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•r Date: Fee Due: Receipt# 1 Permit # . 0 1 21 Planning & Development Services Building & Code Regulations Division SC,q 2300 Virginia Ave. Fort Pierce, FL 34982 L9t, (772)462-1553 �/1 0/ SPECIALTY PERMIT APPLICATION ❑ Electrical ❑ Plumbing iVVAC ❑ Fence ❑ Shed ElDemolition ❑ Gas ❑ Siding Seepage 2 for instructions and additional paperwork required for specialty perndis� 1. Location/Site Address: 3�Co `� C3� ccA 2. Parcel ID Number: S —`\y — J 0� (�j'cl 0 -OC)o ✓ Office Use Only Section Township Range Map Page Zoning Land Use Initials 3. Complete Description of Project or Work: C Cl A 3 4 in -3 s 4. Owners Information 5. Contractors Information Name: �� \�� FL Reg/Cert #: Address: 1 ` l.t(Cert#: � `> � 11( (- �� C� ` � �'CountY City: �()( ��� r e (� State: _ Business Name: ` C �e (� r N zip: 1 ` C�� Phone:�"�� 32 ZPhone. 1� Fax Cl) Ci (' C ' 6. Value of Construction: $ )kc-A 'Ci� 70 ' 01 OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in Gcompliance with all applicable laws regul ' con gruc ' and zoning. P NT -OWNV OR CONTRACTOR0�>ORWHOHASPRO SIG OWNER OR CONTRACTOR STATE OF FLORIDA, COUNTY OF /�/ ACKNOWLEDGED BEFORE ME TH/Y OF 20 �C/ , BY • ' �� 1 WHO IS PERSONAL KNOWN TO CED AS IDENTIFI I lV 'r -W T "" Notory Public State of Florida �r ry, Notary Puplic State M Florida 1% Montka L Pear z 't+ Mrrnik I L Feftlendez //' My COltltfl(69hSA ��4� SIGNAT E OF O My Car{I(iiiiiBi6n A $24t1 YPE OR PRINT NA O NOTAR ExpirrBB 6q/dd/2®1q e O Expire& 0410612014 COMMISSIONNU NOTICE TO OWNER: 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. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $7500.00 Revised 04/26/2010 NOTICE TO OWNER: FAILURE TV KECORD A NOTICE OF COMMENCEMENT MA; i"iESULT 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. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $5,000. INSTRUCTIONS Please complete all information in the space provided: All information must be printed (use black or blue ink only) or typed. This permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration. The information to be provided with this application includes: 1. Location/Site Address 2. Parcel ID Number 3. Description of Project or Work Activity 4. Owner Information 5. Contractor Information 6. Value of Construction Indicate the street address or general location of property where the building activity is taking place. Indicate the tax identification number of the property where the building activity is taking place. Fully describe the activity to take place. Indicate the name and address of the owner of the property on which activity is taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all current retail material and labor costs associated with the building/construction activity. Construction value is used to determine the permit fee. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. ❑ Gas Attach 2 piping schematics with tank size,location, and BTU of each appliance ❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications ❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence ❑ Siding Attach 2 copies of manufactures specifications EdHVAC Attach 2 residential energy studies, 2 manual J calculations. 2 sets of duct layouts for new system or full replacement This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. NOTE. Emergency electric service change out inspections will not be performed after 3: 00 PM without special arrangements and additional fee paid. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261. • RE'LEAS,E OF LIM), A9ftAviT 41 reserved, for use of recordmg'offic 1. The undersigned contractor, for an in conjideration of the payments of the sumllof is hereby acknowledged, hereby releases a quit claims to paid, by receipt of which described property, all liens, lien rights, cla 4 .,the. owner of the hereinafter or demands Of any kind what he building located on, or pr soever which th6 undersigned now has to might have against t iqh e ises leg -ally described as J on account of labor Performed and/or mater'. irls furnished for the construction nstrut Of,6-ny..§udh j 6irpv6hjijnt 2. All labor and materials used by the und #.bn said premises. erdsigned in the bred been d in full, except as erection of said-id-Jy proyemeqtg �h h, aj' follows: - - ... .. ...... — 1 llol ill lu hour, services, or met for said im0fovemeh'tb 4. This instrument is executed and delivered 10 the 6wh&,in c olia Ob Qrh n 5. The undersigned contract rs o, does hereby t d6hsbh. to the payment by at above named. IN WITNESS WHEREOF, I have hereunto sot by hand and seal this Witnesses: 1. 2. By STATE 00 FLORIDA: COUNTY OF MIAMI.;DAbE: 1, hereby acknowledge that the statements contained in the foregoing Role, ta C to and subscribed before me, this day of Notary Public Print Notary's Name: MY Commission Expires: 123.0152 PAGE 5 3M 0 Ytt en pa{d i u �e x I c ot 6 n if 11 1 z ,, I . e - . sfdIIow8: Ater 713 1tu ft$ giving 00, 10band1those lien6ts day of 20_ (SEAL) (C 4/29/13 Property Appraiser - St.Lucie County, FL _ J PROPERTY RECORD CARD Mary Ann Ryan Record: 1 of 1 <<Prev Next» Spec.Assnutt 'Taxes Property Identification Site Address: 336 TROPICAL ISLES CIR H-10 ParcellD: 3410-508-0190-000-5 Sec/Town/Range: 10:36S:40E Account #: 172712 Map ID: 34/10N Use "Type: CPRATVES Zoning: CG City/Cnty: St Lucie County Ownership and Mailing; Owner: Mary Ann Ryan Address: 336 Tropical Isles Cir Fort Pierce FL 34982-7916 Sales Information Date Price Code Deed 5/23/2007 100 01 MS 4/19/2007 100 04 PR 4/11/2007 15000000 02 WD M. a oa i w Im1 SPA tfrl i �- OVA ccan, x a Exemptions Permits Home Print i Lt:gtal Description TROPICAL ISLES (OR 2786-2163) UNIT H-10 (OR 2834-2935) Assessment 2012 Book/Page 2012 Final: 48200 2834 / 2935 Assessed: 48200 2802 / 2171 Ag.Credit: 0 2802 / 2168 Exempt: 48200 Taxable: 0 Taxes: 264.17 BUILDING INFORMATION k Total Land and Building; Land Value: 12000 Acres: 0.13 Building Value: 36200 Finished Area: 1301 SgFt Exterior Features View: - RoolCover: - RoolStntct: - ExtType: MHA - MHA YewBlt: 2003 Fratue: - Grade: TRPI - Trpcal IsMH Ei[YrBlt: 2003 PrimeWall: - StoryI-Ight: 0010 - 1 Story No.Units: 1 SccvVa]1: - Interior Features BcdRooms: 0 Electric: MX - MAXIMUM PmihitWall: - FullBath: 0 HeatType: FHA - FrcdHotAir AvgHt/Fl: 1/213ath: 0 HeatFael: ELEC - Electric Pnn.Flors: - /J/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth 1 0500-CPRATVES 127 -Site I THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. mmw.paslc.org/paslc/prc.asp?prclid=341050801900005 1/1 NMI— + •`L=✓.