0.58 17.9 0.37 14.2 0.88 14.6 0.79 15.8 0.60 17.0 0.39 13.2 0.89 13.5 0.80 14.7 0.60 15.7 0.39 AT 22 20 16 11 22 20 17 12 22 20 17 12 22 21 17 12 22 20 17 11 21 19 16 11 525 kW 1.19 1.21 1.24 1.28 1.27 1.29 1.32 1.36 1.33 1.36 1.39 1.43 1.39 1.42 1.46 1.50 1.44 1.47 1.51 1.55 1.48 1.51 1.56 1.60 Amps 4.3 4.4 4.5 4.7 4.6 4.7 4.9 5.0 5.0 5.1 5.2 5.4 5.3 5.4 5.6 5.8 5.6 5.7 5.9 6.1 5.9 6.1 6.3 6.5 HI PR 201 216 229 238 226 243 257 268 257 276 292 304 292 315 332 347 329 354 374 390 363 391 413 431 Lo PR 103 109 119 127 108 115 126 134 113 120 131 139 118 126 137 146 124 132 144 153 128 136 149 159 MBh 17.4 17.9 19.4 20.8 17.0 17.5 19.0 20.3 16.6 17.1 18.5 19.9 16.2 16.7 18.1 19.4 15.4 15.8 17.2 18.4 14.3 14.7 15.9 17.1 S/T 0.81 0.72 0.55 0.35 0.84 0.75 0.57 0.36 0.86 0.77 0.58 0.37 0.88 0.79 0.60 0.38 0.92 0.82 0.62 0.40 0.93 0.83 0.63 0.40 AT 20 18 15 10 20 19 15 10 20 19 15 10 20 19 15 11 20 18 15 10 19 17 14 10 75 650 kW 1.21 1.24 1.27 1.30 1.29 1.32 1.35 1.39 1.36 1.39 1.42 1.46 1.42 1.45 1.49 1.53 1.47 1.50 1.54 1.59 1.52 1.55 1.59 1.64 Amps 4.4 4.5 4.6 4.8 4.7 4.8 5.0 5.2 5.1 5.2 5.4 5.6 5.4 5.6 5.7 5.9 5.8 5.9 6.1 6.3 6.1 6.2 6.4 6,7 Hi PR 207 223 236 246 233 250 264 276 • •265 • • 385: :301' • 3* : 3919' 324 343 357 339 365 385 402 375 403 426 444 Lo PR 106 112 123 131 112 119 130 138 s .116 . Z23.'.`1.3::144.; 11/ 130 142 151 128 136 148 158 132 141 153 163 MBh 17.4 17.9 19.4 20.8 17.0 17.5 19.0 20.3..1.S.6..:7.f•a8.S•'19'•9 :1§.Z• 16.7 18.1 19.4 15.4 15.8 17.2 18.4 14.3 14.7 15.9 17.1 S/T 0.81 0.72 0.55 0.35 0.84 0.75 0.57 0.36 0.86 0.77 0.58 0.37 0.88 0.79 0.60 0.38 0.92 0.82 0.62 0.40 0.93 0.83 0.63 0.40 AT 19 18 14 10 19 18 15 10 19 18 15 10 20 18 15 10 19 18 15 10 18 17 14 9 675 kW 1.21 1.24 1.27 1.30 1.29 1.32 1.35 1.39 106• 1.39 • 1.49.•1.46 4132 .1.45 1.49 1.53 1.47 1.50 1.54 1.59 1.52 1.55 1.59 1.64 Amps 4.4 4.5 4.6 4.8 4.7 4.8 5.0 42 : 5.i 5.2: '5.4 : 5.6 : .5.4 : :'.6 5.7 5.9 5.8 5.9 6.1 6.3 6.1 6.2 6.4 6.7 Hi PR 207 223 236 246 233 250 264 27e: 24. 285 ':301:.3194 , 3111: 124 343 357 339 365 385 402 375 403 426 444 Lo PR 106 112 123 131 112 119 130 Al 11% 123 ' '135' 144 '122 '130 142 151 128 136 148 158 132 141 153 163 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. Shaded area reflects ACCA (TVA) conditions 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX16O181F*/CA*F3636*6D*+TXV 3 3 n 0 3 N IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. Shaded area reflects AHRI conditions ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • 1 • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Amps = outdoor unit amps )comp.+fan) kW =Total system power EXPANDED COOLING DATA - GSX160181F* / CA*F3636*6D*+TXV (CONT.) MBh S/T 16.6 0.89 17.0 0.86 17.8 0.78 19.0 0.63 16.3 0.93 OUTDOOR AMBIENT TEMPERATURE 17.4 0.81 18.5 0.65 15.9 0.95 16.2 16.9 0.92 0.83 18.1 0.67 15.5 0.98 15.8 0.95 16.5 0.85 652F 14.7 1.00 754E 15.7 0.89 859F 952F 13.6 1.00 1052F 14.5 0.89 1152F AT 26 26 24 21 26 ENTERING INDOOR WET BULB TEMPERATURE 25 21 26 26 25 21 27 26 IDB AIRR OW 59 1 63 1 67 ( 71 59 I 63 1 67 1 71 59 1 63 1 67 I 71 59 1 63 1 67 I 71 59 I 63 1 67 1 71 59 1 63 1 67 I 71 1.52 1.46 MBh 16.4 16.7 17.9 19.1 16.0 16.3 17.4 18.6 15.6 15.9 17.0 18.2 15.2 15.6 16.6 17.8 14.5 14.8 15.8 16,9 13.4 13.7 14.6 15.6 5.7 5.8 S/T 0.85 0.80 0.65 0.49 0.88 0.83 0.67 0.50 0.91 0.85 0.69 0.52 0.93 0.88 0.71 0.53 0.97 0.91 0,74 0.55 0.98 0.92 0.75 0.56 361 381 AT 24 23 20 16 25 24 21 16 25 24 21 16 25 24 21 17 25 24 20 16 23 22 19 15 147 525 kW 1.20 1.22 1.25 1.28 1.27 1.30 1.33 1.37 1.34 1.37 1.40 1.44 1.40 1.43 1.47 1.51 1.45 1.48 1.52 1.57 1.49 1.52 1.57 1.61 18.2 14.8 Amps 4.3 4.4 4.6 4.7 4.6 4.7 4.9 5.1 5.0 5.1 5.3 5.5 5.3 5.5 5.6 5.8 5.7 5.8 6.0 6.2 6.0 6.1 6.3 6.5 1.00 1.00 Hi PR 203 219 231 241 228 245 259 270 259 279 295 307 295 318 336 350 332 358 378 394 367 395 417 435 21 21 Lo PR 104 110 120 128 109 116 127 135 114 121 132 141 119 127 139 148 125 133 145 155 129 138 150 160 1.62 1.66 MBh 17.7 18.1 19.4 20.7 17.3 17.7 18.9 20.2 16.9 17.3 18.5 19.7 16.5 16.8 18.0 19.2 15.7 16.0 17.1 18.3 14.5 14.8 15.8 16.9 6.8 S/T 0.88 0.83 0.67 0.50 0.92 0.86 0.70 0.52 0.94 0.88 0.72 0.54 0.97 0.91 0.74 0.55 1.00 0.94 0.77 0.57 1.00 0.95 0.77 0.58 AT 22 21 18 15 22 21 19 15 22 22 19 15 23 22 19 15 22 21 19 15 21 20 17 14 80 650 kW 1.22 1.24 1.28 1.31 1.30 1.32 1.36 1.40 1.37 1.40 1.43 1.48 1.43 1.46 1.50 1.54 1.48 1.51 1.56 1.60 1.53 1.56 1.60 1.65 0.89 0.81 Amps 4.4 4.5 4.7 4.8 4.8 4.9 5.0 5.2 5.1 5.3 5.4 5.6 5.5 5.6 5.8 6.0 5.8 5.9 6.1 6.4 6.1 6.3 6.5 6.7 21 18 Hi PR 209 225 238 248 235 253 267 279 267 288 304 317 304 328 346 361 343 369 389 406 378 407 430 449 1.32 1.31 Lo PR 107 114 124 132 113 120 131 140 117 125 136 145 123 131 143 152 129 137 150 160 133 142 155 165 4.8 4.9 MBh 17.7 18.1 19.4 20.7 17.3 17.7 18.9 20.2 16.9 17.3 18.5 19.7 16.5 16.8 18.0 19.2 15.7 16.0 17.1 18.3 14.5 14.8 15.8 16.9 255 270 S/T 0.88 0.83 0.67 0.50 0.92 0.86 0.70 0.52 0.94 0.88 0.72 0.54 0.97 0.91 0.74 0.55 1.00 0.94 0.77 0.57 1.00 0.95 0.77 0.58 132 111 AT 21 20 18 14 22 21 18 14 22 21 18 14 22 21 18 14 21 21 18 14 20 19 17 13 675 kW 1.22 1.24 1.28 1.31 1.30 1.32 1.36 1.40 1.37 1.40 1.43 1.48 1.43 1.46 1.50 1.54 1.48 1.51 1.56 1.60 1.53 1.56 1.60 1.65 Amps 4.4 4.5 4.7 4.8 4.8 4.9 5.0 5.2 5.1 5.3 5.4 5.6 5.5 5.6 5.8 6.0 5.8 5.9 6.1 6.4 6.1 6.3 6.5 6.7 Hi PR 209 225 238 248 235 253 267 279 267 288 304 317 304 328 346 361 343 369 389 406 378 407 430 449 Lo PR 107 114 124 132 113 120 131 140 117 125 136 145 123 131 143 152 129 137 150 160 133 142 155 165 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. Shaded area reflects AHRI conditions ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • 1 • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Amps = outdoor unit amps )comp.+fan) kW =Total system power EXPANDED COOLING DATA - GSX160181F* / CA*F3636*6D*+TXV (CONT.) MBh S/T 16.6 0.89 17.0 0.86 17.8 0.78 19.0 0.63 16.3 0.93 16.6 0.89 17.4 0.81 18.5 0.65 15.9 0.95 16.2 16.9 0.92 0.83 18.1 0.67 15.5 0.98 15.8 0.95 16.5 0.85 17.6 0.69 14.7 1.00 15.0 0.98 15.7 0.89 16.8 0.72 13.6 1.00 13.9 0.99 14.5 0.89 15.5 0.72 AT 26 26 24 21 26 26 25 21 26 26 25 21 27 26 25 21 26 26 24 21 24 24 23 20 525 kW 1.21 1.23 1.26 1.29 1.28 1.31 1.34 1.38 1.35 1.38 1.41 1.45 1.41 1.44 1.48 1.52 1.46 1.49 1.53 1.58 1.51 1.53 1.58 1.63 Amps 4.4 4.5 4.6 4.7 4.7 4.8 4.9 5.1 5.1 5.2 5.3 5.5 5.4 5.5 5.7 5.9 5.7 5.8 6.0 6.2 6.0 6.2 6.4 6.6 Hi PR 205 221 233 243 230 248 262 273 262 282 298 310 298 321 339 354 336 361 381 398 371 399 421 439 Lo PR 105 111 121 129 110 118 128 137 115 122 133 142 121 128 140 149 126 134 147 156 131 139 152 162 MBh 18.0 18.4 19.3 20.5 17.6 18.0 18.8 20.1 17.2 17.5 18.4 19.6 16.8 17.1 17.9 19.1 15.9 16.2 17.0 18.2 14.8 15.0 15.8 16.8 S/T 0.93 0.89 0.81 0.65 0.96 0.93 0.84 0.68 0.98 0.95 0.86 0.70 1.00 0.98 0.89 0.72 1.00 1.00 0.92 0.75 1.00 1.00 0.93 0.75 AT 24 23 22 19 24 24 22 19 24 24 22 19 24 24 22 19 23 23 22 19 21 21 21 18 85 650 kW 1.23 1.25 1.29 1.32 1.31 1.33 1.37 1.41 1.38 1.41 1.44 1.49 1.44 1.47 1.51 1.55 1.49 1.52 1.57 1.61 1.54 1.57 1.62 1.66 Amps 4.5 4.6 4.7 4.9 4.8 4.9 5.1 5.2 5.2 5.3 5.5 5.7 5.5 5.7 5.8 6.0 5.9 6.0 6.2 6.4 6.2 6.3 6.5 6.8 Hi PR 212 228 240 251 237 255 270 281 • •2.70' 6 391 :30Z • •3 : 30 • 331 349 364 346 372 393 410 382 411 434 453 Lo PR 108 115 125 133 114 121 132 141 1 .118 • =26 •113: ;14D• ,, 124 132 144 154 130 139 151 161 135 143 157 167 MBh 18.0 18.4 19.3 20.5 17.6 18.0 18.8 20.1, of/ .2••=7.S•••18.a••146 : 1.g• 17.1 17.9 19.1 15.9 16.2 17.0 18.2 14.8 15.0 15.8 16.8 S/T 0.93 0.89 0.81 0.65 0.96 0.93 0.84 0.68 0.98 0.95 0.86 0.70 1.00 0.98 0.89 0.72 1.00 1.00 0.92 0.75 1.00 1.00 0.93 0.75 AT 23 22 21 18 23 23 21 19 23 23 21 19 23 23 22 19 22 22 21 18 20 20 20 17 675 kW 1.23 1.25 1.29 1.32 1.31 1.33 1.37 1.0 r36• 1.41 • 1.44 •1.49 4444 •1.47 1.51 1.55 1.49 1.52 1.57 1.61 1.54 1.57 1.62 1.66 Amps 4.5 4.6 4.7 4.9 4.8 4.9 5.1 5a2 : 51 5.3• 5.5 • 5.7 • •5.5 : b.7 5.8 6.0 5.9 6.0 6.2 6.4 6.2 6.3 6.5 6.8 Hi PR 212 228 240 251 237 255 270 28f i 24)• 1291 1:307: • 320 : 4)8: 331 349 364 346 372 393 410 382 411 434 453 Lo PR 108 115 125 133 114 121 132 111 1t 12e••137• 146 •124 •132 144 154 130 139 151 161 135 143 157 167 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. Shaded area reflects AHRI conditions ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • 1 • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Amps = outdoor unit amps )comp.+fan) kW =Total system power EXPANDED COOLING DATA - GSX160181F* / CA*F3636*6D*+TXV (CONT.) IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. Shaded area reflects ACCA (TVA) conditions ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • e • •• •• ••• • • • ••• • • Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160241F*/CA*F3636*6D*+TXV MBh S/T 22.5 0.79 23.2 0.70 25.1 0.53 OUTDOOR AMBIENT TEMPERATURE 22.0 0.82 22.6 0.73 24.5 0.55 26.3 0.36 652F 752F 852F 952F 1052F 1152F 20.9 21.5 0.86 0.77 ENTERING INDOOR WET BULB TEMPERATURE IDB AIRFLOW 59 I 63 I 67 I 71 59 I 63 I 67 I 71 59 I 63 I 67 I 71 59 I 63 I 67 I 71 59 I 63 I 67 I 71 59 I 63 I 67 I 71 22.0 0.39 MBh 22.1 22.9 25.1 - 21.6 22.4 24.5 - 21.1 21.9 23.9 - 20.6 21.3 23.4 - 19.5 20.3 22.2 - 18.1 18.8 20.6 - 22 20 S/T 0.69 0.58 0.40 - 0.72 0.60 0.42 0.74 0.61 0.43 - 0.76 0.63 0.44 - 0.79 0.66 0.46 - 0.80 0.66 0.46 - 1.94 2.00 r7T 20 17 13 - 20 18 13 - 20 18 13 - 21 18 13 - 20 18 13 - 19 16 12 - 7.6 700 kW 1.54 1.57 1.61 - 1.64 1.67 1.72 - 1.74 1.77 1.82 - 1.82 1.86 1.91 - 1.89 1.93 1.99 - 1.95 1.99 2.05 - 265 285 301 314 Amps 5.7 5.8 6.0 - 6.1 6.3 6.5 - 6.6 6.8 7.0 - 7.1 7.3 7.5 - 7.5 7.7 8.0 - 8.0 8.2 8.4 - 117 127 HiPR 205 221 233 - 230 248 262 - 262 282 298 - 298 321 339 - 336 361 381 - 371 399 421 - 25.4 27.3 Lo PR 103 109 119 - 109 116 126 - 113 120 131 - 119 126 138 - 124 132 144 - 129 137 149 - S/T 0.82 MBh 22.5 23.3 25.5 - 21.9 22.7 24.9 - 21.4 22.2 24.3 - 20.9 21.6 23.7 - 19.8 20.6 22.5 - 18.4 19.1 20.9 - 0.41 S/T 0.72 0.60 0.42 - 0.74 0.62 0.43 - 0.76 0.64 0.44 - 0.79 0.66 0.46 - 0.82 0.68 0.47 - 0.82 0.69 0.48 - 21 20 AT 20 17 13 - 20 17 13 - 20 17 13 - 20 17 13 - 20 17 13 - 19 16 12 - 70 750 kW 1.56 1.59 1.63 - 1.66 1.70 1.75 - 1.76 1.79 1.85 - 1.84 1.88 1.94 - 1.91 1.95 2.01 - 1.98 2.02 2.08 - 7.7 8.0 Amps 5.8 5.9 6.1 - 6.2 6.4 6.6 - 6.7 6.9 7.1 - 7.2 7.4 7.6 - 7.6 7.8 8.1 - 8.1 8.3 8.6 - •2.69• •:90i 06°,34.0 Hi PR 209 225 237 - 234 252 266 - 267 287 303 - 304 327 345 - 342 368 388 - 377 406 429 - 119 130 Lo PR 105 111 122 - 111 118 128 - 115 122 133 - 121 128 140 - 126 135 147 - 131 139 152 - 26.3 28.3 MBh 23.2 24.1 26.4 - 22.7 23.5 25.8 - 22.2 23.0 25.2 - 21.6 22.4 24.5 - 20.5 21.3 23.3 - 19.0 19.7 21.6 - 0.87 0.78 S/T 0.76 0.64 0.44 - 0.79 0.66 0.46 - 0.81 0.68 0.47 - 0.84 0.70 0.48 - 0.87 0.73 0.50 - 0.88 0.73 0.51 - AT AT 18 16 12 - 18 16 12 18 16 12 - 18 16 12 - 18 16 12 - 17 15 11 - 15 900 kW 1.58 1.61 1.65 - 1.69 1.72 1.77 - 1.78 1.82 1.87 - 1.87 1.91 1.97 - 1.94 1.98 2.04 - 2.01 2.05 2.11 - 2.12 2.02 Amps 5.9 6.0 6.2 - 6.3 6.5 6.7 - 6.9 7.0 7.3 - 7.3 7.5 7.7 - 7.8 8.0 8.2 - 8.2 8.4 8.7 - 7.9 8.0 HiPR 213 229 242 - 239 257 272 - 272 293 309 - 310 333 352 - 348 375 396 - 385 414 437 - 4.3: 337 355 Lo PR 107 114 124 - 113 120 131 - 117 125 136 - 123 131 143 - 129 137 150 - 133 142 155 - IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. Shaded area reflects ACCA (TVA) conditions ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • e • •• •• ••• • • • ••• • • Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160241F*/CA*F3636*6D*+TXV MBh S/T 22.5 0.79 23.2 0.70 25.1 0.53 26.9 0.34 22.0 0.82 22.6 0.73 24.5 0.55 26.3 0.36 21.4 0.84 22.1 23.9 25.6 0.75 0.57 0.36 20.9 21.5 0.86 0.77 23.3 0.58 25.0 0.38 19.9 0.90 20.5 0.80 22.1 0.61 23.8 0.39 18.4 0.90 19.0 0.81 20.5 0.61 22.0 0.39 AT 23 21 18 12 24 22 18 12 24 22 18 12 24 22 18 12 23 22 18 12 22 20 16 11 700 kW 1.55 1.58 1.62 1.67 1.66 1.69 1.74 1.79 1.75 1.78 1.84 1.89 1.83 1.87 1.93 1.99 1.90 1.94 2.00 2.06 1.96 2.00 2.07 2.13 Amps 5.7 5.9 6.1 6.3 6.2 6.3 6.5 6.8 6.7 6.9 7.1 7.3 7.2 7.3 7.6 7.8 7.6 7.8 8.0 8.3 8.0 8.2 8.5 8.8 Hi PR 207 223 236 246 233 250 264 276 265 285 301 314 301 324 343 357 339 365 385 402 375 403 426 444 Lo PR 104 111 121 128 110 117 127 136 114 121 132 141 120 127 139 148 126 134 146 155 130 138 151 161 MBh 22.8 23.5 25.4 27.3 22.3 23.0 24.9 26.7 21.8 22.4 24.3 26.0 21.2 21.9 23.7 25.4 20.2 20.8 22.5 24.1 18.7 19.2 20.8 22.4 S/T 0.82 0.73 0.55 0.36 0.85 0.76 0.57 0.37 0.87 0.78 0.59 0.38 0.90 0.80 0.61 0.39 0.93 0.83 0.63 0.40 0.94 0.84 0.63 0.41 AT 23 21 17 12 23 21 17 12 23 21 17 12 23 21 18 12 23 21 17 12 21 20 16 11 75 750 kW 1.57 1.60 1.64 1.69 1.68 1.71 1.76 1.81 1.77 1.81 1.86 1.92 1.86 1.89 1.95 2.01 1.93 1.97 2.03 2.09 1.99 2.03 2.09 2.16 Amps 5.8 6.0 6.1 6.4 6.3 6.4 6.6 6.9 6.8 7.0 7.2 7.5 7.3 7.4 7.7 8.0 7.7 7.9 8.2 8.5 8.2 8.4 8.6 9.0 Hi PR 211 227 240 250 237 255 269 281 . •2.69• •:90i 06°,34.0 : 307 • 330 348 363 345 371 392 409 381 410 433 452 Lo PR 106 112 123 131 112 119 130 138 •.116 •;2?, ••.133 :Vt.: Ill 130 142 151 128 136 148 158 132 141 153 163 MBh 23.6 24.3 26.3 28.3 23.1 23.8 25.7 27.6•.2.1.5..=3.2••:5.1.•*27b :2i.Q• 22.6 24.5 26.3 20.9 21,5 23.3 25.0 19.3 19.9 21.6 23.1 S/T 0.87 0.78 0.59 0.38 0.90 0.80 0.61 0.39 0.92 0.83 0.62 0.40 0.95 0.85 0.64 0.41 0.99 0.88 0.67 0.43 1.00 0.89 0.67 0.43 AT 21 19 16 11 21 20 16 11 21 20 16 11 21 20 16 11 21 19 16 11 20 18 15 10 900 kW 1.59 1.62 1.67 1.72 1.70 1.73 1.79 1.84 k80• 1.83 • 1.88••1.95 448 .1.92 1.98 2.04 1.96 2.00 2.06 2.12 2.02 2.06 2.13 2.19 Amps 5.9 6.1 6.3 6.5 6.4 6.5 6.7 7a•0 : 6; 7.1i •7.3: 7.6 :.7.4: 3.6 7.8 8.1 7.9 8.0 8.3 8.6 8.3 8.5 8.8 9.1 Hi PR 215 232 245 255 241 260 274 28g: 24. •296 •:312:. 316 I,: 4.3: 337 355 371 352 379 400 417 389 418 442 461 Lo PR 108 115 125 133 114 121 132 lei 11t 12e••132. 146 •124 •132 144 154 130 139 151 161 135 143 157 167 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. Shaded area reflects ACCA (TVA) conditions ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • e • •• •• ••• • • • ••• • • Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160241F*/CA*F3636*6D*+TXV IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • Shaded area reflects AHRI conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power MBh 5/T 23.3 0.91 23.7 0.87 24.9 26.5 0.79 0.64 22.7 23.2 24.3 0.94 0.91 0.82 25.9 0.66 OUTDOOR AMBIENT TEMPERATURE 22.6 0.93 23.7 0.84 25.3 0.68 21.7 0.99 22.1 0.96 23.1 0.87 24.7 0.70 20.6 1.00 652F 759F 852F 952F 19.1 1.00 1059F 20.4 0.91 1152F AT 28 27 ENTERING INDOOR WET BULB TEMPERATURE 28 28 26 23 28 28 26 23 28 IDB AIRFLOW I 59 I 63 I 67 1 71 59 I 63 I 67 I 71 59 63 67 I71 59 I 63 1 67 I 71 59 I 63 I 67 1 71 59 1 63 1 67 I 71 1.78 1.81 MB 22.9 23.4 25.0 26.7 22.4 22.8 24,4 26.1 21.8 22.3 23.8 25.5 21.3 21.8 23.2 24.8 20.2 20.7 22.1 23.6 18.7 19.1 20.5 21.9 7.5 7.3 S/T 0.86 0.81 0.66 0.49 0.90 0.84 0.68 0.51 0.92 0.86 0.70 0.52 0.95 0.89 0.72 0.54 0.98 0.92 0.75 0.56 0.99 0.93 0.76 0.57 349 365 AT 26 25 22 17 26 25 22 18 26 25 22 18 27 25 22 18 26 25 22 17 24 23 20 16 136 700 kW 1.56 1.59 1.63 1.68 1.67 1.70 1.75 1.80 1.76 1.80 1.85 1.91 1.85 1.88 1.94 2.00 1.92 1.96 2.02 2.08 1.98 2.02 2.08 2.15 19.4 19.7 Amps 5.8 5.9 6.1 6.3 6.2 6.4 6.6 6.8 6.8 6.9 7.1 7.4 7.2 7.4 7.6 7.9 7.7 7.9 8.1 8.4 8.1 8.3 8.6 8.9 0.76 Hi PR 209 225 238 248 235 253 267 279 267 288 304 317 304 328 346 361 343 369 389 406 378 407 430 449 kW 1.59 Lo PR 105 112 122 130 111 118 129 137 115 123 134 143 121 129 141 150 127 135 147 157 131 140 152 162 6.3 6.5 6.4 6.5 6.7 MBh 23.2 23.7 25.4 27.1 22.7 23.2 24.8 26.5 22.2 22.6 24.2 25.9 21.6 22.1 23.6 25.2 20.5 21.0 22.4 24.0 19.0 19.4 20.8 22.2 275 296 S/T 0.90 0.84 0.68 0.51 0.93 0.87 0.71 0.53 0.95 0.89 0.73 0.54 0.98 0.92 0.75 0.56 1.00 0.96 0.78 0.58 1.00 0.96 0.78 0.59 146 124 AT 26 24 21 17 26 25 22 17 26 25 22 17 26 25 22 17 25 25 21 17 23 23 20 16 80 750 kW 1.58 1.61 1.65 1.70 1.69 1.72 1.77 1.83 1.79 1.82 1.88 1.93 1.87 1.91 1.97 2.03 1.94 1.98 2.04 2.11 2.01 2.05 2.11 2.18 1.00 0.99 Amps 5.9 6.0 6.2 6.4 6.3 6.5 6.7 6.9 6.9 7.0 7.3 7.5 7.3 7.5 7.7 8.0 7.8 8.0 8.2 8.5 8.2 8.4 8.7 9.0 20 21 Hi PR 213 229 242 253 239 257 272 283 272 293 309 322 310 333 352 367 348 375 396 413 385 414 438 456 2.23 Lo PR 107 114 124 132 113 120 131 140 117 125 136 145 123 131 143 152 129 137 150 160 133 142 155 165 Hi PR 220 MBh 24.1 24.6 26.3 28.1 23.5 24.0 25.6 27.4 22.9 23.4 25.0 26.8 22.4 22.9 24.4 26.1 21.3 21.7 23.2 24.8 19.7 20.1 21.5 23.0 1A8 136• • 116• 124 •135 S/T 0.95 0.89 0.73 0.54 1.00 0.93 0.75 0.56 1.00 0.95 0.77 0.58 1.00 1.00 0.80 0.60 1.00 1.00 0.83 0.62 1.00 1.00 0.83 0.62 AT 23 22 19 16 24 23 20 16 23 23 20 16 23 23 20 16 22 22 20 16 20 21 18 15 900 kW 1.60 1.63 1.68 1.73 1.71 1.75 1.80 1.85 1.81 1.85 1.90 1.96 1.90 1.94 2.00 2.06 1.97 2.01 2.08 2.14 2.04 2.08 2.14 2.21 Amps 6.0 6.1 6.3 6.5 6.4 6.6 6.8 7.1 7.0 7.2 7.4 7.7 7.5 7.6 7.9 8.2 7.9 8.1 8.4 8.7 8.4 8.6 8.9 9.2 Hi PR 217 234 247 258 244 262 277 289 277 299 315 329 316 340 359 374 355 383 404 421 393 423 446 465 Lo PR 109 116 126 135 115 122 134 142 120 127 139 148 126 134 146 155 132 140 153 163 136 145 158 168 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • Shaded area reflects AHRI conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power MBh 5/T 23.3 0.91 23.7 0.87 24.9 26.5 0.79 0.64 22.7 23.2 24.3 0.94 0.91 0.82 25.9 0.66 22.2 0.96 22.6 0.93 23.7 0.84 25.3 0.68 21.7 0.99 22.1 0.96 23.1 0.87 24.7 0.70 20.6 1.00 21.0 0.99 22.0 0.90 23.4 0.73 19.1 1.00 19.4 1.00 20.4 0.91 21.7 0.73 AT 28 27 26 22 28 28 26 23 28 28 26 23 28 28 26 23 27 27 26 22 25 26 24 21 700 kW 1.57 1.60 1.65 1.69 1.68 1.71 1.76 1.82 1.78 1.81 1.87 1.92 1.86 1.90 1.96 2.02 1.93 1.97 2.03 2.10 2.00 2.04 2.10 2.17 Amps 5.8 6.0 6.2 6.4 6.3 6.4 6.6 6.9 6.8 7.0 7.2 7.5 7.3 7.5 7.7 8.0 7.7 7.9 8.2 8.5 8.2 8.4 8.7 9.0 Hi PR 212 228 240 251 237 255 270 281 270 291 307 320 308 331 349 365 346 372 393 410 382 411 434 453 Lo PR 106 113 123 131 112 119 130 139 116 124 135 144 122 130 142 151 128 136 149 158 133 141 154 164 MBh 23.6 24.1 25.2 26.9 23.1 23.5 24.7 26.3 22.5 23.0 24.1 25.7 22.0 22.4 23.5 25.1 20.9 21.3 22.3 23.8 19.4 19.7 20.7 22.0 S/T 0.94 0.91 0.82 0.66 0.97 0.94 0.85 0.69 1.00 0.96 0.87 0.71 1.00 0.99 0.90 0.73 1.00 1.00 0.93 0.76 1.00 1.00 0.94 0.76 AT 27 27 25 22 28 27 26 22 28 27 26 22 27 27 26 22 26 26 25 22 24 24 24 21 85 750 kW 1.59 1.62 1.67 1.72 1.70 1.73 1.79 1.84 1.80 1.83 1.89 1.95 1.89 1.92 1.98 2.04 1.96 2.00 2.06 2.12 2.02 2.06 2.13 2.20 Amps 5.9 6.1 6.3 6.5 6.4 6.5 6.7 7.0 6.9 7.1 7.3 7.6 7.4 7.6 7.8 8.1 7.9 8.0 8.3 8.6 8.3 8.5 8.8 9.1 Hi PR 215 2326 • •24? • ;2* 1 42 . z60: 041 286 275 296 312 326 313 337 356 371 352 379 400 417 389 418 442 461 Lo PR 108 115•_ 125 • :1330 : 44 : 4: 132 141 118 126 137 146 124 132 144 154 130 139 151 161 135 143 157 167 MBh 24.5 24.9 46.1 •27!9 • 251• 2A 4• ?A4 27.2 23.3 23.8 24.9 26.6 22.8 23.2 24.3 25.9 21.6 22.0 23.1 24.6 20.0 20.4 21.4 22.8 S/T 1.00 0.96°• 0.87 • •0.71 • 1.00 1.00 0.90 0.73 1.00 1.00 0.92 0.75 1.00 1.00 0.95 0.77 1.00 1.00 0.99 0.80 1.00 1.00 1.00 0.81 AT 25 25 23 20 24 25 23 20 24 24 24 20 23 24 24 20 22 23 23 20 20 21 22 19 900 kW 1.61 1.44 J., 1.74. 1.47; • 1.76 •1.81 • 1.87 1.83 1.86 1.92 1.98 1.91 1.95 2.01 2.08 1.99 2.03 2.09 2.16 2.05 2.10 2.16 2.23 Amps 6.0 :.2: 6:4 6.: • 6.5. 6.7 : . 6.9: :7.1 7.1 7.2 7.5 7.7 7.5 7.7 8.0 8.3 8.0 8.2 8.5 8.8 8.5 8.7 9.0 9.3 Hi PR 220 236: 2:9, •260• : 244 • 265: :800 .Z 92 280 302 318 332 319 343 363 378 359 386 408 426 397 427 451 470 Lo PR 110 11.7 1A8 136• • 116• 124 •135 • 144 121 128 140 149 127 135 147 157 133 141 154 164 137 146 160 170 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • Shaded area reflects AHRI conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power co IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. ••• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • •• •• ••• • • ••• • • Shaded area reflects ACCA (TVA) conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160301F*/CA*F3743*6D*+TXV MBh S/T 25.9 0.80 26.7 0.71 28.9 31.0 0.54 0.35 OUTDOOR AMBIENT TEMPERATURE 26.0 0.74 28.2 0.56 30.3 0.36 24.7 0.85 25.4 0.76 652F 754E 852F 9521 1052F 115QF 22.9 0.91 23.6 0.81 25.5 0.62 27.4 0.40 21.2 0.92 ENTERING INDOOR WET BULB TEMPERATURE 23.6 0.62 25.4 0.40 10B AIRFLOW I 59 I 63 I 67 I 71 59 I 63 1 67 I 71 59 1 63 1 67 I 71 59 j 63 I 67 I 71 59 I 63 I 67 1 71 I 59 I 63 I 67 I 71 17 12 MBh 25.5 26.4 28.9 - 24.9 25.8 28.2 - 24.3 25.2 27.6 - 23.7 24.6 26.9 - 22.5 23.3 25.6 - 20.8 21.6 23.7 - 2.17 2.23 5/7 0.70 0.59 0.41 - 0.73 0.61 0.42 - 0.75 0.62 0.43 - 0.77 0.64 0.45 - 0.80 0.67 0.46 - 0.81 0.67 0.47 7.5 7.8 AT 19 16 12 - 19 16 12 - 19 16 13 - 19 17 13 - 19 16 12 - 18 15 12 - 216 875 kW 1.87 1.90 1.96 - 2.00 2.04 2.10 - 2.11 2.15 2.22 - 2.21 2.26 2.32 - 2.30 2.34 2.41 - 2.37 2.42 2.49 - 462 Amps 6.8 6.9 7.1 - 7.3 7.5 7.7 - 7.9 8.1 8.4 - 8.5 8.7 9.0 - 9.0 9.2 9.5 - 9.5 9.8 10.1 156 131 Hi PR 214 230 243 - 240 258 272 - 272 293 310 - 310 334 353 - 349 376 397 - 386 415 438 - 31.2 24.8 Lo PR 104 110 120 - 109 116 127 - 114 121 132 - 119 127 139 - 125 133 145 - 130 138 150 - 0.60 0.38 MBh 27.6 28.6 31.3 - 26.9 27.9 30.6 - 26.3 27.3 29.9 - 25.7 26.6 29.1 - 24.4 25.3 27.7 - 22.6 23.4 25.6 - 16 11 S/T 0.73 0.61 0.42 - 0.75 0.63 0.44 - 0.77 0.65 0.45 - 0.80 0.67 0.46 - 0.83 0.69 0.48 - 0.84 0.70 0.48 - 1.96 2.02 2.08 AT 18 16 12 - 19 16 12 - 19 16 12 - 19 16 12 - 19 16 12 - 17 15 11 - 70 1000 kW 1.91 1.95 2.00 - 2.04 2.08 2.14 - 2.16 2.20 2.27 - 2.26 2.31 2.38 - 2.35 2.40 2.47 - 2.43 2.48 2.55 - 9.9 10.2 Amps 6.9 7.1 7.3 - 7.5 7.7 7.9 - 8.2 8.3 8.6 - 8.7 8.9 9.2 - 9.3 9.5 9.8 - 9.8 10.1 10.4 - 364 391 Hi PR 220 237 250 - 247 266 281 - 281 302 319 - 320 344 364 - 360 387 409 - 398 428 452 - 147 124 132 , Lo PR 107 114 124 - 113 120 131 - 117 125 136 - 123 131 143 - 129 137 150 - 134 142 155 - 33.8 27.6 MBh 28.4 29.5 32.3 - 27.8 28.8 31.5 - 27.1 28.1 30.8 - 26.4 27.4 30.0 - 25.1 26.0 28.5 - 23.3 24.1 26.4 - 0.59 0.90 S/T 0.76 0.64 0.44 - 0.79 0.66 0.46 - 0.81 0.68 0.47 - 0.84 0.70 0.48 - 0.87 0.73 0.50 - 0.88 0.73 0.51 - AT AT 18 15 12 - 18 16 12 - 18 16 12 - 18 16 12 - 18 15 12 - 17 14 11 - 18 1125 kW 1.92 1.96 2.02 - 2.06 2.10 2.16 - 2.18 2.22 2.29 - 2.28 2.33 2.40 - 2.37 2.42 2.49 - 2.45 2.50 2.57 - 2.44 2.51 Amps 7.0 7.2 7.4 - 7.6 7.8 8.0 - 8.2 8.4 8.7 - 8.8 9.0 9.3 - 9.4 9.6 9.9 - 9.9 10.1 10.5 - 8.9 9.1 9.4 Hi PR 222 239 253 - 249 268 283 - 284 305 322 - 323 348 367 - 364 391 413 - 402 432 456 - 287 308 L0PR 108 115 125 - - 114 121 132 - 118 126 138 - 124 132 145 - 130 139 151 - 135 143 157 - IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. ••• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • •• •• ••• • • ••• • • Shaded area reflects ACCA (TVA) conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160301F*/CA*F3743*6D*+TXV MBh S/T 25.9 0.80 26.7 0.71 28.9 31.0 0.54 0.35 25.3 0.83 26.0 0.74 28.2 0.56 30.3 0.36 24.7 0.85 25.4 0.76 27.5 0.57 29.5 0.37 24.1 24.8 0.88 0.78 26.8 0.59 28.8 0.38 22.9 0.91 23.6 0.81 25.5 0.62 27.4 0.40 21.2 0.92 21.8 0.82 23.6 0.62 25.4 0.40 AT 22 20 16 11 22 20 17 11 22 20 17 11 22 20 17 12 22 20 16 11 20 19 15 11 875 kW 1.88 1.92 1.97 2.03 2.01 2.05 2.11 2.17 2.13 2.17 2.23 2.30 2.23 2.27 2.34 2.41 2.31 2.36 2.43 2.51 2.39 2.44 2.51 2.59 Amps 6.8 7.0 7.2 7.5 7.4 7.5 7.8 8.1 8.0 8.2 8.5 8.8 8.5 8.8 9.0 9.4 9.1 9.3 9.6 10.0 9.6 9.9 10.2 10.6 Hi PR 216 232 245 256 242 260 275 287 275 296 313 326 314 337 356 372 353 380 401 418 390 419 443 462 Lo PR 105 111 122 129 111 118 128 137 115 122 133 142 121 128 140 149 127 135 147 156 131 139 152 162 MBh 28.1 28.9 31.3 33.6 27.4 28.2 30.5 32.8 26.8 27.5 29.8 32.0 26.1 26.9 29.1 31.2 24.8 25.5 27.6 29.7 23.0 23.6 25.6 27.5 S/T 0.83 0.74 0.56 0.36 0.86 0.77 0.58 0.37 0.88 0.79 0.60 0.38 0.91 ( 0.81 0.61 0.40 0.94 0.84 0.64 0.41 0.95 0.85 0.64 0.41 AT 21 20 16 11 22 20 16 11 22 20 16 11 22 20 16 11 21 20 16 11 20 18 15 10 75 1000 kW 1.92 1.96 2.02 2.08 2.06 2.10 2.16 2.22 2.18 2.22 2.29 2.36 2.282.33 2.40 2.47 2.37 2.42 2.49 2.57 2.45 2.50 2.57 2.66 Amps 7.0 7.2 7.4 7.7 7.6 7.8 8.0 8.3 8.2 8.4 8.7 9.0 8.8 I 9.0 9.3 9.7 9.4 9.6 9.9 10.3 9.9 10.2 10.5 10.9 Hi PR 222 23% • •255•: 244 ; 256. :69: •gIt 296 284 305 322 336 323 1 348 367 383 364 391 413 431 402 432 457 476 Lo PR 108 119 • 125„! 11,3 ; 114 ; :7.1: 61.32 141 118 126 138 147 124 132 , 145 154 130 139 151 161 135 144 157 167 MBh 28.9 29.8 •32.2 •34!6 • •0.38 • 28.1• 49.1 31.5 33.8 27.6 28.4 30.7 33.0 26.9 27.7 30.0 32.2 25.5 26.3 28.5 30.5 23.7 24.4 26.4 28.3 S/T 0.87 0.78 0.59 0.90 0.80 0.61 0.39 0.92 0.82 0.62 0.40 0.95 0.85 0.64 0.41 0.99 0.88 0.67 0.43 1.00 0.89 0.67 0.43 AT 20 19 15 11 21 19 16 11 21 19 16 11 21 19 16 11 21 19 16 11 19 18 15 10 1125 kW 1.94 1.97 .2113 2.0% 2.07 • 2.11 • i.18 • 2.24 2.19 2.24 2.30 2.37 2.30 2.35 2.42 2.49 2.39 2.44 2.51 2.59 2.47 2.52 2.60 2.68 Amps 7.1 7.2: 15 7$ ' 7.6 7.8: • 8.1: :8.4 8.3 8.5 8.8 9.1 8.9 9.1 9.4 9.7 9.4 9.7 10.0 10.4 10.0 10.2 10.6 11.0 Hi PR 225 242 2':i • 266' : 25= • 171: .:8 :299 287 308 326 340 326 351 371 387 367 395 417 435 406 437 461 481 Lo PR 109 4116 1t7 135• ' 11? 