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HomeMy WebLinkAboutpermit.paganelli.pdfAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 0 0 21 Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division Commercial Residential 2300 Virginia Avenue, Fort Pierce FL 34992 Phone: (772) 462-1553 Fax: (772) 462-1578 CRDG Funding PERMIT APPLICATION FOR: PROPOSED IMPROVEMENT LOCATION: 146 Address: Hau CA r+P_ Wa Property Tax ID #: 3L� �b 5 oa � ' Lot No. Site Plan Name: Project Name: -JO(Ar)n 'raaan ll� DETAILED DESCRIPTION OF WORK: ra f C New Electrical Meter •� ton Second Electrical Meter CONSTRUCTION INFORMATION: Additional work to be performed under this permit - check all that apply: X Mechanical _ Gas Tank — Gas Piping _ Shutters Electric ^ Plumbing Total Sq. Ft of Construction: (Affidavit required) Sprinklers _ Generator Sq. Ft. of First Floor: Block No. Windows/Doors _ Pond Roof Pitch Cost of Construction: $ Ll650 Utilities: _ Sewer _ Septic Building Height: OWNER/LESSEE: Name �'� Addre s: (� City: L Zip Code:�� Phone No. iti" 1 Fax: > y?-7 ast State Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E- CONTRACTOR: Name: knOR 6ey1l00MI Company: � A',C l� fl e_f's Address: ,6a]4 iM if QMQf PKW � _ City: Miramar State: f=t_ Zip Code: 33013 _ Fax: Phone No 100. 753 70 E-Mail 0L31 CAlf © CfAe Ck TVIAi i . 01^ State or County License C iAC19 20 WZ if value of construction is 2500 or more, a RECORDED Notice of Commencement is required. if value of HAVC is $7,500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: Not Applicable Name: Address: City: Zip: Phone State: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: Address: City. Zip: Phone: Name: _ Address: City: Zip: Phone: State: BONDING COMPANY: Not Applicable Name: _ Address: City: Zip:, Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made toobtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which conflicts with an applicable Homeowners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Homeowners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording your Notice of Commencement. 1 ature a wner/jR�r5ee/c_aPtf-actor as Agent for Owner STATE OF FLORIDA � COUNTY OF �3 S arr Sworn to (or affirmed) and subscribed before me of this L & day of OC3-0i20-'c 2a _by J ellt Name of person making statement, Personally Known OR Produced_identificationl Type of Identification PP oel�ced' L-1 C r t � I (Signature of Notary Pe i Commission No. b (seal) 11 I REVIEWS FRONT ZONING COUNTER REVIEW DATE RECEIVED DATE COMPLETED ev Physical Presence or 4P Notary IERY Sims Florida LIIIS MIERYTERAN My CorrrrMsU)n HH 128079 �1 of � ° Expm 03/31=25 Online Notarization SUPERVISOR � PLANS I VEGETATION SEA TURTLE MANGROVE REVIEW REVIEW REVIEW REVIEW REVIEW Certificate of Product Ratings 0 AHRI Certified Reference Number: 201298732 hate : 10-08-2021 Model Status : Production Stopped Old AHRI Reference Number : 7984193 Ai Type : RCU-A-CB (Split System: Air -Cooled Condensing Unit. Coil with Blower) Series: GSX14 Outdoor Unit Brand Name : GOODMAN Outdoor Unit Model Number (Condenser or Single Package) : GSX140301 K` Indoor Unit Model Number (Evaporator andlor Air Handler) : ARUF31B14A" Region : Southeast and North (AL. AR, DC, DE FL, GA, HI, KY, LA, MD, MS, NC, OK. SC, TN, TX. VA, AK, CO, CT, ID. IL, IA, IN, KS, MA, ME, Mi, MN, MO. MT, ND, NE. Ni NJ, NY, OH, OR, PA, RI, SD, UT, VT, WA, WV, WI. WY, U.S. Territories) Region Note : Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regions until June 30, 2016, Beginning Juiy 1. 