-a:.+" ti....:. 'w.� a+..,r Aw+S'a-zr b:..-.. s.y.:"'o:,-.t -a....t,s=,a's..✓ a...r 4..=..b,Y;1a.�+r.��-�*,-n<h_-a;:n.:+�<'..�.:e-'tr;*'2r.,,±.sxr. scxa-k :.a*-2. "` �., f..� a«.--..r,»ra-.,=:;t-sue ,a.:.....•a,Ma��.�m+y_a.�-"'" to-.., *�*-;n.-: .d:�<^�, j*:,+ t...-a^ .w�..:t,...,+, y�,:5-: tc k+9> t.:�'=.t4-C.:++.�-s. �.�°. r.r^r:...->.: ,*-y' r..c� e- ry t Name.,., � � oatQ. ' d D Service - Cl Install �l -- X {t a ( �' Job #: "''f 0 Estimate [I_ Recall Address / C 1 Apt # ?i� M. Toch: l'e / i�h O Emergency Service A/C Service Sc;Duct Cleaning C cuy � - St I Zip =r �r' Toc,; Servicing all of Florida & North Carolina Con: Tet' Truck #•. �+ I) Free: 877-821-6026 Email: aircare@ac-duct.com CI Scanned InMaterials Ordered Air Care Solutions #CMC1250272 Fex� Email: rJ Completed HVAC: Basic airduttcieaning sLUL,- r• COMMENTS Y tdodel# tdodel# Ly � � - rsn 9 s Pst ACPS Branch Return/Supply Air Duc ent Grill Wash- Clean raturn and so duct urorK Serial r Serial u ._�yy cs; rcals xf3ceht801 AHU: Contactveauuunn atr hang unit, includes interior corn artmerts Brand Brandt s Ck(l"�)' E 2 g SERCOIL RP isaterrcueantn band washingttbrushy - H VI D H W D oc( ti i f j f U'•:G bri'axtlTasdta _F Lvr'— Plenum pneneonngec ontwxlplaaum,Conacig vast] surtaca nssde Evaporator Coil: , ToniSeer Ton(Seer £ �f"".: 0. [rC''rn�rt - - : r21 �=surewashwithcoilcleanerw1utionUNIT Blower: clearing over Components ' * r v e $ i Drain Line' Inspect andflesh drr!nline Freon: R22 410A 134 h' �sttmr's Condenser nit: Pressure wash with r»7 deanerso:uiion and fsRor`,rrr vaasurdrtQ .. Duct Repair I Replace _ c- or MIMI= Thermostat I Contactor � L <bM,Ln Scar Deodorizer Breaker I Disconnect Box p SRRL Sanitizing: Sanitlzer, Fungfcidal; Bacterial Capacitor /Transformer Cr k in Envirocon: Applied for Microbial Control Relay 1 Hard Switch t J 1 Lqv�F sAREAS Micro -Ban: Co otstxmtd,mke :{ rg18hacteria Float Switch 1 Condensate Primp _ t �`' `r: S mokeiPet Odor. Forsmril%ooda cons al AIC Checkdr ^_t ' �,iJ � ` nGzt t°ct�t Duct Seal Coating) Soot Set _ ' r t ,�&� � (j Brand. l'ritP ' l #f 1 SeeriTon Tota! s , . •� Filter: rJGold LJSiiver C7 lox -7 �, P . 4 •DCDntractlJab 7I1d 3 =4-; Fierze:xei - G _UV - ,t O Finance 7 Cash O W 5) Visa O MC r1 Amex C.7 Discover_ Light & Install UV Light Ozone & Install �5� QL9 t / r�=RL-glarLbHrs. CCe,.._,._� ' Y �a_ � �," f ' %i oratttount5 "E DRYERs s Cvv# _ Ezp. Qata 6 _ Atnh ti R t... r _ hrs. @ _ Cl Side ° " 0 Roof . --LIBBSIC f �Ferng. h-trbyc m11 Type nR-22 O 410A S 2� Gustoiner Amps High ACKNOWLEDGt1;.ENTOFTERMS: OYc"en»"v;a0ava cuaiamcau.hostoa the atimoserviccs arrl agrees to the terms & condinnssetiorth on the revrs:e sioeoruisa"-=ent wilt] rdl or-5e' en;;cnsoratry r0cfloval w0vrisauL4rizort by u* eustonmr at the unto services rI PcIfamted Cu5turpr a'soripe4toply fit fill the chatta5 �enc �rbovo,thcrad;irg nher Ytro an i hen r@oub Sara Recovered? ❑Y ON °Qty_,,�,;,� -,• Recycled? OY O.N Qty .. • - ♦ S R*+ !� $ r W5 �. 5 Ana�aNq taxes. tr with anydInt, 4.ockPi0nal LQr.03 m4holaetlh custom rat the thre S_YY tours lXNnfl.i:tod. ara not mponsibiolot Malaita, +•� rA / SOLUTIONS CONDITIONING SERVICE 70 CHARGE THE LISTED CREDIT CARD FOR S rsk•' f'b',t , Reclaimed? O Y '-1 N Qty _ • • t S g 1 HEREBY AUTHORIZE AIR CARE AIR _ . BY S1GNUfG BEt.BP/t eXkYFIRS/TffAil�i� RAFD TifAT Arc GMTfS tN aVaRirtNG CONDf7W4ANa rN.�J7NA 1WS C Tit WORK PF.RFCRMED ANa FOM'D MIFINI?RI(CO t.ErFD TO i %. �� r j t i Rewmed? n Y 0 N Qty — S j " ' aw a YSATISFACrratt, set sxu � ! .. = _ _ i_ _ Default F- `'Dn -- `Work Order Service/Product Description Price Qty Amount 3 TON 13 SEER PACKAGE UNIT GOODMAN CONCRETE SLAB SS2 THERMO 8KW This area can be customized to convey any message that you desire to either customer's or employees. To edit this text go to the options menu. Select the reporting option, then select the invoice/work order/estimate options. This area is called the disclaimer and can be edited by clicking on the disclaimer button for the work order. Subtotal Tax Total I hereby acknowledge the satisfactory completion of all services rendered, and agree to pay the cost of services as specified above. Customer Signature Date / This also can be edited in the Work Order Agreement Option Certificate of Pro-duct-Ratinas AHRI Certified Reference Number: Product: Single -Package Air -Conditioner, Air -Cooled Model Number: GPC1336H41AC Manufacturer: GOODMAN MANUFACTURING CO., LP. Trade/Brand name: GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, ONE HOUR AIR CONDITIONING AND HEATING, ENERGI AIR Manufacturer responsible for the rating of this system combination is GOODMAN MANUFACTURING CO., LP. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air -Conditioning and Air -Source Heat Pump Equipment and subject to verification ,of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 36000 EER Ratrng x SEER Rating (Cooling)., 13 00©' T I %vrb'VW 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 akeretion of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products ofAHRI. 