122 • 134 • 142 120 127 139 148 126 134 146 155 132 140 153 163 136 145 158 169 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. ••• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • •• •• ••• • • ••• • • Shaded area reflects ACCA (TVA) conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160301F*/CA*F3743*6D*+TXV IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Shaded area reflects AHRI conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160301F* / CA*F3743 *6D*+TXV (cow.) MBh S/T 26.8 0.92 27.3 0.89 28.6 30.5 0.80 0.65 26.2 0.95 26.7 0.92 OUTDOOR AMBIENT TEMPERATURE 29.8 0.67 25.6 0.98 26.1 0.94 27.3 0.85 29.1 0.69 24.9 1.00 25.4 0.97 652F 752F 852F 951F 1052F 1152F 24.2 1.00 ENTERING INDOOR WET BULB TEMPERATURE 27.0 0.74 IDB AIRFLOW I 59 I 63 I 67 I 71 59 I 63 I 67 I 71 59 I 63 I 67 I 71 59 I 63 I 67 I 71 59 I 63 I 67 I 71 59 I 63 I 67 I 71 25 24 21 MB 26.4 26.9 28.8 30.8 25.7 26.3 28.1 30.0 25.1 25.7 27.4 29.3 24.5 25.1 26.8 28.6 23.3 23.8 25.4 27.2 21.6 22.0 23.6 25.2 2.00 2.06 2.04 S/T 0.88 0.82 0.67 0.50 0.91 0.85 0.69 0.52 0.93 0.87 0.71 0.53 0.96 0.90 0.73 0.55 1.00 0.93 0.76 0.57 1.00 0.94 0.77 0.57 7.5 7.7 AT 24 23 20 16 25 24 20 16 25 24 20 16 25 24 21 16 24 23 20 16 23 22 19 15 266 875 kW 1.90 1.93 1.99 2.04 2.03 2.07 2.13 2.19 2.14 2.19 2.25 2.32 2.25 2.29 2.36 2.43 2.33 2.38 2.45 2.53 2.41 2.46 2.53 2.61 131 140 Amps 6.9 7.0 7.3 7.5 7.4 7.6 7.9 8.2 8.1 8.3 8.5 8.9 8.6 8.8 9.1 9.5 9.2 9.4 9.7 10.1 9.7 10.0 10.3 10.7 32.3 27.7 Hi PR 218 234 248 258 244 263 278 290 278 299 316 330 317 341 360 375 356 383 405 422 394 424 447 467 1.00 0.98 Lo PR 106 112 123 131 112 119 130 138 116 123 135 144 122 130 142 151 128 136 148 158 132 141 154 163 25 24 MBh 28.6 29.2 31.2 33.3 27.9 28.5 30.5 32.6 27.2 27.8 29.7 31.8 26.6 27.1 29.0 31.0 25.2 25.8 27.6 29.5 23.4 23.9 25.5 27.3 2.32 2.39 S/T 0.91 0.85 0.69 0.52 0.94 0.88 0.72 0.54 0.96 0.90 0.74 0.55 1.00 0.93 0.76 0.57 1.00 0.97 0.79 0.59 1.00 0.98 0.80 0.59 9.2 9.0 AT 24 23 20 16 24 23 20 16 24 23 20 16 24 23 20 16 23 23 20 16 21 21 19 15 80 1000 kW 1.94 1.97 2.03 2.09 2.07 2.11 2.18 2.24 2.19 2.24 2.30 2.37 2.30 2.35 2.42 2.49 2.39 2.44 2.51 2.59 2.47 2.52 2.60 2.68 135 147 Amps 7.1 7.2 7.5 7.8 7.6 7.8 8.1 8.4 8.3 8.5 8.8 9.1 8.9 9.1 9.4 9.7 9.4 9.7 10.0 10.4 10.0 10.2 10.6 11.0 29.7 31.7 Hi PR 225 242 255 266 252 271 286 299 287 308 326 340 326 351 371 387 367 395 417 435 406 437 461 481 0.77 1.00 Lo PR 109 116 127 135 115 123 134 142 120 127 139 148 126 134 146 155 132 140 153 163 136 145 158 169 22 22 MBh 29.4 30.1 32.1 34.3 28.7 29.4 31.4 33.5 28.0 28.7 30.6 32.7 27.4 28.0 29.9 31.9 26.0 26.6 28.4 30.3 24.1 24.6 26.3 28.1 2.48 2.55 S/T 0.95 0.89 0.73 0.54 1.00 0.93 0.75 0.56 1.00 0.95 0.77 0.58 1.00 1.00 0.80 0.60 1.00 1.00 0.83 0.62 1.00 1.00 0.83 0.62 10.2 10.6 AT 23 22 19 15 23 22 19 15 23 22 19 15 22 23 19 16 21 22 19 15 20 20 18 14 444 1125 kW 1.95 1.99 2.05 2.11 2.09 2.13 2.19 2.26 2.21 2.25 2.32 2.39 2.32 2.36 2.44 2.51 2.41 2.46 2.53 2.61 2.48 2.54 2.62 2.70 139 148 Amps 7.1 7.3 7.5 7.8 7.7 7.9 8.2 8.5 8.4 8.6 8.9 9.2 9.0 9.2 9.5 9.8 9.5 9.8 10.1 10.5 10.1 10.3 10.7 11.1 Hi PR 227 244 258 269 255 274 289 302 290 312 329 343 330 355 375 391 371 399 422 440 410 441 466 486 Lo PR 110 117 128 136 116 124 135 144 121 129 140 150 127 135 147 157 133 142 155 165 138 146 160 170 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Shaded area reflects AHRI conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160301F* / CA*F3743 *6D*+TXV (cow.) MBh S/T 26.8 0.92 27.3 0.89 28.6 30.5 0.80 0.65 26.2 0.95 26.7 0.92 28.0 0.83 29.8 0.67 25.6 0.98 26.1 0.94 27.3 0.85 29.1 0.69 24.9 1.00 25.4 0.97 26.6 0.88 28.4 0.71 23.7 1.00 24.2 1.00 25.3 0.91 27.0 0.74 22.0 1.00 22.4 1.00 23.4 0.92 25.0 0.74 AT 26 25 24 21 26 26 24 21 26 26 24 21 26 26 25 21 25 25 24 21 23 24 23 20 875 kW 1.91 1.95 2.00 2.06 2.04 2.08 2.14 2.21 2.16 2.20 2.27 2.34 2.26 2.31 2.38 2.45 2.35 2.40 2.47 2.55 2.43 2.48 2.55 2.63 Amps 6.9 7.1 7.3 7.6 7.5 7.7 7.9 8.2 8.1 8.3 8.6 8.9 8.7 8.9 9.2 9.6 9.3 9.5 9.8 10.2 9.8 10.1 10.4 10.8 Hi PR 220 237 250 261 247 266 281 293 281 302 319 333 320 344 363 379 360 387 409 426 398 428 452 471 Lo PR 107 114 124 132 113 120 131 140 117 125 136 145 123 131 143 152 129 137 150 160 133 142 155 165 MBh 29.1 29.6 31.0 33.1 28.4 28.9 30.3 32.3 27.7 28.2 29.6 31.6 27.0 27.6 28.9 30.8 25.7 26.2 27.4 29.2 23.8 24.2 25.4 27.1 S/T 0.95 0.92 0.83 0.67 0.99 0.95 0.86 0.70 1.00 0.98 0.88 0.71 1.00 1.00 0.91 0.74 1.00 1.00 0.94 0.77 1.00 1.00 0.95 0.77 AT 25 25 24 20 26 25 24 21 25 25 24 21 25 25 24 21 24 24 24 21 22 22 22 19 85 1000 kW 1.95 1.99 2.05 2.11 2.09 2.13 2.19 2.26 2.21 2.25 2.32 2.39 2.32 2.36 2.44 2.51 2.41 2.46 2.53 2.61 2.48 2.54 2.62 2.70 Amps 7.1 7.3 7.5 7.8 7.7 7.9 8.2 8.5 8.4 8.6 8.9 9.2 9.0 9.2 9.5 9.8 9.5 9.8 10.1 10.5 10.1 10.3 10.7 11.1 Hi PR 227 244 • •258• : 2C3 : 2 • 274 •2§ 302 290 312 329 343 330 355 375 391 371 399 422 440 410 441 466 486 Lo PR 110 117, _ 128.:116•: 4.6 ; 224 135 144 121 129 140 150 127 135 147 157 133 142 155 165 138 146 160 170 MBh 29.9 30.5.. •31.•:34!]r 1 29.1 • 1).8; 3L2 33.3 28.5 29.1 30.5 32.5 27.8 28.4 29.7 31.7 26.4 27.0 28.2 30.1 24.5 25.0 26.2 27.9 S/T 1.00 0.96 0.87 0.70 1.00 1.00 0.90 0.73 1.00 1.00 0.92 0.75 1.00 1.00 0.95 0.77 1.00 1.00 0.99 0.80 1.00 1.00 1.00 0.81 AT 24 24 23 20 24 24 23 20 23 24 23 20 23 23 23 20 22 22 23 20 20 20 21 18 1125 kW 1.97 2.90 •2401 2.12. 2•1.1 • 2.15 •1.21 • 2.28 2.23 2.27 2.34 2.41 2.33 2.38 2.45 2.53 2.43 2.48 2.55 2.63 2.50 2.56 2.64 2.72 Amps 7.2 2.4: t6 71 i 7.E: 8.0: • 8.2: :8.5 8.5 8.7 8.9 9.3 9.0 9.3 9.6 9.9 9.6 9.9 10.2 10.6 10.2 10.4 10.8 11.2 HI PR 229 247• 224 •272•:25: • T77: 1.92: :305 292 315 332 347 333 358 378 395 375 403 426 444 414 445 470 491 Lo PR 111 128 1!9 131• • 111 125 • 136 • 145 122 130 142 151 128 136 149 159 134 143 156 166 139 148 161 172 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Shaded area reflects AHRI conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160301F* / CA*F3743 *6D*+TXV (cow.) IDB Aiertow MBh S/T 31.1 0.81 32.0 34.6 37.2 0.72 0.55 0.35 30.4 31.3 33.8 0.84 0.75 0.57 36.3 0.36 29.6 0.86 OUTDOOR AMBIENT TEMPERATURE 33.0 0.58 35.4 0.37 28.9 0.89 29.8 0.79 32.2 0.60 652F 752F 852F 952F 105QF 1152F 59 1 63 1 67 1 71 59 1 63 1 67 1 71 ENTERING INDOOR WET 59 I 63 I 67 1 71 BULB TEMPERATURE 59 I 63 1 67 1 71 59 I 63 1 67 1 71 59 1 63 1 67 1 71 12 22 MBh 30.6 31.7 34.7 - 29.8 30.9 33.9 - 29.1 30.2 33.1 - 28.4 29.5 32.3 - 27.0 28.0 30.7 - 25.0 25.9 28.4 - 2.60 2.68 S/T 0.71 0.59 0.41 - 0.74 0.62 0.43 - 0.76 0.63 0.44 - 0.78 0.65 0.45 - 0.81 0.68 0.47 - 0.82 0.68 0.47 - 9.7 9.6 AT 19 16 13 - 19 17 13 - 19 17 13 - 19 17 13 - 19 17 13 - 18 15 12 - 238 252 263 1050 kW 2.23 2.27 2.34 - 2.39 2.44 2.51 - 2.53 2.58 2.66 - 2.65 2.70 2.79 - 2.75 2.81 2.90 - 2.84 2.90 2.99 -. Lo PR 104 Amps 8.1 8.3 8.5 - 8.7 8.9 9.2 - 9.5 9.7 10.0 - 10.1 10.4 10.7 - 10.8 11.1 11.4 - 11.5 11.7 12.1 - HiPR 219 236 249 - 246 265 280 - 280 301 318 - 319 343 362 - 359 386 407 - 396 426 450 - 30.7 33.0 Lo PR 103 109 120 - 109 116 126 - 113 120 131 - 119 126 138 - 124 132 144 - 129 137 149 - 0.96 0.86 MBh 33.1 34.3 37.6 - 32.3 33.5 36.7 - 31.6 32.7 35.8 - 30.8 31.9 35.0 - 29.3 30.3 33.2 - 27.1 28.1 30.8 - 16 11 S/T 0.74 0.62 0.43 - 0.76 0.64 0.44 - 0.78 0.65 0.45 - 0.81 0.68 0.47 - 0.84 0.70 0.49 - 0.85 0.71 0.49 - 2.84 2.90 AT 19 16 12 - 19 16 12 - 19 16 12 - 19 17 13 - 19 16 12 - 18 15 12 - 70 1200 kW 2.28 2.33 2.39 - 2.44 2.49 2.57 - 2.59 2.64 2.72 - 2.71 2.77 2.85 - 2.82 2.88 2.97 - 2.91 2.97 3.07 - 332 357 I Amps 8.3 8.5 8.8 - 9.0 9.2 9.5 - 9.8 10.0 10.3 - 10.4 10.7 11.1 - 11.1 11.4 11.8 - 11.8 12.1 12.5 - 137 146 HiPR 226 243 257 - 254 273 288 - 288 310 328 - 329 354 373 - 370 398 420 - 408 440 464 - 33.1 34.0 Lo PR 106 113 123 - 112 119 130 - 116 124 135 - 122 130 142 - 128 136 149 - 133 141 154 - • 0.91 0.81 0.62 0.40 MBh 34.1 35.3 38.7 - 33.3 34.5 37.8 - 32.5 33.7 36.9 - 31.7 32.9 36.0 - 30.1 31.2 34.2 - 27.9 28.9 31.7 - 21 19 16 11 S/T 0.77 0.65 0.45 - 0.80 0.67 0.46 - 0.82 0.69 0.48 - 0.85 0.71 0.49 - 0.88 0.74 0.51 - 0.89 0.74 0.51 - 1350 kW AT 18 16 12 - 18 16 12 - 18 16 12 - 18 16 12 - 18 16 12 - 17 15 11 - 3.22 1350 kW 2.30 2.34 2.41 - 2.46 2.51 2.59 - 2.61 2.66 2.74 - 2.73 2.79 2.88 - 2.84 2.90 2.99 - 2.94 3.00 3.09 - 12.3 12.7 Amps 8.4 8.6 8.9 - 9.1 9.3 9.6 - 9.9 10.1 10.4 - 10.5 10.8 11.2 - 11.2 11.5 11.9 - 11.9 12.2 12.6 447 417 Hi PR 228 246 259 - 256 276 291 - 291 314 331 - 332 357 377 - 373 402 424 - 413 444 469 - 139 152 Lo PR 107 114 124 - 113 120 131 - 118 125 137 - 124 131 144 - 130 138 150 - 134 143 156 - IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Shaded area reflects ACCA (IVA) conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160361F*/CA*F4860*6D*+TXV MBh S/T 31.1 0.81 32.0 34.6 37.2 0.72 0.55 0.35 30.4 31.3 33.8 0.84 0.75 0.57 36.3 0.36 29.6 0.86 30.5 0.77 33.0 0.58 35.4 0.37 28.9 0.89 29.8 0.79 32.2 0.60 34.6 0.39 27.5 0.92 28.3 0.82 30.6 0.62 32.8 0.40 25.4 0.93 26.2 0.83 28.4 0.63 30.4 0.40 AT 22 20 17 11 22 21 17 12 22 21 17 12 22 21 17 12 22 20 17 12 21 19 16 11 1050 kW 2.25 2.29 2.36 2.43 2.41 2.45 2.53 2.60 2.55 2.60 2.68 2.76 2.67 2.73 2.81 2.90 2.78 2.83 2.92 3.01 2.87 2.93 3.02 3.11 Amps 8.1 8.3 8.6 8.9 8.8 9.0 9.3 9.7 9.6 9.8 10.1 10.5 10.2 10.5 10.9 11.3 10.9 11.2 11.6 12.0 11.6 11.9 12.3 12.7 Hi PR 222 238 252 263 249 267 282 295 283 304 321 335 322 346 366 382 362 390 412 429 400 431 455 474 Lo PR 104 111 121 129 110 117 128 136 114 121 133 141 120 128 139 148 126 134 146 155 130 138 151 161 MBh 33.7 34.7 37.5 40.3 32.9 33.9 36.6 39.3 32.1 33.1 35.8 38.4 31.3 32.2 ; 34.9 37.5 29.8 30.6 33.2 35.6 27.6 28.4 30.7 33.0 S/T 0.84 0.75 0.57 0.37 0.87 0.78 0.59 0.38 0.89 0.80 0.60 0.39 0.92 0.82 0.62 0.40 0.95 0.85 0.65 0.42 0.96 0.86 0.65 0.42 AT 22 20 16 11 22 20 17 11 22 20 17 11 22 20 17 11 22 20 16 11 20 19 15 11 75 1200 kW 2.30 2.34 2.41 2.48 2.46 2.51 2.59 2.67 2.61 2.66 2.74 2.83 2.73 2.79 , 2.88 2.97 2.84 2.90 2.99 3.09 2.94 3.00 3.09 3.19 Amps 8.4 8.6 8.9 9.2 9.1 9.3 9.6 10.0 9.9 10.1 10.4 10.8 10.5 10.8 11.2 11.6 11.2 11.5 11.9 12.3 11.9 12.2 12.6 13.1 Hi PR 228 246•''260':2;1 : 2„'`E• 174 .2 ! 304 291 314 331 345 332 357 I 377 393 373 402 424 443 413 444 469 489 Lo PR 107 11.40. 124: 1330 • 1•R3 • Mt '41 140 118 125 137 146 124 131 144 153 130 138 150 160 134 143 156 166 MBh 34.7 35.7 •38.6 •41!5 • 343.2' X49' a7 40.5 33.1 34.0 36.9 39.6 32.3 33.2 36.0 38.6 30.6 31.6 34.2 36.7 28.4 29.2 31.6 34.0 Sr 0.88 0.7/ . 0.61)• •0.38 • 0.91 0.81 0.62 0.40 0.93 0.84 0.63 0.41 0.96 0.86 0.65 0.42 1.00 0.90 0.68 0.44 1.00 0.90 0.68 0.44 AT 21 19 16 11 21 19 16 11 21 19 16 11 21 20 16 11 21 19 16 11 19 18 15 10 1350 kW 2.32 246 4,2.43 2.5% 241$• 2.53 •0.61. 2.69 2.63 2.68 2.76 2.85 2.76 2.81 2.90 2.99 2.86 2.93 3.02 3.11 2.96 3.02 3.12 3.22 Amps 8.5 :.7: C9 9: ' 9.: 9.4: • 9.7 :10.0 9.9 10.2 10.5 10.9 10.6 10.9 11.3 11.7 11.3 11.6 12.0 12.5 12.0 12.3 12.7 13.2 Hi PR 231 2481 221 •273. 1 252 • 279: Z94 :307 294 317 334 349 335 361 381 397 377 406 429 447 417 448 474 494 Lo PR 108 436 1Q6 134' • 114 122 • 133 • 141 119 126 138 147 125 133 145 154 131 139 152 162 135 144 157 167 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Shaded area reflects ACCA (IVA) conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160361F*/CA*F4860*6D*+TXV IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Shaded area reflects AHRI conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160361F*/CA*F4860*6D*+TXV (CONT) MBh S/T AT 32.2 0.93 26 32.8 34.4 36.7 0.90 0.81 0.66 26 24 21 31.4 0.96 27 32.0 33.6 0.93 0.84 26 25 35.8 0.68 21 OUTDOOR AMBIENT TEMPERATURE 31.3 0.95 26 32.8 0.86 25 34.9 0.70 21 29.9 1.00 26 30.5 0.98 26 32.0 0.89 25 34.1 0.72 22 28.4 1.00 25 652F 752F 852F 954E 1052F 115QF 28.1 0.93 23 30.0 0.75 20 1050 kW ENTERING INDOOR WET BULB TEMPERATURE 2.33 2.39 2.46 2.44 2.49 2.57 2.64 IDB AIRFLOW I 59 1 63 I 67 I 71 59 I 63 I 67 I 71 59 1 63 I 67 1 71 59 I 6.3 I 67 1 71 59 I 63 I 67 I 71 59 1 63 1 67 I 71 8.3 8.5 8.8 9.1 MBh 31.6 32.3 34.5 36.9 30.9 31.6 33.7 36.1 30.2 30.8 32.9 35,2 29.4 30.1 32.1 34.3 28.0 28.6 30.5 32.6 25.9 26.5 28.3 30.2 273 288 301 S/T 0.89 0.83 0.68 0.51 0.92 0.86 0.70 0.52 0.94 0.88 0.72 0.54 0.97 0.91 0.74 0.55 1.01 0.95 0.77 0.58 1.02 0.95 0.78 0.58 124 135 AT 25 24 20 16 25 24 21 17 25 24 21 17 25 24 21 17 25 24 21 16 23 22 19 15 32.4 1050 kW 2.26 2.31 2.38 2.45 2.42 2.47 2.55 2.62 2.57 2.62 2.70 2.78 2.69 2.75 2.83 2.92 2.80 2.86 2.94 3.04 2.89 2.95 3.04 3.14 0.75 1.00 Amps 8.2 8.4 8.7 9.0 8.9 9.1 9.4 9.8 9.7 9.9 10.2 10.6 10.3 10.6 11.0 11.4 11.0 11.3 11.7 12.1 11.7 12.0 12.4 12.8 24 21 Hi PR 224 241 254 265 251 270 285 298 286 307 324 338 325 350 370 385 366 394 416 434 404 435 459 479 3.05 3.14 Lo PR 105 112 122 130 111 118 129 137 115 123 134 143 121 129 141 150 127 135 147 157 131 140 152 162 MBh 34.3 35.0 37.4 40.0 33.5 34.2 36.5 39.1 32.7 33.4 35.7 38.1 31.9 32.6 34.8 37.2 30.3 30.9 33.1 35.3 28.1 28.7 30.6 32.7 109 110 127.: 1r : S/T 0.92 0.86 0.70 0.52 0.95 0.89 0.73 0.54 0.98 0.92 0.75 0.56 1.00 0.95 0.77 0.58 1.00 0.98 0.80 0.60 1.00 0.99 0.81 0.60 :543IA 40.0 AT 24 23 20 16 24 23 20 16 24 23 20 16 24 24 21 16 23 23 20 16 21 22 19 15 80 1200 kW 2.32 2.36 2.43 2.50 2.48 2.53 2.61 2.69 2.63 2.68 2.76 2.85 2.76 2.81 2.90 2.99 2.87 2.93 3.02 3.11 2.96 3.02 3.12 3.22 23 23 Amps 8.5 8.7 8.9 9.3 9.1 9.4 9.7 10.0 9.9 10.2 10.5 10.9 10.6 10.9 11.3 11.7 11.3 11.6 12.0 12.5 12.0 12.3 12.7 13.2 3.04 2.91 Hi PR 231 248 262 273 259 279 294 307 294 317 335 349 335 361 381 397 377 406 429 447 417 448 474 494 12.2 12.7 Lo PR 108 115 126 134 114 122 133 141 119 126 138 147 125 133 145 154 131 139 152 162 135 144 157 167 457 483 MBh 35.3 36.1 38.5 41.2 34.5 35.2 37.6 40.2 33.7 34.4 36.7 39.3 32.8 33.5 35.8 38.3 31.2 31.9 34,1 36.4 28.9 29.5 31.5 33.7 SIT 0.96 0.90 0.74 0.55 1.00 0.94 0.76 0.57 1.00 0.96 0.78 0.58 1.00 1.00 0.81 0.60 1.00 1.00 0.84 0.63 1.00 1.00 0.84 0.63 AT 23 22 19 15 23 22 20 16 23 23 20 16 22 23 20 16 21 22 19 16 20 20 18 15 1350 kW 2.33 2.38 2.45 2.52 2.50 2.55 2.63 2.71 2.65 2.70 2.78 2.87 2.78 2.84 2.92 3.02 2.89 2.95 3.04 3.14 2.98 3.05 3.14 3.24 Amps 8.5 8.7 9.0 9.4 9.2 9.5 9.8 10.1 10.0 10.3 10.6 11.0 10.7 11.0 11.4 11.8 11.4 11.7 12.1 12.6 12.1 12.4 12.8 13.3 Hi PR 233 251 265 276 261 281 297 310 297 320 338 352 339 364 385 401 381 410 433 452 421 453 478 499 Lo PR 109 116 127 135 116 123 134 143 120 128 139 148 126 134 146 156 132 141 153 163 137 145 159 169 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Shaded area reflects AHRI conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160361F*/CA*F4860*6D*+TXV (CONT) MBh S/T AT 32.2 0.93 26 32.8 34.4 36.7 0.90 0.81 0.66 26 24 21 31.4 0.96 27 32.0 33.6 0.93 0.84 26 25 35.8 0.68 21 30.7 0.99 27 31.3 0.95 26 32.8 0.86 25 34.9 0.70 21 29.9 1.00 26 30.5 0.98 26 32.0 0.89 25 34.1 0.72 22 28.4 1.00 25 29.0 1.00 25 30.4 0.92 25 32,4 0.75 21 26.3 1.00 23 26.9 1.00 24 28.1 0.93 23 30.0 0.75 20 1050 kW 2.28 2.33 2.39 2.46 2.44 2.49 2.57 2.64 2.59 2.64 2.72 2.80 2.71 2.77 2.85 2.94 2.82 2.88 2.97 3.06 2.91 2.97 3.07 3.16 Amps 8.3 8.5 8.8 9.1 9.0 9.2 9.5 9.9 9.8 10.0 10.3 10.7 10.4 10.7 11.1 11.5 11.1 11.4 11.8 12.2 11.8 12.1 12.5 13.0 Hi PR 226 243 257 268 254 273 288 301 288 310 328 342 328 353 373 389 370 398 420 438 408 439 464 484 Lo PR 106 113 123 131 112 119 130 139 116 124 135 144 122 130 142 151 128 136 149 159 133 141 154 164 MBh 34.9 35.5 37.2 39.7 34.1 34.7 36.4 38.8 33.2 33.9 35.5 37.9 32.4 33.1 34.6 36.9 30.8 31.4 32.9 35.1 28.5 29.1 30.5 32.5 5/T 0.96 0.93 0.84 0.68 1.00 0.96 0.87 0.71 1.00 0.99 0.89 0.72 1.00 1.00 0.92 0.75 1.00 1.00 0.96 0.78 1.00 1.00 0.96 0.78 AT 26 25 24 21 26 26 24 21 25 26 24 21 25 25 24 21 24 24 24 21 22 22 22 19 85 1200 kW 2.33 2.38 2.45 2.52 2.50 2.55 2.63 2.71 2.65 2.70 2.78 2.87 2.78 2.84 2.92 3.02 2.89 2.95 3.04 3.14 2.98 3.05 3.14 3.24 Amps 8.5 8.7 9.0 9.4 9.2 9.5 9.8 10.1 10.0 10.3 10.6 11.0 10.7 11.0 11.4 11.8 11.4 11.7 12.1 12.6 12.1 12.4 12.8 13.3 Hi PR 233 251"2115':2:6: 7I• :84 •2797 310 297 320 338 352 339 364 385 401 381 410 433 452 421 453 478 499 Lo PR 109 110 127.: 1r : 61: sl3.•'44 143 120 128 139 148 126 134 146 156 132 141 153 163 137 145 159 169 MBh 35.9 36.6 .38.3 '4D.9: 3s ' :543IA 40.0 34.2 34.9 36.6 39.0 33.4 34.1 35.7 38.0 31.7 32.4 33.9 36.1 29.4 30.0 31.4 33.5 S/T 1.00 0.4 • 0.88 •0.71 1.00 1.00 0.91 0.74 1.00 1.00 0.94 0.76 1.00 1.00 0.97 0.78 1.00 1.00 1.00 0.81 1.00 1.00 1.00 0.82 AT 24 24 23 20 24 24 23 20 23 24 23 20 23 23 23 20 22 22 23 20 20 20 21 19 1350 kW 2.35 2.40 .24' 2.54 2.5x2• 2.57 •4.65. 2.73 2.67 2.72 2.81 2.89 2.80 2.86 2.95 3.04 2.91 2.97 3.07 3.16 3.01 3.07 3.17 3.27 Amps 8.6 :3.1 :1 9: • 9.3 9.5: • 9.4 :10.2 10.1 10.4 10.7 11.1 10.8 11.1 11.5 11.9 11.5 11.8 12.2 12.7 12.2 12.5 13.0 13.5 Hi PR 235 203: 45; • 279.; 26: • !84: :0l :313 300 323 341 356 342 368 389 405 385 414 437 456 425 457 483 504 Lo PR 110 4>r7 148 131. 111) 124 ' 135 • 144 121 129 141 150 127 135 148 158 133 142 155 165 138 147 160 171 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Shaded area reflects AHRI conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX160361F*/CA*F4860*6D*+TXV (CONT) IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid a • • d suction service valv • • • • • • • • • •• • • • • •• •• • ••• • • • • • • • • • • • • • •• •• ••• • • Shaded area reflects ACCA (1VA) conditions Amps = outdoor unit amps (comp.+fan) kW =Total system power EXPANDED COOLING DATA - GSX160421F*/CA*F4860*6D*+TXV MBh S/T AT 37.5 0.80 22 38.6 0.71 21 41.8 0.54 17 OUTDOOR AMBIENT TEMPERATURE 36.6 37.7 0.83 0.74 23 21 40.8 0.56 17 43.8 0.36 12 35.8 0.85 23 36.8 0.76 21 65'F 752F 852F 952F 1052F 1152F 41.7 0.38 12 33.1 0.91 23 34.1 0.81 21 36.9 0.62 17 39.6 0.40 12 ENTERING INDOOR WET BULB TEMPERATURE 31.6 0.82 19 34.2 0.62 16 36.7 0.40 11 IDB AIRrlow 59 1 63 I 67 I 71 59 1 63 I 67 I 71 59 1 63 1 67 I 71 59 1 63 1 67 1 71 59 1 63 1 67 1 71 59 t 63 f 67 1 71 3.42 3.53 MBh 36.9 38.2 41.9 - 36.0 37.3 40.9 - 35.2 36.4 39.9 - 34.3 35.6 39.0 - 32.6 33.8 37.0 - 30.2 31.3 34.3 - 12.5 12.8 S/T 0.70 0.59 0.41 - 0.73 0.61 0.42 - 0.75 0.62 0.43 - 0.77 0.64 0.45 - 0.80 0.67 0.46 - 0.81 0.67 0.47 - 295 283 AT 19 17 13 - 20 17 13 - 20 17 13 - 20 17 13 - 20 17 13 - 18 16 12 - 110 1225 kW 2.70 2.76 2.83 - 2.89 2.95 3.03 - 3.06 3.12 3.21 - 3.20 3.27 3.37 - 3.33 3.39 3.50 - 3.43 3.50 3.61 - 160 Amps 9.9 10.1 10.4 - 10.7 10.9 11.3 - 11.6 11.8 12.2 - 12.3 12.6 13.1 - 13.1 13.4 13.9 - 13.9 14.2 14.7 40.0 43.0 Hi PR 220 237 250 - 247 265 280 - 281 302 319 - 320 344 363 - 359 387 409 - 397 427 451 - 0.81 0.61 Lo PR 102 109 119 - 108 115 125 - 112 119 130 - 118 125 137 - 124 131 143 - 128 136 148 - 22 21 MBh 40.0 41.4 45.4 - 39.0 40.5 44.3 - 38.1 39.5 43.3 - 37.2 38.5 42.2 - 35.3 36.6 40.1 - 32.7 33.9 37.1 - 2.92 3.01 S/T 0.73 0.61 0.42 - 0.75 0.63 0.44 - 0.77 0.65 0.45 - 0.80 0.67 0.46 - 0.83 0.69 0.48 - 0.84 0.70 0.48 - AT 19 17 13 - 19 17 13 - 19 17 13 - 19 17 13 - 19 17 13 - 18 16 12 - 70 1400 kW 2.76 2.82 2.90 - 2.96 3.02 3.10 - 3.13 3.19 3.29 - 3.28 3.34 3.45 - 3.40 3.48 3.58 - 3.51 3.59 3.70 - 378 394 Amps 10.1 10.4 10.7 - 10.9 11.2 11.6 - 11.9 12.2 12.6 - 12.7 13.0 13.4 - 13.5 13.8 14.3 - 14.3 14.6 15.1 - 124 136 Hi PR 227 244 258 - 254 274 289 - 289 311 329 - 329 355 374 - 371 399 421 - 409 441 465 - • 50.1..340!9.3 42.3' Lo PR 105 112 122 - 111 118 129 - 116 123 134 - 122 129 141 - 127 135 148 - 132 140 153 - S/T MBh 41.2 42.7 46.7 - 40.2 41.7 45.7 - 39.2 40.7 44.6 - 38.3 39.7 43.5 - 36.4 37.7 41.3 - 33.7 34.9 38.3 - 1.00 0.89 S/T 0.76 0.64 0.44 - 0.79 0.66 0.46 - 0.81 0.68 0.47 - 0.84 0.70 0.48 - 0.87 0.73 0.50 - 0.88 0.73 0.51 - 11 21 AT 18 16 12 - 19 16 12 - 19 16 12 - 19 16 12 - 18 16 12 - 17 15 11 - 3.34 1575 kW 2.78 2.84 2.92 - 2.98 3.04 3.13 - 3.15 3.21 3.31 - 3.30 3.37 3.47 - 3.43 3.50 3.61 - 3.54 3.62 3.73 - 11:1 • 11.a 11.8: Amps 10.2 10.5 10.8 - 11.0 11.3 11.7 - 12.0 12.3 12.7 - 12.8 13.1 13.6 - 13.6 14.0 14.4 - 14.4 14.8 15.3 - Hi PR 231 Hi PR 229 246 260 - 257 276 292 - 292 314 332 - 333 358 378 - 374 403 425 - 414 445 470 - 450 475 Lo PR 106 113 124 - 112 120 131 - 117 124 136 - 123 131 143 - 129 137 149 - 133 142 155 - IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid a • • d suction service valv • • • • • • • • • •• • • • • •• •• • ••• • • • • • • • • • • • • • •• •• ••• • • Shaded area reflects ACCA (1VA) conditions Amps = outdoor unit amps (comp.+fan) kW =Total system power EXPANDED COOLING DATA - GSX160421F*/CA*F4860*6D*+TXV MBh S/T AT 37.5 0.80 22 38.6 0.71 21 41.8 0.54 17 44.9 0.35 12 36.6 37.7 0.83 0.74 23 21 40.8 0.56 17 43.8 0.36 12 35.8 0.85 23 36.8 0.76 21 39.9 0.57 17 42.8 0.37 12 34.9 0.88 23 35.9 0.78 21 38.9 0.59 17 41.7 0.38 12 33.1 0.91 23 34.1 0.81 21 36.9 0.62 17 39.6 0.40 12 30.7 0.92 21 31.6 0.82 19 34.2 0.62 16 36.7 0.40 11 1225 kW 2.72 2.78 2.86 2.94 2.91 2.97 3.06 3.15 3.08 3.14 3.23 3.33 3.23 3.29 3.39 3.50 3.35 3.42 3.53 3.64 3.46 3.53 3.64 3.76 Amps 10.0 10.2 10.5 10.9 10.8 11.0 11.4 11.8 11.7 11.9 12.3 12.8 12.5 12.8 13.2 13.7 13.3 13.6 14.0 14.6 14.0 14.4 14.9 15.4 Hi PR 222 239 252 263 249 268 283 295 283 305 322 336 323 347 367 383 363 391 413 430 401 432 456 476 Lo PR 103 110 120 128 109 116 127 135 113 121 132 140 119 127 138 147 125 133 145 154 129 137 150 160 MBh 40.6 41.8 45.3 48.6 39.7 40.9 44.2 47.5 38.7 39.9 43.2 46.3 37.8 38.9 42.1 45.2 35.9 37.0 40.0 43.0 33.3 34.2 37.1 39.8 S/T 0.83 0.74 0.56 0.36 0.86 0.77 0.58 0.37 0.88 0.79 0.60 0.38 0.91 0.81 0.61 0.40 0.94 0.84 0.64 0.41 0.95 0.85 0.64 0.41 AT 22 20 17 12 22 21 17 12 22 21 17 12 23 21 17 12 22 20 17 12 21 19 16 11 75 1400 kW 2.78 2.84 2.92 3.01 2.98 3.04 3.13 3.22 3.15 3.21 3.31 3.41 3.30 3.37 3.47 3.58 3.43 3.50 3.61 3.72 3.54 3.62 3.73 3.85 Amps 10.2 10.5 10.8 11.2 11.0 11.3 11.7 12.1 12.0 12.3 12.7 13.2 12.8 13.1 13.6 14.1 13.6 14.0 14.4 15.0 14.4 14.8 15.3 15.9 Hi PR 229 246 264 •.272':47 7, 2Zg • 392: aaS• 292 314 332 346 333 358 378 394 374 403 425 444 414 445 470 490 Lo PR 106 113 124' • 132 :112 ; 1:0 3 :VI '139 117 124 136 145 123 131 143 152 129 137 149 159 133 142 155 165 MBh 41.9 43.1 46.6. • 50.1..340!9.3 42.3' 1,.6; 44,4 39.9 41.1 44.5 47.7 38.9 40.1 43.4 46.6 37.0 38.1 41.2 44.2 34.3 35.3 38.2 41.0 S/T 0.87 0.78 0.59 0.38 0.90 0.80 0.61 0.39 0.92 0.82 0.62 0.40 0.95 0.85 0.64 0.41 0.99 0.88 0.67 0.43 1.00 0.89 0.67 0.43 AT 21 20 16 11 21 20 16 11 21 20 16 11 22 20 16 11 21 20 16 11 20 18 15 10 1575 kW 2.80 2.86 2.54 003 3.00, 3ai • 3.15 • ii.25 • 3.17 3.24 3.34 3.44 3.33 3.40 3.50 3.61 3.46 3.53 3.64 3.75 3.57 3.65 3.76 3.88 Amps 10.3 10.6 r0.5 13.3 11:1 • 11.a 11.8: • 12.1 :12.1 12.4 12.8 13.3 12.9 13.2 13.7 14.2 13.8 14.1 14.6 15.1 14.6 14.9 15.4 16.0 Hi PR 231 249 2e-3: 2S4 '259'; 27Q • 135: :0E: :295 318 335 350 336 362 382 398 378 407 430 448 418 450 475 495 Lo PR 107 114 t25 1S3 1211' ' 12? 132 ' 140 ' 118 126 137 146 124 132 144 153 130 138 151 161 134 143 156 166 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid a • • d suction service valv • • • • • • • • • •• • • • • •• •• • ••• • • • • • • • • • • • • • •• •• ••• • • Shaded area reflects ACCA (1VA) conditions Amps = outdoor unit amps (comp.+fan) kW =Total system power EXPANDED COOLING DATA - GSX160421F*/CA*F4860*6D*+TXV IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Shaded area reflects AHRI conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX16O421F*/CA*F4860*6D*+TXV (CONT) MBh S/T AT 38.8 0.92 27 39.6 0.89 26 41.5 0.80 25 44.2 0.65 22 37.9 38.7 0.95 0.92 27 27 OUTDOOR AMBIENT TEMPERATURE 37.0 0.98 27 37.7 0.94 27 39.5 0.85 25 42.2 0.69 22 36.1 1.00 27 36.8 0.97 27 38.6 0.88 25 41.2 0.71 22 652F 35.0 1.00 26 752F 39.1 0.74 22 852F 952F 32.4 1.00 24 1052F 36.2 0.74 20 1152F 1225 kW 2.76 2.82 2.90 2.98 2.96 3.01 3.10 3.20 ENTERING IN000R WET BULB TEMPERATURE 3.19 3.28 3.38 3.28 3.34 3.44 3.55 IDB AIRFLOW 59 1 63 1 67 I 71 59 1 63 1 67 1 71 59 1 63 I 67 I 71 59 I 63 1 67 I 71 59 1 63 I 67 1 71 59 1 63 1 67 I 71 13.9 13.5 MB 38.2 39.0 41.7 44.5 37.3 38.1 40.7 43.5 36.4 37.2 39.7 42.5 35.5 36.3 38.8 41.4 33.7 34.5 36.8 39.4 31.2 31.9 34.1 36.5 399 421 S/T 0.88 0.82 0.67 0.50 0.91 0.85 0.69 0.52 0.93 0.87 0.71 0.53 0.96 0.90 0.73 0.55 1.00 0.93 0.76 0.57 1.00 0.94 0.77 0.57 157 132 AT 25 24 21 17 25 24 21 17 25 24 21 17 26 25 21 17 25 24 21 17 24 23 20 16 35.1 1225 kW 2.74 2.80 2.88 2.96 2.93 2.99 3.08 3.17 3.10 3.17 3.26 3.36 3.25 3.32 3.42 3.52 3.38 3.45 3.55 3.66 3.49 3.56 3.67 3.79 0.77 Amps 10.0 10.3 10.6 11.0 10.8 11.1 11.5 11.9 11.8 12.1 12.5 12.9 12.6 12.9 13.3 13.8 13.4 13.7 14.2 14.7 14.2 14.5 15.0 15.6 1400 kW Hi PR 224 241 255 266 252 271 286 298 286 308 325 339 326 351 371 386 367 395 417 435 405 436 461 480 10.4 10.7 Lo PR 104 111 121 129 110 117 128 136 114 122 133 142 120 128 140 149 126 134 146 156 130 139 151 161 26% • •27f •: MBh 41.4 42.3 45.2 48.3 40.4 41.3 44.1 47.1 39.4 40.3 43.1 46.0 38.5 39.3 ` 42.0 44.9 36.5 37.3 39.9 42.7 33.9 34.6 37.0 39.5 115• • 1t2 • IV: '942 S/T 0.91 0.85 0.69 0.52 0.94 0.88 0.72 0.54 0.96 0.90 0.74 0.55 1.00 0.93 0.76: 0.57 1.00 0.97 0.79 0.59 1.00 0.98 0.80 0.59 41.3 42.1 AT 25 24 21 16 25 24 21 17 25 24 21 17 25 24 21 ' 17 24 24 21 17 22 22 19 15 80 1400 kW 2.80 2.86 2.94 3.03 3.00 3.06 3.15 3.25 3.18 3.24 3.34 3.44 3.33 3.40 3.50 3.61 3.46 3.53 3.64 3.75 3.57 3.65 3.76 3.88 24 24 Amps 10.3 10.6 10.9 11.3 11.1 11.4 11.8 12.2 12.1 12.4 12.8 13.3 12.9 13.2 13.7 14.2 13.8 14.1 14.6 15.1 14.6 14.9 15.4 16.0 3.55 3.67 Hi PR 231 249 263 274 260 279 295 308 295 318 335 350 336 362 382 398 378 407 430 448 418 450 475 495 14.0 14.3 Lo PR 107 114 125 133 114 121 132 140 118 126 137 146 124 132 144 153 130 138 151 161 134 143 156 166 438 457 MBh 42.6 43.5 46.5 49.7 41.6 42.5 45.4 48.6 40.6 41.5 44.3 47.4 39.6 40.5 43.3 46.2 37.6 38.5 41.1 43.9 34.9 35.6 38.1 40.7 137 146 S/T 0.95 0.89 0.73 0.54 1.00 0.93 0.75 0.56 1.00 0.95 0.77 0.58 1.00 1.00 0.80 0.60 1.00 1.00 0.83 0.62 1.00 1.00 0.83 0.62 AT 24 23 20 16 24 23 20 16 24 23 20 16 23 24 20 16 22 22 20 16 20 21 19 15 1575 kW 2.82 2.88 2.96 3.05 3.02 3.08 3.17 3.27 3.20 3.26 3.36 3.47 3.35 3.42 3.53 3.64 3.49 3.56 3.67 3.78 3.60 3.67 3.79 3.91 Amps 10.4 10.7 11.0 11.4 11.2 11.5 11.9 12.3 12.2 12.5 12.9 13.4 13.0 13.4 13.8 14.3 13.9 14.2 14.7 15.2 14.7 15.1 15.6 16.2 Hi PR 234 251 265 277 262 282 298 311 298 321 339 353 340 365 386 402 382 411 434 453 422 454 480 500 Lo PR 109 116 126 134 115 122 133 142 119 127 138 147 125 133 145 155 131 140 152 162 136 144 158 168 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Shaded area reflects AHRI conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX16O421F*/CA*F4860*6D*+TXV (CONT) MBh S/T AT 38.8 0.92 27 39.6 0.89 26 41.5 0.80 25 44.2 0.65 22 37.9 38.7 0.95 0.92 27 27 40.5 43.2 0.83 0.67 25 22 37.0 0.98 27 37.7 0.94 27 39.5 0.85 25 42.2 0.69 22 36.1 1.00 27 36.8 0.97 27 38.6 0.88 25 41.2 0.71 22 34.3 1.00 26 35.0 1.00 26 36.6 0.91 25 39.1 0.74 22 31.8 1.00 24 32.4 1.00 24 33.9 0.92 23 36.2 0.74 20 1225 kW 2.76 2.82 2.90 2.98 2.96 3.01 3.10 3.20 3.13 3.19 3.28 3.38 3.28 3.34 3.44 3.55 3.40 3.47 3.58 3.69 3.51 3.59 3.70 3.82 Amps 10.1 10.4 10.7 11.1 10.9 11.2 11.6 12.0 11.9 12.2 12.6 13.0 12.7 13.0 13.4 13.9 13.5 13.8 14.3 14.8 14.3 14.6 15.1 15.7 Hi PR 227 244 257 269 254 274 289 301 289 311 329 343 329 354 374 390 371 399 421 439 409 441 465 485 Lo PR 105 112 122 130 111 118 129 138 116 123 134 143 121 129 141 150 127 135 148 157 132 140 153 163 MBh 42.1 42.9 44.9 47.9 41.1 41.9 43.9 46.8 40.1 40.9 42.8 45.7 39.1 39.9 41.8 44.6 37.2 37.9 39.7 42.4 34.4 35.1 36.8 39.2 S/T 0.95 0.92 0.83 0.67 0.99 0.95 0.86 0.70 1.00 0.98 0.88 0.71 1.00 1.00 0.91 0.74 1.00 1.00 0.94 0.77 1.00 1.00 0.95 0.77 AT 26 26 24 21 27 26 25 21 26 26 25 21 26 26 25 22 24 25 25 21 23 23 23 20 85 1400 kW 2.82 2.88 2.96 3.05 3.02 3.08 3.17 3.27 3.20 3.26 3.36 3.47 3.35 3.42 3.53 3.64 3.49 3.56 3.67 3.78 3.60 3.67 3.79 3.91 Amps 10.4 10.7 11.0 11.4 11.2 11.5 11.9 12.3 12.2 12.5 12.9 13.4 13.0 13.4 13.8 14.3 13.9 14.2 14.7 15.2 14.7 15.1 15.6 16.2 Hi PR 234 251 26% • •27f •: 212 : 2$2 • ;98 321' 298 321 339 353 340 365 386 402 382 411 434 453 422 454 480 500 Lo PR 109 116 126.. 