2016 central air conditioners can only be installed in region(s) for which they meet the regional efficiency requirement. The manufacturer of this GOODMAN product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of AHRI 210/240 with Addendum 1, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 28200 SEER: 14,00 EER (A2) - Single or High Stage (95F) : 11.50 t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale: OR new models that are being marketed but are not yet being produced." Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are ac om ante b WA indicate an involuntar re -rate The new ubli h d rating is shpwn along with the reviaus i.e. WAS rating, 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 productts), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www,ahridirectory.pig. 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; .. r entered into a computer database; or otherwise utilized. in any form or manner or by any means, except for the user's individual, AIR-CONDITIONING, HEATING. personal and confidential reference. & REFRIGERATION INSTITUTE CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www,ahridirectory.org, click on "Verify Certificate" link we make lift better and enter the AHRI Certified Reference Number and the date on which the certificate was issued, - which is listed above, and the Certificate No., which is listed at bottom right. CERTIFICATE NO.: 132781712667266478 @2021 Air -Conditioning, Heating, and Refrigeration Institute RING El`.4F_E ENGINEERINGExPRESS.COM 1(666) 396-9919 CORP. OFFICE: 160 RF 12TH AVE SUITE 106, DELD BEACH. FL 33442 REPORT HOLDER' GOODMAN MANUFACTURING COMPANY 19001 KERMIL=R ROAD WALLER, TX 77484, USA 877-254-4729 1 GOODMANMFG.COM SCOPE OF EVALUATION (compliance with the following codes): THlS 15 A STRUCTURAL (WIND) PERFORMANCE EVALUATION OELECTRICAL MANCE RATINGS ORCERTIF CATIONS ARE OFFERED FOR RIMPLIED HEREIN. This Product Evaluation Report Is beingissued in " &ac Editions accordance (th the & requirements of the Florida Building Code 2020)) and the 2D1512018 InternationallResidential Code per FBC Section 104.111, FMC 301.15. FBC Building Ch. 16 ASCE-7, FBC Existing Building sections 707.1, 707.2. FBC Building 1522.2, and FBC Residential M1202.1, M1301.1, FS 471.025, including Broward County Admintstrative Provisions 107.3.4. This Report is also in accordance with the International Building Code (2012, 2015, & 2D18). The product noted on this report has been tested and/or evaluated as Summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAT. OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: Technical Evaluation Report Te DIVISION: 23 08 OD —COMMISSIONING OF HV AC i DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN NAL SIGNATURE & SEAL OF THE CERTIFYING PE TO ,E 6) FOR USE • Product Evaluation Documents Substantiating documentation has been submitted to provide this TER and is