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MC-20-557Miami 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 RECF,IVZb MAR 2J%a BY: <���`1- FBC 20 t BUILDING Master Permit No. i2z:y —C1—:� - o1 - ro"�G PERMIT APPLICATION Sub Permit No. Mc.-U3-20-557 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [—]PLUMBING © MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO X Occupancy Type: Load: I /Construction Type: Flood Zone: BFE: (, FFE: OWNER: Name (Fee Simple Titleholder): NI e6(2Yb 2 �LVP_ S "�+� Q �l'f � LLB Phone#: �D 39 - ( 3 & 1 Address: 13 D -7 3 5 1�A/ g City: � \ .Ir State: Tenant/Lessee Name: Phone#: Email -3-512r CONTRACTOR: Company Name: bu► I + t vC4 Skly � e �— S L- ---- Phone#: OS 9 8(1 ' L 2 Address: 5 -323 IA tlykyl,4i 1, keS RLV O 3001 1�- 32 839 I City: 01- U State: ( L Zip: 32 F31 Qualifier Name: Phone#: -3OC Z 2 17 State Certification or Registration #: DESIGNER: Architect/Engineer: Certificate of Competency #: ne#: Address: City: Value of Work for this Permit: $ l j Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Specify color of color thru the: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ ate: Zip: _ ❑ Demoliti CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature - Signat e`,. G OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The' egoing instrumen was acknowledged before me this c� day of /i .Ai2/r 120 ) by day of 1� tr /ZC �1 20 by i IZ�iC i L tL/� Alt' i ,&So is personally known to TI/Sa S C"i'/?� (!� 4,s� who is personally known to me or who has produced as me or who has produced c as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: j Sign: '�� Sign:_ g Print: ! Q ( l l f' /� Print: f XidI Air de NOTARY PUBLIC Seal: g Seal: Expires 1/30/2021 STATE OF FLORIDA Comm# GG057433 a o STATE OF FLORIDA ixlm o a Comm# GG057433 1� a Expires 1/30/2021 L APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) a FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach FORM R402-2017 Climate Zone ❑ Scope: Compliance with Section R401.2(1) of the Florida Buildina Code. Enerav Conservation. shall be demonstrated by the use of Form R402 for single- and multiple -family residences of three stories or less in height, additions to existing residential buildings, alterations, renovations and building systems in existing buildings, as applicable. To comply, a building must meet or exceed all of the energy efficiency requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form. If a building does not comply with this method, or by the UA Alternative method, it may still comply under Section R405 of the Florida Building Code, Energy Conservation. PROJECT NAME / AND ADDRESS: BUILDER: � r ���.�( �.� „� OWNER: (7L 7 / 1 PERMITTING OFFICE: JURISDICTION NUMBER: PERMIT NUMBER: uenerar rnsirucnons: 1. Fill in all the applicable spaces of the "To Be Installed" column on Table R402A with the information requested. All "To Be Installed" values must be gpyyl jo or more efficient than the required levels. 2.41�pg,plgfe page 1•basV on the "To Be Installed" column information. 3. Read the requirefne Rts oVable R402B and check each box to indicate your intent to comply with all applicable items. 4.riead+ si'n and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. i. New construction, addition, or existing building 29 •41inglesfamily dEiac44dor multiple -family attached 3. 11•rAdItiple-famft l AdrWer of units covered by this submission 4!` •l 11h% a worst jM? (Srgs/no) 5• Conditioned floor ewe (sq. ft.) 6. Windows, type► d area • a) • If -factor. • • : • • • bf �dfar Heat �ain �gefficient (SHGC) c) Area 0.0 • 7• Slkygists • •s. a -factor: b) Solar Heat Gain Coefficient (SHGC) 8. Floor type, area or perimeter, and insulation: a) Slab -on -grade (R-value) b) Wood, raised (R-value) c) Wood, common (R-value) d) Concrete, raised (R-value) e) Concrete, common (R-value) 9. Wall type and insulation: a) Exterior: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) b) Adjacent: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) 10. Ceiling type and insulation a) Attic (Insulation R-value) b) Single assembly (Insulation R-value) 11. Air distribution system: a) Duct location, insulation 11a. of b) AHU location iib. c) Total duct leakage. Test report attached. 11 c. cfm/100 s.f. Yes ❑ No ❑ 12. Cooling system: a) type 12a, _ �t b) efficiency 12b. 13. Heating system: a) type 13a. b) efficiency a�w13b. _ 14. HVAC sizing calculation: attacLia° OF F f 4%% 14. L �7LT_0 Yes ❑ No El15. Water heatingsystem: alp' ft- V r' hey .� tri ..I. ,J) ✓� i�. 15b. -- -- - - - 1 hereby certify that the plar0 and ajjati s covetjby this >3(�m are Review of plans and specifications covered by this form indicate in compliance with the F/o$da Bip di C e, nergy C i Ca*10'n`14, compliance with the Florida Building Code, Energy Conservation. Before PREPARED BY: Dateg construction is complete, this building will be inspected for compliance in 1 hereby certify that this bIlding js m 'a with the F''Idin accordance with Section 553.908, F.S. Code, Energy Conserva-4, 4 CODE OFFICIAL:_ OWNER/AGENT: Y - - - - "� ' ' ��_ � Date: FLORIDA BUILDING CODE �-L1y�Nq�RGY JqQN$EF1V-• !wth EDITION (2017) 2. �jZ_ 3. 4. _ _S` ---- 5. 6a. 6b. 6c. 7a. 7b. 8a. -- 8b. _ - 8c. _-- - 8d. 8e. 9a1. 9a2. 9bl . 9b2. - - 10a. 10b. R-55 FORMS TABLE R402A BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES Climate Zone 1 Climate Zone 2 Windows L/-Factor = NR U-Factor = 0.402 (/-Factor = SHGC = SHGC SHGC Skylights U-factor = 0.75 0. U-factor 0. = 0.65 U-factor = / SHGC = 0.30 SHGC = 0.30 SHGC = V Doors: Exterior door U-factor = NR U-factor = 0.403 LI-factor= Floors: Slab -on -Grade NR NR Over unconditioned spaces` R-13 R-13 R-Value = WaIIS°: Ext. and Adj. Frame R-13 R-13 R-Value = Mass Insulation on wall interior R-4 R-6 R-Value = Insulation on wall exterior R-3 R-4 �? R-Value = Ceilings' R=30 R=38 R-Value = Air infiltration Blower door test is required on the building envelope to verify leakage S 1 ACH; Total leakage = ACH • • • • • • test report provided to code official. Test re ort att ch d? ... • • Yes No Air distribution system': • • • I • Air hand( knit; • • Not allowed in attic 1 •Duct R-value • • � � R-value >_ R-8 (supply in attics) or >_ R-6 (all other duct locations) Location: + R-Value = I+ + + + Air leakage: • Duct jest• • • • •' • , •' Postconstruction test Total leakage <_ 4 cfm/100 s.f. • • • • • • + • • • • Rough -in test Total leakage <_ 4 cfm/100 s.f. (air handler installed) Total leakage = cfm/100s.f. Test report Attached? Yes ❑ No ❑ • • Total leakage <_ 3 cfm/100 s.f. (air handler not installed) Duct:A dn • dyoned space • Test not required if all ducts and AHU are in conditioned space Location: Zr conditioning system: Minimum federal standard required by NAECA6: *Central syslbm <_ 65,000 MOM • • • Room i or AC uy it SEER 14.0 EER Table C403.2.3(3)] SEER = l O r • L • • • • • • Other: • • • _ • (from See Tables C403.2.3(1)-(11) . EER = Heating system: • • • Minimum federal standard required by NAECA6: • • *Heat pujP5 C%9,900 Btu; HSPF 8.2 HSPF = Gas furnaeA won -weatherized AFUE 80 % AFUE _ Oil furnace, non -weatherized AFUE 83 % AFUE _ Other: Water heating system (storage type): Minimum federal standard required by NAECA6: Electric' 40 gal: EF = 0.92 Gallons = T 50 gal: EF = 0.90 EF= Gas fired' 40 gal: EF = 0.59 Gallons = 50 gal: EF = 0.58 EF = Other (describe): NR = No requirement. (1) Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method. (2) For impact rated fenestration complying with Section R301.2.1.2 of the Florida Building Code, Residential or Section 1609.1.2 of the Florida Building Code, Building, the maximum U-factor shall be 0.65 in Climate Zone 2. An area -weighted average of L/-factor and SHGC shall be accepted to meet the requirements, or up to 15 square feet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Sections R402.3.1, R402.3.2 and R402.3.3. (3) One side -hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement. (4) R-values are for insulation material only as applied in accordance with manufacturer's installation instructions. For mass walls, the "interior of wall" requirement must be met except if at least 50 percent of the insulation required for the "exterior of wall" is installed exterior of, or integral to, the wall. (5) Ducts & AHU installed "substantially leak free" per Section R403.3.2. Test required by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. The total leakage test is not required for ducts and air handlers located entirely within the building thermal envelope. (6) Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA rules and regulations. For other types of equipment, see Tables C403.2.3(1-11) of the Commercial Provisions of the Florida Building Code, Energy Conservation. (7) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (8) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). R-56 FLORIDA BUILDING CODE — ENERGY CONSERVATION, 6th EDITION (2017) FORMS TABLE R402B MANDATORY REQUIREMENTS Component Section Summary of Requirement(s) Check Air leakage R402.4 To be caulked, gasketed, weatherstripped or otherwise sealed per Table R402.4.1.1. Recessed lighting: IC -rated as having <_ 2.0 cfm tested to ASTM E 283. Windows and doors: 0.3 cfm/sq. ft. (swinging doors: 0.5 cfm/sf) when tested to NFRC 400 or /L AAMA/WDMA/CSA 101/I.S. 2/A440. Fireplaces: Tight -fitting flue dampers & outdoor combustion air. Programmable R403.1.2 A programmable thermostat is required for the primary heating or cooling system. thermostat Q5 R403.3.2 Ducts shall be tested as per Section R403.3.2 by either individuals as defined in Section 553.993(5) or (7), Florida Air distribution system R403.3.4 Statutes, or individuals licensed as set forth in Section 489.105(3) (f), (g) or (i), Florida Statutes. Air handling units are not allowed in attics. Water heaters R403.5 Comply with efficiencies in Table C404.2. Hot water pipes insulated to >_ R-3 to kitchen outlets, other cases. Circulating systems to have an automatic or accessible manual OFF switch. Heat trap required for vertical pipe risers. Qj Swimming pools & spas R403.10 Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70 % of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal 0 • • 0 efficiency is 82 % . Heat pump pool heaters minimum COP is 4.0. C84gQV9ting • j3403.7 Sizing calculation performed & attached. Special occasion cooling or heating capacity requires separate system or equipment • • • variable capacity system. Lighting•egeipment R404.1 At least 75 % of permanently installed lighting fixtures shall be high -efficacy lamps. • w • •••• •••••• • •• •• •••••• FA 1 I 1 1 1 1 1 1 1 1 i 1 i 1 FLORIDA BUILDING CODE — ENERGY CONSERVATION, 6th EDITION (2017) R-57 ROOF MOUNT TIE -DOWN KIT INSTALLATION INSTRUCTIONS ATTENTION INSTALLING PERSONNEL As a professional installer, you have an obligation to know the product better than the customer. This includes all safety precautions and related items. Prior to actual installation, thoroughly familiarize yourself with this Instruction Manual. Pay special attention to all safety warnings. Often during installation or repair, it is possible to place yourself in a position which is more hazardous than when the unit is in operation. Remember, it is your responsibility to install the product safely and to know it well enough to be able to instruct a customer in its safe use. Safety is A matter of common sense...a matter of thinking before att gg..l4lost dealers have a list of specific good safety • • •Ni:ictices.,..Jollcw them.' : • • ••Fite precatitioli; Iiste(:in this:lnstallation Manual are intended • as supplerrfental to e>tMMI j ractices. However, if there is a • • •'d 1'ect conTil'dtltwee@'existing practices and the content of .... "; I manuV,Iine precau.fons listed here take precedence. ..... .. .. ... . . . .• .... WARNING Only personnel that hate p8&4trained to install, adjust, service .x repair oiereinafter, "aervicLh") the equipment specified in this mantal.stwuld service the equipment. The manufacturer will not be responsible for any injury or property damage arising from improper service or service procedures. If you service this unit, you assume responsibility for any injury or property damage which may result. In addition, in jurisdictions that require one or more licenses to service the equipment specified in this manual, only licensed personnel should service the equipment. Improper installation, adjustment, servicing or repair of the equipment specified in this manual, or attempting to install, adjust, service or repair the equipment specified in this manual without proper training may result in product damage, property damage, personal injury or death. KIT NUMBER: DGACUTD36K 1) Refer to drawings in TER-16-3146.2 / TER-16-3146.3 / TER-16-3146.4 I APPROVE AND CERTIFY THAT THESE SHOP DRAWINGS COMPLY AND MEET MY DESIGN CRITERIA RUBEN J. PUJOL ARCHITECT AR# 0010458 12237 S.W. 204 TERRAC , MIAMI, FL 33177 Pffdit: (305) %8 2155 6/2019 2) Center unit on I -beams. I -beams must be at least 20" apart on center. 3) Place the (2) 2"x3" aluminum angles included in the kit across the 1-beams with the 2" tall section away from the unit and the 3" angle 1" under the unit center allowing room to tighten the required bolts. 4) Note: clamps are recommended for holding the angles in place while drilling through the angles and I -beams. 5) Align the unit clips with a minimum of 1" from the corner of the unit. Each clip and hole should be on opposite sides of the "I" rail no greater than 1" apart. 6) Drill a'/4" hole thru the angle and I-beam in the correct location to connect the clips to the unit base pan after tightening. (6 holes required on side with control panel 4 on opposite side) 7) With a washer on the bolt insert the bolts through the tie -down clip, angle and the I-beam using another 1" washer on the bottom before installing the nut. Tighten the nuts using a back-up wrench on the bolt head 8) Attach the tie -down clips (4 on each side) to the unit base pan using (2) #10 SMS per clip. 9) Attach the (2) tie -down clips on the control panel side (5'/2" minimum from end of the unit) to the angle using '/4" bolts, washers and nuts as done previously on unit corners. 10) Install 1" 22 gauge galvanized Strapping continuous over the unit at a minimum of 5'/2" from the unit edge. Straps will be securely tightened snug against the unit. Reference Section 13-13' on page 3 of TER-16-3146.2 / TER-16-3146.3 / TER-16-3146.4 11) Attach the strapping to the underside of the (- beam with (2) #14 SMS at each contact point. CUSTOM ER FEEDBACK We are very interested in all product comments. �� ❑� Q Please fill out the feedback form on one of the following links: Daikin Products:(https://daikincomfort.com/contact_us) Goodman®Brand Products: (http./(www.00dmanmfgcom/about/ cont act -us). AmanaDE�-and Products: (http://www.amana-hac.com/about-us/contact-us). DAIbN ' �A BRAND lUu can also scan the QRoode on the right for the product brand you purchased to be directed to the feedback page. AMANA'-RBPAND NOTE: SPECIFICATIONS AND PERFORMANCE DATA LISTED HEREIN ARE SUBJECT TO CHANGE WITHOUT NOTICE Quality Makes the Difference! All of our systems are designed and manufactured with the same high quality standards regard- less of size or efficiency. We have designed these units to significantly reduce the most frequent causes of product failure. They are simple to service and forgiving to operate. We use quality materials and components. Finally, every unit is run tested before it leaves the factory. That's why we know... There's No Better Quality." Visit our website at www.d_aikincomfort.com, www.gogdManmfg.com or www.amaria-hac.com for information on: • Products • Warranties • Customer Services • Parts • Contractor Programs and Training • Financing Options 5151 San Felipe, Suite 500, Houston, TX 77056 © 2019 Goodman Manufacturing Company, L.P. Ad//ff is a registered trademark of Maytag Corporation or its related companies and is used under License to Goodman Company, L.P., Houston, TX, USA. All rights reserved. 2 ENGINEERING 1;JFL,, EXPRESS PEA.T (engin"6" Jjxpms P,O,$utt fj.p.,1 160 SW 12TH AVE SUITE 106, DEERFIELD BEAC;H, FL 33442 (954) 354-06601 REPORT HOLDER: GOODMAN MANUFACTURING COMPANY, L.P. 5151 SAN FELIPE STREET HOUSTON, TX 77066, USA 877-254-4729 1 GOODMANMFG.COM SCOPE OF EVALUATION (compliance with the following codes): Technical Evaluation Report DIVISION: 23 08 00-COMMISStONING OF HVAC THIS DOCUMENT CONTAINS (S) PAGES: THE FIRST PAGE MUST SCAR AN ORIGINAL SIGNATURE 9 SEAL OF THE CERTIFYING PE TO Btc VALID FOR USE (Issued February 1, 2018 SubJect to Renew March 31, 2020) (or next ccvJe cycle change! THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED Thi:P-1ol(*ft EvaIu4o**R`sport is, being issued In ar-curdatioe:with the J`eQUI,4,JR10r)tI0 of the 1*10VIC06olidling Code Sixth Edition (2017) per FB(! $ecliol;*b 104.1 1*1, FlOCe301,15, FBC- Building Ch, 16, ASCE-7-10. FOG EVSfirig 707,1. 7072 FBC Buildin i- 1522.2, and r6C Residential M1202,11 M1301.1, FS 471,026, including Broward io3,4. The product rented on this reportaiiii.49 teen as summarized herein. IN A"04VANCE VfffliieTOESE CODES EACH OF THESE REPOR"I'S,MUST Bt!AKT.V ORIGINAL SIGNATURE & RAISED SEA OF THE EVALUATING ENGINEER. 0 0 0:6 a 0 SUS"AW;IATING IIIA'".0 0 - Pr4dutt VIaluatiorb Do(w-wrients SubsufAtpq doGur;*k,;lttloJ has been submitted to provide IN's TER and is summarized in the sections below, - Stru&8r1af Engineering Calculations Structutal engineering Calculations have beer) prepared which evaluate the piuOuut based on comparative andlor rational analysis to qualify the following design Criteria: a' Maximum allowable unit panel wind pressure connection integrity • Maximum allowable uplift, Sliding, & overturninc i-rionient for ground and reef applications Calculation surnmary 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 FxCel Was used to carry out the CaICUlatiOnS preSent in this report, INSTALLATION - The pi-oduct4s) listed above Shall be installed in strict Compliance with this TER & manufacturer -provided model gpfioificafions. The prwuct components Shall be of the material spocified in the marrulacturer-provided product All sr,.rew.'q must t'Ai installed in accordance with the appticable provisin-),-4 8 srichor manufacturer's published Installation Instructions, LIMITATIONS & CONDITIONS OF USE: Use at this product shall be in strict accordance with this TER as ricitee, herain. See final page for complete imitations and coriditions; of use, OPTIONS: This evaluation is valid for all GOODMAN models present in the table located on the final page. FINISH, Baked enamel. [ TER-16-3146 Florida Building Code Sixth Edition (2017) NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE UNIT CASING MATSKJAL; 26ga galvanized sheet steel ASTM A652 08 cold rolled steals for side:ravers. 229a 9allvariiZed sheet steel ASTM A653 cold rolled Steel for bottom base pan. 20ga galvanized sheet steel ASTM A653 cold rolled steel for top panel. Removable top & side covers set tired with #10.12 sheet metal screw;,. Knockouts provided for utility & control connections. INSTALLATION. Shall f0II0v-rnQr1u4actuTiwr specifications as weft as the Information pmvidod hero). STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations; ASCE-710 Exposure Categories C & D Up to and including 175mPh (Vult) for up to See Page 2 MRH" HVHZ,-* Lip to and including '-'OmPh (Vult) for up 108ee Page 2 NIRH'*, HVr�Z— Up to 200mph (Vult) for up to 66MR11". Ncn-l-iVHZ— EXIT C � round or Roof Application Per installation instructions Mean Roof Height *'*High Velocity Hurricane Zorn Maximum Rated Wind Pressure: 119psf Lateral 93psf Uplift iAsu) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded, NT n ,it ORIGINAL SIGNATUREiIAND RAISED SEAL OR DIGITAL SEAL RE DITO BE VALID PER CODE: Frank L. Sennardo, P.E., SEC1 21Sisned by If Checked: ENGINEERING EXPRESS' Gordon DiBattisto, PE FL PE #0046549 FLCA 45/5 FL PE #82328 AN ORIGINAk L4 SEAL IF THERE IS DIG4tAL14JGNATUFF ON PAGE 1, THIS DOCUMiNT M PART OF olGMrff1ALLY SIGNED FILE, $1,141, WAIN IN DIGITAt FORMAT& PRINT000ttS Of THIS DOCUMENT ARE NOT COMIDC-945 WNED AND SMED, IF THERE IS NO 0161TAL SIGNATURE ON PAGE I OR THIS PAGE nOfSUOTCONTAIN AN ENGINEER`SORtGIrw', SIC -NATURE &SEAL THIS DOCUMENT IS A LOPWARAFT, Tie fbC 17 00firms APPROVED SOURCE isenn 2,21 as, An pc-Fcan, otm., tg W'Ovv. Lr IM buitang Evciaz -"kitic is F-Wo-,td in it* aw:cajpaii zl'eIam a� vuni.' -"Ot ii:c mtiuifefrvnts as defi"--4 i•6-- .1d --MI. 1CW '-,10,'Wk'6iii;;lnbatlieiq ronw-mg tcrm. GOODMAN SPLIT SYSTEMS Engineering Express j TER-16-3146.4 SECTION 2 PRODUCT INSTALLATION Condenser Unit Roof or ground structure i substrate (concrete, steel, see sche44%ttlow) Iit._! 1WN 3TIi �P•& CtriP SCHEDULE Tie -down nips. See tables below for specifications • • • .Cabinet • • • • tbof • • "01*1t• Exgt'• Siooi • •Nt-Ighe • Skp D Tie -down Straps p St r vvtt (Ihs) TIa-down di Total • • • • • •W • �' • Gredhll *j 0,01ound 0 NA 4 02S f3s'l 0 NA a {sss') 0 3oo n 1 150} 0 400 • • . •••• GrounIli Ground 0 NA 4 60 25 35 0 40D S 122 l5a ..�_{at5L 2 400 (AM 115 150' 2040WflOGround C1, C2, C3, CS Ground 0 4 6ta ST 25 {3 i 2C4, s 12tT 150r 6fi S5' 2 200 (25DI 115 (ISPI 2 600 D1, D2, D3, 04, 05 D6 Ground Ground 0 NA 4 60 SN 25' 35` 2 600 e 120 M 60 8S 2 � 20tY{ 0' 115 150 2 E(JO ANCHOR '0 HOST STRUCTURE SCHEDULE Cabinet: Roof Height` Exp C Roof Height" Exp D Anchor Ie Concrete 3,000 Psi 1J8" Mln A36 Steel 118" Min WMO T6 Alum Ground — Ground A N/ A Al W 80' 2S N/A ........ 8 12Q' 150' , NIA .._-.. 200 250' is 1a0 N/A R g Ground round A A N A 81,82 fgl 8i) N/A R 150 N A N/A 8 ---A— B 2' 1 S N/A a R Ground Ground A N A N A Ci, N A 8 fd C41 CS M, f1w)NIA.- R E 00 2SQ` - N A B $ roan n A N A N A DI, 02, D3, 6tT Sti N A g 6 D4, D5, D6 N A R 8 2S0 N A 8E 8 TIE -DOWN CLIP (GROUND APPLICATION) ASTM A653 G60 galvanized cold roiled steel 0.072" tNck for all cabinets tied down at ground (Goodman Bracket); fasten cabinet using 12) anchors, per clip from Anchor to Host Structure Schedule Table. Clip integrates into base pan slot. TIE -DOWN CLIP (GROUND AND ROOF APPLICATION) Miami Tech CUTD 1` wide and any length ASTM A653 galvanized steel 0.07" thick for all cabinets tied down to a roof stnxAure, fasten clip to structure using anchor from Anchor Schedule to Host Stricture Fable and (2) 410 x eta^ SS 410 sett -drilling screw to fasten clip to unit base pan. See Tie -down Strap & Clip Schedule Tattle for cop amount. Hurricane kit #DGACUTDM Tie -dawn Strap & Clip TM. (for roof applications) Working Load Limit (WLL) is strap's manufacturer - specified per Strap, A minimum strap width of 1" is required for all cabinets. Clips heights shall be adequate to fit SMS within base pan height, Verify height on site. Clips should be placed at center on each side and equally spaced, for ground mounted condition. See details in page 3, for roof mounted condition. ek The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 60, (801 indicates an allowable roof height of w for 175mph or 89 for 170mph Vult. Nate: #Vertical Sfraooingl I. lie -down straps shall be wrapped around unit and roof stand rag, and shall be tightened using the buckle. Provide two straps per unit. 2. Strap material shall be either high strength webbing and shall be, Compliant for exterior grade use if they contain plastic components, per FRC chapter 26. Or 1" wide 22ga ASTM A653 steel strap secured with (2) #14 5S sms to the bottom of the stand rail. 3. For 200 MPH Non-HVHZ, use (2) metal straps, up to 56' MRH Exposure C. Anchor Tynes to. Hgal °, Xylrture A. —114" ELCO ULTRACON SS4 Anchor embedded 3" in 3,000 psis Concrete. 2112" from edge minimum. W —114" -20 UNC SS 316 screw min,1/2' from edges with nut and 1" OD washer. NA. - No anchors apply. IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE -SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED 13Y THIS UNIT. ENGINEERING EXPRESS" 1.60 SW 12"' AVE, SUITE; 106 DEERFIELD BEACH, FL 334142 Page 2 (954)354-0660ENGINEERING ExPRESS. COM COPvT19M020181ingli 'I"Expr t Rank L. eennardo PE, Inc. Ali Rights Rasenred sees•• • • • sees•• sees• sees• • • • GOODMAN SPLIT SYSTEMS Engineering Express' I TER-16.3146.4 - - TKiTfS: STRAP AND CLIP* LAYOUT ROOF INSTALLATIONS ••s• sees • sees TIE -DOWN CLIP PER SCHEDULE, SPACED ATI' 000000 UNIT DEPTH • • • • �'--" -'STAND SPREAD--{ • sees • � MECHANICAL UNIT IC I. 3"X2" X1j8u ALUMINUM ANGLE SHALL Of 6061 T6 AND SHALL OVERHANG 8' MAMMUN FROM STAND RAIL PER SIDE. 2, CONDENSER SHALL REST ON TOP OF THE STAND RAILS. 3. CLAPS MAY NOT COINCIDE WITH RAIL BELOW, ATTACHED ANGLE USING (2) X' THRUSOLT W/ NUT AND 1.0 OD WASHER. 4. TIE -DOWN CUPS FOR CABINETS EQUAL OR SMALLER THAN 26' WIDE SHALL BE LOCATED 2" FROM EDGE Mot AAFCNANir'AI (2) #10 sry CLIP, TTp. 3" MIN, SEE NOTE A TYP. STEEL STRAP PER SCHEDULE SECTION A -A' 3-xz-7u/B" ALUMINUM ANGLE, TYR ATTACHED TO RAILS USING 12) X- THRUSOLT W/ NuT AND 1.0 OD WASHER SEE NOTE A ( 1 I" MIN. jL--IE SECiti1N 8•B MECHANICAL UNIT ROOF MOUNTED PLAN VIEW STAND I -RAIL (By SEPARATL CERTIFICATION) E-DOWN. CUP PER :HEDULE, SPACED T 1, $1rE NOTE 4 IUMINUM ANGI£, TYP. ATTACHED TO RAILS USING 12) X` THRUBOLT W/ NUT AND 1.0 00 WASHER MECHANICAL UNIT TIE -DOWN DETAIL (SECTION C-C') p I -RAIL Y.,,.�ARATE MECHANICAL UNIT RESTING ON STAND RAILS CERTIFICATION) SECTION A -A' TIE -DOWN CUP PER (2) 4010 $MS PEA SCHEDULE, SPACED CUP, TYP, ATY 1 � III(�II��jjjllyg�IID�1�4t1{1p1111g(11[��1�fkrlDilltflIliLE'I��1i1 EI`I�� >_.... ALUMINUM 3i t I� DIM I">l i RAiLSLUSING M`--- (TjC7IHRU60LT ilj 114" THRUBOLT {RV SEPARATE W/ NUT AND 1.0 OD WASHER WITH NUT AND CERTIFICATION} WASHER, PER CLIP, TYP. /- MECHANICAL UNIT RESTING ON STAND RAILS rX2'X1!B FRONT VIEW (SECTION ALOMINUMANGLE, MECHANICAL UNIT RESTINO ON STAND RAILS TYP. ATTACHED TO SIDE VIEW RAILS USING (2) X. Note: installers must ensure that screws tiled to fasten the fie -down clips with the alit tease pen do not touch the coil preventing any damage. Ail THRUBOLT W/ NUT DIBues aril ftlallattDn parts per Miami Tom Humcane kit 4DGACUTD36K AND LOOD WASHER ENGINEERING EXPRESS' 160 SW 12" AVE. SUITE 106 DEERFIELD [TEACH, FL 33442 page 3 (954)354-0660ENGINEERINGEXPRESS.COAt Frank. L ftnnardo K. Inc. All. Rights Resetvd C OODMAN SPLIT SYSTEMS Engineering Express" j TER-165-3146.4 1'X229a CONTINUOUS GALV. AS'TM A633 STEEL STRAP SHALL PASS OVER UNIT TO BEAM ON OPPOSITE SIDE AT 5-1j2" FROM END. STRAPS SHALL 6E SECURELY TIGHTENED SNUG AGAINST UNIT 22 GA (0.029V MIN., fu.58KSI MIN.) srISE. A/C HOUSING UNIT MOLATOR PADS BEYOND, WN. 4 PfR UNIT �-ft t ! fr, (2) 814 SAE Gr d MIN END rAND iJ1 IJ{ ! MIN, $M5 AT EACH STRAA P END r TO UNIDERSIVE OF I -BEAN SECTION 4 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY • r •••• • • •••••• •••• •••••• • • • • • • • • • • • • w • Note: Caiau)allcros performed according to the information provided by fireclient, PANEL INTEGRITY SUMMARY • Outside Dimensions wtight Range (Ibs) Root Height' EapC Roof Height' fxp0 Lateral Pressure (ram [[ Pr'essureturn ('j Uplift7711(. i (Pij 1 arcMax 1-)) Tension Iris) Uplift Farce (ibs) 0 in W in H(in) • • Ar • • •• •3.0 23.0 23.0 25.7 GfOuM Ground 43.0 04 176.5 22681 98.6 0.0 D3.0 23A 25.7 {d0') 25' (35') 92.6 73.1 3804 7970.2 948E 268.5 23.0 25.7 20' 150`) 60' (851 106.5 84..0 4371 9166.3 398.5 308.6 23.4 23;1 25.7 20Yk'(2S0'j 115'(15o') 11&1 93.4 48S.6 10185.9 442.9 $41.1 • • �1• g2 • i • • • 26.0 26.0 32.5 103 191 Ground Ground 43.0 o.b 252.3 41004 157.7 D.0 26.0 26.0 32.5 601801 25' (35') 92.6 731 5431 18287.0 5i1.0 343.1 264 2610 92.5 120' (150') 6tr' (851) 106.5 114,0 6249 iS2$1.7 Sal's 394.3 26.0 264 325 200'(250') Iis, (150`) 119.3 93A 694.2 19990.6 633A 438.S ♦• •4096 C1, C24 C3, 29.0 29.0 40.0 142-184 Ground Ground 43.0 on 346A 6427.8 23" OA 29.0 29.0 40.0 6B' (80" 25' (35') 92.6 73a 745.7 211048 727.7 426A 29,0 22.0 400 120 {150') 60' (85') 1 106.5 84.0 $573 2427L$ 937D 490,6 • 29.0 29.0 40.0 200' (Isv) 115' (150'Il 118.3 95.4 953.0 2696$.9 1 930.0 SASS • 35.5 95.5 41.8 Grourxi Ground 43.0 0.0 442.6 923$.8 21 0.0 35.5 35.5 41.8 60' 80') 26' (35') 92.6 7a.1 952.A 3%.2YL8 380:i1 639.6 02, 02, 111 D4rDs 206-308 36,5 35,5 418 120A150') 60'9e5') 106.1 84.0 1062 35931.1 1012a 735A 35.5 35.5 478 200' (2S0') i15111501 114.3 93.4 12I7.6 39926.E 1124.7 817.4 Cabinet Roof" Height __f!Ep C Roof` Height Exp 0 Horizontal Strapping Required Cabinet Roof' Height Ex C Roof' Height Exp D Horizontal Strapping Re aired Al 60' (W) 25'(35') No 81 6(i 80` 25` 35 1 No 120'(159) 601(85') No 1201(150') 6(Y(RS5) No 2w(250) =;'(IW) No 2w(2Tao') 115'(150') No 82 60' 80' 25' (35') No GI 60' (80') 25' 35' No 120'(1501 67(&5') No Im(W) SO` 85 No 200'(250') 115' i5o') No 207(250`) 115' ISO' No C2 60' (so') 25' OV) NO C3 6(r SD') 25' 35' No 120' (1W) 60' (85') No 120 1 1.a0') 60 (85 No 200'(250') 113'(150`) No 2Wi250') 115'(156) No C4 60' 80 25' (351 No CS BO' ( 2.5' (35') N0 120'(15a) 60'(85') No 120'(1a0) 60'(8.51 No 299 {254I 115` 15fi` No 200 2W) 115' (15Y) No Di 6 Y (80') 25' (35') No 02 W 80 25' (35') No 120'(150) 60'(SS') No 120` 150') 60(851 No 200' 250 115' 150` No 200' 250 115't150` No 03 8LY (80') 25 (35') No 04 w (W) 25' I35' Na 120 (15_ 60' 85' No 12D' 150 60' (a Na 200'(2S(# 1151(150') I No 200'(25D 115' 150 No 05 66 (80') 120' (W) RY (85') No Db 25' 35 No 12(Y 15U) S(1` (8SI No 200 2w) 115' (150 No 200' (250') 115' (150 No ENGINEERING EXPRESS4' 160 SW 12111 AvE. SurrE 106 DEERFIELD BEACH, FL 33442 Page 4 (954) 354--0660 ENGINEEiRINGEXPRESS.COR! G0PYrt9h1C)20I8 EV0 nDFXW69sex: r Frank L. 8ennWdo'PC. Inc. All ftIns Reserved GOODMAN SPLIT SYSTEMS Engineering Expresso I TER-16-3146.4 CABINETS & DIMENSIONS Goodman Model No. WID (in.) H (in) Cabinet GSX130181 23,00 25,75 Al GSX130241 26.00 27.60 81 GSX130301 26,00 27.50 Ell GSX130361 26,00 27.50 Ell GSX130421 29,00 3615 C3 GSX130481 29.00 36.26 C3 GSX130601 29.00 40.00 C6 GSX130611 35.50 3816 05 GSX140181 26.00 27-60 81 GSX140191 26.00 27,50 Ell "X140241 26,00 27.50 131 GSX140251 26,00 32.50 82 GSX140301 20.00 32.60 C2 GSX.110,311 ---29,00 32,50- C2 GSK140361P 22b0 32.60 C2 GSX140171 2COP 1P.50 C2 G'W41*2z 29.� 0 --- 36.25 C3 OS)140414 29.001, , PS C3 GSX1,1110481 3 .25 DI GS,X'?VO�W 3,-irgldf '31.25 05 F GSXIK"A� I 22194?xv JIS� .00 i *nn - C2 GSK#6-"A' - 29," %3 00 C2 G l9V lgti5il`- 29," I35.75 C3 GSX1&V6W 29la0b *@.so De _2S �A 35*"•44.75' --61 GSJ16-48ft' 3 V -00; 19.50 D6 &4 DSXC161 21qr 1 3;25 C2 DS)OC16036R 29.00 1 38.25 C2 DSR 1150*4*8 1 35,50 1 36.26 Di DSXC160601 35.50 38.25 03 GSX160161 29.00 32.25 C2 GSX160241 29.00 32.25 C2 GSX160301 29.00 36.25 C3 GSX160361 29.00 3825 C6 GSX160421 35,50 36,25 01 aSX160481 35.50 3&26 03"- GSX160601 35.50 38.25 DS GSX160611 35.50 38,25 D5 GSXC160241 29,25 32.50 C2 GSXC160361 3515 36,50 D1 GSX0160481 35.75 3T00 D3 GSXC160601 35.75 4125 D6 GSXC180241 35.75 40,00 D6 GSXCIBM61 35-75 40,00 D6 G;XC180481 3676 42'25 06 35.75 1 42.-25 _D6. ..- I Goodman Model No. W 10 (in.) H (in) I Cabinet GSX160311A 29,00 38.25 C3 GSX160371A 1 35,60 36.25 D1 DSXCI80361 35.50 38.25 D3 DSXCI80481 35,50 38.25 D3 DSXC180601 35,50 38.25 GSZ140181 29,00 34,50 C1 1 GSZ140241 29.00 34,60 Cl i GSZ140301 29,00 36,25 CS 1 GSZ140361 -6$Z140421 29.00 36.25 C5 36.60 3935 1 D6 GSZ140481 29,00 36.25 C5 GSZ140491 36.50 34,50 D2 GSZ140601 3&50 34.60 D2 VSZ140181 29-00 34.60 C1 VSZ140241 29.00 34.50 C1 VSZ140301 20,410 36,26 C5 VSZ140361 29,00 36.25 CS VSZ140421 35,50 39,75 D6 VSZ140481 29,00 36.25 C5 VSZ14001 35.50 34.60 D2 VSZ140601 35.50 34,50 02 VSX140181 26.00 27,50 B1 VSX140'91 26,00 27-50 1 81 VSX140241 26.00 27.50 1 Ell VSX140251 26,00 27,50 BI VSX140301 29.00 32.50 C11 VSX140311 29,00 32,50 C1 VSX140361 29-00 32.50 C1 VSX140371 29,00 32.50 01 VSX140421 29DO 36,25 C2 VSX140431 29.00 36.25 1 C2 VSX140481 35-�50,36 �25 1ql Goodman Model No. WID (in.) H (in) Cabinet VSX140601 35.60 3825 D2 GSZ160181 20.00 36.38 CS GSZ160241 35.50 34.63 D2 GSZ160301 3&60 34.63 1 02 GSZ160361 35.50 40.00 Do GSZ160421 29.00 36,38 CS GSZ160481 35.60 3C63 02 GSZ160601 35.50 40.00 D6 GSZC160241 3&50 34.83 D2 GSZC160361 35,SO 40.00 D6 -GSiCI-60481 3&50 34.-63 D2 GSZC160601 3&50 40,00 D6 GSZC180241 36.50 40.00 D6 GSZC180361 35.50 34.83 03 GSZC160481 35,50 40,00 0'0' D6 GSZC180601 35,50 40,00 ' I)) D6 DSZC160241 2940 38-�25 C4 DSZC160361 35,50 3825 D3 DSZC160481 35.50 3826 03 DSZC160601 35.50 X25 D3 DSZC1 80361 35,50 25 384 D3 1 DSZC180481 35.50 3825 D3 DSZC180601 35,50 38.25 D3 GSZ14019 29-00 34.50 Cl GSZ14025 29.00 34.60 C1 GSZ14031 35,50 34.63 D2 GSZ14037 35.50 40.00 06 Notes: The model numbers on this page may be toftwed by up to two (2) alphanumedi; characters- Those characters will not affect the structural performance, since they refer to minortmajor changes not related to the cabinet structure. LIMITATIONS & CONDITIONS OF USE: tote: Illustration selected fordimensional purposos. Use of this product shelf be in strict accordance with this TER as noted herein. The supporting host struinture shall be designed to resist all superimposed loads as detemn! ad by others on a site s0edlic basis as may be required by the Authority Having Jurisciiclion. Most structure conditions which are not accounted for in this Product,% respeciniflanchin I schedule shelf be designed for on a site-speciic basis by a registered professional engineer. No evaluation is offered for the host supporting structure by use of Ih must be considered, where appficable. Adjustment factors noted herein and the applicable codes is doctumen All supWaV components which are pormanentiv installed shall bo protected against corrosion, contamination, and other such damage at 60 times. Fasteners must perietralf, the WPP0(l;nq members such that the full length of the threaded portion is embedded within the main member. This evaluation does not Offer any evaluefion 10 meet large millette, impact debris requirements which typically are not required far this type of Product All of the wind resisting exterior panels. individually meet or exceed "it capacity to resist the design wind toads as stated In the calculations as required by the F8C. Due to me indeterminate nature of these units, distortion and deflection cannot be accurately evaluated, but with diaphragm action of external components and Internal stiffeners, the base unit has The capacity to withstand tt*St 10M,-A with individual external parts being containe(I. Yearly inspections, during equipment maintenance or after a named Siornl; all Screws, Cabinet components, clips, anchor, bolts, straps and cables are to be verified by the Ali, contractor, All damaged cabinet components, loose, corroded, broken screws or anchor bolts -shalt be replaced to arisure illnictural Integrity for hurricane wind forces. ENGINEERING EXPRESSO 160 SW 12111 AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 5 (954) 354-0660 ENGINEERING EXPRESS.COM / Frank L. Sonnarda PE, Isis. Ail Rights Reserved