1341 115• • 1t2 • IV: '942 119 127 138 147 125 133 145 155 131 140 152 162 136 144 158 168 MBh 43.3 44.2 46.3 s19.4 .42.3 • 44.2. 45.20 48.2 41.3 42.1 44.1 47.1 40.3 41.1 43.0 45.9 38.3 39.0 40.9 43.6 35.5 36.2 37.9 40.4 S/T 1.00 0.96 0.8? • 0.715 • • 1.00• • 1.08 0..90* 0 73 1.00 1.00 0.92 0.75 1.00 1.00 0.95 0.77 1.00 1.00 0.99 0.80 1.00 1.00 1.00 0.81 AT 25 25 23 20 25 25 24 21 24 25 24 21 24 24 24 21 22 23 24 20 21 21 22 19 1575 kW 2.85 2.90 218 •3,p1 3.05 41. 3.20 . 130 • 3.22 3.29 3.39 3.49 3.38 3.45 3.55 3.67 3.51 3.59 3.70 3.81 3.63 3.70 3.82 3.94 Amps 10.5 10.8 1:1.: 1:.5 113 • 11.: 12.0;.12.: x.12.3 12.6 13.0 13.5 13.2 13.5 13.9 14.5 14.0 14.3 14.8 15.4 14.8 15.2 15.7 16.3 Hi PR 236 254 268• 28O •265•:28/• 301: :14: ;301 324 342 357 343 369 390 406 386 415 438 457 426 459 484 505 Lo PR 110 117 l]7 16 1156. • 123+ 135 • 143 0 120 128 140 149 126 135 147 156 133 141 154 164 137 146 159 170 IDB: Entering Indoor Dry Bulb Temperature High and low pressures are measured at the liquid and suction service valves. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Shaded area reflects AHRI conditions Amps = outdoor unit amps (comp.+fan) kW = Total system power EXPANDED COOLING DATA - GSX16O421F*/CA*F4860*6D*+TXV (CONT) AHRI RATINGS OUTDOOR UNIT INDOOR UNITS COOLING RATINGS COILS/AIR HANDLERS FURNACES TOTAL' SENS.' SEERz EER' CFM AHRI k ACNF30XX16D*+TXV ARUF37C14A*+TXV ASPT30C14A* ASP 14A* AVPTC30C14A* AVPTC36C14A* AWUF31XX16A*+TXV AWUF32XX16A* AWUF32XX16A*+TXV AWUF37XX16B* AWUF37XX16B*+TXV CA*F3137*6A* CA*F3137*6A* CA*F3137*6A* CA*F3137*6A* CA*F3137*6A* CA*F3137*6A* CA*F3137*6A* CA*F3137*6A* CA*F3137*6A* CA*F3137*6A* CA*F3137*6A* A*F3137*6A* C'*F3137*6A* A*F3137*6A* CA*F3137*6A* CA*F3137*6A* CA*F3137*6A* CA*F3137*6A* CA*F3137*6A* CA*F3137*6A*+EEP CA*F3137*6A*+EEP+TXV CA* F3137*6A*+MBVC1200**-1A* CA* F3137* 6A*+M BVC1200* *-1A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV CA*F3137*6A*+TXV A*EC960402BNA* A*EC960603BNA* A*EC960803BNA* A*VC80604B*B* A*VC960403BNA* A*VC960603BNA* A*VC960803BNA* A*VM970603BNA* A*VM970803BNA* ADVC80603B*B* G*EC960402BNA* G*EC960603BNA* G*EC960803BNA* G*VC80604B*B* G*VC960403BNA* G*VC960603BNA* G*VC960803BNA* G*VM970603BNA* G*VM970803BNA* A*EC960402BNA* A*EC960603BNA* A*EC960803BNA* A*VC80604B*B* A*VC960403BNA* A*VC960603BNA* A*VC960803BNA* A*VM970603BNA* A*VM970803BNA* ADVC80603B*B* G*EC960402BNA* G*EC960603BNA* G*EC960803BNA* G*VC80604B*B* G*VC960403BNA* G*VC960603BNA* 27,000 29,000 27,600 20,600 22,200 21,000 14.0 14.0 16.0 16.0 12.2 12.2 13.0 850 1,050 850 7824973 7984218 5756173 5756124 28,0001 28,000 27,600 28,000 28,000 28,000 28,000 28,400 28,400 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 28,600 21,000 21,400 21,400 21,400 21,400 21,600 21,600 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 21,800 16.0 16.0 16.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.5 15.0 15.0 14.5 15.0 14.5 15.0 15.0 15.0 15.0 14.5 15.0 15.0 14.5 15.0 14.5 15.0 14.0 14.5 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 .2.5 13.0 1,000 13.0 860 5924354 13.0 1,000 5924355 12.5 850 5753079 12.5 850 5753210 12.5 850 5753080 12.5 950 5753211 12.5 950 5753081 12.5 935 7489458 12.5 1,020 7489459 12.2 1,010 7489460 12.5 990 7489461 12.5 985 7489462 12.2 985 7489463 12.5 1,025 7489464 12.2 985 7489465 12.5 1,025 7489466 12.5 900 7489467 12.5 935 7489468 12.5 1,020 7489469 12.2 1,010 7489470 12.5 990 7489471 12.5 985 7489472 12.2 985 7489473 12.5 1,025 • • • •7110474 :2.2 • • • 985 • • X7489475 12 5 •1,025 • • 7489476 •••• 12.2 • 1,000 ;489436 12.2• • • 1,000 • 7489435 f2.5• • • • 1,025 i • • 389438 126• • i • 1,025 • 1499437 • 1.215 • • 935 • • • 7489439 1r5• : ' :1,020 /489440 1.2.5 •1,010 : • • gSQ441 1/.5 • II • 990 7489442 •• • •••• 12.5 985 4..748:443 12.5 985 7489444 12.5 1,025 7489445 12.5 985 7489446 125 1,025 7489447 12.5 900 7489448 12.5 935 7489449 12.5 1,020 7489450 12.5 1,010 7489451 12.5 990 7489452 12.5 985 7489453 12.5 985 7489454 • •• • • •••• • • ••• • • •• See Notes on Page 36. • • 30 www.goodmanmfg.com SS-GSX16 D MMOnwl c 8 E 7 1 6 5 ( 4 3 I � •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • ••• • ••• • • • • •• • 4l +Y Dion: 141• • • • • • • • • • • • •• • • •• • • • 1 0 CSOA11 0e =A 0IA0AC'E : •Q1 Sk"•:' t CN l ..SMS'1C • • • W4! ZDE $C, -1171 ma ,r+t ,::rA• I MODEL DIMENSIONS W" D" H" GSX160181** 29 29 3234 GSX160241** 29 29 32%. GSX160301** 29 29 36'/4 GSX160361** 29 29 3834 GSX160421** 35%: 35%: 36% GSX160481** 35% 35% 364 GSX160601** 35% 35%: 3834/, GSX160611** 35/: 35%: 3834 THE GOODMAN MANUFACTURING COMPANY, L.P. 8 7 000 • • • • • • • • • • • • 'POO • • • • • • • • • • • • • • •• •• • • • •• •• 00111 • • • 'DO* • • 6 •e _•• mex•i4••taw.i+TOLDKAd 114 N!0 cacao Tp 71(*welt sxmacragvvici7'■IVAIKUA VACSIYASSF WORM (4.1•` mirror k 77(dw avtl•714Xl•w own E 7'1C..,D71 nos alcat=Adt 17t kora i=ft AS ACI .TJ 10111 X34:lA(11UMMEC 0.Gtt:01 Li MAAR.4D(i PUMF3.MAT uS .GM • 4 3 M4{,1 4.'13 • A734!1 2 •111,34,IC Y{A`Ri 11•811•8016aO M F �•F4s, 1%1-.1 T7+:0 `it'll 1 1!+ A 0 c 8 A. SNOI SN3WIQ U L1; TIST2L20'Tr CONTROL BOX ALTERNATE DOUGLE POLE CONTACTOR BL B BK `VL T1 110 12 C ant SC R RCCF GINO =Mr 001.1110 YL BR SA (IF USED) NOTE 2 ThRD LVJB YL Y 8l C SEE NOTE 1 I CM PU BR BK �d COMP • •• • • • • J_ EQUIPMENT GROUND • • • • • • SEE NOTE 3 • • • ••• • • • • • •• • ••• • • • •• • • • • •• • •• • 11 •• • • •• • •• • • • • •• • ••• • • • Wiring is subject to cha n diagram or the unit thefor ge.Alwaysrefertothewlring 1 Q WARNING most up-to-date wiring. ••• • • • • • . . • • • J • • • 0 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 81 BLUE BR BROWN OR ORANGE PU PURPLE RD RED WH WHITE YL YELLOW WRONG CODE. FACTORY WIRING HIGH VOLTAGE LOW VOLTAGE OPTIONAL HIGH VOLTAGE FIELD WIRINQ HIGH VOLTAGE COMPONENTCOj C CONTACTOR CM — OUTDOOR FAN M0T0R COMP — COMPRESSOR 10 INTERNAL OVERLOAD LVJB — LOW VOLTAGE JUNCTION BOX RCCF — RUN CAPACITOR FOR COMPRESSOR & FAN SA—START ASSIST SC — START CAPACITOR FOR COMPRESSOR (OPTIONAL) SR—START RELAY FOR COMPRESSOR (OPTIONAL) CONTROLS SHOWN WITH THERMOSTAT IN'OFF' POSITION. OUTDOOR POWER SUPPLY SEE RATING PLATE t 1 SEE NOTE 1 NOTES: 1) TO INDOOR UNIT LOW VOLTAGE TERMINAL BLOCK 6 INDOOR THERMOSTAT. 2) START ASSIST FACTORY EQUIPPED WHEN REQUIRED. 3)USE COPPER CONDUCTORS ONLY. t t USE N.E.C. CLASS 2 WIRE O14OROOO15P-C High Voltage: Disconnect all power before servicing or installing this unit, Multiple power sources may be present. Failure to do so may cause property damage, personal injury, or death. WIRING DIAGRAM - GSX160181-48F* / 611F* LVJB CONTROL BOX YL Y BL C OUTDOOR POWER SUPPLY SEE RATING PLATE I SEE NOTE I T1 BK p 2 BLACK 81. BLUE BR BROWN OR ORANGE PU PURPLE RD RED WH WNIITE YL YELLOW ORML GREENIYELLOW STRIPE GR GREEN WINO CODE FACTORY WIRING HIGH VOLTAGE LOW VOLTAGE 1 U $ BK SA p€uSus BK OPTIONAL HIGH VOLTAGE FIELD WIRING HIGH VOLTAGE MOO IMO COMPONENT CODE C CONTACTOR CM — OUTDOOR FAN MOTOR COMP —COMPRESSOR b INTERNAL OVERLOAD LVJB — LOW VOLTAGE JUNCTION BOX RCC — RUN CAPACITOR FOR COMPRESSOR SA — START ASSIST SC —START CAPACITOR FOR COMPRESSOR (OPTIONAL) SR —START RELAY FOR COMPRESSOR (OPTIONAL) CH --.--CRANKCASE HEATER CONTROLS SHOWN WITH THERMOSTAT IN 'OFF' POSITION. GR ALTERNATE DOUBLE POLE CONTACTOR GR/YL RD EQUPMENT GROUND SEE NOTE 3 • •• • • re • • • • • is •• GR • •• • ••• • • • • • is • • •• NOTES 1) TO INDOOR UNIT LOW VOLTAGE TERMINAL BLOCK 8 INDOOR THERMOSTAT. 2) START ASSIST FACTORY EQUIPPED WHEN REQUIRED. 3) USE COPPER CONDUCTORS ONLY. t t USE N.E.C. CLASS 2 WIRE CM • • • • • • • • • • • •• • • •• • • •• • •• •• • ••• • Wiring is subject tochange. Always refer to the wiring diagram or the unit for the most up-to-date wiring. ••• • s • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• •• • • • • • • • • 0140R00287•A A WARNING •• • • • • • • • • • •• •• • • High Voltage: Disconnect all power before servicing or Installing this unit. Multiple power sources may be present. Failure to do so may cause property damage, personal Injury, or death. 7 *dT0909TXS9 — 141Vd9Vla 9MdIM ACCESSORIES MODEL ABK-20 DESCRIPTION Anchor Bracket Kit" GSX16 018F* GSX16 024F* X GSX16 030F* X GSX16 036F* X GSX16 042F* X GSX16 048F* X GSX16 060F* X GSX16 061F* X ABK-21 Anchor Bracket Kit" X ASC -01 Anti -Short Cycle Kit X X X X X X X X CSR -U-1 Hard -Start Kit X X X X X X X X FSK01A' Freeze -Protection Kit X X X X X X X X LSK02A2 Liquid -Line Solenoid Kit X X X X X X X X LAKTO1A Low -Ambient Kit X X X X X X X X 0130R00000S Low -Pressure Switch Kit X X X X X X X X TXV-302 TXV Kit X X X TXV-422 TXV Kit X X TXV-482 TXV Kit X TXV-602 TXV Kit X X • Contains 20 brackets; four brackets needed to anchor unit to pad Installed on indoor coil 2 Field -installed, non -bleed, expansion valve kit. • • •• • • •••• • • • • •• • • •• • • • • • •••• • •••• • • •••• • • •• •• • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • Goodman Manufacturing Company, L.P., reserves the right to discontinue, or change at any time, specifications or designs without notice or without incurring obligations. ® 2015 Goodman Manufacturing Company, LP. • Houston, Texas • Printed in the USA. 60 www.goodmanmfg.com SS-GSX16 Goodman Air Conditioning & Heating The Goodman® brand HKR electric heat kits are for use with Amana brand air handlers and modular blowers. The HKS heat kits are designed for use with packaged electric/heat pump units. These versatile heat kits are designed for easy installation in the field. Standard Features • Sequencers for better temperature control • Multiple branch circuit capability • Completely assembled and tested • Control circuitry arranged to readily permit staging • Factory -installed circuit breakers available on specific models (See Electrical Data) • Fuse Zink secondary high-tem- perature limit control • Plug-in wiring harness for ease of installation into air handler • Rust -resistant nickel chromium heat elements • ETL Listed HKR/HKA/HKP HKS) ELECTRIC HEAT KITS FOR AIR HANDLERS AND PACKAGED ELECTRIC UNITS Contents AVPTC 3 ARPT 5 ARUF-SF with HKS Electric Heat 7 ARUF with HKR Electric Heat 9 (ASPT M BVC 16 MBR 17 GPC15M 18 GPC13M 18 GPC14H 19 GPC13H 20 GPH15M 21 GPH14H 22 GPH13M 23 GPH13H 24 . • • • • . . . . . `Complete warranty detaih available from your local dealer or at asolgusidmunint&cum. SS-GHKR www.goodmanmfg.com 9/13 Supersedes 6113 .-• , 10OUR SPEQEIGTIONS NOMENCLATURE HKR -05 • A 2 3 !Unit Type HKR Air Handlers & Packaged Units HKA Air Handlers HKP Packaged Units Phase None Single -Phase 3 Three -Phase Heati : Capacity @ 240 Volts 5 4.75 kW 8 7.00 kW 10 9.50 kW 15 14.25 to 15.00 kW 20 19.00 to 19.60 kW 4,5 11 Revisions Engineering Revisions Circuit Breaker None Single- or 3 -Phase Kit; No Circuit Breaker C Single -Phase Kit w/ Circuit Breaker 4IKS' X 03 X A AA Unit Type t,1:11551 ?Heat Kit for) fAir Handle 1 Phase 2 3 4 X No circuit breaker CC+ Circuit Breaker 06 6.0 kW 08 8.0 kW 10 9.6 kW 15 14.4 kW 19 19.2 k@ wth 150F limit 20 19.2 kW with 170F limit 25 25.0 kW 5 6,7 Revisions engineering Revisipns4 • • •••• • • •__ ._ • • • PhtIse • • A Single isima08 V • • • B Singleere$ei40`,14 • iSingle P•hase,208/,240 Vj D Threep%ase 308 V • • E Three "Stcl*240 V • F Three4haSA208/240 V • • G Three4Rjia%a60 V • • • • Cabinet Size _1A._ly C C Cabinet • •� J • D D CabDlet • • All Cabinet Sites • ••4I • • •• 40, 4�w watt ilii 12UUi ::::'n:mannowan HEATING KW (ORRECTION FACTOR • • • • • • • • •• • • • • • • • •• • • • • • SUPPLY VOLTAGE 240 230 220 210 208 CORRECTION FACTOR 1.00 0.92 0.84 0.77 0.75 Multiply the 240 -volt heating capacity by correction factors. 2 www.goodmanmfg.com SS-GHKR PRODOQ SPECIFICATIONS AIR HANDLER ELERRIl 1 DATA - ASPT MODEL & HEAT KIT USAGE CIRCUIT 1 CIRCUIT 2 SINGLE -POINT KIT HEATER AMPS MCA' MOP' HEATER AMPS MCA' MOP' MCA' MOP' ASPT24B14 0/0 3.1/3.1 15/15 - -- - - - HKS*03XC* 10.8 / 12.5 17 / 19 20 / 20 -- - - - - HKS*05XC* 17.3 / 20.0 25 / 28 30 / 30 -- - - - - HKS.06XC* 21.6 / 25.0 30 / 34 35 / 35 - - - - - HKS*08XC* 25.3 / 33.3 39 / 45 40 / 45 - - - - - HKS*10XC* 34.7 / 40.0 46 / 53 50 / 60 - - - - - HKSC15*#* 34.7 / 40.0 46 / 53 50 / 60 17.2 / 19.8 22 / 25 25 / 25 68 / 78 70 / 80 0 / 0 3-9_/ 3.9 15 / 15 - - -- - - ASC14 PT30 (7/7(1) - - - - - (HKS*03XC 10_$/ 12:5 20 20 - - - - - HKS*05XC* ...• 1 1 HKS*06XC* 21.6 / 25.0 31 / 35 35 / 40 - -- - - - HKS*08XC* 25.3 / 33.3 40 / 46 40 / 50 - - - - - HKS*10XC* 34.7 / 40.0 47 / 54 50 / 60 - - - - - HKSC15*#* 34.7 / 40.0 47 / 54 50 / 60 17.2 / 19.8 22 / 25 25 / 25 69 / 79 70 / 80 ASPT36C14 0/0 3.9/3.9 15/15 - - - - - HKS*03XC* 10.8 / 12.5 17 / 20 20 / 20 - - - - - HKS*05XC* 17.3 / 20.0 26 / 29 30 / 30 - - - - - HKS*06XC* 21.6/25.0 31/35 40/40 - - - - - HKS*08XC* 25.3 / 33.3 40 / 46 40 / 40 - - -- - - HKS*10XC* 34.7/40.0 47/54 60/60 - - - - - HKSC15*#* 34.7/40.0 47/54 60/60 17.2/19.8 22/25 25/25 69/79 70/80 HKSC19*#* 34.3/39.6 47/54 60/60 34.3/39.6 43/50 45/50 91/104 100/110 •••• HKSC15XF* 0/0 3.9 / 3.9 15/15 30/34.6 38/44 40/50 - • - • HKSC2OXF* 0/0 3.9 / 3.9 15/15 37/43 47/54 50/60 • • • •4- • •--•• ASPT42D14 0/0 6.1/6.1 15/15 - - - ••v•• W u•• • HKS*03XC* 10.8 / 12.5 20 / 22 20 / 25 - - -- - - • HKS*05XC* 17.3 / 20.0 28 / 31 30 / 35 - - - • • •-- HKS*06XC* 21.6 / 25.0 33 / 37 35 / 40 - - - • • .• • • • • .- • • • • • • HK S*08XC* 25.3 / 33.3 42 / 48 45 / 50 - -- -- • • • • • • • • HKS*1OXC* 34.7 / 40.0 49 / 56 50 / 60 - - - • • -. • ••- • HKSC15*#* 34.7 / 40.0 49/56 50 / 60 17.2/ 19.8 22 / 25 25 / 25 •71 / 8a 10.1•9• • H KSC20*#* 34.3 / 39.6 49 / 56 50/60 34.3/39.6 43/50 45 / 50 97109 urine • HKSC15XF* 0/0 6.1 / 6.1 15/15 30/34.6 38/44 40/50 - • • HKSC2OXF* 0/0 6.1 / 6.1 15/15 37/43 47/54 50/60 - - ' Minimum Circuit Ampacity (Heater Amps + Motor Amps) X 1.25 2 Maximum Overcurrent Protection = 2.25 X Motor Amps + Heater Amps A Circuit 1: Single-phase for Air Handlers Circuit 2: Three-phase for HKR3 Heater Kits * Revision level that may or may not be designated C = Circuit Breaker Option - indicates Not Required ••• • • • • • • • •• • • • • 14 www.goodmanmfg.com SS-GHKR Goodman Air Conditioning & Heating ASPT SERIES MULTI -POSITION, , LTI- PEED, ECM -BASED AIR HANDLER WITH INTERNAL TXV 1'Z TO 5 TONS Contents Air Handler Nomenclature 2 Heater Kit Nomenclature 2 Product Specifications 3 Dimensions 4 Airflow Data 6 Heat Kit Data 7 Wiring Diagram 9 Accessories 12 Product Features • Internal factory -installed thermal expansion valves for cooling and heat pump applications • Direct drive, multi -speed ECM blower motor • All -aluminum evaporator coil • Coil mounting track for quick repositioning • Optimized for use with R -410A refrigerant • Cabinet air leakage less than 2.0% at 1.0 inch H2O when tested in accordance with ASHRAE standard 193 • Cabinet air leakage less than 1.4% at 0.5 inch H2O when tested in accordance with ASHRAE standard 193 • 3 kW — 25 kW electric heater kits • AHRI certified; ETL listed • Rigid SmartFramet' cabinet • Horizontal or vertical configuration capabilities • 21" depth for easier attic access • DecaBDE-free thermoplastic drain ••• • • • • • •••• • • • •• • • •• • • • •••• • ••• • • • •••• • • •.• • . • • • •• •. •• • pan with secondary drain connections • • Screw -less sides and back helps ' to reduce condensation when installed in humid locations • Foil -faced insulation covers the internal casing to reduce cabinet condensation • Galvanized, leather grain -embossed finish • Glue -less cabinet insulation retention • Tool -less filter access Pafti CtetiE ED • • • • • • .a • .... • . . .• • Intertek 1 ; BBB. • Complete warranty details available from your local dealer or at www.goodmanmfg.com. To receive the 10 -Year Parts Limited Warranty, online registration must be completed within 60 days of installation. Online registration is not required in California or Quebec. •' • • • •' • • • • SS-GASPT www.goodmanmfg.com 5/15 Supersedes 3/15 PRODUCT SPECIFICATIONS NOMINAL_ RATINGS ASPT 25614* ASPT 29814* ASPT 37814* ASPT 37C14* ASPT 47C14* ASPT 59C14* ASPT 47D14* ASPT 49D14* ASPT 61D14* 24,000 24,00 6,000 42,000 60,000 42,000 48,000 60,000 tCooli%h1 30,000, BLOWER 9'A" 9'A",9/' 10%" 10%" 105/." 10%" 1175/,6" 1115/16' I Diameter ( Width, 6" 6" 8" 103/4" 10%" 105/3" 10%" 105/x" CALL CONNECTIONS (LIQ Uld %" %" l%i %" Vis' 3/4,' 3/i" %" 3/s - �$UCL10r17 3" %a' (7 " yi' %s' %" ys' Vis" %a' (Coil Drain Connect (FPT. 3/" 3/" 3/.")%" %" %" 3/" %" %" ELECTRICAL DATA i,Volta 208 / 230 208 / 23 8 / 230 208 / 230 208 / 230 208 / 230 208 / 230 208 / 230 117771:7 Minimum Circuit Ampacity 5.8 / 5.8 5.8 / 5.8 5. 5.6 / 5.6 5.6 / 5.6 7.9 / 7.9 5.6 / 5.6 8.6 / 8.6 8.6 / 8.6 kMax.ClvercurrentDevice(Amp—‘ 15/15 15/15 5/15 15/15 15/15 15/15 15/15 15/15 15/15, Minimum vxt. 197 197 197 197 197 197 197 197 197 Maximum VAC 253 253 253 253 253 253 253 253 253 Blower Motor Full Load Amps (FLA) 4.6 4.6 4.5 4.5 4.5 6.3 4.5 6.9 6.9 Horsepower (HP) % % % % % 1 % 1 1 SHIP WEIGHT (LBS.) 116 129 129 144 144 144 155 167 167 'Airflow rate @.3 static Note: Assumes dry coil; SCFM correction for wet coil = 4% (208V / 240V) • • • • • •• • • • • •••• • • •• • • • • • • • • •••• • • • • • • •••• • • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • • • • •••• • • • • • SS-GASPT www.goodmanmfg.com 3 NOMENCLATURE A 5 P T 18 8 1 4 AA Brand Al (Single -piece` (Air Handler Unit Application C Ceiling Mount PSC Motor D Downflow PSC Motor E Multi -Position Variable -Speed Motor R Multi -Position PSC Motor (Multi -Position EEM Moto_r_t W Wall Mount PSC Motor Cabinet Finish U Unpainted IC)) Painted,, N Uncased Expansion Device F Flowrater Expall--;;;;;-11 Valve, 4 5,6 7 8 10 11,12 Engineering (Major/ Minor Revisions Not used for inventory management Refrigerant Charge = R-4100 Electrical (1 _208/240 V, 1 Phase, 60 He Cabinet Width B 1794" r2-17"; D 24)4" Nominal Capacity Range 13 SEER 18 1X Tons 42 3)4 Tons 24 2 Tons 48 4 Tons (30_234 Tons 60 5 Tons 36 3 Tons • • • • • •• • • ••• • • • •••• • • •• • • • • • •••• • Unit Type INKS) Heat Kit for Air Handlers Phase HKS X 03 X A AA X No circuit breaker Circuit Breaker 06 6.O kW O8 8.0 kW 10 9.6 kW 3 4 5 6,7 @ 240 Volts 15 14.4 kW 19 19.2 k@ wth 150F limit 20 19.2 kW with 170F limit 25 25.0 kW •••• • • • •••• • •• • • • • •• •• •• • • • • • • • • • Revisjdh%• • Engigeeripg Revisign§. • • •• Phase A Single Phase 208 V B Single Phase 240 V (C Single Phase 208/240 D Three Phase 208 V E Three Phase 240 V F Three Phase 208/240 V G Three Phase 460 V Cabinet Size (MAX) C C Cabinet D D Cabinet (X All Cabinet Sizes) • • • • •• • 2 www.goodmanmfg.com SS-GASPT DIMENSIONS DRAIN PORT DETAIL (1.40 an) PLASTIC BREAKER COVER LOGO LOCATIO SEE DRAIN PORT DETAIL 1.73" (4.39 an) C B (1.40 cm) 2.17" (5.51an) •O D F INLET (FRONT VIEW) 1.73" (4.39 an) — 9.21" — 7.5" (19.1 an) 5.2" (13.3 an) 3.1" (7.9 an) 1.4' (3.6 an) 1.8" (4.6 an) SUCTION TUB LIQUID LIN 21" (28.70 cm) (1.40 an) INLET TUBE L } • • • • • •• • • 4 A • • •• •••• 4 •• • •••• • •••• •• • . • (2.54 cm) 4%tY-)) (NWT SIDE VIEW • • • • • • • • • • • • • •• • MODEL ASPT251314* A" 45 B" 16% C" 171/2 D" 15' E" 12 F" 143/16 G" 9% H" 12%s ASPT29814* 537/16 16% 171/2 2311/16 201/2 143/16 9% 7% 0 1% (ASPT37B14* 53'/i6 16 17: 211/1$ 20%x, 143/x6 ASPT37C14* 537/16 19% 21 2113/16 18% 1711/16 10'3/16 6% ASPT47C14* 537/16 19% 21 2113/16 18% 1711/16 1013/16 6% ASPT59C14* 537/16 19% 21 2113/16 18% 1711/16 1013/16 6% ASPT47D14* 537/16 235/16 24/ 211/2 185/16 213/16 12% 6% ASPT49D14* 58 235/16 241/2 26% 22%. 213/16 12% 25% ASPT61D14 58 235/16 241/2 26% 22% 213/16 12% 25% • • • • •• • •• • •• • • •••• • • • • • • • • 4 www.goodmanmfg.com SS-GASPT DIMENSIONS (CONT.) 73nr (18.28 an) SI8' (1.59 on) 0 SEE HORIZONTAL DRAM PORT DETAL 10 3115 05J8 an) SEE VERTICAL )RAIN PORT DETAL e 115 t+558 an) 4 5n5 N.31 cm) 2 ✓�(5.10an) 911P(23.50an) 7 t/2"(19.OScm) 5 US (13.02 an) 3115 (7.94 Cm) 13 W (349 an) — 7r C r— 13—IL 5m'(1.59 an) — 211/18'(8.83 an) 1 3p' (4.45an) 113115 (4.80 cm) INLET (FRONT VIEW) t 13/15(4.00 an) 2r (55.88 1314- (4.45 cm) = SUCTION TUBE LIOUID LME INLET TIBER 115115 (28.73 an) ..— 1/r(1.27 an) A r (2.54 an) J._ 195 (49.53 cm)— .I-- 9/18 (1.43 an) INLET (RIGHT SIDE VIEW) 4117 (11.43 an) 1 541' (4.13 an)1 ..—.. t5/t8"(3.33cm) HORIZONTAL DRAM PORT DETAIL 215/18' (7.48 an) 3314'(9.53 cm) 1518'(4.13cm) VERTICAL DRAIN SETAL • • • • •••• • • • •• • • •• • • • •••• • • •••• • • • • •••• • • • •• •• • • • •• • ••• • • • •• • • • • • • • • • •• • • • • • • • • • • •• • •••• • • • • • •• • MODEL ASPT61D14 A„ I B" 58 235/16 C" 2414 0" 26% E" F" 22% 213/16 G" 125/4 H" 25%4 SS-GASPT www.goodmanmfg.com 5 AIRFLOW DATA MODEL SPEED STATIC PRESSURE (IN W.C) 0.1 0.2 0.3 0.4 0.5 1 0.6 0.7 0.8 0.9 1.0 TAP 1 640 585 580 545 510 490 410 340 280 2 800 765 725 700 670 645 595 565 490 ASPT 25B14AA 3 840 805 800 760 740 700 670 625 580 4 985 950 920 885 850 815 800 760 725 5 1,475 1,440 1,400 1,375 1,335 1,305 1,270 1,240 1,150 1 595 590 565 530 505 455 380 305 260 2 790 775 745 705 665 625 585 515 445 ASPT 3 865 820 790 770 735 695 645 595 530 29814AA 4 1,015 980 955 925 880 840 795 770 720 5 1,505 1,465 1,430 1,410 1,385 1,350 1,315 1,285 1,220 1 1,025 985 945 910 875 830 795 735 690 2 1,150 1,105 1,065 1,025 995 950 915 870 825 ASPT 378144A 3 1,240 1,200 1,160 1,120 1,085 1,050 1,010 970 925 4 1,425 1,400 1,355 1,320 1,290 1,250 1,215 1,180 1,145 5 1,490 1,455 1,415 1,390 1,355 1,320 1,285 1,250 1,205 1 980 935 895 860 825 800 755 710 665 2 1,125 1,075 1,045 1,000 965 930 880 845 820 ASPT 37C14AA 3 1,235 1,190 1,155 1,120 1,085 1,045 1,005 965 920 4 1,485 1,450 1,425 1,390 1,355 1,315 1,275 1,230 1,190 5 1,565 1,535 1,510 1,480 1,240 1,390 1,365 1,320 1,280 1 955 895 855 840 780 735 675 615 560 2 1,100 1,050 1,005 965 925 870 815 770 705 ASPT •••• 47C14AA 3 1,205 1,160 1,120 1,075 1,035 990 940 • 885 • 830 •••• • 4 1,445 1,410 1,365 1,320 1,275 1,235 1,190 41•140 • 1,095 11116 5 1,525 1,480 1,435 1,400 1,360 1,320 1,275 •'l2.3p• • 1,180. • • • • 1 1,055 1,015 950 895 830 785 730 • al: • • 620 . 2 1,210 1,165 1,110 1,070 1,015 960 900 gQ • 7% • ASPT 3 1,335 1,290 1,250 1,205 1,145 1,100 1,050 •42§(1.