summarized in the sections below. • Structural Engineering Calculations Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quality the following design criteria: • Maximum allowable unit panel wind pressure connection integrity • Maximum allowable uplift, sliding, & overturning moment for ground and roof applications Calculation summary is included In this TER and appears below. NOTE- No 33% increase in allowable stress has been used in the design of this product Microsoft Excel was used to carry out the calculations present in this report. INSTALLATION: The product(s) listed above shall be installed in strict compliance with this TER & manufacturer -provided mode! specifications. The product components shall be of the material specified in the manufacturer -provided product specifications. All screws must be installed in accordance with the applicable provisions & anchor manufacturer's published installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. See final page for complete limitations and conditions Of use (Subject to Renew July1 OPTIONS: This evaluation is valid for all GOODMAN models present in the table located on the final page. 2022 or next CO de cycle c a g Florida Building Code 6th & 7th Editions (2017 & 2020) International Building Code (2012, 2015, & 2018) NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE. UNIT CASING MATERIAL: 26ga galvanized sheet steel ASTM A653 CS cold rolled steels for side covers. steel ASTM 2298 g galvanized sheetsteelASTM A6535 3 cold rolled steel for bottom base pan toga g cold rolled steel for top panel Removable Sop 8r side covers secured with #10-12 sheet metal screws. Knockouts provided for utility $ control connections. INSTALLATION: Shall follow manufacturer specifications as well as the information provided herein. STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations: Maximum Rated Wind Pressures: ± 119 psf Lateral, 94 psf Uplift - Required design wind pressures shall he determined according to the design pressure guide provided in the appendix or on a site -specific basis in accordance with ASCE 7 and applicable sections of the building code(s) being referenced in accordance with ASD methodology. - Required design pressures shall be less than or equal to the maximum pressures listed herein. all -'Maximum Rated Wind Pressures indicate the maximum icato pressures sh t See WAS listed herein are approved for Valid for at -grade and rooftop app limitations herein. Valid for use inside and outside the High -Velocity Hurricane Zone (HVHZ). Site -specific wind analysis may produce alternate limitations provided maximum rated wind pressures stated herein are not exceeded. VISIT ECALC.10134290 FOR ENGINEER CERTIFIED ORIGINALS & MORE INFORMATION ABOUT THIS DOCUMENT OR SCAN THIS CIR CODE ❑ VISIT E VGIFOR I! EERINCEXPRESS G0f"-STORE ` ADDITIONAL PLANS, REPORTS & RESOURCES ORIGINAL SIGNATURE AND RAISED SEAL C)4kQF6}TALSEALR_EQ1JLFTD TO BE VALID #'ER CODE- ATTENTION S r)_PC1 COpies not to be used to obtain Frank Bennardo, PE, SECB 0 if Checked, Certifying ENGINEERING ExPRESS® Engineer and PE # FL PE #0046549 FLCA #9885 Appear Above DIGITAL SEAL NOTICE: IF THIS DOCUMENT IS DIGITALLY SIGNED, THIS SHEET IS PART OF A DIGITALLY