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 forthe model cited on this certificate can be verged atwww ahridirectoryorg, A "IM' Air -Conditioning, Heating, click on "Verify Certificate" link and enterthe AHRI Certified Reference Number and the date on how an -' and Refrigeration Institute which the certificate was issued, which Is listed above, and the Certificate No., which Is listed below. ©2013 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 130118172217852289 AMP Interna 201.0 Florida Buildi State Approved, FL, EQUIPMENT TIE E TD04 TD06 TD08 _ FT D0 4 S S TD06SS TD042L TDo62L TD062 o,i, nal ig Code 423;9-R1 OWNS ,der Coat, 4/Bag ,der Coat, 4/13ag 'der Coat, 4/13ag Steel, 4/Bag Steel, 4/Bag der Coat, 4/gag 2„ �� der Coat4 , x /Bag 6 Fat Cat Clip, Galvanized, 4 Ba / g 1" x 4" Tie Down Clip, Galy/Poi 1" x 6" Tie Down Clip, Galy/Poi 1" x 8" Tie Down Clip, Galy/Poi 1" x 4" Tie Down Clip, Stainless 1" x 6" Tie Down Clip, Stainless z" x 4" Tie Down Clip, Galv/Po\, 2" x 6" Tie Down Clip, Galy/Pov BMP International, Inc., 4710 28th St N, St. Petersburg, Note:. This file contains approval BMP tie down clips. Information information from wwvr n required by building dE from listing the approval number, FL14239-R1 on your submitting copies of the drawings. Consult with thei departments for their requirements. This file can ndi for use. Drawings 1-4 contain the installation i nstbe dor ructior FL 33714 - 727-458-0544 '.floridabuilding.org for partments will vary, ermit application to Vidual building mloaded in PDF format S. i ► 1 1 �s (1� 1n i War xaostrauon I Not Tapia i SYDmx SYIO\Irea tun►/ltir t � BusO. ttf���Q ts ,,(��.. Professi�al product Approval rypuG71bn1 tali ills N., Regulation Y.= Kieft dw Y • rmave ar Ae.�aeu'"^i.-� . Aedicuen Ltn ♦ AFFlwd.e thud FL s Application Type F1.14229-R1 Code Version Revision Application Status 2010 Comments Approved Archlved PR1dUM Manufacturer Add—/Phone/Emall BMP International Inc. 4710 28th Street N St. Patersburq, FL 23714 (727) 4SB-0544 benmenge®yahoo.com Authorlted Signature Xlanbin Meng benmen980yahoo,mm Technical Representative Address/Phone/Emall Quality AssorAnat Representative Address/Phone/Elnall Category Subcategory Structural Components Anchors Compllanea Method Evaluation Report from a Florida Registered Architect at a Ua Professional 6Igln aer 11/ Evaluation Report - MardCopy Reulvtd Florida Engineer or Architect Name who dweloped the Frank L Bennardo, P.E. Evaluation Report Florida UoU se Quality Assurance Entity PE-0046549 Quality Assurance Contract Expiration Date National Accredltatlon h Management Institute, Validated By 12/31/2013 Ryan J. King, P.E. Validation Checklist - Hardaopy Recelved CedIn®teofIndependence Ft14 1 Tg R1 C01 Cr r --"'QLW Ref.nnpd Standard and Year (or Standard) ' ' ASTM 01761.06 yIUU! ASTM 01761.88 2006 2000 Equivaler" of Product Standards Certlned By Florida Ucented Professional Engineer or Architect FL147 T4 RS Fe I Fe I df Sections rrom the Code Product Approval Method Method 1 option 0 Date Submitted Data Validated 09/29/1011 Date Pending FBC Approval 12/13/2011 Date Approved 12/18/2011 01/31/2012 ducts ' Model, Nu�71e-Down Description r"'- �Cjlps, Slotted Steend SteelTit-Down Cll 52- MadelsRoof p ystem (For Use with Mechanical —. or Grade) • In MVM2tYesInstallation [ outside HVHi: Instructlpns st47s—� Yes ImPact Resistant: N/A 0•.19,1 P-..un, N/A :ag gdf i Venned By: Frank L Bennardo, P.E. 0046519 Created b n I y l dependent sOtthertem. this design Provides allowable capacities for the ro9ulHd It Third Party: Yes [v.luaion R.P.M. i1Nll tq design pressur[ (demantl I G 7l9 Rf A ROt Restated by others for,uea with this dealgn. ) Croated by independent Third Party: Yes 'www.Roddabdildiag,org/pr/pt_app_dd.aspxlpuam.wGEVXQ"DquDFJER05Ct IRuPJMIQ 'Cos 01P0292 fFOQotJIHiUNyA%1d%3d 1 Surd d Florida at 2/27112 12:44 AM Page 1 of 2 `.,E P� I. �... �`� '"` 4—;w�`r; I : ",a\ _ ''' - : f_._.:...:...:::..,•... -._ . .:........ ...... .......... .. . REST i Product EvalUcition'Reloort November 4, 2011 Application Number: FL #39 FLB Project Number: 11-BMP-0001-01 ' Product Manufacturer: BMP International i Manufacturer Address: 4710 28th Street, North St. Petersburg, FL 33.714 , Product Name: Slotted Steel Tie -Down Clips, 1" and 2" Models Product Description: Steel Tie -Down Clip System (For -Use with Mec lanical Units at Roof or Grade Scope of -Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building. Commission) Rule Chapter 9N-3.005, F,A.C. statewide acceptance per Method 1(d). The product noted above has ben tested and/,or evaluate summarized herein to show compliance with the 2010 Florida Building Cc and is, for the al for Intended, at least equivalent to; that required by the Code, d as following pertinent Florida Building Code modifications or revisions. uation of this product shall be�equired Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing Mount -BMP-0001-0.1 titled "Mechanical Unit Steel Tie -Down CI p Capacities: Roof -Top Mounted Applications,, sheets 1-4, prepared by Engineering Ex ress, signea a sealed b L. Bennardo, P,E. Is an Integral part of this Evaluation Report. At -Grade and YFrank' • TEST REPORTS Ultimate test loading structural performance has been tested in accordanc with ASTM D standards per test report(s) #TEL 01970387A and #TEL 01970387E by TEJstinS Eval anon a Inc. 1761-88 test ,� boratories, • STRUCTURAL ENGINEERING CALCULATIONS� Ra�s'Ed 54'* ��l - Structural engineering calculations have been prepared which = -des throw evaluate the product based on comparative and/or rational �1.V `'for analysis to qualify the following design criteria: 1. Maximum Allowable Unit Wind Pressures 2. Minimum Allowable Unit Width 3. Maximum Allowable Unit Height # at% bn 4. Minimum. Unit Weight p E. 