• 914 • •' • • 47D14AA 4 1,625 1,580 1,530 1,495 1,455 1,405 1,350 •1.5• • 1,230• , • • 5 1,720 1,670 1,625 1,580 1,540 1,490 1,435 •i • • 1,325• •' 1 1,485 1,435 1,380 1,320 1,265 1,200 1,230 •7.G1,$•• 930 p 2 1,570 1,525 1,480 1,430 1,370 1,315 1,235 :1,15% : 1,035 • ASPT • I • • 49D14AA 3 1,680 1,600 1,570 1,555 1,475 1,430 1,360 •1,280• • •3,465 1,15• 4 1,800 1,765 1,715 1,670 1,625 1,590 1,510 •• 1,390• • a • 5 2,215 2,160 2,120 2,085 2,040 2,000 1,970 1,930 1,865. • • 1 1,370 1,330 1,295 1,255 1,215 1,180 1,140 1,100 1,060 2 1,535 1,500 1,465 1,430 1,405 1,370 1,335 1,300 1,210 ASPT 59C14AA 3 1,680 1,645 1,615 1,575 1,545 1,510 1,440 1,330 1,205 4 1,905 1,855 1,780 1,690 1,605 1,515 1,425 1,330 1,205 5 1,940 1,855 1,775 1,700 1,605 1,505 1,420 1,320 1,205 1 1,545 1,495 1,440 1,390 1,335 1,260 1,180 1,080 1,030 2 1,745 1,695 1,625 1,575 1,525 1,475 1,400 1,360 1,275 ASPT 61D14AA 3 1,905 1,855 1,815 1,770 1,725 1,670 1,635 1,575 1,500 4 2,155 2,105 2,090 2,045 2,000 1,970 1,935 1,890 1,830 5 2,340 2,310 2,265 2,220 2,185 2,165 2,120 2,080 2,030 Nar S • The chart is for information only. For satisfactory operation, external static pressure must not exceed value shown on rating plate. • Use the CFM adjustment factors of .98 for horizontal left, .95 for horizontal right & .96 for downflow orientations. • Assumes dry coil with filter in place. • All models are shipped from the factory with the speed tap set on T4. • Assumes dry coil; SCFM correction for wet coil = 4% • All ASPT models are shipped from the factory with the speed tap set on T4. • • • • • •••• • • •••• •• • • • 6 www goodmanmfg.com SS-GASPT HEAT KIT DATA ' Minimum Circuit Ampacity (Heater Amps + Motor Amps) X 1.25 2 Maximum Overcurrent Protection = 2.25 X Motor Amps + Heater Amps • Circuit 1: Single-phase for Air Handlers Circuit 2: Three-phase for HKR3 Heater Kits HEATING KW CORRECTION FACTOR • Revision level that may or may not be designated C = Circuit Breaker Option -- indicates Not Required SUPPLY VOLTAGE 240 230 220 CIRCUIT 1 208 CORRECTION FACTOR 1.00 CIRCUIT 2 0.84 SINGLE -POINT KIT 0.75 MODEL AMPS MCA' MOP' AMPS MCA' MOP' MCA' MOP' ASPT25B14AA 0/0 5.8/5.8 15/15 -- -- - - - HKS*03XC* 10.8/12.5 19/21 20/25 -- - -- - HKS*05XC* 17.3/20.0 27/31 30/35 - --- -- -- - HKS*06XC* 21.6/25.0 33/37 35/40 - -- - - -- HKS*08XC* 28.8/33.3 42/47 45/50 - - - - HKS*10XC* 34.6/40.0 49/56 50/60 - - - -- ASPT29B14AA 0/0 5.8/5.8 15/15 - - --- - - HKS*03XC* 10.8/12.5 19/21 20/25 - -- -- - - HKS*05XC* 17.3/20 27/31 30/35 - - - - - HKS*06XC* 21.7/25 33/37 35/40 - - - - - HKS*08XC* 28.9/33.3 42/47 45/50 - - - -- - HKS*10XC* 34.7/40 49/56 50/60 - - - - - HKS*15*#* 34.7/40 49/56 50/60 17/20 22/25 25/25 71/81 80/90 ASPT37B14AA 0/0 5.6/5.6 15/15 -- - --- - -- HKS*03XC* 10.8/12.5 19/21 20/25 -- - -- - -- HKS*05XC* 17.3/20 27/31 30/35 -- - -- - -- HKS*06XC* 21.7/25 33/37 35/40 -- - - - HKS*08XC* 28.9/33.3 42/47 45/50 -- - - - - HKS*10XC* 34.7/40 49/56 50/60 -- -- - - - HKS*15*#* 34.7/40 49/56 50/60 17.3/20 22/25 25/25 71/81 80/90 4F7C14AA1 • • -- - - •••• •- • r (10.8/12.5, - --- - • •• • •. -- .. - • HK5*03XC* 9/21, 0/25, - --• • • - •••••• • - • • • • • ' HIT*05XC* 17.3/20 27/31 30/35 HKS*06XC* 21.7/25 33/37 35/40 - - - •••• • • - • - i HKS*08XC* 28.9/33.3 42/47 45/50 - - -- •••• - • • - • HKS* 10XC* 34.7/40 49/56 50/60 - --- - • •••• •� • - • • • • • • HKS*15*#* 34.7/40 49/56 50/60 17.3/20 22/25 25/25• • : • • V1/81 • • : %Q/90 • HKSC19C*#* 34.7/40 49/56 50/60 34.7/40 43/50 45/50• • 6.92/106 • • 10a/110 • HKSC*15XF* 0/0 5.6/5.6 15/15 30/34.6 38/43 40/45: • • • • • - • - ASPT47C14AA 0/0 5.6/5.6 15/15 - • • • - •••••.,_ •••••- • • a 4 HKS*03XC* HKS*03XC* 10.8/12.5 19/21 20/25 - -- • • • • • - •••• - t HKS*05XC* 17.3/20 27/31 30/35 -- - -- -- • • • • :- HKS*06XC* 21.7/25 33/37 35/40 - - -- -- - HKS*08XC* 28.9/33.3 42/47 45/50 --- - - -- - HKS*10XC* 34.7/40 49/56 50/60 -- -- - -- - HKS*15*#* 34.7/40 49/56 50/60 17.3/20 22/25 25/25 71/81 80/90 HKSC19C*#* 34.7/40 49/56 50/60 34.7/40 43/50 45/50 92/106 100/110 HKSC*15XF* 0/0 5.6/5.6 15/15 30/34.6 38/43 40/45 - - ' Minimum Circuit Ampacity (Heater Amps + Motor Amps) X 1.25 2 Maximum Overcurrent Protection = 2.25 X Motor Amps + Heater Amps • Circuit 1: Single-phase for Air Handlers Circuit 2: Three-phase for HKR3 Heater Kits HEATING KW CORRECTION FACTOR • Revision level that may or may not be designated C = Circuit Breaker Option -- indicates Not Required SUPPLY VOLTAGE 240 230 220 210 208 CORRECTION FACTOR 1.00 0.92 0.84 0.77 0.75 Multiply the 240 -volt heating capacity by correction factors. • •• • • •••• • • •••• ••• • • SS-GASPT www.goodmanmfg.com 7 . HEAT KIT DATA (CONT.) MODEL 230 CIRCUIT 1 210 CIRCUIT 2 SINGLE -POINT KIT AMPS MCA' MOP' AMPS MCA' MOP' MCA' MOP' ASPTS9C14AA 0.0/.00 7.9/7.9 15/15 - - - - - HKS*03XC* 10.8/12.5 21/24 25/25 - -- - -- - HKS*05XC* 17.3/20 30/33 30/35 - - - - - HKS*06XC* 21.7/25 35/39 35/40 - - -- - -- HKS*08XC* 28.9/33.3 44/50 45/50 - - - - -- HKS*10XC* 34.7/40 51/58 60/60 - - - - -- HKS*15*#* 34.7/40 51/58 60/60 17.3/20 22/25 25/25 73/83 80/90 HKSC19C*#* 34.7/40 51/58 60/60 34.7/40 43/50 45/50 95/108 100/110 HKSC*15XF* 0.0/0.0 7.9/7.9 15/15 30/34.6 38/43 40/45 - - ASPT47D14AA 0/0 5.6/5.6 15/15 - - - - -- HKS*03XC* 10.8/12.5 19/21 20/25 - - - - - HKS*OSXC* 17.3/20 27/31 30/35 - - - - -- HKS*06XC* 21.7/25 33/37 35/40 - - - - - HKS*08XC* 28.9/33.3 42/47 45/50 - - - - - HKS*10XC* 34.7/40 49/56 50/60 - - - - - HKS*15*#* 34.7/40 49/56 50/60 17.3/20 22/25 25/25 71/81 80/90 HKSC20D#C* 34.7/40 49/56 50/60 34.7/40 43/50 45/50 92/106 100/110 H KSC*15XF* 0/0 5.6/5.6 15/15 30/34.6 38/43 40/45 -- - HKS*20XF* 0/0 5.6/5.6 15/15 37.5/43.3 47/54 50/60 - - ASPT49D14AA 0/0 8.6/8.6 15/15 - - - - - HKS*03XC* 10.8/12.5 22/24 25/25 - -- - - - HKS*05XC* 17.3/20 30.3/34 35/35 - - - - - HKS*06XC* 21.7/25 36/40 40/40 - - - - - HKS*08XC* 28.9/33.3 45/50.3 45/60 - - - - - HKS*10XC* 34.7/40 52/59 60/60 -- - - - - HKSC15*#* 34.7/40 52/59 60/60 17.3/20.0 22/25 25/25 74/84 80/90 HKSC20D#* 34.7/40 52/59 60/60 34.7/40.0 43/50 45/50 95/109 100/110 HKS*1SXF* 0/0 8.6/8.6 15/15 30/34.6 38/43 40/45 - - HKS*20XF* 0/0 8.6/8.6 15/15 37.5/43.3 47/54 50/60 - • • • • • i HKSC25DC* 52/60 74/84 80/90 35/40 43/50 45/50: • li7/134 • • 41/5/150 ASPT61D14AA 0/0 8.6/8.6 15/15 - - .4 - •••••• • . - ••••••- .. HKS*03XC* 10.8/12.5 22/24 25/25 - -• - • •4 ••• - • -- HKS*05XC* 17.3/20 30.3/34 35/35 -- - - • 4 • • - • • - • • •4 •••• HKS*06XC* 21.7/25 36/40 40/40 - - -- • i • • - • - I HKS*08XC* 28.9/33.3 45/50.3 45/60 - - --- • • II • • • - 4 . • 4 •• • HKS*10XC* 34.7/40 52/59 60/60 - -- - • • • • - 4 • • , HKSC15*#* 34.7/40 52/59 60/60 17.3/20.0 22/25 25/25: • •: • J4/84 • 80/90 HKSC20D#* 34.7/40 52/59 60/60 34.7/40.0 43/50 45/50• 95/109 •4 •.11.)1)/110 4 • • • 4 HKS*15XF* 0/0 8.6/8.6 15/15 30/34.6 38/43 40/45. • • • : -- • • • • i HKS*20XF* 0/0 8.6/8.6 15/15 375/43.3 47/54 50/60 - • • • • • HKSC25DC* 52/60 74/84 80/90 35/40 43/50 45/50 117/134 125/150 ' Minimum Orcuit Ampacty (Heater Amps + Motor Amps) X 1.25 2 Maximum Overcurrent Protection = 2.25 X Motor Amps + Heater Amps ^ Circuit 1: Single-phase for Air Handlers Circuit 2: Three-phase for HKR3 Heater Kits HEATING KW CORRECTION FACTOR * Revision level that may or may not be designated C = Circuit Breaker Option - indicates Not Required SUPPLY VOLTAGE 240 230 220 210 208 0.92 0.84 0.77 0.75 CORRECTION FACTOR 1.00 Multiply the 240-voh heating capacity by correction factors. • •• • •••• • • •• • • 8 www.goodmanmfg.com SS-GASPT A 3 Ol 3 O 3 0 R R R /1 .n TL n IO RD Rf � AIO y 11 ' • TLjj� N I l I .. • TL �" BF 1( O O H 11- L D ', R 1.I '' ��� R M1 [LIIO I'p� •�9j RD az y \' RD O O � O R I�o O LO O 1� .N H R °o O OK o hi 01 • O L, O SO U ONE (1) ELEMENT ROWS I. LI L2 TWO (2) ELEMENT ROWS O O IN ,� 11111;;1 HO� L 11 1 "r1111 LI U LI u THREE (3) ELEMENT ROWS • LI LZ L, 0 FOUR (4) ELEMENT ROWS NI NOTE: WHEN UNIT'S S&R INDICATES INSTALLING HEATER KIT, ENSURE SPEED TAP DOES NOT EXCEED MINIMUM BLOWER SPEED (MBS) SPECIFIED FOR THE AIRHANDLER/HEATER KIT COMBINATION ON THIS PLATE. AFTER INSTALLING OPTIONAL HEAT KIT, MARK A "X" IN THE BOX PROVIDED ABOVE.MARK ACCORDING TO NUMBER OF HEATER ELEMENT ROWS INSTALLED. NO MARK NO HEAT KIT INSTALLED. EE wTE2GRD Ka %T Ny 206240 VOLTS 1 \ � �O� r� MIA CTRI WIRINGG 0 FACTORY WIRING HI0N VOLTAGE — c+:!: 1 L'I:�:Ii1PrVIC:fIHh17N �� PLF lJ 0000000 LOW VOLTAGE — 0 Q FIELD WIRING CRTC' ♦ 5 Q©� 8 ©�O CR HIGH VOLTAGE RD PWI1 4 4 Q O®10 VOLTAGE _ _ 05IA Bit 1 I RD !LOW • SEE NOTE 4 / ALTERNATE HEAT RELAY COLOR CODE. 0. BIB O BK_ BLACK GR_GREEN RD_ RED PU_ PURPLE TR VL_YELLOW BR_BROWN Rnw:. we WHITE 0 Q BL_BLUE WH_ WHITE •_I�O� CODE "COMPONENT at HOLDER 1OPT OfML)=— V."'=All --_CR_ ���0 -��(•7HTR_ CONTROL RELAY EM_ EVAPORATOR MOTOR FL_ FUSE LINK O• AD c SEE NOTE1 2• HEATELEMENTS RD $IWH 0+ • L TRr • PLF_FEMALE PLUG CONNECTOR fro -17,i MUFF/ 71 11151.1PPLM_MALE PWG CONNECTOR tall: 1) RED WIRES TO TERMINAL .2- FOR 2) SEE COMPLETE PROPER LOW VOLTAGE 3) CONFIRM SPEED SPEED TAP NEEDS OF CR RELAY TO APPROPRIATE R _ RELAY TB _ TERMINAL BOARD TR_ TRANSFORMER TL_THERMAL LIMIT BE ON TRANSFORMER TERMINAL '3' FOR 240 VOLTS AND ON 208 VOLTS. WIRING DIAGRAMS IN NSTALLATION INSTRUCTIONS FOR WIRING CONNECTIONS. TAP SELECTION IS APPROPRIATE FOR APPLICATION. IF TO BE CHANGED, CONNECT PURPLE WIRE FROM TERMNAL 4 TAP AT TB Y E •. 3A r r I •• • E ' ' }• F. • •. s a.— IA I a.. l•E ER N.A. RU RDw80 RD"' (CPIRINLLI 0 BR vL fi • • •• mt.., COPPER POWER SUPPLY • • (USE RATING PLATE) • •• • • USE MW. 75° C FIELD WIRE IF REPLACEMENT OF THE ORIGNAL WIRES O 6 6-1 • wR Rhe' • • • • •• a F - • • C' • • • SUPPLIED WITH THIS ASSEMBLY IS NECESSARY, USE WIRE THAT CONFORMS TO THE NATIONAL • 0 0 4) BROWN AND WHITE WIRES ARE USED FOR HEAT KITS ONLY. 5) FUSE: 3A, 250V, 3A0 CARTRIDGE FUSE. 0140A00063 -B ELECTRIC CODE. AtrgRNATRELnY • _ _ _ _ F� • • • • • • •• • • • •• •• • Wiring is subject to change. Always refer to the wiring diagram on the unit for the most up -to -4W lyirigg • • • •• • ••• • • • •• • • • • •• • • • • • • • • I High Voltage: Disconnect all power before servicing or installing this unit. Multiple power WARNING sources may be present. Failure to do so may cause property damage, personal injury, or death. ." A • • • • • • • • • • • •• •• ••• • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • VIV I9WG 9NWIM J370NVH HIV FIVE -ELEMENT HEATER KIT WIRING DIAGRAM BK Hint FL pct nD- FiTfZ FL — — n FL HBIr FL RD w Rt BK Rn RD r rOL BK RD C8: 82 11,2 Lt L Lt D84 L2 O 0 0 0 COMPONENT CODE PC = 9 PIN CONNECTOR HTR = HEATER ELEMENT TL = THERMAL LMT RS = RELAY/SEQUENCER TB = TERMINAL BLOCK CB = CIRCUIT BREAKER CC = CONTACTOR FL = FUSE LINK EM = EVAPORATOR MOTOR EBTDR = ELEC. BLOWER TIME DELAY RC = RUN CAPACITOR TR = TRANSFORMER SR = STRAIN RELIEF WIRING CODE: HIGH VOLTAGE LOW VOLTAGE COLOR CODE BK = BLACK BL = BLUE BR = BROWN GR = GREEN OR = ORANGE PK = PINK PU = PURPLE RD = RED WH = WHITE YL = YELLOW NOTE: WHEN INSTALLING HEATER KIT, ENSURE SPEED TAP MUST EXCEED OR EQUAL THE MINIMUM BLOWER SPEED (MBS) SPECIFIED FOR THE AIRHANDLER / HEATER KIT COMBINATION ON THIS UNITS SERIAL PLATE. AFTER INSTALLING OPTIONAL HEAT KIT, MARK AN 'X' IN THE 0 PROVIDED BELOW. NO MARK INDICATES NO HEAT KIT INSTALLED. FIVE (5) ELEMENT ROWS 0 NOTE:- THIS OTE:THIS LABEL MUST BE ATTACHED ON THE AIRHANDLER IN A PROMINENT LOCATION .1r 0140M00274 -A Wiring is subject to change. Always refer to the wiring diagram on the unit for the most up-to-date wiring. A WARNING High Voltage: Disconnect all power before servicing or installing this unit. Multiple QcIN r• sources may be present. Failure to do so may cause property damage, personal injury, or death. •" • • • •• • •••• • • •••• • • •• •• • • •• • • • • • ••• • • • • • • ••• • • • •• • • • • • • • • • • • • • • •• • • • • • •. • • •••• • • • • • 10 www.goodmanmfg.com SS-GASPT THREE-PHASE HEATER KIT WIRING DIAGRAM NOTE: WHEN INSTALLING HEATER KIT, ENSURE SPEED TAP MUST EXCEED OR EQUAL THE MINIMUM BLOWER SPEED (MBS) SPECIFIED FOR THE AIRHANDLER/HEATER KIT COMBINATION ON THIS UNITS SERIAL PLATE. AFTER INSTALLING OPTIONAL HEAT KIT, MARK AN "X" IN THE 0 PROVIDED BELOW. NO MARK INDICATES NO HEAT KIT INSTALLED. FL ITN eK LTIB[ � I rek ITII11 BK BK j BI4.� BL CC O M BL BK BR BK BK CIRCUIT 2 3 PH. 208-240V YR RD RD PU BL PU RS O wR BR NH LI KNI L2 CIRCUIT 1 1 PH 208-240V 0 BR TR B R pgt GR PK IBL an GBPEEDU RC NOTE: - THIS LABEL MUST BE ATTACHED ON THE AIRHANDLER IN A PROMINENT LOCATION AR POWER SUPPLY LT (GROIN II 0——20YNUVOLTS — HKR POWER SUPPLY imam 22 Ll 1 1 Y .01L Ti-- • ep NC BL VOLT Rs HEATER CONTROL NIR--EEAT BLOWN, EA—EVNWIUTOR IgiOR EBIOR_BLEG BLOWER TRE OWN RELAY RS _REAVIIUIEICER RC —RVI CANOIOR TL _unman caw TR _TRAMlOR1ER TB —TERMINAL BLOCK CC- COMGCTOR PC _DPW CONECTOR SR—STARR PEIER R �2USE LNT CO —CIRCUIT BREAKER yvIRING coDE RION VINTAGE LOA VOLTAGE COLOR CODE BK BLACK BL BLUE BR GR GREEK OR ORANGE PK RM PO PURE RD RED WIT ERRE YL YELLOW ONONONTIA Wiring is subject to change. Always refer to the wiring diagram on the unit for the most up-to-date wiring. 0 WARNING High Voltage: Disconnect all power before servicing or installing this unit. MultipleevYej sources may be present. Failure to do so may cause property damage, personal injury, or death. • • • • •• • • • • •• • • • • • •••• • • • •••• • • • • • •• • • • • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • •• • •••• • • • • • • •• • • • • SS-GASPT www.goodmanmfg.com 11 t ACCESSORIES DOWNFLOW INSULATION KIT DFK-B ASPT24B14** DFK-C ASPT30C14** DFK-D ASPT42D14** B ASPT36C14** ASPT48D14** C ASPT42C14** ASPT60D14** D ASPT48C14** ASPT61D14** FILTERS CHASSIS PART a SIZE B ALFH16201E 16.0" x 20.0" C ALFH1912201E 19.5" x 20.0" D ALFH2O231E 23.0" x 20.0" • ••• • • • • •••• • • • •• • • • •• • • • •••• •• • • •••• • • • • • • •••• • • • •• •• • ••• • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • •••• • • • • • Goodman Manufacturing Company, L.P., reserves the right to discontinue, or change at any time, specifications or designs without notice or without incurring obligations. ® 2015 Goodman Manufacturing Company, LP. • Houston, Texas • Printed in the USA. 12 www.goodmanmfg.com SS-GASPT 11 111113P maim CERTIFIED* www.ahridirectory.0rg Certificate of Product Ratings AHRI Certified Reference Number: 8242077 Date: 8/24/2016 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: GSX160301F• Indoor Unit Model Number: ASPT37B14A* ` 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 region(s) for which they meet the regional efficiency requirement. Manufacturegresponslble for the rating of this system combination is GOODMAN MANUFACTURING CO., LP. Rated as follows in accordance with•AHR Standard 210/240-2008for Unitarryy. Air=Conditioning and Air -Source HeatlPump Equipment and subject to yerification of rating-accufacy by AHl=sponsored; independent,lthird part�j testing:./ 1 1 1 I I 1 Vi I 1 \ 1 s 11 11 1_1 1 ` } uz>/' Cooling Capacity (Btuh): 28000 yvywro WW1 ~ Ir(p +r�1 :7'Q)• ••••�I EER Rating (Cooling): 12.50 • Series ame: GSX16 • • •l' • • •••• SEER"Rating- (Cooling) : 15.00 JEER Rating (Cooling): • • • •••• • • • • • •• • • • ••• •• • ••• • • • • • • • • • • • • • • • • • •• • • •••• • • • •• • • Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. • .• • DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahrldlrectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, In whole or In part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The Information for the model dted on this certificate can be verified at www.ahrldlrectory.org, dick on 'Verify Certificate link and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which is listed above, and the Certificate No., which is listed at bottom right ©2014 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: AIR-CONDITIONING, HEATING, & REFRIGERATION INSTITUTE we make life better"' 131165423815802008 1 • • • • FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: David Romano's House Builder Name: Unknown Street: 525 NW 111th Street Permit Office: City, State, Zip: Miami Shores , FL , 33168 Permit Number: Owner: South Florida Equity Group Holdings, LLC Jurisdiction: Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 1003 Conditioned floor area below grade (ft2) 0 7. Windows(139.5 sqft.) Description Area a. U -Factor: Sgl, U=0.55 139.51 ft2 SHGC: SHGC=0.60 b. U -Factor: N/A ft2 SHGC: c. U -Factor: N/A ft2 SHGC: d. U -Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 1.500 ft. Area Weighted Average SHGC: 0.600 8. Floor Types (1002.0 sqftInsulation Area a. Crawlspace R=19.0 1002.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (1117.9 sqft.) Insulation Area a. Concrete Block -Int Insul, Exterior R=5.0 1117.90 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (1002.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1002.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Hall, AH: Hall 6 400 12. Cooling systems kBtu/hr Efficiency a. Central Unit 29.0 SEER:16.00 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 10.2 COP:1.00 14. Hot water systems a. Electric Cap: 50 gallons.) EF: 0.948 b. Conservation features None 15. Credits • • • • Pstat • . -- -- Total Proposed Modified Loads: 54.37 Glass/Floor Area: 0.139 Total Baseline Loads: 54.55 • • •p S. • • • 1 hereby certify that the plans and specifications covered by this calculation are in com•,•-= da Energy ••••• • • • . • - • • Review of the plans and • •••• • ; • Cit'•T,.... s7'4p�; .. • . specifications covered by this e I calculation indicates compliance ••••.;'y :x;,,'. �=,;' %,., with the Florida Energy Code. • • .. mi,, ' ''4:'s'' '' Before construction is completed : ' a +` �, -=� this building will be inspected for • ;'3 . . ` (w • : a compliance with Section 553.908'..' �Florida Statutes.hereb G,OD�� ice. BUILDING OFFICIAL' Code. PREPARED BY. DATE. Q r - 2_q -�- / 6 certifythat this building,as designed, is in compliance with the Floridaa Energy Code. OWNER/AGENT' DATE• DATE' - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. - Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 - Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.040 Qn for whole house. 8/24/2016 2:58 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: David Romano's House Bedrooms: 3 Building Type: User Conditioned Area: 1003 Owner: South Florida Equity Group H Total Stories: 1 # of Units: 1 Worst Case: No Builder Name: Unknown Rotate Angle: 0 Permit Office: Cross Ventilation: No Jurisdiction: Whole House Fan: No Family Type: Single -family New/Existing: Existing (Projected) Comment: Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: 525 NW 111th Street County: Miami-Dade City, State, Zip: Miami Shores , FL , 33168 CLIMATE IECC Design Temp Design Location TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 1003 8311.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 Living Room 277 2285.3 No 3 2 Kitchen 114 946.2 Yes 2 3 Hall 70 581 No 1 4 Bathroom 1 35 290.5 No 1 5 Laundry Room 19 157.7 No 1 6 Bedroom 1 186 1543.8 No 2 7 Bedroom 2 133 1103.9 No 2 8 Bedroom 3 134 1112.2 No 2 9 Bathroom 2 35 290.5 No 1 0 0 0 0 0 1 1 1 0 1 Yes Yes Yes 1 Yes Yes Yes 1 Yes Yes Yes 1 Yes Yes Yes 1 Yes Yes Yes 1 Yes • Yes. Yes • • •••• 1 19.411.4s • Yes Yes. • • • • • 1 • • •:t s • • f s •'fes• • • • • • 1 . • „yes • Ygs :Y2s' •: FLOORS• •••• • • # Floor Type Space Perimeter Perimeter R-Value Area Joist RRvalue Tile'. Wood Carpet'; • 1 Crawlspace Living Room 28.24 ft 5 277 ft2 114 ft2 69 ft2 35 ft2 19 ft2 186 ft2 133 ft2 • • 19 • ; Q • 0 1 • • • • • 19.. • ; 0• • • • 0 • :N...: • • • 19 0. 0 1 19 0 0 1 19 0 0 1 19 0 0 1 19 0 0 1 2 Crawlspace Kitchen 21.53 ft 5 3 Crawlspace Hall 1 ft 0 4 Crawlspace Bathroom 1 9.8 ft 5 5 Crawlspace Laundry Room 4 ft 5 6 Crawlspace Bedroom 1 28.1 ft 5 7 Crawlspace Bedroom 2 14.33 ft 5 8/24/2016 2:58 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FOM R4b5-2014 8/24/2016 2:58 PM EnergyGauge® USA - F1aRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FLOORS V# Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 8 Crawlspace Bedroom 3 22.16 ft 5 9 Crawlspace Bathroom 2 5.1 ft 5 134 ft2 35 ft2 19 0 0 19 0 0 1 1 ROOF V # Roof Type Materials Area Gable Area Roof Solar Color Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch (deg) 1 Gable or shed Flat tile/slate 1120 ft2 176 ft2 Light 0.75 Yes 0.9 Yes 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1063 ft2 N N CEILING V# Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 2 3 4 5 6 7 8 9 Under Attic (Vented) Living Room Under Attic (Vented) Kitchen Under Attic (Vented) Hall Under Attic (Vented) Bathroom 1 Under Attic (Vented) Laundry Room Under Attic (Vented) Bedroom 1 Under Attic (Vented) Bedroom 2 Under Attic (Vented) Bedroom 3 Under Attic (Vented) Bathroom 2 30 30 30 30 30 30 30 30 30 Batt Batt Batt Batt Batt Batt Batt Batt Batt 277 ft2 114 ft2 69 ft2 35 ft2 19 ft2 186 ft2 133 ft2 134 ft2 35 ft2 0.11 Wood 0.11 Wood 0.11 Wood 0.11 Wood 0.11 Wood 0.11 Wood 0.11 Wood 0.11 Wood 0.11 Wood WALLS # Ornt Adjacent Cavity Tn wall Type Space R -Value Width Ft 5 8 5 19 5 9 5 12 5 5 5 10 5 11 5 14 5 14 5 13 5 4 5 7 5 4 Height In F . 10 8 3 6 8 3 6 8 3 2 8 3 1 8 3 4 8 3 10 8 3 4 8 3 5 8 3 9 8 3 5 8 3 4 8 3 8 3 • .- 72.9 ft2 160.9 ft2 78.4 ft2 100.4 ft2 41.9 ft2 85.3 ft2 97.6 ft2 118.3 ft2 118.9 ft2 113.4 ft2 36.4 ft2 60.5 ft2 33.0 ft2 Sheathing Framing Solar . - . . • • Ct' • • • • 17.75 • • • • • 0. • • 0.75 . . . • 0 "" 0.75 • •••• 4 0.75 •••••• a....b.75 • • Q • ; • V.75 •7 • • 0 0.75 •• : • : Q • 0.75 ; • • • S 0.75 • • • G":•.0.75 •x.75 0 • 0.75 0 0.75 0 0.75 Below - •••43.• Q. • ••• U' • • : • •.00: ....0. • • • • •0• • . • • • •C; • • 0 • ' 0 ' 0 0 0 1 S W W N N N E E E S S W W Exterior Concrete Block - Int Insdliving Room Exterior Concrete Block - Int Instiliving Room Exterior Concrete Block - Int Insul Kitchen Exterior Concrete Block - Int Insul Kitchen Exterior Concrete Block - Int InsMathroom 2 Exterior Concrete Block - Int InsuBedroom 3 Exterior Concrete Block - Int InsuBedroom 3 Exterior Concrete Block - Int InsuBedroom 2 Exterior Concrete Block - Int InsuBedroom 1 Exterior Concrete Block - Int InsuBedroom 1 Exterior Concrete Block - Int InsuBathroom 1 Exterior Concrete Block - Int InstEathroom 1 Exterior Concrete Block - Int Instklaundry Roo _ 2 3 4 _ 5 _ 6 8 9 _ 10 11 12 13 _ 8/24/2016 2:58 PM EnergyGauge® USA - F1aRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FOPIM R4b5-2014 8/24/2016 2:58 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 DOORS ✓ # Omt Door Type Space Storms U -Value Ft Width In Height FIn Area 1 S 2 N Insulated Living Room Metal .46 3 Insulated Kitchen Metal .46 2 6 6 8 6 8 20 ft2 16.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / V Wall # Ornt ID Frame Panes NFRC Overhang U -Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal 2 W 2 Metal 3 N 4 Metal 4 N 5 Metal 5 N 6 Metal 6 E 7 Metal 7 E 8 Metal 8 S 10 Metal 9 S 11 Metal 10 E 9 Metal Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes 0.55 0.6 12.0 ft2 ft 6 in 0.55 0.6 24.5 ft2 1 ft 6 in 0.55 0.6 12.0 ft2 1 ft 6 in 0.55 0.6 5.0 ft2 1 ft 6 in 0.55 0.6 12.0 ft2 1 ft 6 in 0.55 0.6 12.0 ft2 1 ft 6 in 0.55 0.6 26.2 ft2 1 ft 6 in 0.55 0.6 18.8 ft2 1 ft 6 in 0.55 0.6 5.0 ft2 1 ft 6 in 0.55 0.6 12.0 ft2 1 ft 6 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 1 ft 4 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 1 ft 4 in 2 ft 0 in Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds None None None None None None None None None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000263 692.6 38.02 71.51 .1816 5 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 10.23 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 29 kBtu/hr 870,Cfm • 0.75 • • • •1. • •_-• • vat. • • HOT WATER SYSTEM • V # System Type SubType Location EF Cap Use SetPnt • ... Cpnservition • it 1 Electric None Exterior • 0.948 50 gal 60 gal 120 deg • • • • • ••1••1 • None • .. • • SOLAR HOT WATER SYSTEM • • • • • • • - -• V FSEC Cert # Company Name System Model # Collector Model # 2 Collector •me•••• Area • • • Storage • V • FEE • .....•_ None None •. • ft2 •••• • • • • • 8/24/2016 2:58 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-. DUCTS / — Supply — — Return — Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 400 ft2 Hall 100 ft2 Proposed Qn Hall — cfm 40.1 cfm 0.04 0.00 1 1 TEMPERATURES Programable Cooling Heating Venting Thermostat: X Jan X Jan X Jan Y X Feb X Feb X Feb X Mar X Mar X Mar Ceiling X Apr X Apr X Apr Fans: X May X May X May X Jun X Jun X Jun X Jul X Jul X Jul X Aug X Aug X Aug 'X Sep ri Oct X Sep Oct X Sep Oct X Nov X Nov X Nov X Dec X Dec X Dec Thermostat Schedule: FloridaCode 2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Cooling (WEH) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Heating (WD) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 Heating (WEH) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 • • •• • • • ••.• • . • • •• • • •• • • • • • •••• • • •••• • • • • •••• • • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • •••• • • • • • • 8/24/2016 2:58 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows** Description a. U -Factor: Sgl, U=0.55 SHGC: SHGC=0.60 b. U -Factor: N/A SHGC: c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Crawlspace b. N/A c. N/A 525 NW 111th Street, Miami Shores, FL, 33168 Existing (Projecte Single-family 1 3 No 1003 Insulation R=19.0 R= R= Area 139.51 ft2 ft2 ft2 ft2 1.500 ft. 0.600 Area 1002.00 ft' ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Hall, AH: Hall 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Insulation R=5.0 R= R= R= Insulation R=30.0 R= R= • • • .• .••• • .... .•. • ••• Area 1117.90 ft' ft' ft2 ft2 Area 1002.00 ft2 ft2 ft2 R ft2 6 400 kBtu/hr Efficiency 29.0 SEER:16.00 kBtu/hr Efficiency 10.2 COP:1.00 Cap: 50 gallons EF: 0.95 Pstat . • . . .•• *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify fatAnergSt efficient • mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the Energyt au/e Hotle' of 0321) • 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Rattfs. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 8/24/2016 2:58 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 • . Residential System Sizing Calculation Summary Project Title: David Romano's House South Florida Equity Group Holdings, LLC 525 NW 111th Street Miami Shores, FL 33168 8/24/2016 Location for weather data: Miami IAP, FL - Defaults: Latitude(26) Altitude(30 ft.) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(57qr.) Winter design temperature(MJ8 99%) 52 Winter setpoint 70 Winter temperature difference 18 F F F Summer design temperature(MJ8 99%) 91 Summer setpoint 75 Summer temperature difference 16 F F F Total heating load calculation 9080 Btuh Total cooling load calculation 27730 Btuh Submitted heating capacity % of calc Total (Electric Strip Heat) 112.7 Btuh 10230 Submitted cooling capacity % of calc Sensible (SHR = 0.75) 100.7 Latent 118.1 Total 104.6 Btuh 21750 7250 29000 WINTER CALCULATIONS Winter Heating Load (for 1003 soft Load component Load Load Window total 140 Window total 140 sqft 1381 Btuh Wall total 942 sqft 2230 Btuh Door total 37 sqft 304 Btuh Ceiling total 1002 sqft 574 Btuh Floor total See detail report 513 Btuh Infiltration 40 cfm 796 Btuh Duct loss Btuh Sens. Ventilation 0 3282 Btuh Subtotal Blower Load 9080 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 544 Btuh 9080 Btuh Summer Cooling Load (for 1003 soft Walls(24.6%) Flaors(3.7%) Doors(33%) hfi.