SIGNED FILE. IT SHALL REMAIN IN DIGITAL FORMAT, SHALL BF VERIFIED By ELECTRONIC MEANS, & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. VISIT ECALC I_010, TO LEARN MORE PRINTED DOCUMENT NOTICE: IF THIS DOCUMENT IS PRINTED & DOES NOT CONTAIN AN ENGINEERS ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT IS VOID & NOT VALID FOR USE. PHOTOCOPIES ARE NOT PERMITTED FOR USE. FINISH: Copyright O Engineering Expresso All Rights Reserved Baked enamel. ndent san, firm or corporatlon approved by the bUild,N cf jc:.al, who is competent and exper,enced in the appl :,ahoy The FBC 7"r' Edition 420201 defines APPROVED SOURCE (Sect,on 202) as 'An inoepE PW lens re remenis as defined n the FRC and ran seal ire;r work EngIneermg Expres0' of eng�neenng prmpples to materials methods or syslems analyses." Engx,eer,ng Expressc professiorals meet the comps y Q�� is re4ularly engaged m eond�cUng and InM-cIng en4l ng evaluamns of s'ngle�iemen[ and }ulproale Gwkdrng sySt®ins. GOODMAN SPLIT SYSTEMS Engineering TER-20-34290 SECTION 2 PRODUCT INSTALLATION Condenser Unit 11 Opposite side similar Roof or ground structure I substrate (concrete, steel, see schedule below) TIE -DOWN CLIP (GROUND APPLICATION) ASTM A653 G60 galvanized cold rolled steel 0.072" thick for all cabinets tied TIE -DOWN CLIP down at ground (Goodman Bracket); (GROUND AND ROOF APPLICATION) fasten cabinet using (2) anchors per clip Tie -down clips. See from Anchor to Host Structure Schedule tables below for Miami Teeh CUTt7 1" wide and any specifications Table. Clip integrates into base pan slot. length ASTM A653 galvanized steel 0.07" thick for all cabinets tied down to roof structure; fasten clip to structure using anchor from Anchor Schedule to d2#10x112" Tie -Down Strap & Clip Schedule Host Structure Table an ( ) SS 410 self -drilling screw to fasten Clip Tie to unit base pan. See Tie -down Strap a Unit Max UPq'd?Qt7y M7�Fte rap Minimum Down Tie-d)wn Strap Clip Schedule Table for clip amount. Model Lateral WILL (Ibsj Clips g, Clip Tv�: Hurricane kit #DGACUTd36K pressure Pressure Needed {for roof applications) 50 psf 39 psf NO N/A N/A 4 Working Load Limit (I/VLL) is strap's manufacturer -specified per strap. Cabinet A minimum strap width of 1" is required for all cabinets. be adequate to fit SMS within base pan height. 106 psf 84 psf YE 5 2 300 8 Al Clips heights shall 119 psf 94 psf YES 2 400 8 Verify height on site. Clips should be placed at center on each side and equaliy spaced, for 50 psf 39 psf NO N/A N/A 4 ground mounted condition. 106 psf 84 psf YES 2 400 8 Cabinet See details in page 3, for roof mounted condition. Bl, 62 Note: (ValStraApin 1. Tie -down straps shall be wrapped around unit and roof stand rail, and shall be tightened using the buckle, Provide two straps per unit. 119 psf 94 psf YES 2 400 8 50 psf 39 psf NO N/A N/A 4 Cabinet 2. Strap material shall be either high strength webbing and shall be 500 8 Cl to 106 psf 84 psf YES 2 compliant for exterior grade use if they contain plastic components. 