5. Maximum Allowable Unit Surtace Area 0 �`A� 6. Clip Configuration and Anchor Spacing 7. Anchor Capacity for Various Substrates 3t 160 SW 12TH AVENUE *106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX; www.ENGEXP,coM54-354-0443 EXPRE� :.::.::.:..::..:.....:...: . .........:..., .................. - SS IN BMP INTERNATIONAL — SLOTTED STEEL TIED OWN 8. Maximum Allowable Additional Uplift per Clip In Com with Rooftop Applications) 33% Increase in allowable stress has been used in the design of this Impact Resistance: Not applicable to this product. Wind Load Resistance November 4, 2011 — Page 2 of 2 tion with Lateral. Forces (For Use This product has been designed to resist wind loads as indicated in the d sign schedule Evaluatlon Document (I.e. engineering drawing). s () on the Product Installation The product listed above shall be installed in strict compliance with the P engineering drawing), along with all components noted therein. The product components shall be of the material specified in the product engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluatic drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed listed in this product's respective anchor scheduleHost structure conditic in this product's respective anchor schedule shall ie des(gned for on a site professional engineer. All components which are permanently installed shall be protected against other such damage at all times. This product has been designed for use within the High Velocity Hurricane Fj 160SW 12TH AVENUE 106 D PHONE: 954-354-0660 EE : 95 BEACH, F # FAX: 4-354-0 WWW.ENGEXP.COM. duct Evaluation Document (i.e. uation Document (i.e. Document (i.e. engineering )ads and shall be of a material S Which ar®,n.t acoounted for specific basis by a registered on, contamination, and (HVHZ). 33442 43 GENERAL NOTES: __ 3. I \I RMAN TER (ONE EACH ON APEX, TOTAL OF CLIP SHALL NOT LAICAL UNIT AS ANCHORS CLOSER n -DOWN �RprMECHA I _ I •t-luLoMlN. WWUNT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP SEE DESIGN SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP. STEEL TIE -DOWN CLIPS. 1,2 SEE DETAIL 1/4 & 2/4 IN ADDITION TO TIE -DOWN 4 SCHEDULE FOR CLIP INFORMATION, TYP. Tl(P.- _ --- .._.._.... ' 3- MAX 3" MAX \ TYP. _TYP. A _ UTILIZE (1) CLIP* AT EACH CORNER AS SHOWN WITH 3" MAX OFFSET FROM END OFMECHANICAL UNIT. TIE -DOWN ISOMETRIC I" = 1'.0" ISOMETRIC °FOR CLARITY, THIS ISOMETRIC ONLY SHOWS 1" CLIPS. THEISOMETRIC •• - --• - Y•OUF•I-S• TYRICAL- F-0R-SOTH1"•AND.:2:'..GLIP-AP_P.LICATIOfiS.._,2' CLIflS ARE NOT CERTIFIED FOR ANCHORAGE TO CONCRETE. EXAMPLE SURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVENMECHANICAL UNIT THAT CONFORMS TO THE ETS 2&3 FOR TIE -DOWN SCHEDULES.) " INIT WITH THE FOLLOWING CRITERIA= VERIFIED BY OTHERS, INSTALLED TO 3192 KSI MIN. CONCRETE AT GRADE AS VERIFIEOBY OTHERS. _EP _E ON SHEET 2 AND SELECT CLIP I •.....r�I I.�IIT TA OC fAIrTAI1 Cf� RESULT I R 1 STEEL CLIP 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE PABRI( ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLOE CODE, FOR USE WMIN AND OUTSIDE THE HIGH VELOCITY 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS E3EEN U DESIGN OF THIS SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCTAND DIE REPORTS #TEL 01970387A #TEL 01970387E BY TESTING E1 LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRIT•I THIS ENGINEER SHALL Be PERMITTED. 4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF C HEREIN ARE DETERMINEED THROUGH TESTING REPORT DATA CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. S. REQUIRED LATERAL AND/OR UPLIFT DESIGN PRESSURES CAL; WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 6. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT UNIT SHALL CONFORM TD SPECIFICATIONS STATED HEREIN.) SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE A: MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS I OF THE CONTRACTOR. 7. FASTENERS TO BE #12 X )4' OR GREATER SAE GRADE --------0THERWISE.-TgpCONS•REEERRED TO.HEREIN_StiAL1 Q1 ITW BI CARBON STEEL ONLY, INSTALLED -TO 3192 KSI MIN CONCRETE. SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHAI APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROI 8. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE D) WITH BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST ( AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED P ACCORDANCE WITH THE 2010 FBC SECTIONS 2203.2 AND 2220 COATING REQUIRED FOR ALL COASTAL INSTAL.LAT[ONS. 9. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTII MINIMUM, ALL CONCRETE: SHALL BE STRUCTURAL CONCRETE 4" SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI, U OTHERWISE. 10. ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN GRADE #2 WITH SPECIFIC GRAVITY G = 0.55 OR GREATER. DIRE CONNECTION TO WOOD MEMBERS/SLEEPERS IS NOT PERM[TTEC APPLICATIONS PER FBC SECTION IS22. DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, I.E.ALUMII 2003.8.4. 12. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNEE" OTHERS. 13. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND S LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIOA IN(fCUDEO IN THIS CERTIFICATION:EXCEPT"AS'L7(P-ILT S�LYVROV NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE-INTEN 14. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PRO INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DII THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR US CON)UNCTION WITH THIS DOCUMENT. 1S. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE n RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTC ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEr RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTL HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY 000 UR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OFTHE CONTRACTOR. 