(8.8%) SUMMER CALCULATIONS Load component Load Window total 140 sqft 5640 Btuh Wall total 942 sqft 1982 Btuh Door total 37 sqft 375 Btuh Ceiling total 1002 sqft 957 Btuh Floor total 460 Btuh Infiltration 30 cfm 531 Btuh Internal gain 9150 Btuh Duct gain 2496 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 21591 Btuh Latent gain(ducts) 544 Btuh Latent gain(infiltration) 1169 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 4425 Btuh Total latent gain 6139 Btuh TOTAL HEAT GAIN 27730 Btuh 8th Edition Ceiing06 3%) wndows(152%) Ducts(36.1%) • •••• • • •••• EnergyGauge® System Sizing PREPARED BY: DATE: EnergyGauge® / USRCZB v5.1 System Sizing Calculations - Summer Residential Load - Room by Room Component Details South Florida Equity Group Holdings, LLC Project Title: 525 NW 111th Street David Romano's House Miami Shores, FL 33168 Reference City: Miami IAP, FL 8/24/2016 Temperature Difference: 16.0F(MJ8 99%) Humidity difference: 57gr. Component Loads for Room #1: Living Room Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded • Load 1 2 1 NFRC 0.60, 0.55 B -L 1 NFRC 0.60, 0.55 B -L Window Total No S No W 1.5ft 2.0ft 1.5ft 2.0ft 12.0 12.0 0.0 24.5 0.0 24.5 37 (sqft) 15 18 15 49 Duct load 182 Btuh 1194 Btuh 1376 Btuh Walls 1 2 Type Concrete BIk,Hollow - Ext Concrete BIk,Hollow - Ext Wall Total U -Value R -Value Area(sqft) HTM Cav/Sheath 0.13 5.0/0.0 40.9 2.1 0.13 5.0/0.0 136.4 2.1 177 (sqft) 527 Btuh Load 86 Btuh 287 Btuh 373 Btuh Doors 1 Type Insulated - Exterior Door Total Area (sqft) HTM 20.0 10.2 20 (sqft) Load 205 Btuh 205 Btuh Ceilings 1 Type/Color/Surface Vented Attic/Light/Tile Ceiling Total Type Stem/Crawlsp(Carpet)(v) Floor Total U -Value R -Value Area(sqft) HTM 0.032 30.0/0.0 277.0 0.96 277 (sqft) • .' R -Value Size HTM'- 19.0 277 (sqft) 0.4 • J 277.0 (sqft) I • • Load •t• liiuh AVIStuh Lead". 124 Btuh 124• Btuh Floors 1 Zone Envelope Subtotaf:• • •� 23.4.2 utuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CF&4= • •i• Natural 0.22 2285 0.19 5:?.:.: IS Omt - • Coed• : Manual J Summer Calculations Residential Load - Component Details (continued) South Florida Equity Group Holdings, LLC Project Title: Climate:FL_MIAMI_INTL AP 525 NW 111th Street David Romano's House Miami Shores, FL 33168 8/24/2016 Doors 2 Type Area (sqft) HTM Insulated - Exterior 16.7 10.2 Door Total 17 (sqft) Load 170 Btuh 171 Btuh Ceilings 2 Type/Color/Surface U -Value R -Value Area(sqft) HTM Vented Attic/Light/Tile 0.032 30.0/0.0 114.0 0.96 Ceiling Total 114 (sqft) Load 109 Btuh 109 Btuh Floors 2 Type R -Value Size HTM Stem/Crawlsp(Carpet)(v) 19.0 114 (sqft) 0.4 Floor Total 114.0 (sqft) Load 51 Btuh 51 Btuh Zone Envelope Subtotal: 828 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.22 946 0.16 4.8 85 Btuh Internal gain Occupants Btuh/occupant Appliance Load 2 X 230 + 1200 1660 Btuh Occupants Btuh/occupant Appliance 1 X 230 + 600 Sensible Envelope Load: 257Mtuh Duct load Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DGM of 0.1'61 • • : y�36 •• Ptuh • .... 2909 Btuh . Duct load ...... Sensible Zone Load.:.. .... OM Component Loads for Room #3: Hall . . • . . . . . Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM • LOad.;. 3 Vented Attic/Light/Tile 0.032 30.0/0.0 69.0 0.$ . Ceiling Total 69 (sqft) • • •. • 66 Btuh • • 66nsjh Floors 3 Type R -Value Size HTM Stem/Crawlsp(Carpet)(v) 19.0 69 (sqft) 0.6 Floor Total 69.0 (sqft) LoaB • 43 Btuh 43 Btuh Zone Envelope Subtotal: 109 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.22 581 0.00 0.0 Load 0 Btuh Internal gain Occupants Btuh/occupant Appliance 1 X 230 + 600 Load 830 Btuh Sensible Envelope Load: 939 Btuh Duct load Extremely sealed, Supply(R6.0-Attic), Return(R6.0-Cond.) (DGM of 0.131) 123 Btuh Sensible Zone Load 1061 Btuh EnergyGauge® / USRCZB v5.1 • .• • • • • • • • Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) South Florida Equity Group Holdings, LLC Project Title: Climate:FL_MIAMI_INTL AP 525 NW 111th Street David Romano's House Miami Shores, FL 33168 8/24/2016 Component Loads for Room #4: Bathroom 1 Window Type* Panes SHGC U InSh IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Type/Color/Surface Load 9 1 NFRC 0.60, 0.55 B -L No S Window Total 1.5ft 1.3ft 5.0 5.0 0.0 5 (sqft) 15 18 30.0/0.0 19.0 0.96 19 (sqft) 76 Btuh 76 Btuh Walls 11 12 Type U -Value R -Value Area(sqft) HTM Cav/Sheath Concrete BIk,Hollow - Ext 0.13 5.0/0.0 31.4 2.1 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 60.5 2.1 Wall Total 92 (sqft) Load 66 Btuh 127 Btuh 194 Btuh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM Load 4 Vented Attic/Light/Tile 0.032 30.0/0.0 35.0 0.96 Ceiling Total 35 (sqft) 33 Btuh 33 Btuh Floors 4 Type R -Value Size HTM Stem/Crawlsp(Carpet)(v) 19.0 35 (sqft) 0.4 Floor Total 35.0 (sqft) Load 16 Btuh 16 Btuh Zone Envelope Subtotal: ./. N48•B{uh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFMF.•+• Natural 0.22 291 0.10 2.6••%1. LOaa••• 52• Btuh Internal gain Occupants Btuh/occupant Appliance • 1 X 230 + 300' • • LIM.;• 530 Btuh Sensible Envelope Lowj:• . • I 914•17.3iph Duct Toad Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DGM of 0.131)• : : • j18 ptuh • 1010Atuh • • • ••• • • Sensible Zone Loki. • Component Loads for Room #5: Laundry Room Walls 13 Type Concrete BIk,Hollow - Ext Wall Total U -Value R -Value Area(sqft) HTM Cav/Sheath 0.13 5.0/0.0 33.0 2.1 33 (sqft) Load 69 Btuh 69 Btuh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM Load 5 Vented Attic/Light/Tile Ceiling Total 0.032 30.0/0.0 19.0 0.96 19 (sqft) 18 Btuh 18 Btuh Floors 5 Type Stem/Crawlsp(Carpet)(v) Floor Total R -Value Size HTM 19.0 19 (sqft) 0.4 19.0 (sqft) Load 8 Btuh 8 Btuh Zone Envelope Subtotal: 96 Btuh EnergyGauge® / USRCZB v5.1 • Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) South Florida Equity Group Holdings, LLC 525 NW 111th Street Miami Shores, FL 33168 Project Title: Climate:FL_MIAMI_INTL AP David Romano's House 8/24/2016 Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.22 158 0.04 1.1 Load 19 Btuh Internal gain Occupants Btuh/occupant Appliance 1 X 230 + 600 Load 830 Btuh Load Sensible Envelope Load: 945 Btuh Duct load Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DGM of 0.131) 123 Btuh 18 49 • • • • • Sensible Zone Load 1068 Btuh 1 Component Loads for Room #6: Bedroom 1 Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 8 10 1 NFRC 0.60, 0.55 B -L No S 1 NFRC 0.60, 0.55 B -L No E Window Total 1.5ft 2.0ft 1.5ft 2.0ft 18.8 18.8 0.0 12.0 0.0 12.0 31 (sqft) 15 15 18 49 • • • • • • 266• €tuh •S86. euh S69,Btuh Walls 9 10 Type U -Value R -Value Area(sqft) Cav/Sheath Concrete BIk,Hollow - Ext 0.13 5.0/0.0 106.9 Concrete BIk,Holiow - Ext 0.13 5.0/0.0 94.7 Wall Total 202 (sqft) Type/Color/Surface U -Value R -Value Area(sqft) HTM• • • . 2.1•••• e1 HTM •• • • • • Loed• • • • •225 Btuh :1' 9' i34uh 424,Btuh L'oa 1 Ceilings 6 Vented Attic/Light/Tile 0.032 30.0/0.0 186.0 Ceiling Total 186 (sqft) 0.9(11•••• • •• 178• Btuh •178 Btuh Floors 6 Type R -Value Size HIM • • • Stem/Crawlsp(Carpet)(v) 19.0 186 (sqft) 0.0 • • Floor Total 186.0 (sqft) Load • •8''3 Juh '8'3 Btuh Zone Envelope Subtotal: 1555 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio Natural 0.22 1544 0.21 CFM= 6.5 Load 114 Btuh Internal gain Occupants Btuh/occupant 2 X 230 + Appliance 600 Load 1060 Btuh Sensible Envelope Load: 2728 Btuh Duct load Extremely sealed, Supply(R6.0-Attic), Return(R6.0-Cond.) (DGM of 0.131) 357 Btuh Sensible Zone Load 3085 Btuh EnergyGauge®/ USRCZB v5.1 • •• • • • • •• • • Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) South Florida Equity Group Holdings, LLC Project Title: Climate:FL_MIAMI_INTL_AP 525 NW 111th Street David Romano's House Miami Shores, FL 33168 8/24/2016 Component Loads for Room #7: Bedroom 2 Window Type* Panes SHGC U InSh IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 182 Btuh 585 Btuh 767 Btuh Load 7 1 NFRC 0.60, 0.55 B -L No E Window Total 1.5ft 2.0ft 26.2 0.0 26.2 26 (sqft) 15 49 Type/Color/Surface U -Value R -Value Area(sqft) HTM 1277 Btuh 1277 Btuh Walls 8 Type U -Value R -Value Area(sqft) HTM Cav/Sheath Concrete BIk,Hollow - Ext 0.13 5.0/0.0 92.0 2.1 Wall Total 92 (sqft) 128 Btuh 128 Btuh Load 194 Btuh 194 Btuh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM Load 7 Vented Attic/Light/Tile 0.032 30.0/0.0 133.0 0.96 Ceiling Total 133 (sqft) 127 Btuh 127 Btuh Floors 7 Type R -Value Size HTM Stem/Crawlsp(Carpet)(v) 19.0 133 (sqft) 0.4 Floor Total 133.0 (sqft) Load 59 Btuh 59 Btuh Zone Envelope Subtotal: • 4.• Type Wholehouse ACH Volume(cuft) Wall Ratio CFR/Mi-i!• Natural 0.22 1104 0.10 3.0.•••. : 165Z.13tuh •• •••• Lpad„ 652.13tuh Infiltration Internal gain Occupants Btuh/occupant Appliasse?•. 2 X 230 + 600,•• • Load. 1060 8tuh •• Sensible Envelope Load:" • • 2.769 Btuh • Duct load .-• Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DGM of 0.111)•• • • • 362 Egtuh • • Sensible Zone Lojd . • • 3 344tuh• Component Loads for Room #8: Bedroom 3 Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt 1.5ft 2.Oft 1.5ft 2.0ft Window Area(sqft) Gross Shaded Unshaded 12.0 0.0 12.0 12.0 0.0 12.0 24 (sqft) HTM Shaded Unshaded 15 15 15 49 Load 182 Btuh 585 Btuh 767 Btuh 5 6 1 NFRC 0.60, 0.55 B -L No N 1 NFRC 0.60, 0.55 B -L No E Window Total Walls 6 7 Type U -Value R -Value Area(sqft) HTM Cav/Sheath Concrete BIk,Hollow - Ext 0.13 5.0/0.0 73.3 2.1 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 85.6 2.1 Wall Total 159 (sqft) Load 154 Btuh 180 Btuh 334 Btuh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM Load 8 Vented Attic./Light/Tile 0.032 30.0/0.0 134.0 0.96 Ceiling Total 134 (sqft) 128 Btuh 128 Btuh Floors 8 Type R -Value Size HTM Stem/Crawlsp(Carpet)(v) 19.0 134 (sqft) 0.4 Floor Total 134.0 (sqft) Load 60 Btuh 60 Btuh EnergyGauge®/ USRCZB v5.1 • • • • • Page 5 • Manual J Summer Calculations Residential Load - Component Details (continued) South Florida Equity Group Holdings, LLC Project Title: Climate:FL_MIAMI_INTL AP 525 NW 111th Street David Romano's House Miami Shores, FL 33168 8/24/2016 Zone Envelope Subtotal: 1289 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.22 1112 0.17 5.1 Load 90 Btuh Internal gain Occupants Btuh/occupant Appliance 2 X 230 + 600 Load 1060 Btuh Sensible Envelope Load: 2439 Btuh Duct load Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DGM of 0.131) 319 Btuh 1.3ft Sensible Zone Load 2757 Btuh [Component Loads for Room #9: Bathroom 2 Window Type* Panes SHGC U InSh IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM • Shaded Unsh wed•• Load• • • • �•••• • 76 ttuh WBtuh 4 1 NFRC 0.60, 0.55 B -L Window Total No N 1.5ft 1.3ft 5.0 0.0 5.0 5 (sqft) 15 1T • Walls Type U -Value R -Value Area(sqft) Hfr�l•••• Load.. Cav/Sheath • • • • • 5 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 36.9 2.1• • 78 Btuh Wall Total 37 (sqft) ••• •• •78:It�uh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) H'i'r II ••• Load 9 Vented Attic/Light/Tile 0.032 30.0/0.0 35.0 0.:6 • : • 33 ptuh Ceiling Total 35 (sqft) • • Btuh Floors Type R -Value Size H11 I. • ; Logi.. 9 Stem/Crawlsp(Carpet)(v) 19.0 35 (sqft) 0.4 •.16• Iluh Floor Total 35.0 (sqft) 16 Btuh Zone Envelope Subtotal: 203 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.22 291 0.04 1.2 Load 21 Btuh Internal gain Occupants Btuh/occupant Appliance 1 X 230 + 300 Load 530 Btuh Sensible Envelope Load: 754 Btuh Duct load Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DGM of 0.131) 99 Btuh Sensible Zone Load 852 Btuh EnergyGauge® / USRCZB v5.1 • •• • • • • • • • • • Page 6 Manual J Summer Calculations Residential Load - Component Details (continued) South Florida Equity Group Holdings, LLC Project Title: Climate:FL_MIAMI_INTL AP 525 NW 111th Street David Romano's House Miami Shores, FL 33168 8/24/2016 The following window Excursion will be assigned to the system loads. Windows Duct load July excursion for System 1 Excursion Subtotal: 1017 Btuh 1017 Btuh 133 Btuh Sensible Excursion Load 1150 Btuh ••.. • • • •• •••• • • •• .. .. • • • •.•• • • •.•• • • ..•• • • • • • •• •• • • • • • • • • •• • • ••• • • • •• • • • • • •••• • • • •• • • • • • .• • EnergyGauge® / USRCZB v5.1 Page 7 Manual J Summer Calculations Residential Load - Component Details (continued) South Florida Equity Group Holdings, LLC Project Title: Climate:FL_MIAMI_INTL AP 525 NW 111th Street David Romano's House Miami Shores, FL 33168 8/24/2016 [WHOLE HOUSE TOTALS Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 57 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (15.0 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 19095 Btuh 2496 Btuh 21591 Btuh 0 Btuh 0 Btuh 21591 Btuh 1169 Btuh 0 Btuh 544 Btuh 3000 Btuh 1425 Btuh 6139 Btuh 27730 Btuh ••• • • EQUIPMENT • • • • • .• • • •• • • • • 1. Central Unit Goodman #GSX160301 • • • • • 29009 Btur • *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half dosed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(Y2)) (Omt - compass orientation) •• • • •••• • • • ••• • • •• • • • •• •• • Version 8 • • • • • • EnergyGauge®/ USRCZB v5.1 Page 8 System Sizing Calculations - Winter Residential Load - Room by Room Component Details South Florida Equity Group Holdings, LLC Project Title: 525 NW 111th Street David Romano's House Miami Shores, FL 33168 Building Type: User 8/24/2016 Reference City: Miami IAP, FL (Defaults) Winter Temperature Difference: 18.0 F (MJ8 99%) Component Loads for Room #1: Living Room Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 3 Load 1 2 1, NFRC 0.60(Strnlyletal 0.55 S 12.0 9.9 1, NFRC 0.60(Strni1letal 0.55 W 24.5 9.9 Window Total 36.5(sqft) Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.132) 5.0/0.0 78 2.37 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 72 2.37 Wall Total 150(sqft) Load 186 Btuh 170 Btuh 355 Btuh 119 Btuh 243 Btuh 361 Btuh Walls 1 2 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.132) 5.0/0.0 41 2.37 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 136 2.37 Wall Total 177(sqft) Load 97 Btuh 323 Btuh 420 Btuh Doors 1 Type Storm Ueff. Area X HTM= Insulated - Exterior, m (0.460) 20 8.3 Door Total 20(sqft) Load 166 Btuh 166Btuh Ceilings 1 Type/Color/Surface Ueff. R -Value Area X HTM= Vented Attic/L/Tile (0.032) 30.0/0.0 277 0.6 Ceiling Total 277(sqft) Load 159 Btuh 159Btuh Floors 1 Type Ueff. R -Value Size X HTM= Stem/Crawlsp(Carpet)(v) (0.049) 19.0/5.0 277.0 sqft 0.5 Floor Total 277 sqft Load 138 Btuh 138 Btuh Room Envelope Subtotal: • 1244 Btutt• •.•• Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.29 2285 0.19 7.6 • • • • •• • 150I3ttifi• • Duct load Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DLM of 0.566) • • • • • • 789 Null, • • • .- Room #1 Sensible Room Subtotal : - .- • • ;182 Qtuh •... . • .• .. • • ••.. • • • • . • • • Component Loads for Room #2: Kitchen Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 3 1, NFRC 0.60(Strni fetal 0.55 N 12.0 9.9 Window Total 12.0(sqft) 119 Btuh 119 Btuh Walls 3 4 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.132) 5.0/0.0 78 2.37 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 72 2.37 Wall Total 150(sqft) Load 186 Btuh 170 Btuh 355 Btuh Doors 2 Type Storm Ueff. Area X HTM= Insulated - Exterior, m (0.460) 17 8.3 Door Total EneravGauae® / USRCZB v9.7(Sgft) Load 138 Btuh 138Btuh • •. • •. • • • Page 1 Manual J Winter Calculations Residential Load South Florida Equity Group Holdings, LLC 525 NW 111th Street Miami Shores, FL 33168 - Component Details (continued) Project Title: David Romano's House Building Type: User 8/24/2016 Ceilings 2 Type/Color/Surface Ueff. R -Value Area X HTM= Vented Attic/L/Tile (0.032) 30.0/0.0 114 0.6 Ceiling Total 114(sqft) Load 65 Btuh 65Btuh Floors 2 Type Ueff. R -Value Size X HTM= Stem/Crawlsp(Carpet)(v) (0.049) 19.0/5.0 114.0 sqft 0.5 Floor Total 114 sqft Load 57 Btuh 57 Btuh Room Envelope Subtotal: 734 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.29 946 0.16 6.4 127 Btuh Duct load Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DLM of 0.566) 487 Btuh Room #2 Sensible Room Subtotal 1349 Btuh Component Loads for Room #3: Hall Ceilings 3 Type/Color/Surface Ueff. R -Value Area X HTM= Vented Attic/L/Tile (0.032) 30.0/0.0 69 0.6 Ceiling Total 69(sqft) Load■ • • • . • 40 Bitot• • • . • • 40fltuft' Floors 3 Type Ueff. R -Value Size X HTM= Stem/Crawlsp(Carpet)(v) (0.049) 19.0/0.0 69.0 sqft 0.7 Floor Total 69 sqft • Load•"' 48 Btufi .••••• 48 $tirM l Room Envelope Subtotal:• •.•• • • • •• • 871311.11;4 Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.29 581 0.00 0.0 • • •• • • 0 sty,' : • • Duct load Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DLM of 0.566) 49 Btuh Room #3 Sensible Room Subtotal 137 Btuh • • • • • •• • • • EnergyGauge® / USRCZB v5.1 Page 2 Manual J Winter Calculations Residential Load South Florida Equity Group Holdings, LLC 525 NW 111th Street Miami Shores, FL 33168 - Component Details (continued) Project Title: David Romano's House Building Type: User 8/24/2016 Component Loads for Room #4: Bathroom 1 Window Panes/Type Frame U Orientation Area(sqft) X HTM= : • Loa 3 • • •' •..• ••• ... 78 Elkoi' 78 Btuh Load 9 1, NFRC 0.60(Strn11etal 0.55 S 5.0 9.9 Window Total 5.0(sgft) Floors 5 50 Btuh 50 Btuh Walls 11 12 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.132) 5.0/0.0 31 2.37 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 61 2.37 Wall Total 92(sqft) Room Envelope Subtotal: Load 74 Btuh 143 Btuh 218 Btuh Ceilings 4 Type/Color/Surface Ueff. R -Value Area X HTM= Vented Attic/UTile (0.032) 30.0/0.0 35 0.6 Ceiling Total 35(sqft) Load 20 Btuh 20Btuh Floors 4 Type Ueff. R -Value Size X HTM= Stem/Crawlsp(Carpet)(v) (0.049) 19.0/5.0 35.0 sqft 0.5 Floor Total 35 sqft Load 17 Btuh 17 Btuh Room Envelope Subtotal: 305 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.29 291 0.10 3.9 78 Btuh Duct load Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DLM of 0.566) • • •• •• 217 BtiuA1' • •f Room #4 Sensible Room Subtotal • •••• • •••• 599 Btufi •• • ••• ••• • Component Loads for Room #5: Laundry Room ••-•• •. • • Walls 13 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.132) 5.0/0.0 33 2.37 Wall Total 33(sqft) : • Loa 3 • • •' •..• ••• ... 78 Elkoi' 78 Btuh Ceilings 5 Type/Color/Surface Ueff. R -Value Area X HTM= Vented Attic/UTile (0.032) 30.0/0.0 19 0.6 Ceiling Total 19(sqft) Load 11 Btuh 11 Btuh Floors 5 Type Ueff. R -Value Size X HTM= Stem/Crawlsp(Carpet)(v) (0.049) 19.0/5.0 19.0 sqft 0.5 Floor Total 19 sqft Load 9 Btuh 9 Btuh Room Envelope Subtotal: 99 Btuh • 1• • • • • • • EnergyGauge® / USRCZB v5.1 Page 3 Manual J Winter Calculations Residential Load South Florida Equity Group Holdings, LLC 525 NW 111th Street Miami Shores, FL 33168 - Component Details (continued) Project Title: David Romano's House Building Type: User 8/24/2016 Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.29 158 0.04 1.4 28 Btuh Duct load Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DLM of 0.566) 72 Btuh Room #5 Sensible Room Subtotal 198 Btuh Component Loads for Room #6: Bedroom 1 Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 8 10 1, NFRC 0.60(Strni)letal 0.55 S 18.8 9.9 1, NFRC 0.60(Strn11letal 0.55 E 12.0 9.9 Window Total 30.8(sqft) 186 Btuh 119 Btuh 305 Btuh Walls 9 10 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.132) 5.0/0.0 107 2.37 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 95 2.37 Wall Total 202(sqft) • • • • • • • Load... •••• ' 253 Btwa 224 doh' 477 Bteh Ceilings 6 Type/Color/Surface Ueff. R -Value Area X HTM= Vented Attic/L/Tile (0.032) 30.0/0.0 186 0.6 Ceiling Total 186(sqft) .••••• •••• . . Load..;. 107 Btuh 1 C178ttifi: Floors 6 Type Ueff. R -Value Size X HTM= Stem/Crawlsp(Carpet)(v) (0.049) 19.0/5.0 186.0 sqft 0.5 Floor Total 186 sqft -. ; •• •• � Load • 93 B•tuh 9'Btelh • Room Envelope Subtotal: • •• 981.1£tth: Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.29 1544 0.21 8.6 170 Btuh Duct load Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DLM of 0.566) 652 Btuh Room #6 Sensible Room Subtotal 1804 Btuh • • • EnergyGauge® USRCZB v5.1 Page 4 Manual J Winter Calculations Residential Load South Florida Equity Group Holdings, LLC 525 NW 111th Street Miami Shores, FL 33168 - Component Details (continued) Project Title: David Romano's House Building Type: User 8/24/2016 Component Loads for Room #7: Bedroom 2 Window Panes/Type Frame U Orientation Area(sqft) X HTM= Orientation Area(sqft) X HTM= Load Load 7 1, NFRC 0.60(Strniretal 0.55 E 26.2 9.9 Window Total 26.2(sqft) 12.0 12.0 24.0(sgft) 9.9 9.9 119 Btuh 119 Btuh 238 Btuh 259 Btuh 259 Btuh Walls 8 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.132) 5.0/0.0 92 2.37 Wall Total 92(sqft) Area X 73 86 159(sqft) HTM= 2.37 2.37 Load 173 Btuh 203 Btuh 376 Btuh Load 218 Btuh 218 Btuh Ceilings 7 Type/Color/Surface Ueff. R -Value Area X HTM= Vented Attic/L/Tile (0.032) 30.0/0.0 133 0.6 Ceiling Total 133(sqft) Area X 134 134(sqft) HTM= 0.6 Load 77 Btuh 77Btuh Load 76 Btuh 76Btuh Floors 7 Type Ueff. R -Value Size X HTM= Stem/Crawlsp(Carpet)(v) (0.049) 19.0/5.0 133.0 sqft 0.5 Floor Total 133 sqft Size X 134.0 sqft 134 sqft HTM= 0.5 Load 67 Btuh 67 Btuh Load 66 Btuh 66 Btuh Room Envelope Subtotal: 620 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.29 1104 0.10 3.9 . ' • •Duct • • . : •.... - 78 Bti4 • • - load Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DLM of 0.566) , • •••• 39L�otih• • Room #7 Sensible Room Subtotal 1 • • • • • • • • • •.- •• • - 1093 Muff • • • • • • Component Loads for Room #8: Bedroom 3 •• • •••. •• • . • Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 5 6 1, NFRC 0.60(Stmi fetal 0.55 1, NFRC 0.60(Stmigletal 0.55 Window Total N E 12.0 12.0 24.0(sgft) 9.9 9.9 119 Btuh 119 Btuh 238 Btuh Walls 6 7 Type Ornt. Ueff. Conc BIk,Hollow - Ext (0.132) Conc BIk,Hollow - Ext (0.132) Wali Total R -Value (Cav/Sh) 5.0/0.0 5.0/0.0 Area X 73 86 159(sqft) HTM= 2.37 2.37 Load 173 Btuh 203 Btuh 376 Btuh Ceilings 8 Type/Color/Surface Ueff. Vented Attic/L/Tile (0.032) Ceiling Total R -Value 30.0/0.0 Area X 134 134(sqft) HTM= 0.6 Load 77 Btuh 77Btuh Floors 8 Type Ueff. Stem/Crawlsp(Carpet)(v) (0.049) Floor Total R -Value 19.0/5.0 Size X 134.0 sqft 134 sqft HTM= 0.5 Load 67 Btuh 67 Btuh • •• • • • • • • • • EnergyGauge® / USRCZB v5.1 Page 5 • Manual J Winter Calculations Residential Load - Component Details (continued) South Florida Equity Group Holdings, LLC Project Title: 525 NW 111th Street David Romano's House Miami Shores, FL 33168 Building Type: User 8/24/2016 Component Loads for Room #9: Bathroom 2 Window Room Envelope Subtotal: 758 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.29 1112 0.17 6.8 134 Btuh Duct load Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DLM of 0.566) 505 Btuh Room #8 Sensible Room Subtotal 1397 Btuh Component Loads for Room #9: Bathroom 2 Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 4 1, NFRC 0.60(Stm191etal 0.55 N 5.0 9.9 Window Total 5.0(sgft) 50yb 50 Stinal Walls 5 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.132) 5.0/0.0 37 2.37 Wall Total 37(sqft) • . • • • • •. • Load •. •• 87 Bteih 87f tufts Ceilings 9 Type/Color/Surface Ueff. R -Value Area X HTM= Vented Attic/L/Tile (0.032) 30.0/0.0 35 0.6 Ceiling Total 35(sqft) • ° • • • • • • • • Lod 2013tLft: 2dEkuh• Floors 9 Type Ueff. R -Value Size X HTM= Stem/Crawlsp(Carpet)(v) (0.049) 19.0/5.0 35.0 sqft 0.5 Floor Total 35 sqft • . •.. _ •• • • • •• ; Load • 1i•Bttrut• 17.8W Room Envelope Subtotal: • • • • 175 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.29 291 0.04 1.6 31 Btuh Duct load Extremely sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DLM of 0.566) 116 Btuh Room #9 Sensible Room Subtotal 322 Btuh • •• • • �• • • EnergyGauge® / USRCZB v5.1 Page 6 Manual J Winter Calculations Residential Load South Florida Equity Group Holdings, LLC 525 NW 111th Street Miami Shores, FL 33168 - Component Details (continued) Project Title: David Romano's House Building Type: User 8/24/2016 NHOLE HOUSE TOTALS Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 9080 Btuh 0 Btuh 9080 Btuh EQUIPMENT 1. Electric Strip Heat 10230 Btuh Key: Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) or - Gass as 'Clear' or' Tint' (Uses U -Factor and SHGC defaults) U - (Window U -Factor) HTM - (ManualJ Heat Transfer Multiplier) • • • • • •.•• • •••• • • •••..Version$"'• • .•• • • • • • •• •• •• • • • • • • • • • • • • •• • •••• • • • • • EnergyGauge® / USRCZB v5.1 Page 7 f M IAM I•iaADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION 0 CEPTANCE OA 74 Street MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. m is m ldade. ¢ov/eco nom v Miami, FL 33147 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Zone. oci DESCRIPTION: Aluminum A/C Stand DO awing No. 15-2476, titled "Aluminum A/C Stand HVHZTliant", sheets 1 through 10 of 10, dated 01/10/2007, and last revised on 05/07/2016, ?repared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade Oourrty Prgdiet•control revision stamp with the Notice of Acceptance number & expiration date by Miami nide CouhlrProduct Control Section. • MISSILE IMPACT RATING: None. • • • • •••• • • • • 1 • •••• LABELING: Each unit shall bear a permanent label with the manufacturer's dargie' r log a,• c#5' state, model/series, and following statement: "Miami Dade County Product Control Ap1SPode'd", unless otherwise • • noted herein. . . • • • :. RENEWAL of this NOA shall be considered after a renewal application has been filed and there 'has beerr • no change in the applicable building code negatively affecting the performance of tliis•proeluct. • • • ; • .• • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0902.05 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMFDADE COUNTY APPROVED NOA No. 16-0601.01 x iration Date: January 15, 2019 16 Page 1 Miami Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-2476, titled "Aluminum AJC Stand HVHZ Compliant", sheets 1 through 10 of 10, dated 01/10/2007, and last revised on 05/07/2016, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Load Testing of Aluminum A/C Stand Post to Welded Baseplate, prepared by QC Metallurgical, Inc., QCM Job No. 15KM-958, dated 11/13/15, signed by Jerry Iaciofano (Voluntary Testing) (Submitted under NOA No. 15-0902.05) C. CALCULATIONS 1. Engineering design calculations, prepared by Engineering Express, dated 05/25/16 and last revised on 06/23/16, signed and sealed by Frank L. Bernardo, P.E. 2. Engineering design calculations, prepared by Engineering Express, dated 08/21/15 and, signed and sealed by Frank L. Bernardo, P.E. (Submitted under NOA No. 15-0902.05) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS • • • •• .•.• • .. • .. . . .• • • • . • •..• • •••• . • 1. Statement letters dated 08/24/2015 indicating compliance to FBC 2014 fSt'•1 dition) prepared'(''. Engineering Express signed & sealed by Frank L. Bernardo, P.E.. • . • •• • • (Submitted under NOA No. 15-0902.05) •• ••. . • . . •• • • • . • G• . •OTHER ' 1. Notice of Acceptance No. 15-0902.05, issued to Miami Tech, Inc., for their Alumiitij t t/C Stand, approved on 03/10/2016 and expiring on 01/15/2019. Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0601.01 Expiration Date: January 15, 2019 Approval Date: July 14, 2016 E-1 . (ALUMINUM STANDS FOR MECHANICAL UNITS SUPPORT ANGLE UTILIZED FOR UNITS DEPTHS THAT ARE LESS THAN STAND DEPTHS. SEE DETAILS lA AND 16 ON SHEET 10 FOR CONFIGURATION TOP OF ROOF FINISH NC UNIT DEPTH (SHALL BE GREATER THAN OR EQUAL TO MEAN UNIT HEIGHT) A/C UNIT (SEE DESIGN SCHEDULES FOR A/C UNIT SIZES) 20" OR 30" ADJUSTABLE SPREAD STAND DEPTH SEE DESIGN SCHEDULE) * PROVIDE 2" MIN EMBEDMENT OF 1 } SQ DARE TUBING INTO TUB 1) 5/16-18 THRUBOLT TO INTERLOCK SQUARE TUBING* 4 ANCHORS PER PLATE (SEE ANCHOR SCHEDULE FOR ANCHOR SPECS) TOP OF ROOF FINISH e BASE PLATE "STD" ASSEMBLY ELEVATION SCALE: 1"m1'-0' 4-36 OR 40" A/C UNIT DEPTH —4 36"D x 40"W x 54"H NC UNIT (SEE "CUSTOM ASSEMBLY" DESIGN SCHEDULE, ON SHEET 8, FOR CONFIGURATION LIMITATIONS) END ELEVATION ® 41) 5/16-18 THRUBOLT TO INTERLOCK SQUARE 1 TUBING* OOF HOST STRUCTURE_ _. —HJT : / f /I����i: (SEE ANCHOR 4 ANCHORS PER PLATE SCHEDULE FOR ANCHOR SPECS) SE PLATE Imo "CUSTOM" ASSEMBLY ELEVATIO N • "=+1'-O" END ELEV t CENTER 10" LONG1 SQUARE TUBING ABOUT AD CENT® SQUARE TUBING ENDS SUPPORT ANGLE UTILIZED FOR UNITS DEPTHS THAT ARE LESS THAN STAND DEPTHS. w SEE DETAILS 1A AND 1B ONSHEET 10FOR N mCONFIGURATION J 'n Z ., z w I..U: ffi .. b 3" ASSUMED® ROOFING THICKNESS TOP OF ROOF FINISH AJC UNIT DEPTH - (SHALL BE GREATER THAN OR ---} EQUAL TO MEAN UNIT HEIGHT) Z. xan Ut36" OR 42" ADJUSTABLE SPREAD It; (z7 STAND DEPTH ---" Sac y (SEE DESIGN SCHEDULE) a p A/C UNIT (SEE DESIGN SCHEDULES FOR A/C UNIT SIZES) 18" MAX -- 4 1,-18" MAX x3 10" TYP. t (1) 5/16 18 THRUBOLT TO INTERLOCK SQUARE TUBING EACH SIDE* 4 ANCHORS PER PLATE (SEE ANCHOR SCHEDULE FOR ANCHOR SPECS) "UTILIZE NEXT -HIGHEST STAND HEIGHT FOR LARGER ROOF THICKNESS. FOR ROOFING WITHOUT INSULATION OMIT 3" THICKNESS AND UTILIZE CLEAR HEIGHT FROM FINISHED FLOOR. UTILIZE NEXT -SMALLEST STAND DEPTH FOR VALUES IN BETWEEN EXISTING TABLES 75# MIN./450 # MAX UNIT WEIGHT AS VERIFIED BY OTHERS, TYP. PRODUCT REVISED as complying with the Florida Building Code NOA-No 16-0601.01 Expiratio ;ate 1/15/2019 B y M 3" ASSUMED® ROOFING THICKNESS uc on REF. CONFIGURATION DETAILS OOF HOST STRUCTURE 1 1 ------------/-------- 1 BASE PLATE 3" ASSUME® "HD" ASSEMBLY L TROsONNGS ELEVATION SCALE 1`'1'-0" END ELEVATION A/C UNIT DEPTH tomminii MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN SCHEDULES DESIGN NOTES: S. o s DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE. ' ETERMINED SEPARATELY ON A JOB -SPECIFIC BASIS IN ACCORD M a• .'. IS ITE -SPECIFIC PRESSURE R UIREMENTS AS RMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE FIFTH EDITION • 4 1. • r •'I PRESSURE ACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERALROIES 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014). 2. MAXIM STAND WIDTH & LEG SPACING PER CONFIGURATION DETAILS / SpA P• wL"_ ((5 w MILAR T• • * FICATIONS STATED HEREIN, MINIMUM 75LB OR MAXIMUM AS LISTED HEREIN. 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 4. REACTION FORCES LISTED FOR USE WITH HOST STRUCTURE VERIFICATION ARE CALCULATED USING ASD METHODOLOGY. DESIGN PROFESSIONAL OF RECORD TO VERIFY APPLICABILITY AND/OR ADDITIONAL FACTORS FOR USE WITH HOST STRUCTURE VERIFICATION. 5. ALL FASTENERS TO BE #10 OR GREATER SAE GRADE 5, UNLESS • NOTED OTHERWISE, CADMIUM PLATED OR OTHERWISE CORROSION • • RESISTANT MATERIAL AND SHALL COMPLY WITH 7.3.4, SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1; THE ALUMINUM ASSOCIATION,INC., 114 WZW CC ZX WW & APPLICABLE FEDERAL,STATE, AND LOCAL CODES. PROVIDE (5) PITCHES MIN PAST THREAD PLANE. 6. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6061-T6. • OR 6005-T5. • 7. ALL 22GA DEFORMED STEEL STRAPS USED FOR UNIT TIE -DOWNS • • SHALL BE ASTM A36 MIN. STEEL FABRICATION OF STEEL STRAPS SHALL BE BY STRAP MANUFACTURER ONLY. 8. ALL EXISTING CONCRETE SUBSTRATE SHALL HAVE MINIMUM Pc • • COMPRESSIVE STRENGTH OF 3000 PSI AS VERIFIED BY OTHERS. • 9. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH FBC SECTION 2003.8.1.4 WITH WELD FILLER ALLOYS MEETING ANSI/AWS • A5.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL, TABLE 7.2.1. SUGGESTED WELD FILLER: 5356 ELECTRODES. ALL ALUMINUM CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES, QUALITY ANO METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2 AND THE AMERICAN WELDING SOCIETY'S STRUCTURAL PERIM WELDINETERG CODE-ALUMINUWELD UMNLESS (01.2). MINIMUM ISE WELDNOTEDIS %I' THROAT FULL FILLET OTHERW. t10. THE CONTRACTOR IS RESPONSIBLE TO INSULATE MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 11. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 13. THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A UCENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 15. AC STANDS SHALL LABELED PER MIAMI-DADE REQUIREMENTS FOR NON -MANDATORY PRODUCT APPROVALS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. • • an N 0 U o+m 1 c.. • w • o• •z �. • • . 4 • el'' 65 o 8 • ▪ 201° z i • mi •. •. • H of •z Ili • • 2 •A • • a • • • • • • 111 • •• 1• • • • 15-2476 SCALE: NTS 1 PAGE DESCRIPTION: COVER SHEET 10 1/ 1 • • 1 2 0 R A STAND COMPONENTS _2000"--t t 2.484" t 0.125"-• 0.555"1 � 1 f--1.375"-{ RAIZ. (I -BEAM) 0.094"r ai X0.180" 6"=1'-0" 0.094" CROSSMEMBER OUTER TUBING 6"=1'-0" 1 4--1.750" l4 0.1271 in cl CROSSMEMBER r , ► t. :TUBING TUBING yy 45° TYP. 1 0.156". _I 0.250" 0.156 0.750' TYP. V4-2044" SS BOLT TIGHTEN TO REFUSAL 0.250" C -CHANNEL 6"=1'-0" nefe 0 O 0 "T" (SEE SCHED) 0.125" 3.00' SEE DETAIL 18/10 0.1aa"' 5.00' 5@ DEuAIL W10 T. (SEE SCHED)_4 SUPPORT ANGLE 6"a 1'-0" }--- 6' TYP. 1/4" THICK 1— 4 1/2" TYP. O -72 3/4" TYP - }..-.3/4" TYP. BASEPLATE MEAN UNIT HEIGHT & MAX FACE AREA CALCULATION DIRECTIVE. THIS ECIVEHLBEUSDOCALCLTTEHEIGHT&MHISMU FACE A CONFIGURATION. NTS t44,4444t44.et,` K18 0.1.: 4: • G I - ( VALIDFf�R(1 . // � P� dN'C . AL E►i��.. ,d.*t JJJ11lftltl4�M 111;11 dED 61- -1(n TUBE AT �1 2 Q CENTER OF L PLATE (SEE 61.11 DETAIL 3/10) EXAMPLE CONFIGURATIONS: 2 UNITS:2 FRAME CONFIGURATION t--wl--I t—w2— f T.- (H1xx 1) (H2xW2 m 450#� 6' MAX RAIL SPAN 3 UNITS:3 FRAME CONFIGURATION W2 -t t—wl—t �W3--t 4 UNITS:4 FRAME CONFIGURATION t --11V11 HEIGHT 1N� NOTE: THE NUMBER OF UNITS PER STAND CONFIGURATION MAY BE UNLIMITED PROVIDED THAT MULTIPLE UNITS CONFORM TO THE MEAN UNIT HEIGHT & MAXIMUM UNIT FACE AREA RESTRICTIONS UTILIZED IN THE DESIGN SCHEDULES. 16" MAX HEIGHT DIFFERENCE* .— AC UNIT • I E (H1xW1) (F2xW2) i --Ti. i 1' ..0 ...--...-• 6"Mig( Ri4It..._- . . �— SPAN -it 16' MAX HEIGHT DIFFERENCE* AC UNIT (H1x44'1) 16" MAX HEIGHT DIFFERENCE* j(H2xW2)'t AC UNIT ; (H3xW3) • I_ 6' MAX RAIL 1 SPAN I� 16" MAX 16" MAX 16' MAX HEIGHT HEIGHT HEIGHT DIFFERENCE* DIFFERENCE* DIFFERENCE* 1VITi_-- DIFFERENCE* DIFFERENCE* 'AC UNIT. . -T - 0H1xWi)j ' AC UNIT ! AC UNIT JI (H2xW2) i (H3xW3) (HA W )-l� b' MAX RAIL SPAN AC UNIT Y. 4 *MAXIMUM ALLOWABLE HEIGHT DIFFERENCE BETWEEN ANY UNITS IN A MULTIPLE UNIT CONFIGURATION IS RESTRICTED TO 16" MAX. FORMULAS USED FOR DETERMINING MEAN UNIT HEIGHT & MAXIMUM UNIT FACE E AREA: 1. CALCULATE THE MEAN UNIT HEIGHT BY THE FOLLOWING EQUATION: • TWO UNITS. H1ZH2 • THREE UNITS. H1+H2fH3 • FOUR UNITS: H1+H2+H3+H4 PRODUCT REVISED as comp ng with this Florida Building oda NOA-No. 16-0601.01 Expiration Dat • "n" UNITS. H2+H2+�i3+...H� By M 2. CALCULATE THE MAXIMUM UNIT FACE AREA BY THE FOLLOWING EQUATION: • TWO UNITS: (H1xW1)+(H2xW2) • THREE UNITS: (H1xW1)+(H2xW2)+(H3xW3) • FOUR UNITS: (H1xW1)+(H2xW2)+(H3xW3)+(H4xW4) • "n" UNITS: (H1xW1)+...(HnxWn) LL EXAMPLE SCENARIO: 1. CONSIDER A FOUR UNIT CONFIGURATION WITH THE DIMENSIONS AS SHOWN BELOW. 2. CALCULATE THE MEAN UNIT HEIGHT. ▪ FOUR UNITS: H1+H2 H3+H4 = ,20"+29"}22"+25" = 24" MEAN UNIT HEIGHT 3. CALCULATE THE MAXIMUM FACE AREA. • FOUR UNITS: (H1xW1)+(H2xW2)+(H3xW3)+(H4xW4) A (20"x21")+(29"x25")+(22"x22")+(25"x27") 23041n2 1-1.2 21" 1-- 25" II — UNIT -,:r4(205;21- UNYlt.: (29'x25") iV IfIHIT N(20'x21"1 1(2x;22") ... - t; _.._.._ .._ ... :t �i • {- 27" UNIT (25'x77"} TOTAL FACE AREA= 2304 int 24" MEAN - --r-UNIT HEIGHT i4 1 In ry ti m a tO �j• .412 f\ h Q i Z•1 .11 X V1 ••( 1•= 4„l 1C O n ••• �:� S• u • • P•q Z " ••.4.2.4"'4 p• 0•. • H-1• on • • • . X« :tea. • - W z • • • • 0 • • • • • • • t• • z • .l •••• • .••• • • . 4 • • amy W •� Jj I U U fN- 0 V LLSIk IuI lig ■ W1451011 COPYRIGHT ENGINEERING EINEM 15-2476 SCALE: NTS 1 - PAGE DESCRIPTION: COVER SHEET 44.t•4W1.TNINr 'STD" STAND DESIGN SCHEDULES & STAND DIRECTIVE EXAMPLE 20" MINIMUM STAND DEPTH: MAX FACE AREA (28801n1 - 8$20162), FRAME QUANTITY (5-8 FRAMES LOAD TRANSFER INFORMATION FOR USE WITH STRUCTURE VERIFICATION ONLY STANO HEIGHT MAX MEAN EAN UNIT HEIGHT MAX FACE AREA MM FACE AREA : 8 FRAMES UNIT TO FRAME MAX FACE AREA : 7 FRAMES RATIO N,,� FACE AREA : 6 FRAMES MAX FACE AREA : 5 FRAMES MAX. BASE N40MENT (M) MAX. BASE SHEAR (V) FLAX. BASE UPLIFT (T) MAX. BASE IRAVrrY (C) ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE 2 OR 3 ANCHOR TYPE 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 MAX ALLOWABLEMAX LATERAL LOADLATERAL MAX ALLOWABLE ALLOWABLE LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOM PIN( ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT _ MAX ALLOWABLE LATERAL LOAD. MAX ALLOWABLE MAX ALLOWABLE LATERAL WOAD MAx ALLOWABLE UPLIFT 18 " 24 " 2850 Ma 200.0 PSF 100.0 PSF 200.0 P51 100.0 P51 200.0 PSF 100.0 PS1 200.0 PSF 100.0 PSP 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSE 193.8 PSF 98.9 PSF 1.91.1 PSF 95.5 PSF 364.90 LB -FT 387.6 LB 1450.8 LB 1298.0 LH 24 - 200.0 PSF 100.0 ISF 200.0 PSP 100.0 PSF 190.5 PSF 95.2 PST 190.5 PSF 95.2 P5F 163.3 PSF 81.6 PSF 163.3 PSP 81.6 PSF 136.1 PS1 68.0 P51 136,1 PST 68.0 PSF 327.80 LB -FT 272.2 L8 1181.6 LB 1114.9 L8 30 " 167.0 PSF 63.5 ISP 167.0151 83.5 PSF 146.1 PSF 73.0 P5F 146.1 PSF 73.0 P5F 125.3 PSF 62.6 PSF 125.3 PSF 62.6 PSF 104.4 PSF 52.2 PSF 1.104.4 PSP) 0-52.2 FSS 305.60 LB -FT 206.8 LB 1030.21.8 1012.1 LB 18 - 3D " 4500161 149.7 ISH 74.8 P5F 149.7 PSF 74.8 PSF 149.71SF 74.8 PSP 149.7 PSF 74.3 PSF 148.8 PSF 74.4 PSF 143.2 PSF 71.6 P5F 124.015E 62.0 PSF 119.4 PSF 59.7 P51 364.9018 -FT 387.6 LB 1570.712 1414.3 L8 24 139.3 FS, 69.8 P51 139.3 PSF 69.5 ISH 121.9 P51 60.9 PSF 121.9 P5F 60.915F 104.5 PSF 52.2 PSF 104.5 ISF 52.2 P5F 87.1 PSF 43.5 PSF 87.1 ISP 43.5 P51 327.80 LB -FT 272.2 LB 1265,3 LB 1196.6 LB 30 " 106.9 PSF 53.4 PSF 106,9 PSF 53.4 PSP 93.5 PSF 46.7 PSF 93.5 P9F 46.7 PSF 80.2 PSF 40.1 ISP 00.2 PSF 40.1 ISP 66.8 PSF` 33.4 PSF 66.8 PSF 33.4 PSF 305.60 I2 -FT 208.9 L8 1092.8 LB 1074.818 18 " 36 - 6480164 94.1 (114.81 PSF 57.4 PSF 94,1 (114.8) P5F 51.4 ISP 94,1 (114.8) PSF 57.4 PSF 94.1 (133,2) FSP 56.6 PSF 94.1 (103.3) PSF 51.6 PSF 94.1(97.1) PSF 48.5 PSP 86.1 PSF 43.0 PSF 81.0 PSF 40.5 PSF 364.90 LB -FT 387.6 L2 1687.0 L8 1530.6 LB 24 " 94,1 (96.7)151 48.3 PSP 94.1 (96.7) PST 40.3 PSF 84.6 PSF 42.3 ISH 84.6 PSF 423 PSF 72.5 PSP 36.2 PSF 72.5 ISP 36.2 PSF 60.4151 30.2 PSF 60.4 ISE 3E2 ISE 327.80 L8 -FT 272.2 LB 1346.9 L8 3.278.212 30 " 74.2 ISE 37.1 PSP 74.2 PSF 37.1 PSF 64.9 PSF 32.4 PSF 64,9 PSP 32.4 PST 55.6 P51 27.8 PSF 55.6 ISP 27.8 ISE 46.4 ISH 23.2 PSF 46.4 PSF 23.2 PSF 305.60 LB -FT 208.8 L8 1.155.5 LB 1137.5 LB 18 " 42 " 8820 M. 63.1 (82.3)151 41.1 PSF 63.1 {62.3) PSF 41,1 151 63.1 (82.3) PSF 41.1 PSF 63,1 (81.3) P51 40.6 PSF 63.1 (75.9)15F 37.9 PSF 63.1 (69.7) PSF 34.8 PSF 633 (63.2)151 31.6 151 58.1 PSF 29.0 PSF 364.90 LB -FT 387.6 LB 1803.3 LB 1646.91.8 24 " 63,1 (713) PSF 35,5 PSF 63.1.(71.1) ISE 35.5 P51 62.2 PSF 31.1 ;SF 62.2 PSF 31.1 P51 53.3 PSP 26.6 PSP 53.3 PSF 26.6 P51 44.4 PSF 22.2 PSF 44.4 PSF 22215E 327,8012 -FT 272.2 LB 1428.6 L8 1359.9 LB 30 " 54.5 PSF 272151 S4.5 PSF 27.2 11S1 _ 47.7 PSF 23.8 PSF 47.7 PSF 23.8 PSF 40.9 PSF 20.4 PSF 40.9 PSF 20.4 151 34.0 PSP 17.0 151 34.01SF 17.0 PSF 305.60 LB -FT 208,8 LB 1218.1 1.2 1200.113 20" MINIMUM STAND DEPTH: MAX FACE AREA (23041n2 - 7056in1), FRAME QUANTITY (4-7 FRAMES LOAD TRANSFER INFORMATION FOR 115E WITH HOST STRUCTURE VERIFICATION ONLY STAND CLEAR HEIGHT MAX ({EIGHT HEIGHT MAX FACE AREA MAX TACH AREA : 7 FRAMES UNIT TO FRAME MAX FACE AREA : 6 FRAMES RATIO MAX FACE ARP1: 5 FRAMES MAX FACE : 4 FRAMES MAX. MAX BASE MOMENT (M) MAX. EASE SHEAR (Y) - MAX. BASE UPLIFT (7) MAX. BASE GRAVITY (C) 1 OR 4 ANCHOR 'TYPE:CH ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE 2 OR 3 MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFTLATE MAX ALLOWABLE RAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX AU.OWANE MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE MAX ALLOWABLE LATERAL LOM MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LOAD MAX ALLOWABLE UPLIFT UPIJFT 18 " 24 " 2304 (na 200.0 P511 100.0 PSF 200.0 P51 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 193.8 PSP 96.9 ISE 191.1 PSF 95.5 PSF 364.90 LB -FT 387.618 1450.6 LB 1298.018 24 " 200.015F 100.0 PSF 200.0 PSP 100.0 PSF 200.0 P51 100.0 PSF 200.0 PSF 100.0 PSF 170.1 PSF 85.0 PSP 1.70.1 PSF 85.0 PSF 136.1 PSF 68.0 PSF 1363 ISP 68.0 P51 327.80 LB -FT 272.2 LB 1179.7 L8 1114.9 LB 30 " 182.7 PSF 91.3 PSF 1827 P51 91.3 PSF 156.6 PSF 78,3 PSF 156.6 ISH 78.3 PSF 130.5 ISH 65.2 PSF 130.5 P51 65.2 PSF 104.4 PSF 52.2 PSF 104.4 PSP 52,2 PSF 305.8013 -FT 208.818 1031.4 LB 1012.1 LB 18 " 30 " 3600 Ma 149.7 PSF 74.8 PSF 149.7 PSF 74.8 PSF 149.7 PSF 74.8 PSf 149.7 PSF 74.8 PSF 149.7 PSP 74.8 PSF 149.1 PSF 74.5 PSF 124.0 PSF 62.0 P51 119.4 P51 59.7 PSF 364.90 LB -FT 387,6 LH 1567,0 L2 1414.318 24 " 149.7 PSF 74.8 PSF 149.7 P51 74.8 PSF 130.6 PSF 65.3 PSF 130.6 PSF 65.3 PSF 108.8 PSP 54.4 PSF 108.8 PSF 54.4 PSF 87.1 PSF 43.5 ISP 87.1 PSF 43.5 ISE 327.80 LB -FT 272.2 13 1264.3 LB 1396.613 30 " 116.9 PSF 58.4 PSF 116.9 PSF 58.4 PSF 100.2 PSF 50.1 PSF 100.2 PSP 50.1 P51 83,5 PSF 41.7 PSF 83.5 PSF 41.7151 66.8 P51 33.4 PSF 66.8 PSF 33,4 PSP 305.6016 -FT 208.8 LB 1094.0 L8 1074.8 LB 13 - 36 " 5184161 94.1 (114.8) PSF 57,4 ISH 944 (114,8) PSF 57.4 PSF 94.1(114.8)1SF 57.4 PSF 94,1 (114,81 PSF 57.4 PSF 94.1 (107.6) PSF 53.8 PSF 94,1 (101 1) ISH 50.5 PSF 86.1 PSF 43.0 PSF 81.0 PSF 405 PSF 364.90 LB -FT 387.6 LB 1687.8 L2 1530.6 LH 24 - 94.1 (105.8)15F 52.9 ISH 943 (105.8) PSF 52,9 PSP 90.7 PSP 45.3 PST 90.7 PSF 453 PSF 75.6 PSP 37.8 PSF 75.6 ISP 37.8 PSF 60,4 P51 30.2 P51 60.4 PSF 30.2 PSF 327.80 L8 -FT 272.2 LB 1348.1 LB 1278.2 18 30 - 81.2 PSP 40.6 PSF 812 PSF 40.6 PSF 69.6 PSF 34.8 PSP 69.6 PSF 34.8 PST 58.0 PSF 29,0 ISH 58.0 PSF 29.0 PSF 46.4 PSF 23.2 PSF 46.4 PS1 23.2 PSF 305.60 LB -FT 208.8 L2 1156.712 1337.5 la 18 " 24 " 42 " 7056 Lnl 63,1 (8.23) PSF 41.115E 63.1 (62.3)151 41.1 ISE 63.1 (82.3) PSF 41,1 PSF 63.1(82.3) PSP 41.1 PSP' 83.1. (79.1) P5F 39.5 PSF 63,1 M6) PSP 36.3 PSF 63.1(63.2) PSF 31.6 PSF 58.1 PSP 29.0 ISE 364.90 LB -FT 387.6 LB 1804.1 LB 1646.9LE 63.1 07.7) PSF 38.8 ISE 63.1 (77.7) PSF 38.8 PSF 63.1 (66.6) PSF 33.3 PSf 63,1 (66,81 PSF 333 PSP 55,5 PSF 27.7 PSF 55.5 PSF 27.7 ISP 44.4 ISE 22.2 PSF 44.4 PSF 22.2 PSF 327.80 LB -FT 272.2 LB 1429.818 1359.9 LB 30 " 59.6 PSF _ 29.8 PSP 59.6 PSF 29,815F 51.1 PSF 25.5 PSF 51.1 PSF , 25.5 PSF 42.6 PSF _ 21.3 PSF 42.6151 21.3 PSF 34.0 PSF 17.0 PSF 34.0 PSF 17.0 PSF 305.60 LB -FT' 208.813 1219,3 LB 1200,1111 1 STAND EXAMPLE ,(THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE & UPLIFT FOR ANY GIVEN MECHANICAL UNIT CONFIGURATION THAT CONFORMS TO THE DIMENSION RESTRICTIONS LISTED HEREIN. SEE SHEET 2 FOR MEAN UNIT HEIGHT & MAXIMUM FACE AREA CALCULATION DIRECTIVE. SEE SHEET 2 FOR COMPONENT SCHEDULE. SEE SHEET 9 FOR ANCHOR SCHEDULES.) MECHANICAL UNIT/STAND CRITERIA : CONSIDER THE INSTALLATION OF (4) MECHANICAL UNITS, (1)-20" TALL x 24" DEEP x 21" WIDE, (1)-29" TALL x 24' DEEP x 25" WIDE,(1)-22" TALL x 24" DEEP x 22" WIDE, (1)-25" TALL x 27" DEEP x 27" WIDE,(350 LB MAX WEIGHT) INSTALLS) WITH THE FOLLOWING CRITERIA: • NUMBER OF LEG FRAMES= (4) FRAMES • STAND HEIGHT.. • STAND DEPTH= • HOST STRUCTURE TYPE - 30" HEIGHT 20" STAND DEPTH SPREAD 3,000 P52 CONCRETE (AS VERIFIED BY OTHERS). "4 UNIT (20"x21") UNIT (29"x25`) UNIT 22"x22") UNIT (2S"x27") PROCEDURE: RESULT: ! DETERMINE THE MEAN UNIT HEIGHT FOR THE GIVEN CONFIGURATION SEE SHEET 2, CALCULATION DIRECTIVE STEP #1 FOR METHOD OF CALCULATING THE MEAN UNIT HEIGHT. FOR CLARIFICATION, THIS CONFIGURATION HAS BEEN WORKED OUT IN THE EXAMPLE SCENARIO. (MEAN UNIT HEIGHT = 24 In) 2 DETERMINE THE MAXIMUM FACE AREA FOR THE GIVEN CONFIGURATION SEE SHEET 2, CALCULATION DIRECTIVE STEP #2 FOR METHOD OF CALCULATING THE MAXIMUM TOTAL UNIT FACE AREA. FOR CLARIFICATION, THIS CONFIGURATION HAS BEEN WORKED OUT IN THE EXAMPLE SCENARIO. (MA)IMUM UNIT FACE AREA Ls 2304 1n2) 3 LOCATE DESIGN SCHEDULE THAT APPLIES TO THE GIVEN CONFIGURATION SEE SHEET 3 FOR THE 20" STAND DEPTH WITH A MAXIMUM FACE AREA OF 2304 int. 4 DETERMINE THE MAXIMUM ALLOWABLE LATERAL & UPLIFT WIND LOADS FOR A 2304 Int MAX TOTAL UNIT FACE AREA ON A 30° STAND HEIGHT WITH (4) SUPPORTING FRAMES, THE ALLOWABLE WIND LOADS ARE AS FOLLOWS • ALLOWABLE LATERAL WIND LOAD: 104.0 PSF (FROM TABLE ABOVE) • ALLOWABLE UPLIFT WIND LOAD: 52.2 PSF 5 INSTALL STAND PER PERMISSIBLE ANCHOR TYPES AND VERIFY HOST STRUCTURE TYPE UTILIZE ANCHOR TYPES FROM DESIGN SCHEDULE ASSOCIATED WITH THE ALLOWABLE WIND VALUES DETERMINED IN STEP 4, FOR THE TABLE LISTING, ANCHOR TYPES 2 813 NAY BE APPLIED. FOR THIS EXAMPLE UTILIZE ANCHOR TYPE 2 FOR CONCRETE HOST STRUCTURE TYPE. INSTALL STANDS PER ANCHOR SCHEDULE AND DETAILS AS ILLUSTRATED ON SHEET 9. CONCLUSION: 6 MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE= MAXIMUM ALLOWABLE UPLIFT DESIGN PRESSURE.. 104.0 PSF (FROM TABLE ABOVE) = 52.2 PSF COMPARE VALUES FROM S7FP *6 TO THE SEPARATE SITE SPECIFIC REQUIRED DESIGN WIND PRESSURE PROVIDED BY A LICENSED 7 COMPARE TO SITE SPECIFIC DESIGN CONDITIONS ENGINEER OR REGISTERED ARCHITECT; NOT INCLUDED IN THIS CERTIFICATION. SITE-SPECIFIC PRESSURE REQUIREMENTS SHALL BE LESS THAN OR EQUAL TO THE LATERAL AND UPLIFT DESIGN PRESSURE ALLOWABLE CAPACITY VALUES LISTED. DESIGN SCHEDULE NOTES: V A7► Z® W turd rZ rE wW 5) 693-6125 d' = M •1• %W. ti: to LL ••iT•n V r s' • �.� .• o s, •••I�M O ••1-1. v) . g z 1. MAXIMUM CALCULATED FACT AREA SHALL BE EQUAL TO • OR LESS THAN THE • MAXIMUM ALLOWABLE FACE • AREA FOR EACH CONFIGURATION. 2. REFERENCE ANCHOR SCHEDULE FOR ANCHOR TYPES LISTED HEREIN. 3. DESIGN VALUES IN PARENTHESIS REPRESENT CAPACITIES WHEN TIE -DOWN STRAPS ARE USED. SEE DETAIL 5 ON SHEET 9 FOR STRAP DETAILS. TABLE LEGEND: -DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0601.01 Expiration Date ' 1/15/2019 BY Nam Product Control • • • • • • • O • 831 g•• •• • • • •••• ••• • • • • • 5 is 1 V 1 U O U F U U L� 1 ffi 3 COPYRIGHTENGIEERWGD(PRESS 15-2476 SCALE: NTS PAGE DESCRIPTION, COVER SHEET J "STD" STAND DESIGN SCHEDULE CONTINUED 20" MINIMUM STAND DEPTH: MAX FACE AREA (17281n2 - 52921n2), FRAME QUANTITY (3-6 FRAMES LOAD TRANSFER INFORMATION FOR USE WITH HOST STRUCTURE VERIFICATION ONLY STAND CLEAR HEIGHT MAX MEAN UNIT HEIGHT HOAX PACE AREA MAX FILO AREA ; 6 FRAME UNIT TO FRAME MAX FACE AREA : 5 FRAMES RA710 MAX FAGS ARM : 4 FRAMES MAX PACE AREA : 3 FRAMES MAX BASE MOMF1Ht (M) 84 MAX. 5E SHEAR (V) MAX. SASE UPLIFT (T ) MAX 645E GRAVITY (C) ANCHOR TYPE; 10R 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE 1 OR 4 ANCHORS TYPE 2 OR 3 MOTOR TYPE: 1 OR 4 ANCHORS TYPE 2 OR 3 MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABL4 UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPUFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPL1� MAX ALLOWABLE LATERAL LOAD, MAX ALl.ON:ABLE MAX ALLOWABLE LATERAL LOAD MAX AiLAWABLE MAX ALLOWABLE LATT9URL LOAD MAX ALLOWABLE UPLIFT 18 " 24 " 1728 In 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSI, 100.0 P9' 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 193.8 PSF 96.9 PSF 191.1 PSF 95.5 PSF 364,9014•4T 387,6 LB 1450.614 1298,0 L8 24 " 200.0 PSF 100.0 PSF 200.0 PSP 100.0 PSP 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 181.4 PSF 90.7 PSF 181.4 PSF 90.7 P5F 136.1 PSF 68.0 PSF 136.1 PSF 68.0 PSF 327,80 LB -FT 272.2 LB 1180,8 1.8 1114.91.8 30 " 200.0 PSF 100.0 PSF 200.0 PSP 100,0 PSF 174.0 PSF 87.0 PSF 174.0 PSF 87.0 PSF 139.2 PSF 69.6 P57 139.2 PSF 69.6 PSF 104.4 PSF 52.2 PSF 104.4 PSF 52.2 PSF 305.60 LB -FT 208.819 1030.7 /13 1012.1 LB 18 " 30 - 2700 Int 149.7 (SF 74.8 PSF 149.7 PSF 74,8 PSF 149.7 PSF 74.8 PSF 149.7 P5F 74.8 PSF 149,7 PSF 74.8 PSF 149.7 P7 74.8 PSF 124.0 PSF 62,0 75F 119.4 PSF 59.7 PSF 364.90 LB -FT 3874 LB 1567.016 1414.3 LB 24 " 149.7 PSF 74.8 PSF 149.7 PSF 74.8 PSF 145.1 PSF 72.5 PSF 145.1 PSF 72.5 PSF 116.1 PSF 58.0 PST 116.1 PSF 560 PSF 87.1 PSF 43.5 PSF 87.1 PST 43.5 PSF 327.80 L8 -FT 272.2 L8 1265.8 LB 1196.6 LB 30 " 133.6 PSF 66.8 PSF 133.6 PSF 662 PSF 111.3 PSF 55.6 PSF 1I1.3 PSF 55.6 P5' 89.1 PSF 44.5 PSF 89.1 PSF 44.S PSF 66.8 PSF 33.4 PSF 66.8 P5F 33.4 PSF 305.60 LB -FT 2068 L9 1095.6 LB 1074.818 18 " 36 " 3888 In' 94,1 0.14.8) PSF 57.4 PSF 94.1 (114.8) P5F 57.4 PSF 54.1 (114,8) PSF 57.4 PSF 94.1 (11441 PSF 57.4 PSF 94.1 (114.5) PSF 57.4 PSF 94,1 (307,9) PSF 53.9 PSF 86.1 PSF 43.0 PST 81,0 PSF 40.5 PSF 364.90 LB -FT 387.61.8 1688.9 LB 1530,6 LB 24 " 94./ (114,81 PSF 57.4 75F 94.1 (114.8) PSF 57.4 P51' 94.1 (100.8) PSF 50.4 PSF 94.1 (100.81 PSF 50.4 P$F 00.6 PSF 40.3 PSF 80.6 PSF 403 PSF 60.4 PSF 30.2 PSF 60.4 PSF 30.2 PSF 327.80 LB -FT 272.2 LB 1347.5 LB 1278.210 30 " 92.8 PST 46.4 PSF 92.8 PSF 46,4 PSF 77.3 PSF 38.6 PSF 77.3 76F 38.6 PSF 61.8 P59 30.9 PSF 61.8 PSF 30.9 PSF 46,4 P51, 232 PSF 46.4 PSF 23,2 PSF 305,60 LB -FT 208,8 LB 1158,3 LB 1137.5 1.13 18" 42 " 5292 (ns 63.1 (823) P5F 41.1 PSF 63.1 (82.3) PSF 41,1 PSF 63.1 (82.3) P5F 41.1 PSF 63.1 (82.3) PSF 41.1 PSF 63.1 (82.3) PSF 41.1 PSF 63.1 (77.4) PSF 38.7 PSF 63.1 (63213SF 31.6 P5F 58.1 PSF 29.0 PSI, 364,90 LEFT 357.6 LB 179941.8 1646.9 18 24 " 831 (82.3) p5F 41.1 PSF 63.1 (82.3) PSF 42.1 PSF 63.1 (74) PSF 37.0 PSF 63.1 (74) PSF 37.0 PSF 59.2 PSF 29.6 P7 59,2 PSF 29.6 PSF 44.4 PSF 22.2 PSF 44.4 PSF 22.2 PSF 327.80 L541' 272.2 LB 1429.1 LB 1359.9 LB 30 " 63.1 (68.1) PSF 34.0 PSF _ 63,1 (66.1LPSF 34.0 PSF _ 56.0 PSF 28.4 PSF 56.8 PSF 28.4 PSF 45.4 PSF 22.7 PSF 45.4 75F 22.7 PSI, 34.0 PST, 17,0 PSF 34,0 75F 17.0 PSF 305.80 L1347 200.8 LB 1221.0 LB 1200.1 LB 20" MINIMUM STAND DEPTH: MAX FACE AREA (11521n2 - 35281n2), FRAME QUANTITY (2-5 FRAMES LAA) TRANSFER INFORMATION FOR USE WITH HOST STRUCTURE VERBRC.ATION ONLY �� CLEAR 14813H7UNIT MAX UNIT HEIGHT MAX FACE ' MAX FACE ARM : 5 FRAMES UNIT TO FRAME MAX FACE AREA ; 4 FRAMES RATIO MAX FACE AREA : 3 FRAMES MAX FACE ; 2 FRAMES MAX. BASE MOMT (M) MAX. BASE SHEAR (V) MAX. BASE UPLIFT (T) MAX. BASE GRAVITY (C) ANCHOR TYPE: 10R 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 10R 4 ANCHORS TYPE: 2 OR 3 AN040R TYPE: 10R 4 ANCHORS TYPE 2 OR 3 ANCHOR TYPE 1 OR 4 ANCHORS TYPE: 2 OR 3 MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LITERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX MAX ALLOWABLE LATERAL LOAD MAX UPLIFT MAX ALLOWABLE LOAD MAX34' AX ALLOWABLE UPLIFTLATERAL UPLIFT MAX ALLOWABLE LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPl.1FT MAX ALLOWABLE LATERAL LOAD MAX ALLOWADLe UPLIFT 18 " 24 " 1152 Ln' 200.0 PSF 100.0 PSF 200.0 PSF 100,0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 10E0 PSF 193.8 PSF 96,9 PSF 191.1 P5F 95.5 PSF 364.90 LB -FT 387.6 LB 1450.6 LB 1298.0 LB 24" 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 136.1 PSF 68.0 PSF 136.1 PSF 66.0 PSF 327.801134j' 272.218 1175.2 LB 1114.9 LB 30 " 200.0 PSF 100.0 P5F 200.0 PSF 100.0127 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 156.6 PSF 78.3 P5F 156.6 PSF 78.3 PSF 104.4 PSF 52.2 PSF 104.4 PSF 52.2 PSF 305.60 LB -FT 208.8 1.8 1029.2 LB 1012.1 LB 18 " 30 " 1800 Int 149,7 PSF 74,8 PSF 349.7 p5F 74,8 PSF 149.7 PSF 74.8 PSF 149.7 P5F 74.8 PSF 149.7 PSF 74.8 PSF 119,7 PSF 74.8 PSP 124.0 PSF 62.0 PSF 119.4 PSF 59,7 PST= 364.9014 -FT 387.6 LB 1567.0 LB 1414,3 L8 24 ' 149.7 PSF 74.8 PSF 149.7 PSF 74.8 PSI, 149,7 PSF 74.8 PSF 349.7 PSF 74.8 PSF 130.6 PSF 65.3 PSF 130.6 PSF 85.3 PSF 87.1751' 43.5 PSF 87.1 P5F 435 PSF 327,801.841' 272.218 1264.3 1.8 1196.6 LB 30 " 149.7 PSF 749 PSF 149,7 PSF 74.8 PSF 133,6 PSF 66.0 PSF 133.6 PSF 66.8 PSF 100.2 P5F 50.1 75F 100.2 PSF 50.1 PS? 66.B PSF 33.4 P51' 66.8 PSF 33.4 PSF 305.601.8 -FT 208,8 LB 1095.6 L8 1074.818 18 " 36 " 2592 In, 94,1 (1149) PSP 57.4 PSF 94.1 (114.8) PSF 574 PSF 94,1 (114,8) PSF 57.4 PSF 94.1 (114.8) PSF 57.4 PSF 94.1 (114.8) PSF 57.4 PSF 94.1 (114.81 PSF 57.4 PSF 86.1 PSF 43.0 PSF 81.0 PSF 405 PSF 364.901541' 387.6 LB 1683.3 LB 1530.618 24" 94.1 (114.8) PSF 57.4 PS? 94.3. (314.4) P5)' 57.4 PSF 94,1 (114.8) PSF 57.4 PSF 94.1 (114.8) PSF 57.4 PSF 90,7 PSF 45.3 PSF 90.7 PSF 45.3 PSF 60.4 PSF 30.2 PSF 60.4 PSF 30.2 PSF 327.80 LB -FT 272.2 LB 1346.0 LB 1278,2 LB 30 "574 94.1 (114.8) PSF PSF 94,1 (114.8) PSF 57.4 PSF 92.8 PSF S 46 .4PSF 92.8 PSF 48.4 F PS 69.6 PSF 34.8 PSF 69.6 PSF 94.8 PSF 46.4 PSF 23.2 PSF 46.4 PSF 23.2 PSF 305.60 us -FT 208.8 LLL 1158.3 LB 1137.5 LB 18 " 42 " 3528 6t2 63.1 (82,3) P5F 41.1 P5F 63.1 (82.3) PSF 411 PSF 63.1 (82.3) PSF 41.1 PSF 63.1 (82.3) 75F 41.1 PSF 63,1 (82.3) PSF 41.1 PSF 63.3 (8241 75F 41.1 PSF 63,1 (63,2) p5F 31.6 PSF 58.1 P5F 29.0 P5F 364.90 LB -FT 3874 LB 1799.6 LB 1646.918 24 " 63.1 (82,3) P5F 413 PSF 63.1 (82,3) PSF 41.1 PSF 63.1 (723) 77F 41.1 PSF 63.1 (813) PSF 41,1 PSF 63.1 (56,5) PSF 33.3 PSF 63.1 (66.6) PSF 33.3 PSF 44.4 PSF 22.2 PSF 44.4 PSF 22.2 P7 327.60 LB -FT 272.2 LB 1427.5 LB 1359.9 L8 3D " 63,1 (82.3) PSF 41.1 PSF 63.1 (82.3) PSF 41.1 PSF 63,1 (68.1) PSF 34.0 PSF 63.1 (68,1) PSF 34.0 PSF 51.1 PSF 25.5 PSF _ 51.1 PSF 25,5 PSF 34.0 PSF 17.0 PSF 344 PSF 17.0 PSF 305.60 LEL-FT 205.8 L8 1221.0 LB 1200.1 LB PRODUCT REVISED as complying with the Florida Building Coda HOA -No. 18"0601.01 Expiration Date 01115(2019 NY Min - roduct Control 20" MINIMUM STAND DEPTH: MAX FACE AREA (5761n2 - 1764ina), FRAME QUANTITY (2-3 FRAMES) LOAD TRANSFER INFORMATION FOR 1158 WITH HOST STRUCTURE VERIFICATION ONLY STAND CLEAR HEIGHT MAX MEAN UNIT HEIGHT 1AX FACE AREA UNIT TO FRAME RATIO MAX FACE AREA : 3 FRAMES MAX FACE AREA ; 2 FRAMES ANCHOR TYPE 1 OR 4 ANCHOR TYPE: 2 OR 3 ANCHOR TYPE 1 OR 4 ANCHOR TYPE 2 OR 3 MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT 144X ALLOWASLE LATERAL 1040 MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX. BASE MOMENT (14) MAX BASE SHEAR (V) MAX BASE UPLIFT (1') MAX BASE GRAVITY (C) 18" 24" 30" 24" 576 Ins 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 P5F 200.0 PSF 100.0 PSF 188.20 LB -FT 200.0 LB 748.718 667.519 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 75F 100.0 PSF 240.90 1B -FT 200.0 LB 868.7 L9 787.5 1.8 200.0 PSF 100.0 PSF 200.0 P57 100.0 P57 200.0 PSF 100.0 PSF 200.0 P5F 100.0 PSF 292,60 LB -FT 200.0 LB 988.7 LB 907.518 18" 24 " 30 " 30" 900 all 149.7 PSF 74.8 PSF 149.7 P5F 74.8 PSF 149.7 PSF 74.8 PSF 149.7 PSF 74.8 PSF 220.30 La -FT 234.0 LB 948.310 839.8 LB 149.7 PSF 74.8 PSF 149.7 PSF 74.5 PSF 149.7 P5F 74.8 PSF 149.7 PSF 74.8 PSF 281.90 LB -FT 234.0 LB 1008.7 LB 980.2 1.6 149.7 PSF 74.8 PSF 149.7 PSF 74.8 PSF 133.6 PSF 66.8 PSF 133,6 PSF 66.8 PSF 305,6018 -FT 208.81.8 1095.6 LB 1007.3 LB 18" 24 " 30" 36 " 129610' 94.1 (124.8) P51' 94.1 (114.8) PSF 57.4 PSF 94.1 (114,8) P57 57.4 PSF 94.1 01E8) PSF 57.4 PSF 94.1(114.81 P5F 57.4 PSF 243.30 1.847 259.415 1126.0 2.13 998.0 LB 57.4 PSF 94.1 (114.8) PSF 57.4 PSF 94.1 (314.8) PSF 57.4 PSF 94.1(1149112SF 574 PSF 311.301.6-1T 256418 3261.1 LB 1153118 94.1 (114.8) P57 57.475F - 18" 24" 30" 42 " 1764Ins 63.1 (82.3) PSF 41.1 PSF 94.1 1114.8) PSP 63.1 (82.3) PSF 57.4 PSF 92.8 PSF 46.4 PSF 92.8 PSF 46.4 PSF 305.6014 -FT 208.8 L8 1158.3 L8 1070.0 LB 41.1 PSF 63.1 (82.3) PSF 41.1 PSF 63.1(52.3) PSF 41.1 PSF 63.1 (92.3) PSF 41.1 PSF 63.1 (82.3) PSF 41.1 PSF 63.1 182,,) PSF 63.1 (82.3) PSF 63.1 (68.1) PSF 41.1 PSF 63.1 (82.3) PSF 41.1 PSF 237.20 LB -FT 252.015 1173.3 LB 1050.519 412 PSF 63,1 (82,3) PSF 41.1 PSF 303.60 L14 -FF 252018 1324.6 LB 1201.718 34.0 PSF 63.1 (68.1) PSF 34.0 PSF 305.60 L6 -FT 208.8 LB 1221.010 1132.6 LB DESIGN SCHEDULE NOTES: 1. MAXIMUM CALCULATED FACE AREA SHALL BE EQUAL TO OR LESS THAN THE MAXIMUM ALLOWABLE FACE AREA FOR EACH CONFIGURATION. 