119 94 YES 2 600 8 C6 per FBC chapter 26. Or 1" wide 22ga ASTM A653 steel strap psf psf secured with (2) #14 SS sms to the bottom of the stand rail. 50 psf 39 psf NO N/A NIA 4 3. For 200 MPH Non-HVHZ, use (2) metal straps, up to 56' MRH Cabinet D1 to Exposure C. 106 psf 84 psf YES 2 600 8 119 psf 94 psf YES 2 600 8 D6 Anchor to Host Structure Schedule Max Max 1/8 Min 1/8" Min Unit Model Lateral Uplift Concrete 3,OOD psi A36 6061-T6 Pressure Pressure Steel Aluminum All Cabinets 50 psf 39 p5f A N/A N/A Al, B1-2, CI-6, DI-6 119 psf 94 p5f N/A B B Uplift Horizontal Strapping Unit Model ssure Required All Cabinets "Inlegrityummary ` psf NONE Al, 61-2,Cl-6, Q1-6 psf NONE Anchor Types to Host Structure: A. -- 1M" Dewalt ULTRACON SS4 Anchor embedded 3" in 3,000 psi concrete. 2 112" from edge minimum. B. —1/4" -20 UNC SS 316 bolt min. 1/2" from edges with nut and 1" OD washer HA. - No anchors apply. .— ` ,'xuw ca'Nnwuous (ALL \\ ASTL1 ALM SILLL 51 RAP qKA: L PAss OVER LIN T To I RFAV ON OP?OS%Tf SiA- . ! Al 5-1 7 FRQAt EN*,) STRAP% SltAL~ ek VECUHLLY 22 GA (U.o244" TK31 rrCNLD StiOG AGiu161 Fuu$o) ►i MIN.) STML ►X HOUSING t1Nrr,' e ISOLATOR PADS OEYOND. MIN. 4 PEP UNIT _. (OPTIOIiALI � z, � u sAf o z v> r S'I jf w�:; r�+N sitsA STEE �r R�4IL 1'lI FA o RRS10L OFIRr° v IN ALL CONDITIONS IT 15 THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF Win I Nti 1 Arvvrnta , na RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE -SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS Page 2 of 5 CORP OFC: 16o SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-06601(866) 396-9999jENGINEERINGEXPRESS.GOM`TEAM@ENGINEERINGEXPRESS.COM rOODMAN SPLIT SYSTEMS Engineering - - I TER-20-34290 STRAP AND CLIP LAYOUT ROOF INSTALLATIONS MECHANICAL UNIT UNIT SPRE ---STANt) SPREAp�^—� MECHANICAL UNIT ROOF MOUNTED PLAN VIEW TIE-DOW I PER SCHE SPACED A tR I 3"X2"XS/8" ALUMINUM ANGLE SHALL BE 6061•T6 AND SHALL OVERHANG 9" MAXIM UN FROM STAND RAIL PER SIDE. 2. CONDENSER SHALL REST ON TOP OF THE STAND RAILS. S. CUPS MAY NOT COINCIDE WITH RAIL BELOW, ATTACHED ANGLE USING (2)'4' THRUBOLT W/ NUT AND 1.0 OD WASHER. 4. TIE -DOWN CLIPS FOR CABINETS EQUAL OR SMAtLER THAN 2(3" WIDE SHALL 8E LOCATED 1" FROM EDGE MIN. MECHANICAL �J�ACT DOWN CLIP PER EDULE, SPACED 7 ti SEE NOTE 4 l2I M10 Sf PER CLIP, TYP, 4" 3"X2" 1/8" ALUMINUM GLE, TYP.ATTACHED , LS USING 12) Y." STAN AIL A 11311 THRUBOLT WI (B ARAT ND I" OD WASHER TIFI MECHANICAL UNIT TIE -DOWN DETAIL (SECTION C-C') MIN, SEE NOTE 4 YP. STEEL STRAP PER SCHEDULE 3•x2-X1fa" ALUMINUM ANGLE, SECTION A -A' TYP. ATTACHED TO RAILS USING III A' MA SS 316 THRUBOLT W/ NUT AND I" OD WASHER SEE NOTE 3 I. I 3"%2"%iJ8" ALUMINUM ANGLE, TYP- ATTACH En TO RAILS USING (1) 114- DIA THRUBOLT (2) y." DIA SS 316 THRUBOLTWI SS 316 WITH NUT AND NUT AND I" OD WASHER WASHER, PER CLIP, TYP rAND I -RAIL N SEPARATE ERTIFiCATiON) MECHANICAL UNIT RESTING ON STAND RAILS FRONT VIEW (SECTION 8-B') MECHANICAL UNIT RESTING ON STAND[ -RAIL STAND RAtLSSECTION A -A' (BY SEPARATE CERTIFICATION) (2) R10 SMS PER CLIP, TYP. �1 TiE-DOWN CLIP PER SCHEDULE, SPACED ! Ill�llllillllllll�llllllll�llll�IIIIIII�II�IIDlllll�fl�11111111lI Illlll'J� IIIII 11111111I111�lllllllllllllllll�llllll�ll��lllllll I� f � �' I I n11�11111U1i11�1111111r1111i111111I�illi!IOaI 3"x2"X1/$" ALUMINUM MECHANICAL UNIT RESTING ON STAND RAILS ANGLE, TYP. ATTACHED SIDE VIEW , TO RAILS USING 12) Y." NDIe', Installers must ensure that screws