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (3)-*12 SAE GRADE 5 SHEET M u (t=0.0299`). SCREWS THROUGH •CLIP* TO O00 oo�, Z / MECHANICAL HOUSING ONIT Bi , O OTHERS. PROVIDE (S) PINCHES PAST THREAD PLANE FOR EACH 00 0.068` THICK ASTM �% SMS, TYP. 0 A283 STEEL CLIP, TYP. !% . BASE OF UNIT SHALL 0 ANCHOR PER ANCHOR BE FLUSH WITH BASE 3/8" - OF CLIP, NO SPACE ' j" -' e PERMITTED, TYP. G Y4"0 HOLE, WITH ANCHOR FROM 1" (OTHER- CL IEP ANCHOR DIMENSIONS SCHEDULE, TYP. SIMILAR) � i` SUBSTRATE PER ANCHI SCHEDULE (VARIES) I" TIE -DOWN CLIP ,- ANCHOR DETAIL iSOMETRIC q 3" - 1'-0' DETAIL CLIP IS DESIGNED F CONTACT WITH THE BA: MECHANICAL UNIT MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0.12S- MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE (3)-*12 SAE GRADE S SHEET METAL 33KSI MIN. STEEL, GRADE 33, 22GA MIN. SCREWS THROUGH CLIP TO g (t=0.0299"). MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE (S) PINCHES MIN. f —PAST -T' lREAI>-PLANE-FOR-EACH-- X f� SMS, TYP. 0.113" THICK ASTM A283 STEEL CLIP, TYP. / (3)-#12 SAE GRADE BASE OF UNIT SHALL , % ",� SGREWS-AT TOP OF 5 SHEET METAL BE FLUSH WITH BASE :', . (2) ANCHORS PER ANC % 3/8" SCHEDULE SLOT, TYP. PERMITTED, TYP. Y4"0 HOLES, NOT TO BE USED FOR J ANCHORS, TYP. f ! /. /• f / ��� ,.'' SUBSTRATE PER ANCHO SCHEDULE (VARIES) .375' .00' 2" TIE -DOWN CLIP �D.So" 4 ANCHOR DETAIL O.SO" 4 3" = 1'-0' DETAIL - - •-_.......,.•. J V 01=L 91 PSF WOOD ZA;RLW To ............_.,� CONCRETE SCREW TO STEEL ALUMINUM • ,-.-.- ......_... _ WOOD 9i PSF 91 PSF 61 PSF 61 PSF 61 PSF 91 PSF 100 PSF 100 PSF 100 PSF 100 PSF 4IN ..40_PSF _ 40�PSF 40 PSF 61 PSF 100 PSF 100 PSF 100 PSF 100 PSF 30 PSF 30 PSF 30 PSF 40 PSF 77 PSF 77 PSF 77 PSF i�7 PSF 22 PSF 22 PSF - PSF 30 PSF 58 PSF 58 PSF 58 PSF 22 PSF 58 pc 26 PSF 26 PSF 26 PSF 43 PSF 43 PSF 43 PSF 41N 49 PSF 49 PSF 49 PSF 47 PSF 39 PSF 39 PSF 39 PSF 37 PSF 33 PSF 33 PSF 33 PSF 31 PSF 27 PSF 27 PSF 27 PSF - MECHANICAL HOUSING UNIT WITH (3)-#12 SAE GRADE S SHEET METAL SCREWS. )RM 26 PSF TO THE FOLLOWING: ((S)-SHEET METAL SCREWS REQUIRED FOR LONG CLIPS, SEE DETAIL 1/4.) 6063-TG MIN. ALUMINUM SHEET WITH Fty=30 KSi, 0.12S' MIN. THICKNESS. ;[ MIN. STEEL, GRADE 33 22GA MIN. (t=0.0299"). - OR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES, 1" CLIP. CONTACT THIS ENGINEER FOR SITE -SPECIFIC ENGINEERING. ANCHOR — - (I)-y"p CARBON STEEL ITW BUILDEX TAPCON, 1%- FULL EMBED ` TO CONCRETE, 2' - HIM. DLED STANCE, 3'-MIN-SPACING 6-71-ADDJACENT`ANCHO CHOR-SCUEDULEalrncc• 'F DE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN PAST TNE FOR SHEET METAL SCREW. (1)-#1E:DE 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. --� 2.' ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. (1)-A1GRAS SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PASTTHREAE FOR SHEET METAL SCREW. TABLE LEGEND: (1)-# 14 SAE GRADE S WOOD SCREW TO WOOD MEMBER, PROVIDE 132' MIN. THREAD PENETRATION, "DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE 1" MIN. EDGE DISTANCE, 1' M[N. END DISTANCE. �'/,7��JJJJ] ��.�/u�l�!!!�d -DENOTES VALUES NOT APPROVED FOR USE ✓N SCHEDULE: AT GRADE INSTALLATIONS: MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR RE TO HOST STRUCTU (1) CUP AT EACH CORNER (TOTAL OF 4 CLIPS PER UNIT) - (2)' CLIPSAT EACH CORNER (TOTAL OF 8 CLIPS PER UNIT) I SHEET METAL SCREW SHEET METAL SCREW WOOD SCREW TO SHEET METAL TO ALUMINUM EL_ SHEET METAL WOOD SCREW TO ALUMINUM 100 PSF --TEE WOOD 100 PSF 100 PSF 100 PSF 300 PSF 100 PSF 100 PSF 100 PSF • N 67 PSF 67 PSF 100 PSF 100 PSF 100 PSF 100 PSF SO PSF 67 PSF 100 PSF SO PSF SO PSF 100 PSF 100 PSF 99 PSF 38 PSF -38 PSF 38 PSF 99 PSF 99 PSF -� 41, 7.4 PSF 41 PSF 41 PSF 74.PSF 7.9..P$F 80 PSF 33 PSF 33 PSF 33 PSF, 80 PSF 80 PSF .._. _.-..--------------- ---.:�-. - ' 64 PSF 27 PSF 27 PSF 27 PSF 64 PSF 64 PSF 53 PSF 53 PSF 53 PSF 44 PSF CHANICAL HOUSING UNIT WITH (3)-* 12 SAE GRADE S 44 PSF 44 PSF SHEET METAL SCREWS. 4 TO THE FOLLOWING 63-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0.125' MIN. THICKNESS. 4IN. STEEL, GRADE 33, 22GA MIN. (t=0.0299"). AS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACTTHIS ENGINEER FOR ANCHOR ANCHOR SCHEDULE NOTES: -..___..-.._..._ _--_-.�.....-�......... �.-�.........-.. •.. •nti �.-•nor. DesignStar Load Calculation Results are intended for use with Rheem heating and cooling systems E SHR .75 Number of residents 3 .......... , �..�.. C'eiIino �heia�ht 9 Window U-value MKI in'd.ow SHGF ' 0.85a: Moisture grains Heating infiltration (ACH) Ell WI Vvi-niter -vents lab o Q Summer ventilation 40utdoor+ x Heating Cooling r i r Relative Moi"sture-,Ai f- - nce „64 .. ..f ................. i fndoor ` Heating Cooling Des(gn temperature difference(°F)33 18 ......... . 0 Area Btuh /o of load At III" a < p % eYv. b` n .' .. * ^'� OOf o o eilicn,✓, Nlndows 20 �3Q69 system Efficiency Loss 1392 5311. Heating Loads 15,311 BTUIhr Infiltration ficiency Loss Ceiling Windows Cooling Loads � 4 26 309 BTU(hr �q: $ �� r AED Graph ® 6 ' ' Mum System equipment selection will be made using the f6llowi6g derived values. ° 'GI ass,,(S) 94�sq: ft. b J r�Glass (� 13 sq ft Glass (E),.-' 13 sq. ft. 4 k t. Summer.Outdoor 90OF , ��Summer Wet Bulb, 7 12 _..,.a... ...G..b..i } ..�..c.,. a,,...,,,8 ....,,a .....3„.: ........a, ,....8...� 4 ...ab.v a .,...o... 8 .nw.u.,,...,.,..>.......,..e..a ...,.0 .....«.._ . , Summer. Indoor 720, i 'Winter Outdoor° 470E i t S " p C f E & trt 5 t O G Wlnor, r � s r 1' t r Irtda 80 F e o Sensible Cooil,n.g 20;880.Btuh Required Coollrg Airflow 949 CFM Sersllle Heating 15,311 Btuh, x t ue Asa .A a X 7, Req:dired�Heating Alrfl �w.� 199,CFM i ! rh¢ Now, D"aof Comtotff Des ig nStar Load Calculation Results are intended for use with Rheem heating and cooling systems x3 � z ., �€ {'ktr - us ri�'a.aE. bx'er,t rf ea ,` rIA- c'ifi-tl'-Y3e,, NO At yIkt _ E iiN-�;tif�r AS". F'3d' Cer1`ing 'height." Xb IUA a I.Aue r,� xisrh� d f, NF�� tWr R eta l u( M, Tr�i 1 V 0 0 11`� ar'�t '� ��,,,..