2. REFERENCE ANCHOR SCHEDULE FOR ANCHOR TYPES LISTED HEREIN. • •• ••• ••• •• •• ••• ••• ••• • • • • • •• 11) rV W U M z 3/3 I. r, G p `at es. M 2 � .� 1y1 "Y'' Li WV.* •( 1'- 1n O Inb 7C ,D N„el g t • w 4eop•. • •p • • 1 • IIM0. . • 1•• 1 1 • • • • • • • r • • • • I • 1 3 0 i; 0 30" MINIMUM STAND DEPTH: MAX FACE AREA (28801na - 88201n1), FRAME QUANTITY (5-8 FRAMES LOAD TRANSFER INFORMATION FOR USE WITH HOST STRUCTURE VERIFICATION ONLY STAND CLEAR Ht7GHf MAX MEAN HEIGHT 1AX FACE AREA MAX FA(,E AREA : 8 FRAMES UNIT TO FRAME MAX PACE AREA : 7 FRAMES RATIO 4i8X FACE A : 6 FRAMES MAX MCE : 5 FRAMES MAX. BASE MOMENT (M) MAX BASE SHEAR (V) MAX. MSE IJPLO•T (T) MAX. BASE GRAVITY (C) AMKT40R TYPE 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1Oft 4 ANCHORS TYPES 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE 2 OR 3 MAX ALLOWABLE LATERAL LOAD MAR ALLOWABLE UPLIFT MAX ALLOWA8I.E LATERAL LOADLATERAL MAX ALLOWABLE UPLIFT' MAX MAX ALLOWABLE LOAD MAX UPLIFT MAX ALLOWABLE LATERAL LOM MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL. LOAD ALLOWABLE ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX AL1OWa8:E UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT 18 " 24 " 2880 Ins 200.0 PSF 100.0 PSF 200.0 PSF 3.00.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSP 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200,0 PSF 100,0 PSF 401.80 L8 -PT 400,0 LB 1057.5 LB 895.018 24 " 200.0 PSF 100.0 PSF 200.0 PSF 300,0 P57 200.0 P5F 100.0 PSF 200.0 PSF 100.0 PSF 180.0 PSF 90.0 PSF 180.0 PSP 90.0 PSF 150,0 PSF 750 PSF 150.0 PSF 75.0 PSF 38350 LEFT 300.0 LB 911.3 LB 825.0 LB 30 " 181.3 PSF 90.6 PSF 182.9 PSF 90.6 PSF 158.6 PSF 79.3 PSF 358.6 PSP 79.3 PSP 136.0 PSF 68.0 PSF 136.0 PSF 68,0 PSF 113.3 PSF 56.6 75F 113.3 PSF 56.6 PSF 350.1014 -FT 226.6 LB 779.2 LB 747.0 UB 19 " 30 " 45001n' 1815 PSF 90.7 PS7 1815 PSF 90.7 PSF 1815 PSF 90.7 PSF 179.1 PSF 89.5 PSF 167.8 PSF 83.9 PSF 153.6 PSF 76.9 PSF 139.8 PSF 69.9 PSF 128.1 PSF 64.0 PSF 439.20 Le -Fr 437.1 LB 1249.0 L8 1053.0 LB 24 " 153.6 PSF 76.8 PSF 153.6 75F 76.8 P5P 134.4 PSF 67.2 PSF 134.4 PSF 672 PSF 115.2 PSF 574 PSF 115.2 PSF 57,6 PSF 96.0 PSF 48.0 PSF 96,0 PSF 48.0 PSF 383,50 L3 -FT 300,0 LB 976.0 LB 885.1 LB 30 " 11E0 PSF 58.0 PSF 116.0 PSF 58.0 PSF 101.5 PSF 50.7 PSF 101.5 PSF 50.7 PSF 87.0 PSF 43.5 PSF 87.0 PSF 433 PSF 72.5 PSF 36.2 PSF 72.5 PSF 36.2 PSF 350.10 L3 -FT 226.6 LB 824.5 (B 792.319 18 " 36 " 648010 116.2 (155.4) PSP 77.7 P57 116.2 (139.7) PSF 899 PSF 116,2 (136) PSF 58.0 PSF 116,2 (122,3) PSF 61.1 PSF 1162 (116.5)125F 582 PSF 104,9 PSF 52.4 PSF 97.1 PS7 48.5 PSF 57.5 PSF 43.7 PSF 439.20 LB -FT 437.1 1.8 1341.118 1140.4 LB 24 " 106.6 PSF 53.3 PSF 106.6 PSF 53.3 PSF 93.3 PSF 46.6 PSF 933 PSF 46,6 PSF 80.0 PSF 40.0 PSF 80.0 PSF 40.0 PSF 66.6 PSF 33.3 PSF 66.6 PSF 33.3 PSF 383.50 18-11' 300.0 LB 1036.0 LB 945.1 LB 30 " 80.5 PSF 402 PSF 605 751' 40.2 PSF 703 PSF 35.2 PSF 70.5 PSF 35.2 PSF 60.4 PSF 30.2 PSI, 60.4 PSF 30.2 PSF 50.3 PSF 25.1 PSF 50.3 PSF 25.1 PSF 350.10113-F7' 226,6 LB 869.9 LB 637.6 LB 18 " 42 " 8820 In' 79.1 (114.1) PSF 57.0 PSF 79,1 (101) PSF 50.5 PSF 79,1 (99.9) PS7 49.9 PSF 79.1 (88.4) PSF 44.2 PSF 79.1 (85.6) PSF 42.8 PSF 75.8 PSF 97.9 PSF 71.3 PSF 35.6 PSF 632 PSF 314 PSF 439.20 LB -FT 437.1 LB 1428.5 LB 1227.9 1.8 24 " 78.3 PSF 39.1 PSF 78,3 PSF 39.1 PSF 68.5 PSF 34.2 PSF 68.5 PSF 34.2 PSF 58.7 PSF 29.3 PSF 58.7 psi. 29.3 PSF 48.9 PSF 24.4 PSF 464 751' 24.4 PSF 383.50 LB -FT 300,0 LB 1096.0 L8 1005.1 LB 30 " 59.2 PSF 29.6 PSF 59.2 PSF 29.6 PSF 510 PSF 25.9 PSF 519 75F 25.9 PSF 44,4 PSF 22.2 PSF 44.4 PSF 22.2 PSF 37,0 P5F 18.5 PSF 37.0 PSF 18.5 PSF 350.10 L3 -FT 226.6 LB 915.215 883,0 LB Y 0 33 m 0 w 0. 0, a W TT a'T± COPYRIGHT 86381EERIMG WREN 15-2476 SCALE: NTS 1 PAGE DEESCRIPTIONt COVER SHEET d/ �• • • • • • • • • • • • • • • • •• • • • • • • • •. • Sfp f X39 1)* ,0 triJJtJ1)11100(11(`t r g e1 S'519 818'176 in W95-4 14-91 OT'05E 415d O'4£ AS4 OILdSd 0'LE 353 0'4L du SSS AU (ITT) 1'64 dSd 5'55 dSd (ill) IV. OE oa 819'4E6 816'8601 91 0005 13-9105'585 454 6'94 iSd (61.6) V6( 45d 614 4S4 (5 L6) TV du I'51 354 tE'94T) 965 dSd 1155 dSd (E'91T)1'61 OA 49L0 . 54 .. 45 81 Y0901 914 t541 91 9554 14-91 056E* 454 159 .154 (5'95T) 164 45d E•TL d5d (5741) T'62 ASd S'EL dSd (5'941)1'63 1Sd T'EL 359 (E'94T) T1L . et S 133+45 a3A00 wit 'DLL 91 S9L9 619955 14-91101 105E 454 COS dSd 0001 454 E'OS 454 COOT .1541 5'55 45d (1181)1' 951 dSd SIL 4Sd It151JZ'91t . DE 1112213H anon 53Lta liOH3NV 'Z 919'558 9157401 610"000 1!-9105'£85 d5d 9'99 dSd (51£51) L'9tT 354 9.99 dad (515£1) Z'91L dSd 0'001 dsd (5'961) Z'9t1 ,154 O'OOT dSd (1'961) 591t ell 9.65; .95 ., 4Z :NOLLdINJS a79Vd 1104 31n(HH3S 210H3NY 33943113.1394 e1 6'5505 81654£1 8157E4 1.1-91 05'654 454 S" Le .134 WU-I) 2911 AU T'16 454 (Z%ST) 5515 dSd O'DOT 45d (T161) 2911 434 0'001 4Sd WSW 5.911 ,. 8 =paid 014110• paid meiim - 1 9194 :� •N0111(xn9IIN03 H )Ya 1103 V311V 91 111,54. 91 4118 61 99Z5 4.4-910t•OSE .15d 515 450 0154E 954 515 45d 0541 dSd L'06 45d S't8t 454 5'06 3545191 ., DE Le 9LtZ-S 1 33Y1319YMol1Y wnwlxvw ail 819.955 614'456 919'695 L4-91 05.195 45d 5.06 4S4 S'I9t ass CO6 dSd 51191 33d CO6 15d 5781 454 CO6 354 5181 zul 006 „ DE .P5 NYH1 SS T1 210 01 -mita 311 TIYHS 91 I'E99 91 5719 919'E95 LA -9106'49Z_ 4541'06 .150 5781 3Sd L'06 AU 5'591 d5d L'06 454 5'195 d5d C06 459 5'T91 .91 YjlQ t10[jIJIdX3 SS31e9 DNIVENON3 JN0Q (#X) YaxV 33V4 03141113/43 wnwIxVw 1 815'409 81 C'899 910105 44.81 06.805 450 0001 d5d 0'005 dad 0'00T dSd 0'005 dsd 0.001 454 won dSd 0'005 45d 0.005 .Of 6 �QZ/��% �0 114 1x=1 yy$$ • iMibIllm �5 � ill3SV9•XYW j• R � 1 P aggp v v a 915'525 814'909 910'002 LJ -9109'555 AU WWI 354 0'00Z dSd 0'005 454 D'OOZ 354 0'00115d 0'007 dSd 0'001 dsd 0105 zul 9L5 .. 45 . 1.5` ON ON - S31C?N 37/1a3H�S e15•L44 91 C'855 91 0'005 149106.005 84 0'001 4Sd 0.002 4Sd 0'005 .1 0'01)5450 O•o0T 4Sd 0.007 dsd OroOL 95.1 0105„ gL 1,0'1090-91 •ppoo 6ulpip+g A n -7 NJrS3o (�) AJt)lYa3' w3.117.111 (A) 5434-15 {01)1398014 101181 318VMOI1V318vM0TlV x414 06011663M 1(1'11 143.411 394460714319YM011V x414 oval lvvaivot XVW .451.111 318YM011V319YMO11Y x414 arm l6feln XVW .4TIdn 37946011431BVM0TiV x414 OE)11Y1151 1 XVW.14`35-JF1 6354 limn 114113+4tl3SiA1�215.3115055 1pNOld 1411 4i W► Bu( jduioa ss 0549 1064 35Y8 •XVW 3SV9 •XVH E 1!0 s 5451 noHONY 41101 :3dA.U0HONY E YO Z adAl94010944 4401 :90AL110HJNY 30Y4 XYW NV9W�'3 °NY2S 53144944 Z ; raw., XVW OLLVa 34466.1 S3W1163 E : Y921Y 01 awn 35V4 XVW XVw £-Z) AlI1NtlA 3842!3 `(eufb9Lt - zu19L9) 1/4 HDV3 XVw :+41.138 QNtl1S WAWININ ..0E IJI r°�WV213 MM!! IllgRgg g 910'£88 915'056 919'95Z 14-0101'055 454 5'81 453 015E .194 5185 AU 9LE dSd L"LZ 454 5'55 dSd L'LZ dSd 553354 015E 494 0'45 dSd 015E 354 0'45 dSd 7'94 dSd (5'711) 1'65 354 7'94 354 (576) V616L .. OE 81 111)(15 81 1.5011 910'00£ 1.1-97 03.595 454 V45 454 6'84 494 445 354 8'B} 453 L' d5d 4105 454 C95 dSd Y£L 45d 6.94 dad (6'16) T'6L .1541 6.94 4Sd -56'56) 1'61 d5d 5.9 d5d (41511 t'61 dSd 5.19 450 (4'551)165 eul 9555 .. 54 .. 45 916'5751 91 47541 97 1254 14-91071654 d54 475 dSd 2'59 45d 9155 351 311 454 9"54 450 (5461 5'61 454 51S 35d (5053 1'65 434 T'E9 454 (5951) 1.64 dSd E75 454 (C541)1'64 354 I'£L 48d (5'941) 1'64 454 1'E1 45e1(514T) 165 ., 91 1111 „ ►s 6 s a• X 8.694 $ S as % S v v 919'5£9 910'559 919'977 .L -1-9101105E 454 L'S1 434 508 d5d 152 d5d £'OS 45d CLE 454 55L 45d CLE 15.15'51 Z4 905 454 LOOT 45d 505 360 LOOT d5d 6.79 ISA (6'571) V91( .154 619 454 (6111) 5'915 .0f 91 1'546 81 1.1401 810'005 14-91 OS'E8E d5d ere 354 999 454 £'6E 45d 9'99 35d 0'05 dS0 0'005 45d 0.05 454 0.005 dsd 9'99 39315'551) 5111 ad 9.99 Asa (rem 5'911 354 vet) 354 (9.991)1911 434 C'C9 d5d (9'991) 591T z015655 ..9E . 45 • • 914'0415 616•54E1 911554 14-91 05'6E4 354 5'£4 454 559 45d 594 454 946 454 5.59 354 (1E1) 5'911 354 8175 45472'5411 Z911 354 5•59 35d (9'45I) 5'951 dsd 1'46 35. (5I61)5911 45d 900! dSd (1'861) z'95t' dSd 0'001 45d (5161) 5915 . et • •; • •AIUNINUM.A%C STAND •HAIL COMPLAINT • ••: -M!AP11 ¥LCH, INC 3611. NW 74Th STREET .. • • ••• MLI, FR, 33147 P 1dNE:005) 6/1-70Z4 PAX: (305) 693-6125 0 •81 5765 -'" 91 9118 819'955 13.91 0905E 354 5'9E 350 574 .150 595 45d 571 354 4'45 dSd 9.901 45d 4.4S 454 9.801 .150 571 d5d WWI 45d 524 Sad 0.541 45d 906 d5.15 T81 dSd 9.06 334 5191 .OE 91 1'529 91 1556 910'005 14-81 05195 45d 014 95.1 016 450 014 954 0.96 35d 075 350 0'441 354 074 dSd 01,4T Si 116 45d 3185 dSd L16 .1541 5781 354 CO6 05d 5191 454 CO6 dSd 5.81 z14 0081 ,. Of .. 45 •91 01501 91 25451 91 1.154 14-9105654 454 0'49 084 9871 454 6.69 .4541 8'651 dad 1'06 dSd 5.181 35d CO6 354 3191 d541 C•06 45d 57111 354 5.06 954 5381 494 CO6 454 5781 454 £06 .54 9181 „ e1 • :910'141 91 E'BLL 8199ZZ 14-9101'055 dSd 995 454 E111 454 9.95 354 5.511 .154 0.58 454 0'041 33d 0.59 45d 0111 354 O.00T 45d 0.002 350 O'OOS 450 0.005 354 0'001 45d 0'005 dSd 0'001 434 01/05 ,. 0E 910559 919'106 9101X15 1d -81105158E 354 0'34 450 0"051 354 054 454 0151 350 01101 450 0.005 45d 0.001 454 0'005 45d 0'005 454 0907 Si O.00I 3Sd 0.0O5 4354 0001 45d 0.005 454 0.001 490 0.005 01 5511 „ *5 . 45 • • 910'568 91 5.1901 910.004 13-9108704 354 0.001 454 0005 450 D'DO1 AS4 0905 454 0'001 354 0.005 45d 0105 350 0'005 d5d 0.001 350 0'005 350 01105 45d 0.005 450 0'005 354 0.005 454 0'001 354 0105 „ 81 • . • • • CO) ,,,unoFo •95691(614 W 1411411 (A) imam (w) ir9woW 1411411 31604.01160V017Y1HlVT XVW 379YMOY XV 11W 1..111411 318660714 XVW OVdi!41!3141 319VMEMV XYW 3.11!.111 3l6YMOTfY XVW 0vdl � 3190M011V XVW 3011011 318YMO7TI XVW Ov01 � 319VMOTIY )(VW Law 3196MOTIV XVW 14017143141 0401 918YM0T10 xvw 319060714 XVW 00011Va31Vl 319VM0nv XVw 3.15!.111 31eYMOTIV )(VW 0YOl7Ya31Y1 31BVM071Y XYW !.11!.111 318YM071V XVW 0tl07 �� 318YM011Y XVW V3aY 5493114 am 1+4913+4 • • 9549 7414 5568 'X414 awe 'X414 E 60 5 3461 S80147446 460 1 9d,1 601.3144 E 110 5 :9.15138095X44 i 110 5 30L 11090144 E 110 5 3051 S5l03131V 4 80 I 13451 80+43944 5 110 Z a40.158047416 4110 1 1391110HONV 3 )V4 OW 14944 111317 Q3fY15 • • • 53WYJ1)Z : Y684 3044 X104 5614611.4 E : 410/9744 XVW 01145 31444 0.1 lawn 5341/114 4 : VAN 6:1144 XVW 3314664 5 : VAN 3.)43 XVN xvw •' .. • 150+4 HUM MHO NO1iLYDL41666311f1L1(11115 3511 Kw NOILY4-4 0411 234SN41Lt 0401 (S3WV213 2-Z) Ai.ILNVAb 3144213 `(su18ZSS - zulZStt) V321V 9341 XVW 1Hld3a GNVLS NAWINIW ..OS . 910.599 91 1'816 81 9152 14-9101'056 450 511 454 0'15 35d 51f1 354 0'15 ASA 9.47 45d 5'64 453 9.45 354 5.64 95d 910E dSd 979 354 90E 384 979 354 0'LE 359 0.45 dSd 0.5E .15d 0145 .0£ 815/5001 216'8601 91 0100E 14-810558E 354 4'4Z 45d 6'94 454 4'45 4554 611, 45d 97E 454 5.59 d5d 915E 454 5'59 35d 8.04 354 (919)114 354 904 454 (978) 165 45d 6.64 dSd (61.6)1-64 954 6.94 45a(6'L61 1. AL zI4 7655 .. 54 ,. 45 916'5552 81 411E17 91 5554 14-9105654 45d 935 3541 5'59 d5d 915 4541 E•11 45d 124 d5d (5'48) 965 454 954 dad Cvs6)1'64 45d 9755 45d (5901) 1'64 450 465 dSd (6 OTT) 5'61 4 .154 1•E9 4sd (5971)1'65 45.15I1 95d (1741) 1"65 •, 91 919'558 ill 4'ZL9 916955 1A-910115£ dSd 115 45d 5'03 dad 115 454 COS 354 515E 354 5.19 45d WEE d5d 119 354 6'I4 954 619 454 674 dSd WEB 4Sd £'OS d5d COOT dSd 5'03 Si 0001 .. OE 911'546 81 09501 910.00E 1.1-8105'595 45d 555 454 9'99 454 51E 45d 9.99 45d 4.44 954 619 AS4 914 dSd 6119 154 5.55 454 1717 454 5"55 454 5151 954 959 dSd (55E1) 5911 354 9'99 45d (0105) 5951 cul 889E ,, 9E . *5 814'0411 91 6.54£1 811•[£4 id -8105654 ASd 5'E4 454 912 454 Seo dSd 516 dSd 595 39d (5'955) 5.955 95d 519 354 (9655) 5'911 354 571 454 (5.543) 1951 354 6'09 950 (6191)5'955 354 E•L9 354 (9141) 5.911 454 1.56 054 (5.461) 591* . 91 91 E161 914578 619'955 14-6105'055 95d 595 45d 524 d54 595 450 5174 454 584 454 4'96 45d 5"84 45414'96 Si 909 .154 WOLI 354 4.09 354 9.055 454 525 354 0541 45d 974 dSd 0"145 ..0E 91 1192 91 9116 910'005 14-0105.585 954 07t4 45d 096 95d 0134 454 0.96 45d 0'49 Arad 0151 dSd 0.49 450 095! 354 0.09 95d 0091 dSd 0.08 354 01)91 dSd 5'06 354 5191 dSd 516 454 5'18I zu! 0045 . OE ,. 45 9105505 915'5051 81 17E4 13.81 056E4 450 019 dSd 1951 45d 669 45d 6651 354 E•59 350 9105! 45d 116 454 578T 35d 1'06 dSd 8181 • 354 5.06 354 3781 354 516 454 5.581 454 L'06 354 5'191 .8t 81 O'LiL 91 WELL e19'955 1.4-9101.05E 45d 9.95 dSd 5111 45d 915 454 5151 454 555 dSd 5781 454 515 45d 1751 dSd 446 45d 9195 dSd 116 354 9191 95d 0•00t 359 0.005 454 0'001 350 01105 . OE 910.559 911'516 91 0'005 1A-8105196 43d 0155 Ad 0151 dSd 011 954 0.051 4154 0'061 450 0005 380 0'005 354 0'005 .454 0005 dSd 0'005 AU 090I AS4 0'005 95d 0'001 454 0'005 350 0101 454 0'005 OA 9551 .45 .45 910'969 915'4501 910.004 14.9109104 454 0'06I 450 0'005 dSd 07101 415.1 0102 d5d 0.001 dSd 0'005 454 0005 454 01)05 450 0001 454 0905 45d 0101 354 0'005 454 0.005 45d 0'005 AU 0.001 454 0'005 .. 91 AMMO (1) .5+01.111 (A) vms (14)116140.4 )4 Idfl1311411 319460114 VW av011V191Y'1 3180M071V VIVA 319VM0T1Y XVW 06011663161 319VMOTlY OW .11.2101ri 319YMOTIO XVW 3.1!1.111 C4017Y(61Y1 318460194 X041 378YMO'7'1V XVW 06011Ya3141 318460714 X014 1dLldo 319YMOnv XY w OVO17W3Ivl 1.4lldn 3191/60116 318060116 XYw XYW 0601 'Will/ 319YMOT14 XVW 1.21dn 179060774 XVII 1V1 0Vo1131Y1 BTBYMOTIV XYN 1411411 31eVM0'1'T' XYw OV011Va31Y1 31e0MOT1V XVw YaaY 04513H(7) awn 1H9HH 3548 10,14 3548 104 3569 'XYW 354^8 'XVW £ W0 5 :945151101066 9 401 :3451404-13944 5 1)0 5 :34518801CI944 r 60 :9.15111090944 5110 5 945.1511017N1Y i W01 :9461 14314241, E 60 Z 9451 SVOH.7N4 4 NO I :3.1411)0+47944 3344 1(441 NY'SW MID OmvLS 1' ENGINEERI '�~- ¥'* �`"� ..............EXPRESS • ��, Cy. .:,,' CORPORATE OFFICE: IV Y' 160 SW 12th AVE, SUI7Z6' r'r W '�." ° , DEERFIELD BEACH, FL 3x442 +b 9 '" P: (954) 354.0660 F; (954) 35404 _ , E: HEU.00ENGINEERINGEXPRESSC ENGINEERINGEXPRESS.CON • ) CERT OF AUFH *9885 3J ..F "'. 'O J� SAWV13 f : 49114 KM VOW S61.16644 : 4944 60V4 )5614 0114a 3WVad 538494.15: V3a4 3544 XVW al 1540 53w4114 9 193W 3344 XVW XVw ASNONOLLVO UIa3A311nL'1fM1S 1.50141411/6 35111103 901141440341 18424V810401 (S3WV2U1 9-S) A1,I1Ntlnb 311VI13 `izu!Z6ZS -- su!BZLT yaw 33V3 XVW :H1d30 QNVJS WANINIH ..0£ 910'E8* 914'916 919'925 14.9101'051 450 391 35d 0.45 Si 9.91 454 O'LE 454 152 dSd 594 45d 1'55 95d 594 354 5'55 93d 5•55 354 5'12 dSd 555 45d 5'55 454 5'49 354 550 Si C49 . OE 97 95001 81 515601 910'005 14-9108'595 354'4'45 434 6.94 454 4345 954 6.94 454 91C 45d 579 dSd 9'05 4Sd 519 354 1'9E 354 YEL 45d 515 454 4105 954 974 AS4 (1111 T'64 154274 994 (5.58)1'64 OA 9504 .. 54 .45 216'LLZL 91 9'6541 811'!54 1A -e1 05.654 dSd 975 dSd 519 354 9'55 dSd CTC 454 Y6£ 45d 6'0L 450 9'44 dSd (Z'601'64 354 5.54 95411/16)114 954 5.55 35d (401)1'64 450 5'55 494 (4.011) i'6L ` d5d 9'59 450 (6451) 5'65 .. 81 919108 9l 1'TL9 919955 J4-81 0T'055 354 1'85 450 5105 454 Tose 454 5'03 d5d 4.15 354 6'59 45d 475 35d 679 33d 5150 45d 554 45d L'55 454 585 354 014 dSd 5.99 450 0'44 3541.89 . OE 915546 (35.5561 910105 ...1-9105185 45415'55 Ad 999 dSd E'E5 459 699 35d 974 454 5159 45d 9.14 dSd 558 450 0'05 454 0.001 d5d 0'05 354 0'001 dSd 5e5 954 (9955) 795; 954 5.95 454 (9.91*) 5'9tr eul 4915 .. 9E .. 45 914'0415 81 57451 91 1'L£4 11-01 051E4 954 5'E4 954 370 954 584 4591'56 45d 91.3 354 5601 450 509 454 (4.55) 5911 AS4 S'59 454 (105) 5'955 454 9175 d5d (4514) 5'95r 450 995 44 (9255) 5911 354 0.59 459 (011) 5'951 ,. e1 915765 67 9558 819912 13$105955 354 5'95 454 575 454 595 494 974 354 5.54 45d 9.06 453 554 dSd 9'06 354 445 45d 91301 954 4.45 454 0805 354 4'19 354 6951 454 4'E9 45d 6'95I ,. OE 811'588 el 27.16 910'000 1.177610558E AS4 0114 dSd 0'96 454 0.84 35d 096 Si 0.09 954 0.071 dSd 0'09 45d 0'051 4Sd OIL 45d 0.445 45d 0'51 35d 0'441 dSd 0.48 354 01191 454 0'48 454 01195 zuI 009£ ., 0E .45 810.6505 81 1'6451 611'554 14-9105'6E4 454 0.19 950 5'871 454 6.69 dSd 9'655 45d 908 354 0'091 45d 4'59 45d 9.451 454 L'06 454 5185 354 CO6 450 5795 35d 5'06 450 5185 95d 5.06 430 5785 .8I 910.444 914'094 819'955 .44-91 Ot'OSC AU 9'95 dSd VETT d5d 915 45d E'6I5 454 905 330 974T dSd PDL 950 9.141 454 090 dSd O'OLT dSd 098 454 MOLT 454 1'66 453E161 45d 566 354 5161 .. OE 97 0158 91 9556 97 0100E 13-9105•085 AU 031 ad O'OST 454 0'85 i5d 0.0ST 454 CE6 450 5785 354 L16 454 5'595 454 O'00! 454 WOOL 454 O.00T 45d 0'005 450 0'001 45d 0.005 dSd 0'001 350 0'005 z+4 4055 .45 . 45 810 568 81 51501 el 0•001 J4-91 09'104 454 D'001 454 0905 450 0'005 354 0005 dSd 0101 494 0170E Sao 0001 Si 0'005 454 0'00I dS0 01105 9541 0905 454 0205 d5d 0'001 354 0'005 AU 0005 350 0"00Z .95 1411411 ovar a uv1 141411 ovailVa31v1OY011Va31Yi 141140 1411d11 0601 16661.1f1 131'1.111 OV011Va31v1 1iI1dn 0401 14431.41 lilldn 0601 16161111 )417411 GYM 1663141 (0) 5515459 W 1.1['1.111 (A) 543+45 (W) 3.3814014 319060716 XYW 319YM071Y XVW 319YMOTIV X414 316VMOTIY xvW 316.1'60114. X414 319vMOT16 XYW 319060111119 X414 3196M0116 XYW 94MOT1V X4,14 316VMOTK )(VW 318440714 X414 318460114 XVI4 91606011V X414 3'186/60716 X64 3196610116 X414 819060/1/ XVII NEIN 11943 141`351+4 3548 '1(414 95V910414 9569 7614 3568 1014 E 110 5 :30515a0H7944 4 80 1 :345.1909084 5 WO 5 :34.41 S110Ho4Y 4130 t :3.1511101014 5110 5 9.151.5a0H3NY 4110 I :3.1411014 944 5 110 L 5.151511090NY 4 110 1 3451 a014�34 3743 XVW NV3W 116310 ONV � 814 534 4 TY34'4 3364 X48 54444114 5 t Y3aV $/4-XYW 01148 38494 56141/1 d 9 : Vat/ 0110411 XYW a3 STIWYL : YSUY 374 XVW > 63 bc,}44160 NOIlYJ)dta3h 3a111zf1111S 4-15135 3511 1103 3IIlVW1l04NI a31SNvat 0401 (s3wvg3 L -b) A1LLNYAb 3144213 `(su19SOL - 5u140SZ) V32IV 33W XVW :H.Ld30 QNVIS wnWINIW .AE C1911NILNOD ]1f1CJJHDS NJISJG aNd1S 11a1& • • • • • •• • • • • • • g 133HS13A00 :NO1.10/T43S310 9SVd SIN ralV]S 9Lt7Z-ST 9638.1.3 OIR83NpN3JH0110.d00 011 411 1111 gin A Co r en r -m eA R p p •v. ••: • • •• �j • T z• 8 '0 mis ZI 2z 3 1 j • • • ••• • • • 1 ••l • •l • • m• XID 0• t1.•W A•. ✓ Ch Z r �. `j3 ▪ z Fy• o . `• d • V • 4' rrt W=n • y 10--1 a% z `° SIM Ali • 1019@03;onpot 610Z/6140 •pea uopluldx3 10'1o90'91 'ON -VON •P03 6411PU118 eP11O14 1471131* oulAidwoo s• clammy ionaoad- �i w , • (T)LI030('1V1 m RI mx cn m Ica (1 mm.„ r NO �I)6AE't0 g oma rn a§ 1$43-' t(0111o d I ". 11. M mm 0 b `'N Xw .... �� ^s., i 1, e''tJpl!lf9 4;164144111; 3( • • • • • • • • •• • 91 Z'0*8 01 Z'S06 81 Z191 14-91 01165 454 E'TZ 353 9'14 45d CU 453 054 45d 611 46d 0E9 45d 016 .150 019 450 911r 45d 1'68 463 974 454159 463 6'15 AU (9'901) 528 454 E'E5 354 (9'905) 599 el 925E . L4 .. O£ 915'056 91 91905 81 Y$$E 14.8106'££* 45d 1'81 453 /IS dSd rel 4Sd 2'95 d5d 57* 45d £1,8 354 T SP 454 E'*9 dSd 19S 353 (*75U 5'99 dSd 59S 45d CFZTU 5'99 ASd 50L dSd (5'044) 599 494 Z'0L 454 (5041) 599 .. P6 9T ZOLOT 91 E'SO1I 81 WED L3-9109954 453 VEE 454 299 45d WLE dSd CSL dSd 5.64 484 (5.66) 599 353 695 9S3 (95£11) 5'99 454 0'99 454 (551£1) 5'99 453 1551 45d (4555) 5'99 4Sd 529 4Sd (591) 6.91 Asd 946 353 (P291) 598 .. II 9lL'966 91 L198 916'196 14-95101586E dSd W61 dSd 095 15.1 0'61 49d 195 350 5E4 .164 0518 353 5'£► ASd 0518 ASd 0115 45d 9951 :)5d 0'95 460 0911 454 vu. iSd (1'514) 9Zt 353 S'ZL iSd (1501) 9ZT 01 1651 • 9£ .. OE 8l 1268 81 Z1.L0T 91444E 13-91 06'EE4 dSd 196 35d S9L 454 121E 360 S'9L isd 415 AS4 B'*11 35d *LS ASd 9'4T1 353 S9L dSd (£5T) 9ZT Aso SVC 35d (655) 961 dSd 9'56 ASA (5165) 915 ad 916 454 (£185) 961 „0Z 9150006 51 05611 919294 11.01 05960 45d C54 453 416 .50 5'55 46d 5501 453 469 dSd (6'955) 965 353 E -CL 453 (91965) 911 isd 216 dSd (4281) 911 4Sd W005 OSSd (005) 911 45d 0001 354 (006) 911 451000; 354 (002) 961 .85 91 Z'£SL 916'569 9l 1596 14-910596E 4541'T* 454 ST9 dSd PI, 45d 519 45d 929 454 E'5Z1 dSd 979 49.1E511 dSd 5£9 354 T'L95 353 S'18 353 T791 394 CO6 454 5194 45d CO6 ASd 5191 Oil 0095 „ OE „ OE 916559 918'096 010*►£ 4A-01 062E* 35d TIS dSd Z'0IT 454155 4901011 4Sd 929 dSd 5'995 453 979 453 6'591 dSd C06 dSd 5191 45d C06 dSd 9191 dSd 1'06 dSd 5181 453 C'06 150 5191 . *Z 919'166 8154E15 919'£94 13-8109'850 AS0 999 AS4 95651 4541'K 4Sd *901 95d C06 9645191 354 4536 dSd 5'581 453 L'06 454 6591 3Sd L'06 45.1 5195 45d C06 .4Sd 5181 AS4 CO6 46d TM . 91 919'601 919'991 91 6196 13-91 ()TIM 653ASd 119 054 9'011 454 559 45d 95061 45d 626 453 0561 353 6'16 dSd 8'561 4S4 01305 4Sd 0006 45d 0005 35d 0'002 ASI 5005 353 05306 354 5001 454 0006 col /SIT „ 01 .. DE 116'LL1 916569 91 4441 14-51 062E1, 35d 199 05d MT 454 698 dSd 1111 35d 0001 364 0002 45d 0'001 .54 0006 3510.001 354 0001 464 0001 334 0001 dSd 0'001 0S4 0001 453 5006 45d 0006 „ 46 916'941 91 8'016 010'004 13-91 09565 95d 0001 dSd 0006 354 07105 454 0001 4S4 0004 354 0006 dSd 0001 354 0006 dSd 0-001 4Sd 0001 dSd 0'o01 dSd 0006 458 0001 45d 0'001 35d 01)01 454 0'006 .. 91 (3) AIIAM 1558 5(04 W 131130 3559 'XYN (A) 1153145 3S59 'XVW (H)1N3WOW 0550 'XVW 14114(1 3195080108 XVIIIXVII OVOI15113151 319VMOTIY %VW 1411411 919VM0TW OVOIlVtelV1 318YMOTIV XVII 1111311 3'I8VM0(1Y XVW OVOI1Y1Ell.l 919YMOTIV XVW IAMB 3191,19079/ *VW 0/017593191 3110MOTIV XVW 1451311 9194080114 XVW 0401151E1W 319VM011VXYW 1311311 319YMOTIY XVW 0501 1582151 3185080715 XVW 11113(1 318YMO71V XVII 05011V831Y1 319VMOTIY OW ),311311 319tlM011V XVW 0501TR61V1 3194M0T1V MI V312/11N(1 3359 XVW 8531.4 % PRODUCT REVISED as complying wlh the Florida B uilding Code NOA-No. 16-0601.01 Explratlon ' ' 01/15/2019 BY Mi fr a act Control "HD" STAND DESIGN SCHEDULE CONTINUED 36" MINIMUM STAND DEPTH: MAX FACE AREA (576in2 - 17641*=), FRAME QUANTITY (2-3 FRAMES LOAD TRANSFER INFORMATION FOR USE WITH Hos( STRUCTURE VERIFICATION ONLY STAND CLEAR HEIGHT MAX MEAN HEIGHT MAX FACE AREA MAX FACE; UNIT TO PRAMS 3 FRAMES RATIO MAX FACE AREA : 2 FRAMES MAX. BASE MOMENT (M) MAX. BASE SHEAR (V) MAX, BASE UPLIFT (T) MAX, BASE GRAVITY (C) ANCHOR TYPE: 1 OR 4 ANCHOR TYPE: 1 OR 3 ANO40R TYPE: 1 OR 4 ANCHOR TYPE: 2 OR 3 MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOA MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD NAX ALLOWABLE UPLIFT 18 " 24 " 576 ha 200.0 PSF 100,0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 95F 100.0 PSF 197.80 LB -FT 200.0 L8 455.414 374.1 L8 24 " 200.0 PSF 100,0 PSF 200.0 PSF 100.0 PSF 100.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 251.90 LS -PT 200.0 LB 522.0 LB 440.8 1.5 30 " 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 2004 PSF 100.0 PSF 304.8015 -FT 200.0 LB 588.716 507.5 LB 18 " 30" 9001n1 181.5 PSF 90-7 PSF 181.5 PSF 90.7 PSF 101.5 PSF 90.7 PSF 1815 PSP 90.7 PSF 280,50 LB -FT 283.61.5 . 