used to fasten the tie -down oilps with the unit base pan do rot touch the cod preventing any damage. Ail DIA SS 316THRUBOLT pieces and instatlation parts per Miami Tech Hurncane kit NDGACUTD36K WI NUTAND I- OD Page 3 of WASHER CORP OFC: 160 SW 12" AVENUE SUITE 106, DEERFFLORIDAIELD BEACH, 33442 (954) 354-0660I(866) 396-99991ENGINEERTNGEXPRE55.COM[TEAM @ENGINEERINGEXPRESS.CQM ,--nnr,UAN SPLIT SYSTEMS neering - , I TER-20-34290 CABINETS S DIMENSIONS Goodman W Q H Cabinet Model No. (in.) (in) GSX130181 23 25.75 Al GSX130241 26 27.5 Bl GSX130301 26 27.5 B1 GSX130361 26 27.5 B1 GSX130421 29 36.25 C3 GSX1- 30�481 29 36.25 C3 GSX130601 29 40 C6 GSX130611 35.5 38.25 D5 GSX140181 26 27.5 B1 GSX146181-M' 23 25 Al GSX140191 26 27.5 B1 GSX140241 26 27.5 61 GSX140251 26 32.5 B2 GSX140301 29 32.5 C2 GSX140311 29 32.5 C2 GSX140361 29 32.5 C2 GSX140371 29 32.5 C2 GSX140421 29 36.25 C3 GSX14D431 29 36.25 C3 GSX140481 35.5 1 36.25 D1 GSX140601 35.5 36.25 D5 GSX16-181A' 29 32 C2 GSX16'241A* 29 32 C2 GSX161301A' 29 35.75 C3 GSX16'361A' 29 39.5 D6 CSX16'421A' 35.5 35.75 D1 GSX16'481A" 35.5 39.E D6 DSXC160241 29 32.25 C2 DSXC160351 29 38.25 C2 DSXCl00481 35.5 36.25 D1 DSXC160601 355 38.25 1 D3 GSX160181 29 32.25 C2 GSX160241 29 32.25 C2 GSX160301 29 36.25 C3 GSX160361 29 3815 C6 GSX160421 35.5 36.25 D1 GSX160481 35-5 36.25 D3 GSX160601 35.5 38.25 D5 GSX160811 35.5 38.25 D5 GSXC160241 29.25 32.5 C2 GSXC160361 35.75 36.5 D1 GSXC1604el 35.75 37 D3 GSXC160601 35.75 42,25 D6 1 35.75 40 D6 1 35.75 40 06 gGSXG1VG"1 35.75 42.25 D6 1 35.76 42,25 D6 Goodman Model No. GSX16031 iA GS?(160371A DSAC180361 DSXC180481 DSXC180801 GSZ140181 GSZ140241 GSZ140301 GSZ140361 GSZ140421 GSZ140481 GSZ140491 GSZ140601 VSZ140181 VSZ140241 VSZ140301 1 VSZ140361 VSZ140421 VSZ140481 Cabinet C3 Di D3 03 D3 C1 C1 C5 C5 DS C5 D2 D2 C1 C1 C5 C5 D6 CS Goodman Model No. VSX140601 GSZ160181 GSZ160241 GSZ160301 GSZ160361 GSZ160421 GSZ160481 GSZ160501 GSZC160241 GSZC160361 GSZC160481 GSZC160601 GSZC180241 GSZC190361 GSZC180481 GSZC180601 W I C (in.) 35.5 29 35.5 35. 5 35.5 29 35.5 35.5 35.5 35.5 35.5 35.5 35.5 35.5 35,5 355 H (in) 38.25 36.38 34.63 34.63 40 36.38 34.63 40 34.63 40 34.63 40 40 34.63 40 40 Cabinet D2 C5 D2 l D2 D6 j` C5 D2 D6 D2 D6 D2 D6 D6 D3 D5 Dfi W ! C (in.) 29 35.5 35.5 35.5 35.5 29 28 29 29 35.5 29 36.5 35.5 29 29 29 29 35.5 29 H (in) 38.25 36.25 3e.25 38.25 38.25 34-5 34.5 36.25 36.25 39-75 36.25 34.5 34.5 3C5 34.5 3625 36.25 39.75 36.25 DSZC160241 I3SZC160361 29 35,5 36.25 38.25 C4 D3 DSZC160481 35,5 38.25 D3 VSZ140491 VSZ140601 VSX140181 36.5 35.5 26 34.5 34.5 27.5 D2 D2 B1 DSZC160601 35.5 38.25 D3 DSZC180361 35.5 38.25 D3 DSZC180481 35.5 38.25 D3 VSX140191 26 27.5 B1 DSZC180601 35.5 38.25 D3 VSX140241 26 27 5 B1 GSZ14019 29 34.5 C1 VSX140251 26 27.5 at GSZ14025 29 34.5 C1 VSX140301 29 32.5 C1 GSZ14031 1 35.6 34.63 D2 VSX140311 29 32.5 C1 GSZ14037 35.5 40 D6 VSX1403el 29 32.5 C1 VSX140371 29 32 5 C1 VSX140421 29 36.25 C2 VSX140431 29 36.25 C2 VSX140481 35.5 36.25 D1 H Note: The model numbers on this page may be followed by up to two (2) alphanumeric characters. Those characters will not affect th structural performance, since they refer to minodmajor changes not related to the cabine structure. Note: Illustration selected for dimensional purposes t prig). Remarks Byv I Checked I Date 16-3146 4 f In,t,a1 Issue LAC) i FL6~ r6'16 20--U F[ Update!c 2UF8C CCR ` RIMk '2t2912� LIMITATIONS 3 CONDITIONS OF USE:ic Use of this product shall be in strict sccordanee with this TER as noted herein The supporting host structure s"O be designed to resist all superimposed loads IS determined by W a R Site acdcilbasuslby s for on may be required t;y the Authority Having JvisdxHost tion. structure conditions which are not acooamled for in this Product's respective anchr;r schedule shall be designed registered professional engineer No evaluation is offered for the host supporting structure by use of this document, Adjustment faC10r5 noted harem and the eppbcaple codes must be considered. where applicable. All supporting components which are perrnermntly rnstared shell be protected agsmat corrosion. contamination, and other such damage al of ernes Fasteners must penetw h the suppodng mamberir such the full length of ills threaded portion is embedded within the main member_ This evaluation does not offer any evaluation to meet large musk impact debris requirement s which typically are rtot required for this type of proFUI of the wind resisting extenor panels. individually meet or exceed then capacity to resist the design wind leads as slatod In the caVculatwns as required by the FBC Oue to the mde[erminate duct dapli nature o} these units, distortion and dndnlayn id Yearly arty ns aCCtons. duringevaluated,equipment ant with or after r a named storm, � sutews and CompOnenlsldips a andwr boles s straps and cablestare to be verified Wirth sldlv�dual external parts being Y PeC 9 qurPrn by the FUG contractor. All damaged cabinet components, loose. corroded, broken screws or an iwr bolts snap be replaced to ensure structural integrity for hurricane wind forces. Page 4 of 5 CORP OFC. 160 SW 121'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660,(866) 396-9999jeNGINEFRINGF-XPRESS.COMITEAM@6NCINEEFIINGEXPRESS.COM ....nniMAu COI IT CVSTFMS vwwv .r-... - ineering : . , 1 TER-20-34290 APPENDIX A: DESIGN WIND PRESSURE GUIDE indicates a design wind pressure that is not approved for use by this evaluation. Seek additional engineering or contact this office for design solutions, UNIT REACTIONS FROM WIND GUIDE U D/ 2 — + D {' I L = s N f i = Wt i I 1 • sd DIRECTIVE: This design pressure guide is for reference only and shall be approved for use by the Authority Having Jurisdiction (AHJ). If the design pressures listed in this guide are not used, required design pressures shall be calculated on a site -specific basis by others. For site -specific scenarios classified as Exposure Category B, the required design pressures stated for Exposure Category C in the above guide shall be used or design pressures shall be calculated separately. For heights and parameters beyond the above values. consullwith an engineer for a site -specific analysis. The required ASD design pressures listed in the above guide were calculated based on the parameters listed below. The project design professional or permitting contractor shall verify that the site -specific conditions are equal to or less than the design parameters listed below. 