�w°�}f+ `�u�€` �x7t�s.�� f�' �+4 i� 2s�,�k�vj. }�.. k�GN Floor U.va°lue R value 0.2] 5,. H J § t 1 � ri`". � i � .,. i � iS L }C � 7 i � 3 # 3K ✓� ` S}7 X NhY � 4 � i1 � 3 9 K 9! h .....�u� Y 3l f.t.. �Fb £ .....ii..,. ''Y � i ��'it....i�, d�tF � � � �dr374� . . ' ' n.7i.fl'm+}� n..t'�l�v�.i l � Sg...i•.t..,ki .e1kZ 't1 Y M lit.. F�- :1..•r .x Window U-value 0.5: Moisture grains 64 Duct gain % 10 Heating infiltration (ACH) 0.8 ................... M Summer ventilation 0 Outdoor :Design temperature difference(°F) ...... _..................................... .......... ....................................................... . ...... 64 33 ......... .......... _......... _......................................... 18 ............. _..... .................... ....................... _. Btuh % of load Heating Loads 15,311 BTU/hr Infiltration ificiency Loss Ceiling Windows Cooling Loads 26,309 BTU/hr Sensible People Load Latent People Load r System Efficiency Gain Windows Latent Infiltration www.ahl•Idirectory.orgCertificate of Product Ratinas AHRI Certified Reference Number: 4635459 Date: 4/30/2013 Product: Single -Package Air -Conditioner, Air -Cooled Model Number: GPC1336H41AC Manufacturer: GOODMAN MANUFACTURING CO.; LP. Trade/Brand name: GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, ONE CONDITIONING AND HEATING, ENERGI AIR Manufacturer responsible for the rating of this system combination is GOODMAN Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-( Heat Pump Equipment and subject to verification of rating accuracy by AHRI-spot party testing: I Cooling Capacity (Btuh): 36000 j EER Rating (Cooling): 11.00_ Ratings followed by an asterisk (•) indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an �m DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and asIi the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or perfo7a unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the direc TERMS AND CONDITIONS 1 This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confJd The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered Into a computer database; o forth or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION "IMF, The information farthe model cited on this certificate can be verified at vuww.ahridirectory.org, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on %0 . which the certificate was issued, which is listed above, and the Certificate No., which is listed below. '�"� 0� ,' nlC 02013 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NOJ: DUR AIR IFACTURING CO., LP. oning and Air -Source , independent, third rerate. > no responsibility for, of the product(s), or the at www.ahridirectory.org. mtial reference purposes. otherwise utilized, In any :onditioning, Heating, Refrigeration Institute 130118172217852289 AMP Interna al Ud 6uiiaing Code State Approved, FL 1423'9-R1 EQUIPMENT TIE Q;OU1/NS .1 1' TD04 1" x 4" Tie Down C TD06 �� Ilp, Galy/Poi 1 x 6 T1e Down Clip, Galv TD08 x $„ /Poi Tie Down Clip, Galy/Poi TD04SS 1 x 411 Tie Down TD06SS �� ,� Clip, Stainless 1 x 6 Tie Down Clip Stai TD042L n I TD062L TD062 2" x 4„ 11 Tie Down � Clip, ess Galy/poi, Z x 6" Tie Down Clip Galy /P der Coat., 4/g a der Co ajt, 4/B a der Coat, 4 Bag >teel, 4%gag Steel, 4/Bag— der Coat, 4fBa� oaer Uoat, 4/ga 2 x 6 Fat Cat Clip, Galy ' g anized, I4/gag BMP international Inc. ! � 4710 28th St N, St, Petersburg, ' �F 1. 33714 - 72 7-45 - Note; This file contains approval information 0544 nformation from ww BMP tie down clips, Information required b WY-floridabuilding,org for from listing the approval number, F Y building departments � ill submitting copies of the drawings. L14239 R1, on our I i vary, g Consult with the in permit application to departments for their requirements. This file can be d wi nl ual building for use. Drawings 1-4 contain the installation instructio Snloaded in PpF format i ��dtii.; ill,. y. .55.i;'�:7Ji ;. i': ,tt.• '..T •_. .., •�.��Jl , ,. fes `1�Regi�lati �">: ��_ 1:.•: rrrimenid acts a' r••tYhOaa a67uafAid uMal usines acti; ��r a s a _ utrmBrLkwylr p�,teta4�b ••+.• .•.,. Code Version Revision Application Status 2010 Comments Approved Arrhived ��iFl[tfOFItIC .°..�1? ProductManulactunr Address/phorle/Emall Authorsad Signature Technical Representative Addreat/ftwe/Emall Qtra01Y Asswitnce Representative Address/phpne/Enull Category Subcategory COmpllsncl Method BMP International ire. e710 lath Street N St. Petersburg, P6 2771e (727) 656-05ee benmenga®yahoo.com Xlanbin Mang benmenga®yahoo.com Structural components Anchors Evaluation Report from a Florida Registered Architect or a Professional Engineer ""' Evaluation Report • HardcOpy Received Florida Engineer or Architect Name who developed the Prank L. bennsrdo, P.E. Evaluation Report Florida Walvis Quality Assurance Entity PE •006 65a 9 Quality Assurance Contract expiration Ogle National Accreditation 6 Management Institute, Validated By 12/31/2013 Ryan I. King, P.E. '✓ Validation Checklist • Nardaopy Received CerUOote or Independence Ref trend Standard and Year (of Standard) Corrunod sY of Product Standards $ections from the Code Product Approval Method Date Submltted Date Validated Data Pending FBCAPDroval Data Approved ASTM b1761.66 ASTM 01761•ae FloriUcensed Professlonal Engineer or Architect datLJS'Zj a1 Fn 1 Fe I calf Method 1 Option 0 09/29/2011 12/13/2011 12/10/2011 01/31/2012 M. 2000 Pl, a or NamaIe279.1 ber or Nn �"*dol,mber el Description CII P+r 1'and Steel C 11 System Limits or Usa �— APPrev.d for rl*0own P Roof or Gnde) (For Use with M echanical use In HVHZt Yes Impact Realstaa. . Improvedroruse outside W.Z. Yes lnstallatlon