697.8 LB 549.7 LB 24" 181.5 PSF 90.7 PSF 181.5 PSF 90.7 PSF 181.5 PSF 90.7 95F 181.5 PS? 90.7 PSF 357.301547 283.6 L5 792.4 LB 644.2 LB 30 " 181.5 PSF 90.7 PSP 181.5 PSF 90.7 PSF 167.1 PSF 83.5 PSF 167.1 PSF 83.5 PSF 398.10 LB -FT 261.2 LS 815.9 LB 685.7 LB 18 " 36 " 1296 Ina 126 (200) PSF 100.0 PSF 126 (200) PSF 100.0 PSF 126 (700) PSF 100.0 PSF 126 (182.4) PSP 91.2 PSF 445,10 11341' 450.0 LB 1108.7 LB 907.5 LB 24 " 126 (200) 95F 100.0 PSF 126 (209)PSF 100.0 PSF 126 (1331 PSF 76.5 PSF 126 (1531 PSF 76.5 PSF 433.90 LB -FT 344,4 LB 1022.0 LB 825.2 LB 30 " 126 (174,11 PSF 87.0 PSP 126 (174.1) PSF 87.0 PSF 116.0 PSF 58.0 PSF 116.0 PSF 58.0 PSF 398.10 LB -FT 261.2 L5 5632 LB 729.2 LB 18 " 42 " 1764 Ina 56.5 (168.4) 95F 95.7 PSF 56.5 (168.4) PSF 98.7 PSF 66.5 (151.4) PSF 75.7 96F 86.5 (132.2) PSF 66.0 PSF 45680 L8 -FT 463.8 L5 1303.0 LB 1010.7 LB 24 " 86.5 (168,4) PSF 84.3 15F 865 (168.41 95F 04.3 PSF 865 (112.4) PSF 56.2 PSF 86S (1144) PSF 562 P5F 433.90 1.547 344.4 LB 1083.1 LB 652.6 LB 30 " 66,5 (127.91 PSF 63.9 PSF 86.5 (127.9) 95F 63.9 PSF 85.2 954 42.6 PSF 85.2 PSF 42.6 PSF 398.10 L8 -FT 2612 LB 906.7 LB 772.7 LB 42" MINIMUM STAND DEPTH: MAX FACE AREA (28801n2 - 88201n2), FRAME QUANTITY (5-8 FRAMES DESIGN SCHEDULE NOTES: '3.t 11 rn x•••�+ �++ 1. MAXIMUM CALCULATED FACE AREA j', SHALL BE EQUAL TO OR LESS THAN THE MAXIMUM ALLOWABLE FACE AREA FOR EACH CONFIGURATION. 2. REFERENCE ANCHOR SCHEDULE FOR ANCHOR TYPES LISTED HEREIN. LOAD TRANSFER INFORMATION FOR USE WITH HOST STRUCTURE VERIFICATION ONLY STAND CLFML HQGMT MAX MEAN UNIT MEIGFIT MAX FACE ARF* MAX FACE AREA : 0 FRAMES (MIT TO FRAME MAX FACE AREA : 7 FRAMES RATIO MAX FACE AREA : 6 FRAMES MAX FACT: AREA : 5 FRAMES MAX, BASE MOMENT (M) MAIL BASE "Mit (V) MAX. BASE UPLIFT (7) MAX. BASE GRAVITY (C) ANCHOR TYPE: 1 OR 4 ANCHORS TYPE 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE; 2 0R 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE 2 OR 3 ANCHOR PIPE: 4 TY: 1 CHO ANCHORS TYPE 2 OR 3 MAX ALLOWABLE LATERAL LOADUPLIFTLATERAL MAX ALLOWABLE MAX ALLOWABLE LOAD MAX ALLOWABLE UPLIFT •MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALlOWA1LLE LATERAL LOAD MAX . ALLOWABLE UPLIS. MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LOAD MAX ALLOWABLE UPLIFTLATERAL UPLIFT MAX ALLOWABLE LOAD FLAX A11OWAILLE UPLIFT 18 " 24 " 2880 Yia 200,0 854 100,0 PSF 200.0 PSF 3.00.0 PSF 200.0 95F 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 951, 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSP 100.0 PSF 405.90 LB -FT 400.0 LB 806.0 L8 643.513 24 " 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PS? 100.0 PSF 177.7 PSF 88.8 PSF 177.7 PSF 884 PSF 458.80 LB -FT 355.5 LB 815.5 LB 688.6 L8 30 " 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 189.5 PSF 94.7 PSP 189.5 PSF 94.7 95F 162.4 95P 51.2 PSF 162.4 PSF 81.2 PSF 135.3 PSF 67.6 95F 135.3 PSF 67.6 PSF 421.90 L8 -FT 270.7 L8 699.5 L8 633.9 LB 18 " 30 " 45001*' 181.5 P9/ 90.7 PSF 181.5 P59 90.7 PSF 1815 959 90.7 PSF 161.5 PSF 90.7 PSF 173.6 PSF 86.8 PSF 162.3 PSF (ILI PSF 144.6 PSF 72.3 PSF 135.4 95F 67.7 PSF 45680 LBfT 452.1 LB 902.3 LB 774.4 LB 24 " 181.5 954 90.7 P5F 1815 P5F 90.7 PSF 159.2 PST 79.6 PSF 159.2 PSF 79.6 PSF 136.5 PSF 68.2 PSF 136.5 PSF 662 PSF 113.7 PSF 56.8 PSF 113.7 95F 56.8 95F 458.80 LB -FT 355.513 872.7 LB 739.4 LB 30 " 138,6 PSF 69.3 PSF 138.6 PSF 69.3 PSP 1213 PSF 60.6 PSF 121.3 PSF 60.6 PSF 103.9 PSF 51.9 PSF 103.9 PSF 51.9 PSF 86.6 PSF 43.3 PSF 86.6 PSF 43.3 PSF 422,90 L8 -FT 270.7 LB 740.2 LB 672.6 LB 16 " 36 " 6480 Ina 125 (160.7) PSF 80.3 PSF 126 (146,2) PSF 74.1 PSF 126 (140,6) PSF 70.3 PSF 126 (129.8) PSF 64.9 PSF 120.5 PSF 60.2 954 111.3 PSF 55.5 PSF 100.4 PSF 50.2 PSF 92.8 PSF 46.4 PSF 458.80 LB -FT 452.1 LB 1051.61.5 838,9 LB 24 " 125 (136,4) PSF 63.2 PSF 126 (126.41 PSF 632 PSF 110.6 PSF 553 PSF 110.6 PSF 55,3 PSF 94.8 PSF 47.4 P5F 94.8 PSF 47.4 PSF 79.0 PSF 39.5 PSF 79.0 PSF 39.5 PSF 458.80 LB -FT 355.5 L8 925.5 LB 790.2 LB 30 " 96.2 PSF 48.1 PSF 962 PSP 48.1 PSF 84.2 PSF 42.1 PSF 84.2 PSF 42.1 PSF 72.2 PSF 36,1 PSF 72.2 PSF 36.1 P5F 60.1 PSF 30.0 PSF 604 PSF 30.0 PSF 421.9018 -FT 270.714 7788 LB 711.3 LB 18 " 42 " 8820 Ina 92.6 (118.11 PSF 59.0 P5F 92.6 (107.51 PSF 53.7 PSF 92.6 (103.3) PSF 5L6 PSF 92.6 (94.1) P99 47.0 PSP 883 PSF 44.2 95F 80.7 PSF 40.3 PSF 73.8 PSF 36.9 PSF 67.3 PSF 33.6 PSF 458.80 L8 -FT 452.1 LB 1116.1 L8 903.5 LB 24 " 92.6 (92.8) PSF 46.4 PS? 92.6 (92,6) PSF 46.4 PSF 812 PSF 40.6 95F 61.2 PSF 40.6 PSF 69.6 95F 34.8 PSP 69.6 PSF 34.8 PSF 58.0 PSF 29.0 PSF 50.0 PSF 29.0 PSF 458.8018-97 355.5 LB 976.3 LB 840.9 LB 30" 70.7 PSF 35.3 954 70.7 PSF 35.3 PSF 61.8 PSF 30.9 PSF 618 PSF 30.9 PSF 53.0 PSF 26.5 PSF 53,0 95F 26,5 95F 44.2 PSF 22.1 PSF 44.2 PSF 22,1 PSF 421.90 LB -FE 270.7 LB 817.518 750.0 LB 42" MINIMUM STAND DEPTH: MAX FACE AREA (23041n2 - 70S61n3), FRAME QUANTITY (4-7 FRAMES LOAD TRANSFER INFORMATION FOR USE WITH HOST STRUCTURE VERIFICATION ONLY - - t - STAND CLEAR HEIGHT MAX MEAN UNIT HEIGHT MAX FACE AREA MAX FACE AREA 1 7 FRAMES UNIT TO FRAME MAX FACE AREA : 6 FRAMES RATIO MAX FACE AREA : 5 FRAMES MAX FACE AREA : 4 FRAMES MAX. BASE MOMENT (M) MAX. BASE SHEAR (V) MAX. SASE UPLIFT (T) MAX. BASE GRAVITY (C) ANCHOR TYPE: 1 OR 4 ANCHORS TYPE 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE; 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX MAX ALLOWABLE LATERAL LOA MAX D MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE ALLOWABLE UPLIFT ALLOWABLE LATERAL. LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLEMIA(AIIOWABLE LATERAL LOAD MAX ALLOWABLE Fl. LATERAL LOAD MAX ALLOWABLE UPLIFT 25 " 24" 23041*' 200.0 95F 100.0 PSF 200.0 PSF 100.0 PSF 200.0 95F 100.0 PSF 200.0 PSF 100.0 PSF 2004 PSF 100,0 PSF 200,0 PSF 100.0 PSF , 200.0 PSF 100.0 PSF 200.0 95F 100.0 PSF 405.90 LB -FT 400.0 18 806.0 LB 643.5 LB 24" 200.0 PSF 100.0 PSF 200,0 PSF 100.0 PSF 2004 PSF 100.0 PSF 200.0 PSF 100,0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 177.7 PSF 88.6 954 177.7 PSF 88.8 PSF 458.80 LB -FT 355.5 LB 815.5 L8 688.6 LB 30 " 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 P5? 100.0 PSF 169.2 PSF 84.6 95F 169.2 PSF 84.6 PSP 135.3 PSF 67.8 PSF 135.3 PSF 57.6 P51 421.9015 -FT 270.7 LB 6973 LB 633.9 L8 18 " 30 " 3600 In" 181.5 PSF 90.7 PSF 181.5 PSF 90.7 PSF 181.5 PSF 90.7 PSF 181.5 PST 90.7 PSF 180.8 PSF 90.4 P59 169.0 PSF 84.5 PSF 144.6 PSF 72.3 PSF 135.4 PSF 67.7 PSF 458.80 L5 -FT 452.118 903.0 LB 774.418 24 " 161.5 PSP 90.7 PSF 181.5 PSF 90.7 PSF 170.5 PSF 85.3 PSF 170.6 PSF 85.3 PSF 142.2 P5F 713 PSF 142,2 95F 71.1 P59 113.7 PSF 56.8 PSF 113.7 PSF 56.8 PSP 458.80 LB -FT 355.5 L8 873.6 LB 739.4 LB 30 " 1516 PSF 75.6 PSF 151.6 P51/ 75.8 951' 129.9 PS? 64.9 95F 129,9 PSF 64.9 PSF 108.3 PSF 54.1 PSF 100.3 PSF 54.1 PSF 66.6 PSF 43.3 PSF 86.6 PSF 43.3 PSF 421.90 LB -FT 270.7 L8 741.4 LB 672.6 L8 10 " 36 " 5104 Ina 126 (175.51 PSF 87.9 PSF 126 (162.1) P5F 81.0 PSF 126 (150,7) PSF 75.3 PSF 126 (1391 PSF 695 95F • 125.5 PSF 62.7 PSF 115.9 PSF 57.9 PSF 100.4 PSF 50.2 PSF 92.3 95F 46.4 95F 458.60 LB -FT 452.1 LB 1052.8 LB 838.91.B 24" 126 (1382) PSF 69.1 PSF 126 (138.2) PSF 69.1 PSF 118.5 PSF . 59.2 PSF , 138.5 PSF 59.2 95F 98.7 PSF 49.3 PSP 98.7 PSP 49.3 PSF 79.0 P5? 39.5 PSF 79.0 PSF 39.5 PSF 458.80 LB -FT 355.5 LB 926.7 LB . 790.2 LB 30 " 105.2 PSF 52.6 PSF 1052 PSF 52.6 PSF 90.2 PSF 45.1 PSF 90.2 PSF 45.1 PSF 75.2 PSF 37.6 PSF 75.2 PSF 37.6 PSF 60.1 PSF 30.0 F5F 60.1 PSF 30.0 PSF 421.90 LB -FT 270.7 L8 780.118 711.3 LB 18 " 42 " 7056 In" 92.6 (129.11 PSF 645 PSF 92.6 (117.6) PSF 58.8 PSF 92.61110.7) PSF 553 95F 92.6 (100.8) PSF 50.4 PSP 92,2 PSF 46.1 95F 84.1 PSF 42.0 PSF 73.8 PSF 36.9 PSF 67.3 PSF 33.6 PS9 458.80 13 -FT 452,1 LB 1117.4 LB 903.5 L5 24" 92.6 (101,51 PSF 50.7 95F 92.6 (101.5) PSF 50.7 PSF 87.0 PSF 43,5 PSF 57.0 PSF 43.5 PSF 72,5 PSF 36.2 PSF 72.5 PSF 36,2 PSF 58.0 95F 29.0 PSF 58.0 PSF 29.0 PSF 458.80 LB -FT 355.5 LB 977.5 LB 840.9 18 30 " 77.3 PSF 38.6 PSF 77.3 PSF 38.6 PSF 66.3 PSF 33.1 95F _ 66.3 PSF 33.1 PSF 55.2 PSF 27.6 PSF 55.2 PSF 27.6 PSF 44.2 PSP 22.1 PSF _ 44.2 PSF 22.1 PSF 421.9018-F7 270.7 L8 810.7 LB _ 750.0 LB 42" MINIMUM STAND DEPTH: MAX FACE AREA (17281n2 - 5292181), FRAME QUANTITY (3-6 FRAMES LOAD TRANSFER 1NPOR4ATION FOR USE WITH HOST STRUCTURE VERIFICATION ONLY STAND CLEAR HEIGHT MAX MEAN UNIT HEIGHT MAX MAX FACE AREA : 6 FRAMES UNIT TO FRAME MAX FACE AREA : 5 FRAMES RATIO MAX FACE AREA : 4 FRAMES MAX FACE AREA : 3 FRAMES MAX. BASE MOMENT (14) MAX. BASE SHEAR (Y) MAX BASE UPLIFT (T) MAX. BASE GRAVITY (C) ANCHOR TYPE: 1 OR 4 ANOIORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE 1 OR 4 ANCHORS TYPE 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 MAX ALLOWABLE LATERAL LOADU MAX ALLOWABLE MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE U PUTTD MAX ALLOWABLE LATERAL LOA MAX AUOWABLLE MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLCAVABLE UPLIFT 18 " 24 " 1728 Ina 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100,0 854 200.0 95F 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 405.90 LB -FT 400.0 LB 806.0 LB 643.5 LB 24 " 200.0 PSF 100.0 PSF 200.0 85? 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 95F 200.0 PSF 100.0 PSF 177.7 95F 88.8 PSP 177.7 93P 88.8 PSF 458.80 LB -FT 355.5 LB 815.5 LB 686.818 30 " 200.0 P5F 300.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 P5? 200.0 PSF 100.0 PSF 180.5 PSF 90.2 PSF 180.5 PSF 90.2 PSF 135.3 PSF 67,6 PSF 135.3 PSF 67.6 PSF 421.90 LB -FT 270.7 LB 698.7 LB 633.9 LB 18 " 30 " 2700 Ina 181.5 PSF 90.7 PS? 181.5 PSF 90.7 PSF 181.5 PSF 90.7 PSF 181.5 PSF 90.7 PSF 183.5 PSF 90.7 PSF 180.3 PSF 90.1 PSF 144.6 PSF 72.3 PSF 135.4 PSF 67.7 95F 458.80 LB -FT 452.1 L6 978.5 L8 774.418 24 " 181.5 PSF 90.7 PSF 1815 958 90.7 PSF 181.5 PSF 90.7 PSF 1815 PSF 90.7 PSF 153.6 PSF 75.8 PSF 151.6 PSF 75.8 PSF 113.7 PSF 56.8 PSF 113.7 PSF 56.8 PSF 458.80 L8 -FT 355.518 571.9 LB 739.4 LB 30" 173.2 PSF 66.6 958 173.2 PSF 86.6 PSF 144.4 PSF 722 PSF 144.4 PSF 72.2 PSF 115.5 PSF 57.7 PSF 115.5 PSF 57.7 PSF 06,6 PSF 43.3 PSF 06.8 PSF 43.3 951' 421.90 LB -FT 270.7 LB 743,0 LB 672.6 1.15 18 " 36 " 3885 fn* 126 (200} PSP 100.0 PSF 126 (18521 PSF 92.6 PSF 174 (1.67.4) PSF 83.7 PSF 126 (154.4) 954 77.2 95F 126 (133.9) PSF 66.9 PSF 123.6 PSF 61.8 PSF 100.4 PSF 503 PSF 92.8 PSP 46.4 PSF 458.8018 -FT 452.1 L6 1052.1 LB 838.9 L8 24 " 126 (158) PSF 79.0 PSF 126 (158) PSF 79.0 P55 126 (131.6) 95F 65.8 PSF 12.¢ (2316) PSF 65.0 PSF 105.3 95F 524 PSF 105.3 PSF 52.6 PSF 79.0 PSF 39.5 PSF 79.0 PSF 39.5 PSF 458.8011 -FT 355.5 L8 926.3 LB 790.2 L8 30 " 120.3 PSF 60.1 FSE 120.3 PSF 60.1 PSF 100.2 PSF 50.1 PSF 100.2 955 50.1 PSF 80.2 PSF 403 PSF 80.2 PSF 40.1 PSF 60.1 PSF 30.0 PSP 60.1 PSF 30.0 PSF 421.90 L8 -F( 270.7 L8 781.7 LB 711.3 LB 18 " 42 " 5292 IrP 92.6 (147.6) PSF 73.8 PS? 92,6 (134.4) PSF 67.2 PSF 92.6 (123) 95F 615 PSF 92.6 (1121 PSF 56.0 PSF 92.6 (964) P5F 49.2 P59 89.7 PSF 44.8 PSF 73.8 PSF 36.9 PS9 67.3 PSF 33.6 PSF 45680 LB -FT 452,1 L8 1119.0 L6 903.5 LB 24 " 928 (316) PSF 58.0 PSF 926 (116) PSF 56.0 954 92.6 (95.7) PSF 46.3 PSF 92.6 (96.7) P5F 40.3 PSF 77.3 PSF 38.6 PSF 77.3 PSF 38.6 PSF 58.0 PSF 29.0 PSF 58.0 PSF 29.0 95F 458.80 LB -FT 355.5 LB 979.118 840.9 LB 30 " 88.4 PSF 44.2 PSF 88.4 95F 44.2 PSF 73.6 PSF 36,8 PSF 73.6 PSF 36.0 PSF 58.9 PSF 29.4 PSF 58.9 PSF 29.4 PSF 44.2 PSF 22.1 PSF 41.2 PSF 22.1 PSF 421.90 LB -FT 270.7 LB 820.3 LB 750.0 LB LL9 3.0 U 1{,,. 1"-y W Ln O 01 49 4cetLI N. T9 yam • • •A •hy•n , LL RV;tilj6. Adri 2 N sH • O. •F-i • •i t• •, •••• • • • • • • • • •• • TO • • • .• • z• 0 Ti • 4 i•••• • 1••• • • • • • g� idddoni2m1 lolmitHH imq IIII JhRilhiIi igigh1di COPYRIGHT BICiIEERING DRESS 15-2476 SCALE: NTS 1 - PAGE DESCRIPTION: COVER SHEET • • • • 0 4 .3 5 6 0 0 • 8 S e n 3 1 'HD" STAND DESIGN SCHEDULE CONTINUED 42" MINIMUM STAND DEPTH: MAX FACE AREA (1152in2 - 35281n2). FRAME QUANTITY (2-5 FRAMES LOAD TRANSFER INFORMATION FOR USE WITH HOST STRUCTURE VERIFICATION ONLY STAND STEAD HEIGHT MAX MEAN UNIT HEIGHT MAX FACE AREA MAX FACE ALLEA • 5 FRAMES MAX FACE AREA UNIT TO FRAME : 4 FRAMES RATIO MAX FACE AREA • 3 FRAMES MAX FACE AMA : 2 FRAMES MAX. BASE MOMENT (M) MAIL BASE SHEAR (V) MAX. BASE UPLIFT (T) MAX. BASE GRAVITY (C) ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 A1CHOR TYPE: 10R 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 MAX ALLOW/MEMAX LATERAL LOAD MAX ALLOWABLE UPLIFT Al1AWABLE LATERAL LOAD MAX AUOWABL,E UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOYVABLE MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALIOWABLB MAX ALLOWABLE LATERAL LOAD PM ALLOW/ME UPLIFT MAX ALLOWABLE LOAD MAX UPLI,,T. MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT 15 " 24 " 1152 In 200.0 PSF 100,0 PSF 200.0 PSF 100.0 PSP 200.0 PSF 100.0 P5F 200.0 PSF 100.0 PSF 200.0 PSF 200.0 PSF 200.0 pSF 100,0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 405.90 Ls -Fr 400.0 LB 506.0 L8 643.5 LB 24 " 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 177.7 PSF 88.8 PSF 177.7 PSF 88.6 PSF 458.80 LB -FT 355.5 LB 815.5 LB 688.6 L8 30 " 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 1.00.0 PSF 200.0 PSF 100.0 PSF /35.3 PSF 67.6 PSF 135.3 PSF 57.6 P5F 421.90 LB -FT 270,7 LB 693.0 LB 833.9 LB 18 " 30 " 1800 Ina 181.5 PSF 90.7 PSF 181.5 PSF 90.7 P5F 181.5 PSF 90.7 PSF 151.5 PSF 90.7 PSF 181.5 PSF 90.7 PSF 181.5 p5F 90.7 PSF 144,6 PSF 72.3 PSF 135.4 PSF 67.7 PSF 458.80 LB -FT 452.1 L8 975.5 LB 774.4 LB 24 " 161,5 PSF 90.7 PSF 161.5 PSF 90.7 PSF 181.5 PSF 90.7 PSF 181.5 PSF 90.7 PSF 170.6 PSF 85.3 PSF 170.6 PSF 85.3 P5F 11.3.7 PSF 56.8 PSF 113.7 PSF 56.8 PSF 458.80 LB -FT 355.5 LB 873.5 L8 739.416 30 " 181.5 PSF 90.7 PSF 181.5 PSF 90.7 PSF 173.2 PSF 56.6 PSF 173.2 PSF 86.6 PSF 129.9 PSF 64.9 PSF 129.9 PSF 64.9 PSF 86.6 PSF 43.3 PSF 86.6 PSF 43.3 PSF 421.90 LB -FT 270.7 L8 743.0 LE 672.6 LB 18 " 36 " 2592 In= 126 (200) P5F 100.0 PSF 125 (200) PSF 100.0 PSF 126 (200) PSF 100.0 PSF 126 (185.2) PSF 92.6 PSF 126 (150.7) PSF 75.3 PSF 126 (139) PSF 69.5 PSF 100.4 PSF 50.2 PSF 928 P5F 46.4 P5F 458.80 LB -FT 452,1 LB 1050.6 LB 838.9 LB 24 " 126 (197.5) P$F 98.7 PSP 126 (197.5) PSF 98.7 PSF 126 (158) PSF 79.0 PSF 126 (158) PSF 79.0 PSF 118.5 PSF 59.2 PSF 118.5 PSF 592 PSF 79.0 PSF 39,5 PSF 790 PSF 39.5 PSF 458.80 LB -FT 355.5 LB 930.6 L8 790.2 L8 30 " 126 (150.4) PSF 75.2 PSF 126 (150.4) PSF 75.2 PSF 120.3 PSF 60.1 PSF 120.3 PSF 60.1 PSF 90.2 PSF 45.1 PSF 90.2 PSF 45.1 PSF 60.1 P5F 30.0 PSF 60.1 PSF 30.0 PSF 421.90 L5 -FT 270.7 L8 783.9 LB 711.3 1B 18 • 42 " 3528 h= 92.6 (174.5) PSF 92.2 PSF 92,6 (167.9) PSF 83.9 PSF 92.6 (147.6) PSF 73.8 PSF 92.6 (134.4) PSF 67.2 PSF 92.6 (110.7) PSF 55.3 PSF 92,6 (100,8) PSF 50.4 PSF 73.8 PSF 369 PSF 67.3 PSF 33.6 PSF 458.80 LB -FT 452.1 L8 1121.2 LB 903.5 LB 24 " 92.6 (145.1) PSF 72.5 PSF 92.6 (145.1) PSF 72,5 P5F 92,6 (116) PSF 56.0 PSF 926 (116) P5F 58.0 PSF 57.0 PSF 43.5 PSF 870 PSF 43.5 PSF 58.0 P5F 29.0 PSF 58.0 PSF 29.0 PSF 458.80 LB -FT 355.5 L8 981.4 L8 840.9 LB 30 " 92.6 (110,5) PSF 55.2 PSF 92.6 (110.5) P5F 55.2 P5F 88.4 PSF 44.2 PSF 88.4 PSF 44.2 PSF 66.3 PSF 33.2 PSF 66.3 PSF 33.1 PSF 44.2 PSF 22.1 PSF 44.2 PSF 22.1 PSF 421.9018 -FT 270.7 LB 822.6 LB 750.0 LB PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 16-0601.01 Expirati • D . 11 /15/2019 BY 42" MINIMUM STAND DEPTH: MAX FACE AREA (576in2 - 17641n1), FRAME QUANTITY (2-3 FRAMES) LOAD TRANSFER INFORMATION FOR USE WITH HOST STRUCTURE VERIFICATION ONLY STAND NMEAN CLEAR HEIGHT MAX UNIT HFI MAX FACE AREA MAX FACE A UNIT TO FRAME : 3 FRAMES RATIO MA5 FACE AREA : 2 FRAMES MAX BASE MOMENT (M) MAX. BAST: SHEAR (V) MAX, BASE UPLIFT (T) MAX. BASE GRAVITY (C) ANCHOR TYPE: 1 OR 4 ANCHOR TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHOR TYPE: 2 OR 3 MAX ALLOWABLE LATERAL. LOADUPS. MAX ALLOWABLE MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL WAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD pox ALLOWABLE UPLIFT 18 " 24 " 5761n1 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 202.90 L8 -FT 200.0 LB 403.0 LB 321.7 LB 24" 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 258.10 LB -FT 200.0 LB 460.1 LB 378.91.8 30 " 200.0 PSF 100.0 PSF 200.0 PSF 100.0 PSF 200.0 PSF 200.0 PSF 200.0 PSF 100.0 PSF 311.70 L5 -FT 200.0 LB 517.318 436.0 LB 18 " 30 " 900 in' 1815 PSF 90.7 PSF 181.5 PSF 90.7 PSF 181.5 PSF 90.7 PSF 181.5 PSF 90,7 PSF 287.80 LEFT 283.6 L8 616.8 L8 468.6 LB 24 " 181.5 PSP 90.7 PSF 181.5 PSF 90.7 PSF 181.5 PSF 90.7 PSP 181.5 PSF 90,7 PSP' 366.00 1.647 283.6 LB 697.8 LB 549.718 30 " 1815 PSF 90.7 PSF 151.5 PSF 90.7 PSF 173.2 PSF 86.6 P5F 173.2 PSF 86.6 PSF 421.90 LB -FT 270.7 LB 743.0 LB 605.1 LB 18 " 36 " 1296 IM 126 (200) PSF 100.0 P5F 126 (200) P5F 1040 PSF 126 (200) PSF 100.0 P5F 126 (185.2) P5F 92.6 PSF 455.70 LB -PT 450.0 L8 1049.4 L6 768.2 LB 24 " 126 (200) P5F 100.0 PSF 126 (200) PSF 100.0 PSF 126 (158) PSF 79.0 PSF 125 (158) PSF 79.0 PSF 458.80 LB -FT 355.5 L8 928.3 L8 722.7 L8 30 " 1261190.5) P5F 90.2 PSP 126 (1805) PSF 902 PSF 1.20.3 PSF 60.1 PSF 120.3 PSF 60.1 PSF 421.90 LB -FT 270.7 LB 705.4 LB 643.8 LB 18 " 42 " 17641n2 92.5 (174.5) P5F 100.0 P5F 92.6 (174.5) PSF 100.0 PSF 92.5 (147.6]251" 73,8 P5F 92.6 (134.4) PSF 672 PSF 458.80 LL -FT 452.1 LB 1119.0 LB 836.0 L8 24 " 92.6 (174.1) PSF 87.0 PSF 92.6 (174.1) PSF B7.0 PSP 92.6 (115) PSP 58.0 PSP 92.6 (116) 05P 55.0 PSF 458.80 LB -FT 355.5 LB 982.9 LB 773.418 30 " 92.6 (132.63 PSF 66.3 PSF 92.6 (1326) P5F 66.3 PSF 68.4 P5f 44.2 PSF 85.4 PSF 44,2 P5F 421.90 LB -FT 270.7 1.8 824.1 L8 682.5 LB DESIGN SCHEDULE NOTES: 1. MAXIMUM CALCULATED FACE AREA SHALL BE EQUAL TO OR LESS THAN THE MAXIMUM ALLOWABLE FACE AREA FOR EACH CONFIGURATION. 2. REFERENCE ANCHOR SCHEDULE FOR ANCHOR TYPES LISTED HEREIN. "CUSTOM ASSEMBLY" DESIGN SCHEDULE COSTS u ASS u : • . LOWABLE �t TION i �Wl-1 r ' MAX MAX NOTE: FOR THE "CUSTOM ASSEMBLY" STANDS THE NUMBER OF UNITS PER STAND IS RESTRICTED TO THE CONFIGURATIONS ILLUSTRATED ABOVE. SEE DESIGN SCHEDULE FOR MORE INFORMATION. UNIT WIDTH UNIT DEPTH UNIT HEIGHT STAND CLEAR HEIGHT (1) UNITS TO (2) FRAMES (2) UNITS TO (3) FRAMES ANCHOR TYPE: 1 OR 4 • : • • ANCHOR 'TYPE: 1 OR 4 ANCHOR TYPE: 2 OR 3 MAX ALLOWABLE LATERAL LOAD MAX ALLO LE UPL FT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE TERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT /"---- 36 " 36 " 82.3 PSF 41.2 P 82.3 PSF 41.2 PSF 82.3 PSF 41.2 PSF 82.3 PSF 41.2 PSF 54 " 24 " 82.3 PSF 41.2 PSF 62.5 PSF 31,3 PSF 62.5 PSF 31.3 PSF 30 " 71,0 PSF 35.5 PSF 71.0 PSF 35.5 PSF 54.5 PSF 27.3 PSF 54.5 PSF 27.3 PSF 40 " 40 " 54 " 18 " 75.5 PSF 37.8 PSF 75.5 PSF 37.8 PSF 73.0 PSF 36.5 PSF 73.0 PSF 36.5 PSF 24 " 75.5 PSF 37.8 PSF 75.5 PSF 37.8 PSF 57.5 PSF 28.8 PSF 57.5 PSF 28.8 PSF 30 " 63.1 PSF 31.6 PSF 63.1 PSF 31.6 PSF 47.6 PSF 23.8 PSF _ 47.6 PSF 23.8 PSF DESIGN SCHEDULE NOTES: 1. MAXIMUM UNIT DIMENSIONS SHALL CONFORM TO THE DIMENSIONS ILLUSTRATED ABOVE FOR EACH CONFIGURATION. 2. REFERENCE ANCHOR SCHEDULE FOR ANCHOR TYPES LISTED HEREIN. �.. W (z_� (w zX WW to N tN1 U z 1..-1L lin 0 •• .. n v • • X. S.• o. � • • YI.1• 4. ei• Y U • •IM•V•; n j (J ••(•SSZ tom � tri. • rn ,o �.( • en • • • LU .• • LU •• • • • • • Z • 1 • • 0 1 • _ • a. 4 • . • • •• • •••• • • •• • a• n 1 1 12 s co U z 1a x i3 e_ 3 1 fig Btifg 111 COPYRIGHT ENONELitl18EXPRESS 15-2476 SCALE MTS I -. PAGE DESCRIPTION: COVER EINEM' 10 0, �• • • • • • • ••• • • • • 1 m 1 0 E FRAME ASSEMBLY & UNIT TIE -DOWN DETAILS: "C" CHANNEL 4 -BEAM [CHANNEL TO TUBE W/ FULL PERIMETER WELD* 3.0" MAX - PROVIDE FILLET WELD FOR FULL VISIBLE PERIMETER OF PIECE TO PIECE .34-20x34" SS BOLT TIGHTEN TO REFUSAL NG ®, *C -CHANNEL TO POST WELD NOTE: IN AREAS WHERE Y4" WELD DIAMETER CANNOT BE ACHIEVED, CONTINUE WELD AROUND FULL PERIMETER OF POST TO PREVENT WATER INFILTRATION. WELD DIAMtHtK WILL DECREASE TO 0.05" ALONG C -CHANNEL EDGE. SEE DETAIL BELOW. 0.05" UNDERSIDE OF C -CHANNEL POST V,4" FILLET WELD 1"x 22 GAGE, A36 MIN. GALVANIZED STRAP W-90° TWIST 8 PER UNIT. 1 EACH SIDE OF EACH CORNER. FASTEN W/ (3)#14 SAE GRADE 2 MIN. SMS TO A/C UNIT, (3)#14 SAE GRADE 2 MIN. SMS TO I -BEAM ISOLATOR PADS BEYOND (BY OTHERS) MIN. 4 PER �1 ALT. A/C UNIT TIE -DOWN DETAIL 22 GA (0.0299" MIN.) STEEL A/C HOUSING UNIT (2) 1" WIDE x 14GA (0.070") OR x 12GA (0.105") ASTM A-653 Fu=90KSI GALV STEEL ANGLE (CUTD-1 BY MIAMI TECH). UTILIZE (2) MIN. PER CORNER. FOR RHEEM UNIT INSTALLATIONS, SEE SEPARATE STEEL TIE -DOWN CLIP NOA (ROOF MOUNTED) FOR /I I TIEDOWN CUP REQUIREMENTS. ,j FASTEN CLIP VERTICAL LEG TO 22 GA (0.0299" tMIN.) STEEL HOUSING WITH (5) #10 SAE GRADE 2 MIN. SHEET METAL SCREWS PER CLIP. FASTEN CLIP HORIZONTAL LEG TO I -BEAM RAIL WITH (1) MO SAE GRADE 2 MIN. THRU BOLT CENTERED ABOUT LEG. ISOLATOR PADS BEYOND MIN. 4 PER MAX I -BEAM UNIT A/C UNIT TIE -DOWN DETAIL SCALE: 3"-1'-0" A/C UNIT HOUSING 22GA (0.031") MIN STEEL ISOLATOR PADS BEYOND. MIN. 4 PER UNIT I -BEAM A/C UNIT HOUSING I -BEAM () SCALE: 3"=1'-0" NOTE; UNITTIEDOWN DETAILS MAY ALSO BE USED TO ANCHOR THE UNIT TO THE SUPPORT ANGLE SHOWN ON SHEET 10. (LE. I -BEAM CAN BE SUBSTITUTED WITH ANGLE SUPPORT AS BASE MATERIAL) („C '..CEN E- 1:1�(p 6�4 •: * 9 FRANK L. BENNARDO, P.E. 0046549 o .o. Sr;4TFo f 1"x 22ga CONTINUOUS GALV. ASTM A36 STEEL STRAP SHALL PASS OVER UNIT TO I -BEAM ON OPPOSITE SIDE AT 3' O.C. MAX. UNITS LESS THAN 3' WIDE SHALL HAVE (1) STRAP AT CENTER OF UNIT. STRAPS SHALL BE SECURELY TIGHTENED SNUG AGAINST UNIT (2) #14 SMS AT EACH STRAP END TO UNDERSIDE OF I -BEAM ALT. A/C UNIT TIE -DOWN DETAIL SCALE: 3"e1'-0" 22 GA (0.0299" MIN.) 5 i ttL A/C HOUSING UNIT I -BEAM TWO 3'4"0 S.S. THRU BOLTS WHERE A\C UNIT FRAMING IS ACCESSIBLE. FASTEN A/C FRAMING DIRECTLY TO I -BEAM W/ (2) KV BOLTS W/ 5/8" WASHER AND NUT 0 EACH CORNER. ISOLATOR PADS BEYOND. MIN. 4 PER UNIT C9i) ALT. A/C UNIT TIE -DOWN DETAIL SCALE: 3"=1'-0° '•••.NAiEKGN.0 • • •i ••� •.4 •J ••i ••. •• ••• • • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0601.01 LLI •�•; z .. �m • M •Z .•• ••• ••• • • 1 r b U 1 J U • tn •�,u N z R • ••• ••• • 1 ••• • • • • • ••• 0 U • 5 COPYRIGHT ENGINEERING EXPRESS 15-2476 SCALE: NTS 1 PAGE DESCRIPTION: COVER SHEET 9O g • • • • 1 z 1 1 (4) 414 SAE GRADE 2 SHEET METAL SCREWS WITH 3'e"( MIN. WASHER PER SUPPORT ANGLE END, TYP. ROUND TUBING 9 - • 1 i UNIT DEPTH<STAND DEPTH •I STAND DEPTH ,_ SUPPORT ANGLE ATTACHMENT DETAIL PROVIDE (2) 414 SMS THRU I -BEAM FLANGE INTO SUPPORT ANGLE PROVIDE (2) 414 SMS THRU I -BEAM WEB INTO CLIP ROUND TUBING SUPPORT ANGLE (PROVIDE 1"x2" NOTCH) PROVIDE 2"x1"x" ANGLE 2" LONG W/'" FILLET WELD AS SHOWN "SUPPORT ANGLE 1s ATTACHMENT DETAIL is 3" = 1'-0" 1" TYP. EDGE BASE PLATE (4) 31'e 0 SAE GRADE 5 THREADED RODS WITH %"Td MIN. WASHER AND LOCKING NUTS, TYP. UTILIZE LOCKING NUT EACH SIDE OF ALUMINUM ANGLE, TYP. (2) 3"x3"xW" 6061-T6 CONTINUOUS ALUMINUM ANGLE TO MATCH BASE PLATE FOOTPRINT ABOVE. UTILIZE (1) ANGLE EACH SIDE OF ANCHOR ROW, SEE SIDE VIEW FOR MORE DETAILS. I -BEAM MUST BE PARALLEL TO TRUSSES FOR THIS DETAIL SUPPORT ANGLE FASTEN ANGLE VERTICAL LE TO 22 GA (0.0299" MIN.) STEEL HOUSING WITH (4) 414 SAE GRADE 2 MIN. SHEET METAL SCREWS AT EACH UNIT CORNE ADJACENT POST ASSEMBLY, TYP. STAND DEPTH PER � DESIGN SCHEDULE ROUND TUBING CI SECTION A -A (SIDE -VIEW) ENGINEER OF RECORD TO VERIFY THAT THE HOST STRUCTURE CAN SUPPORT THE REACTIONS SHOWN IN DESIGN SCHEDULES HOST STRUCTURE ROUND TUBING BASE PLATE REACTIONS 3" = 1'-0" 4 ANCHORS PER PLATE (SEE ANCHOR SCHEDULE) i ./ •I fes' SEE ANCHOR CONNECTION A -A THIS DETAIL PROVIDE 2' MIN LAG SCREW TIP TO TIP SPACING &3/4" MIN. WOOD EDGE DISTANCE. SEE ANCHOR CONNECTION B -B THIS DETAIL in L EXISTING WOOD TRUSS MEMBERS (G=0.55 MIN.) OR Ye" A36 MIN STEEL (INTEGRITY BY OTHERS), TYP. BASE PLATE ANCHOR SCHEDULE ANCHOR TYPE HOST STRUCTURE ANCHOR DESCRIPTION Q STEEL 3/8"0 SAE GRADE 5 SHEET METAL SCREWS MTH 1"0 MIN. WASHER, TO STRUCTURAL A38 STEEL MEMBERS ( s" MIN HOST THICKNESS) / / 2l CONCRETE 3/8"0 POWERS CARBON STEEL WEDGE -BOLT CONCRETE ANCHOR WITH 1"0 MIN. WASHER. 2-1/2" EMBEDMENT & 6" MIN EDGE DISTANCE. SEE BASE PLATE CM/PONE (ON SHEET 2) FOR TYPIC 'SEE DETAIL 4/10 OR SITE SPECIFIC ENGINEERING IS REQUIRED ® STEEL 318"0 SAE GRADE 5 THRUBOLT WITH 1"0 MIN. WASHER & NUT, TO STRUCTURAL A36 STEEL MEMBERS (VW MN HOST THICKNESS) ROUND TUBING 0) 0.185" FILLET WELD FULL POST CIRCUMFERENCE .: TQ BAST PLATE HOST STRUCTURE PER ANCHOR SCHEDULE STANDARD BASE PLATE ATTACHMENT DETAIL SCALE: 3"=1'-O" ANCHOR A -A (WOOD MEMBER) ADD (4) V."O LAG SCREW, %"Q MIN. WASHER, 3W' MIN. EMBED, ;4" MIN. EDGE DISTANCE. UTILIZE (2) TOP AND (2) BOTTOM, TYP. ANCHOR B -B (STEEL MEMBER) ADD (4) Valli THRUBOLT %Y MIN. WASHER AND LOCKING NUT. UTILIZE (2) TOP AND (2) BOTTOM, TYP. ALTERNATE BASE PLATE ATTACHMENT AT WOOD/STEEL TRUSS MEMBERS SCALE: 3"=1'-0" DETAIL ANCHOR NOTES • 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE FOR EACH ANCHOR. 3. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. ALL CONCRETE SUBSTRATE SHALL BE UN -CRACKED CONCRETE AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE SUBSTRATE THICKNESS SHALL BE GREATER THAN OR EQUAL TO 1.5xANCHOR EMBEDMENT. INSTALL CONCRETE ANCHORS TO UN -CRACKED CONCRETE ONLY. 4. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES ROOFING FINISHES. 5. WHERE EXISTING STRUCTURE IS WOOD TRUSSES, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD TRUSS MEMBERS, NOT INTO PLYWOOD. ROUND TUBING (4) "0 SAE GRADE 5 THREADED RODS WITH 314"T MIN. WASHER AND j' LOCKING NUTS, TYP. PRODUCT REVISED as complying with the Florida Building ods NOA-No. 16.0601.01 Expiration Date 01/15/2019 By Mia L -D %EXISTING TRUSS MEMBER • (2) 3'x3"x4" 6061-T6 ALUMINUM ANGLE TO MATCH BASE PLATE FOOTPRINT ABOVE. roduct Control UTILIZE LOCKING NUT EACH SIDE OF ALUMINUM ANGLE, TYP. vo � z n C N ork 1 • itt W..� A 4144r; �( 1—i. • • .M.. •• • • • _ • • a • •• • • • •• • • •� • • •• • • • • • •• 0 id NN^.r Hil Hhh 4a ddagiqb 6 ;a wg• +I eilthhaINEmlit COPYRIGHT BIONEERNQ EXPRESS 15-2476 SCALE: NTS 1 - PAGE DESCRIPTION: COVER SHEET • • • • • • • • • f • • • • • • • • • •