'Note: Per the codes and standards referenced herein, uplift is optional for mechanical equipment at -grade. At the discretion of the AHJ, uplift may be taken as 0 psf or as the value listed in the guide. At -Grade io ft MRH R ire Desi n Pressures: ASCE 7 "Design Wind Loads: Other Structures" o Structure Shape = Square, Flat terrain Height of structure (unit + stand or curb, if used) = 6 ft max. o Width of unit = 1 ft min., Depth of unit - 1 ft min. o Uplift Pressure = Lateral Pressure x 1.51 1.9 (if considered) Rooftop >16 ft MRH11 Require Design Pressures. o ASCE 7 "Design Wind Loads: Other Structures: Rooftop Structures and Equipment for Buildings" o Structure Shape = Square, flat terrain o z = up to 7 11, where z = height of stand or curb + 1% unit height c Lateral GCr= I.90; Uplift GC,= 1.50 VISIT ECA -C.10/=DEStGN FOR HELP DETERMININPARAMETERS AND TO SEE MOR SCAN THE QR CODE 70 DIRECTIVE: This guide is intended for use by a project design professional. Design parameters shall abide all specifications and limitations staled in this report. Design Professional shall consider all forces, including seismic and snow loads per governing building codes. Unit reactions obtained from this guide shall be verified by a registered Professional Engineer. Reactions are applicable for unit -to -host connections only. Sample calculations are provided below. Design Parameters: Lateral Wind Pressure, P—lat Unit Height, H Unit Width, W Support Spacing across Depth, sd Uplift Wind Pressure, P_up - Unit Depth, D Unit Weight, Wt - Support Spacing across Width, sw Unit R acti n E cations: Long Side (Width x Height): Sliding Force, L= Plat x W x H Uplift Force, U= P_up x W x D Total Tension per Long Side = (LxH12+Uxsd12—Wx0.6xsd12)Isd Short Side (Depth x Height): Sliding Force, L= P—lat x D x H Uplift Force. U= Pup x W x D Total Tension per Short Side = (LxHl2+Uxsd/2—VAx0.6xsd/2)!sw Example: A (48' W x 36" D x 42" H), 250 lb net weight unit at wind pressures of 120 psf lateral and 95 psf uplift, on a 24" wide roof stand, shalt have the following unit reactions. Long Side width x Hei ht Short Side (Depth x Height): 1. Sliding Force, L= P tat x W x H 1. Sliding Force, L= P lat x D x H = (120 psf) x (48 in) x (42 in) x (1 in21 144 ft2) = 1680 lb = (120 psf) x (36 in) x (42 in) x (1 in21 144 ft2) = 1260 lb 2. Uplift Force, U = P_up x W x I] 2. Uplift Force, U = P_up x W x O (95 psf) x (48 in) x (36 in) x (1 in2 / 144 ft2) = 1140 lb = (95 psf) x (48 in) x (36 in) x (1 in21 144 ft2) = 11401b g. Total Tension per Long Side = 3. Total Tension per Short Side = =(LxH12+Uxsd12-0x0.6xsd12)!scl =(LxH12+Uxsd12—Wkx0.6xsd12)Isw _ ( (1680 lb x 4212 in) + (1140 lb x 2412 in) — _ ! (1260 lb x 42/2 in) + (1140 Ito x 2412 in) — (250 ib x 0.6 x 2412 in) )124 in = 1966 lb (250 lb x 0.6 x 2412 in) )148 in =1046 lb IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDINIS G THE RRATED Y ENGINEERING PRESS AS TO THERINTEGRITYCES BY IOF THE HOST STRICTURE O TE-SPECIFIC DESIGN. NO CARRY DESIGN FORNTY OF ANY GE LOADSSNC RE BY ED OR IMPLIED, OFFER UNIT. Page 5 of 5 Copp OFC. 160 SW 12T" AvENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-06601(866) 396-99991ENGINEERINGEXPRESS. GOMITEAM@ENGINEERtNGEY"ESS.COM