Inatructlons -� _ Ellet�e ai li n Oealpn Pr...ur., N/A other This design I Venrild BY: Frank L 1nOrd0, P. E• OOe65e9 Created by Inde sYstem, Tha provides allowable p shall n'4ul"'d •it4-sperJnc design Cap, for tree be calculated by n +v.lv.tlon R, Pe dent Third. party; Yes Pans other for use with this deal (adamand) v Cr�eet d by Ind' 440! Pendent Third Party: Yes avw.Rortdsbullding.org/Dt/�-aDD.dd.asp>i}pNam.wCEy:t�OquOrJEnOSCeiRur HI 1 Q1Cos01p02g2rFOQotJlHiUY'VA%Id%ld ! surd ! Florida at 2/27112 12:4e AM race 1 of 2 ......... .... ... ' • Xp � �I November 4, 2011 Application Number; FLB Project Number: Product Manufacturer; Manufacturer Address: Product Name: Product Description: Product Evaluation Reblort, t #14239 11-BMP-0001-01 BMP International 4710 28th Street North , St. Petersburg, FL 33714 Slotted Steel Tie -Down Clips, V and 2" Models Steel Tie -Down Clip System (For Use with Mec Scope Of -Evaluation: This Product Evaluation Report is being issued in accordance with the Department of Community Affairs (Florida Building Commission Rule statewide acceptance rE summarized herein to show compl ante with the 2010 noted Flori, Cl od 1 () The product noted above has be Intended, at least equivalent to that required by the Code. following pertinent Florida Building Code modifications or revisionIBuilding C, Re-evaluation s. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #11-BMP-0001-01 titled "Mechanical Unit Steel Tie- riooi-Top Mounted Applications,,. L. Bennardo, P.E. Is an Integral Sheets 1-4 prepared by Engineering ne 9 part of this Evaluation Report. • TEST REPORTS Ultimate test loading structural performance has been tested in standards per test rep0rt(s) #TEL 01970387A and #TEL 01970387 Inc. accordan B by T • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared whichER evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Unit Wind Pressures 2. Minimum 3. Maximum Allowable Unit Width 4, Minimum Unit Weight Height 5.Maximum Allowable Unit Surface Area 6, Clip Configuration and Anchor Spacing 7. Anchor Capacity for Various Substrates 160 SW 1zr" Av Units at uirements of th( ipter 9N-3.005, n tested and/,or le and is, for the f this product sh or Grade) lFlorida Q.A.C., for :valuated as purpose all be required I Capacities: At -Grade and re33, signea & S aled by Frank with AST M D17Q1-88 test tinQ.Eval anon � boratorfes, �figin�+�l ''��..�� gesA& t�yhro.;'W"Y-� —C-0r C Efidi PHONE; ENUE #1.06 DEERFIELD BEACH, F 954-354.0660 FAX; IL 33442 WWW.ENGEXP.COM54-3$4-Oi443 XP`Ii�I . BMP INTERNATION SLOT ...... . TED STEEL TIEDOWN CLIP 1 „/2„ 8. Maximum Allowable Additional Uplift per Clip in Combinl tion with Lat with Rooftop Applications) era No 33% increase in allowable stress has been used in the design of this I product. Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads as Indicated in th Evaluation Document (i.e. engineering drawing), e d Installation The product listed above shall be installed In strict compliance with the P engineering drawing), along with all components noted therei The product compn. onents shall be of the material specified in the Product engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluatic drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed listed In this product's respective anchor schedule. Hosonditic Professional engineer. In this product's respective t structure c anchor schedule shall be designed for on a on slie All components which are permanently installed shall be pragainst other such damage at all times, otected a9 This product has been designed for use within the High Velocity Hurricane ler 4, 2011 Page 2 of 2 Forces (For Use j .I sign s schedule( ){ on the Product Evaluation Document (I.e. valuation Document (i.e. I I Document (i.e. e;ngineering ads and shall be W,of a materialwhicharo ,not ®co-unted for peclflc basis by 0 registered ion, conta (HVHZ), 160 SW 12T" AVENU�#6 D PHONE; 95 NUae" ELD BEACH, F0 FAX; 954-354-0443 442 WWW.ENGEXP,COM I and i. , R-' ,I9+ R IER (ONE EACH ON APEX, TOTAL OF CLIP SHALL NOT LAICAL UNIT AS ANCHORS CLOSER TIE -DOWN 1 I i I tCENTER OF I /- GRAVITY. i I ..- ....... - i t ;II 3" MAX -TYP..3 MECHAN: TIE-DOWN ISOMETRIC I- = 1.-0" +.IVLD I'ilN. WUUNI, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. ISOMETRIC SEE DESIGN T SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP. STEEL TIE -DOWN CLIPS. SEE DETAIL 1/4 & 214 IN ~�!4 2 ADDITION TO TIE -DOWN SCHEDULE FOR CLIP INFORMATION, TYP. «FOR CLARITY, THIS ISOMETRIC ONLY SHOWS 1" CLIPS. THEISOMETRIC -' - -- Y•OUT•I-S• TYRICAL- F-0R BOTH• 1•' •AND.:2."..CIIP-AP_PL.IG97IOIIS,_,2' CLIPS - ARE NOT CERTIFIED FOR ANCHORAGE TO CONCRETE. i11DC I I�Cf1 rr� �rr� — �� riurt ALLOWABLE WIND PRESSURE FOR ANY GIVEnME(]iAN1CAL UNIT THAT CONFORMS TO THE ETS 2&3 FOR 'TIE SCHEDULES. ) INIT WITH THE FOLLONING CRITERIA= VERIFIED BY OTHERS,INSTALLED TO 3192 KSI MIN. CONCRETE AT GRADE AS VERIFIEDBY OTHERS. er .E ON SHEET 2 AND SELECT CLIP , ....... -•. ..urr -, oo r.Irrn I I c,% GENERAL NOTES: -- I 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL Be I:ABpj ACCORDANCE WITH THE REQUIREMENTS OF THE 2-010 FLC CODE, FOR USE WIT} IN AND OUTSIDE THE HIGH VELOGIT 2. NO 33-1/3% INCREASE_IN ALLOWABLE STRESS HAS BEEN, DESIGN' OF THIS SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCrANDr DII REPORTS aFTEL 01970387A #TEL 019703878 BY TESTING; I LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRIT? THIS ENGINEER SHALL BE PERMITTED. 4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. S. REQUIRED LATERAL AND/OR UPLIFT DESIGN PRESSURES CAI WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 6. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE < MANUFACTURER RECOMMENDATIONS AND ARE THE OF THE CONTRACTOR ` 7. FASTENERS TO BE #12 K -Y4" OR GREATER SAE GRADE �_uiVU -------OTHERW'SE—TAP-CONS.REEERRED--T.O.HEREIRSHALL BE ITW E CARBON STEEL ONLY, INSTALLED TO 3192 KSI MIN CONCRETE SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHA APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTRC 8. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE D) wM BETTER- ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST i AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED I ACCORDANCE WITH THE 2010 FBC SECTIONS 2203.2 AND 222( COATING REQUIRED FOR ALL COASTAL INSTALLATIONS_ 9. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTI MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4- SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI, I OTHERWISE. 10. ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN GRADE #2 WITH SPECIRC GRAVITY G = 0.55 OR GREATER. DIRI CONNECTION TO WOOD MEMBERS/SLEEPERS IS NOT PERMITTEC APPLICATIONS PER FBC SECTION 1522. DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMII 2003.8.4. 12. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNf•, "NE' OTHERS. 13. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND S LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIOA INCEUDED IN THIS-CERTIFCCATroN:EXCEPT--AS•EXpRT~5�[.YpROy_ NO AflD1TI0ItAC CERTIFATIONS OR AFFIRMATIONS ARE INTER. 14. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PRO INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DII THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR US CONJUNCTION WITH THIS DOCUMENT. 1S. .WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE TF RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTC ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEr RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTI HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATERTIGHTNESS SHALL BE THE FULL RESPONSIBILifY OF THE CONTRACTOR. V4"0 HOLE, WITH ANCHOR FROM I" CLIP ANCHOR SCHEDULE, TYP. 0 �10 ---- 00 z O z 4 � J 00 0 �O e (OTHER DIMENSIONS SIMILAR) ISOMETRIC v 2 SAE GRADE T METAL -SCREWS-AT TOP OF YP. ES, NOT TO FOR k , TYP. 0.SO" 0.5o.. 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t=0.0299`). 0.068' THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. (3)-912 SAE GRADE S SHEET p SCREWS THROUGH CLIP" TO MECHANICAL HOUSING UNIT W OTHERS. PROVIDE (5) PINCHES PAST THREAD PLANE FOR EACH SMS, TYP.. • • ANCHOR PER ANC1101 .�SUBSTRATE PER ANCH i SCHEDULE (VARIES) I" TIE -DOWN CLIP 3 ANCHOR DETAIL -- 4 -- 3" — i,-0+ DETAIL CL[P [S DESIGNED f CONTACT WITH THE Bq MECHANICAL UNIT MECHANICAL UNIT BY OTHERS. ALUMINUM - HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEEP WITH Fty=30 KSI, 0.12S' MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. . (t-0.0299"). . 0_ I13" THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SHALL _ BE FLUSH WITH BASE OF^CLIP.,-NO SPACE... (3)-*12 SAE GRADE S SHEET METAL SCREWS THROUGH CLIP TO 'MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES MIN. SMS, TYP. (2) ANCHORS PER AN( 3/8" SCHEDULE Ile SUBSTRATE PER ANCHO SCHEDULE (VARIES) 2" TIE -DOWN CLIP AiNCHOR DETAIL 4 3" = V-0' DETAIL 4 - __..... ..., I I=L 91 PSF WOOD �t;Ktw TO CONCRETE �....�..� ...........�.. SCREW TO STEEL 91 PSF 91 PSF ALUMINUM WOOD 61 PSF 61 PSF 41N 40 PSF 61 PSF 'PSF 91 PSF 100 PSF 100 PSF 61 PSF 100 PSF 100 PSF . 4Q 30 PSF 40 PSF � 100 PSF 100 PSF TT PSF 40 PSFPSF 100 PSF 100 PSF 22 PSF 30 PSF 30 PSF 77 PSF 58 PSF 77 PSF 7`7'PSF 26 PSF 26 PSF 26 PSF 22 PSF 43 PSF 43 PSF 58 PSF 43 PSF 58 PSF 41N 49 PSF 49 PSF 43 PSF 49 PSF 39 PSF 39 PSF 39 PSF 37 PSF `'IECHANICAL HOUSING UNIT WITH (3)-#12 SAE GRADE S SHEET )RM 33 PSF 33 PSF 27 PSF 27 PSF 33 PSF 31 PSF 27 PSF ' 26 PSF METAL SCREWS. TO THE FOLLOWING: ((5)-SHEET METAL SCREWS REQUIRED FOR LONG CLIPS, SEE DETAIL 114.) 60 MEN. ALUMINUM SHEET WITH Fty=30 KSI, 0.125 ' MIN. THICKNESS. i[ MIN. S IN. STEEL, GRADE 33, 22GA MIN. ` (t=0.0299'). 'OR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACF" OF THE 1' CLIP. F HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE -SPECIFIC ENGINEERING. ANCHOR '/,'0 CARBON STEEL ITW BUILDEX TAPCON, F 11 1 '4' FULL EMBED TO CONCRETE, 2%* MIN. ----EbLE Mr>TANCE; 3--r4lM-SM'CrNGT071NYARDJACENT-ANCHo ` (1)-#14 SAE GRADE 5 SHEET METAL SCREW CHORSCHEDULE_NniFC• TO ALUMINUM, PROVIDE (5) PINCHES M1N PAST THREAD PLANE FOR SHEET METAL SCREW. I• EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, If APPLICABLE. �--- (1)-I114 SAE GRADE S SHEET METAL SCREW 2.* ENSURE MINLMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW_ TABLE LEGEND: (1)-014 SAE GRADE 5 WOOD SCREW TO WOOD MEMBER, PROVIDE 13V MIN. THREAD PENETRATION, t' MIN. EDGE DISTANCE, - O -DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE I MIN. END DISTANCE. -DENOTES VALUES NOT APPROVED FOR USE ✓N SCHEDULE: AT GRADE INSTALLATIONS: MAXIMUM ALLOWABLE LATERAL WIND PRESSURE ANCHORTO HOST (1) CUP AT EACH CORNER (TOTAL STRUCTURE OF 4 CLIPS PER UNIT) 1 (21 CLIPSAT EACH CORNER I SHEET METAL SCREW SHEET METAL SCREW WOOD SCREW TO TO ALUMINUM SHEET METAL OTAL OF 8 CLIPS PER UNIT) TDS.T.EEL 00 _ SCRF�CLO SHEET METAL WOOD SCREW TO 100 PSF ALUMINUMEO STEED WOOD 100 PSF 100 PSF 100 PSF 100 PSF I00 PSF ' 100 PSF 100 PSF 100 PSF 100 PSF N 67 PSF 67 PSF 67 PSF 100 PSF 100 PSF SO PSF 50 PSF � SO PSF 100 PSF 100 PSF 100 PSF - 38 PSF 38 PSF. 38 PSF CIO PSF 99 PSF 99 PSF 41 PSF 41 PSF 41 PSF 74 PSF 7.4. PSF 7-4-PSF 33 PSF 80 PSF J 33 PSF --27FSF 80 PSF " " '-SF BO 158F —33-P 27 PSF 27 PSF -PSF-- 64 PSF 64 PSF 53 PSF 53 PSF S3 PSF CHANICAL HOUSING UNIT WITH (3)-f 12 SAE GRADE S SHEET METAL SCREWS. 44 PSF 4 TO THE FOLLOWING: 44 PSF 44 PSF 63-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0.12S' MIN. THICKNESS. 4IN. STEEL., GRADE 33, 22GA MIN. (t=0.0299'). AS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACTTHIS ENGINEER FOR ANCHOR ANCHOR SCHEDULE NOTES: