Loading...
HomeMy WebLinkAboutProduct Approval t,erfificate Of Product Ratings AHRI Certified Reference Number: 8439393 Date: 2/6/2017 Product: Split System:Air-Cooled Condensing Unit, Coil with Blower i ! Outdoor Unit Model Number:YCE48621 Indoor Unit Model Number: AE48CX21+TXV Manufacturer:YORK BY JOHNSON CONTROLS Trade/Brand name: YORK 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, NH, 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 July 1,2016,central air conditioners can only be installed 1n region(s)for which they meet the regional efficiency requirement. Series name:-LX SERIES__ .---- -- .-- { Manufacturer"responsible for the�ratmg of this system combination 6 YORK BY JOHNSON CONTROLS; Rated as follows n accordance?witFi AH RI�Standard;2,10/240=2008,�for%U.nitary_Air= m Conditiong..and Air-Source Heat!Pump Equipment and subject-to-verification of ratmgvaccuracy by AHRI sponsored, independent,third party testing: i ft ' ! Codling Capaclty.(Btuti): 47000 %`J` r .` I � �'F ; ;„€� rV t � w� r .- EER°Rating (Cooling): 12.75 SEER"Ratin - Coolin _ �.._.15.75 IEER Rating (Cooling): I i i Ratings followed by an asterisk{•)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and „ confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION - &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org,click on`Verify Certificate"link we malce life berter" 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. 131308708931632 ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: 897 316/2018 Florida Building Code Online u r BCIS Home s Log In 1; User Registration Hot Topics ! Submit Surcharge ! Stats&Facts j Publications FBC Staff I SCIS Slte Map L nks Search j e `°xd Product Approval t }USER:Public User Product Aeornval Menu>Pr Seari4 612olication Lis!>Application Detail �k" R FL# FL19731-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Miami Tech,Inc. Address/Phone/Email 3611 NW 74th Street Miami,FL 33147 (305) 693-7054 chris@miamitech.com Authorized Signature Frank Bernardo frenk@engineeringexpress.com I Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida i Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Keith E.Lorinos,PE =n' Validation Checklist-Hardcopy Received Certificate of Independence -FL197-5.R_OCiI._7r;i w-111 't Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 104.11 1707.1 ,j Product Approval Method Method 2 Option B https:/Iwww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvAa/a2bxmzklhGk7BO4lg2c6YLBUk6KVCpl7a/*2f2rbtsr46EQa/e3da/o3d 1/2 3/6/2018 Florida Building Code Online Date Submitted 08/16/2017 Date Validated 08/17/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 J!5u unary of Products FL# _ Madel Number or Naive Description �� _.. ...._............ 19731,1 ;Aluminum Tie-Down Clips,1"Wide Aluminum Tie-Down Clip System(For Use with Mechanical I Units at Roof or Grade) i Limits of Use Installation Instructions Approved for use in HVHZ:Yes1_l;^731_R2 II_Dwglf ,W Approved for use outside HVHZ:Yes Verified By:Frank Bennardo,P.E.PE-0046549 i Impact Resistant:N/A I Created by Independent Third Party:Yes j 1 Design Pressure:N/A 1 Evaluation Reports j Other: FLi 7 1_R2:AF_EjagLp�df _ ; Created by Independent Third Party:Yes I 19731,2 Steel Tie-Down Clips, I"Wlde Steel Tie-Down Clip System(For Use with Mechanical Units at I` Roof or Grade) 1 Limits of Use (Installation Instructions Approved for use in HVHZ:Yes FL19731_R2 (I_ w 2 pdf j Approved for use outside HVHZ:Yes Verified By: Frank Sennardo,P.E.PE-0046549 Impact Resistant:N/A Created by Independent Third Party:Yes { Design Pressure:N/A Evaluation Reports Other: Create 1_R2_� vaent T Created by Independent Third Party:Yes Contact Us::7607.alair'StaneRoad,Tallahasr =•F1239?s•Phone:850-467-1824 The State of Florida Is an AA/EEO employw...£..oplyWght'2007-'013 State rt Ftortida.l:Privacy Statement::Accesslbllity Statement::Refund statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 85D.487.1395.`Pursuant to Section 4S5.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: rate` 9•:11 9 Credit Cc)rd SOP https:itwww.floridabuilding.orgipr/pi app_ g.aspx?param=wGEVXQwtDgtvA%2bxmzklhGk7BO4l92c6YL6Uk6KVCpl7%2f2rbtsr46EQ%3da/o3d 212 P a Em T. ENGINEERING EXPRESS®. ■ ! PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT August 15,2017 Application Number: FL 919731.2-112 FLB Project Number: 15-2786 Product Manufacturer: Miami Tech, Inc. Manufacturer Address: 3611 NW 74th St Miami,FL 33147 Product Name: Steel Tie-Down Clips, 1"Wide Product Description: Steel Tie-Down Clip System(For Use with Mechanical Units at Roof or Grade) I , - I I 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 61G20-3.005, F.A.C.,for statewide acceptance per Method 2(b). The product noted abovehas been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition(2017)and Is,for the purpose intended, at least equivalent to that required by the Codei Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. ,I Substantiating Data: • PRODUCT EVALUATION DOCUMENTS i Drawing#15-2786b titled"Mechanical Unit Steel Tie-Down Clip:At Grade and Roof-Top Mounted Applications",sheets 1-6, prepared by Engineering Express,signed&sealed by Frank L.Bennardo,P.E. are an integral part of this Evaluation Report. • TEST REPORTS Ultimate test loading structural performance has been tested in accordance with Florida Building Code Sixth Edition(2017)- 104.11 and 1707.1 per test report(s)#15-6266 by Fenestration Testing Laboratory, i Inc.Signed and Sealed by Idalmis Ortega,P.E. ,j J 11 / • STRUCTURAL ENGINEERING CALCULATIONS Rais6 ih6jjPA,1 Structural engineering calculations have been prepared which a = G9hj: evaluate;the product based on comparative and/or rational �g analysis to qualify the following design criteria: 1. Minimum Allowable Unit Width i 2. Maximum Allowable Unit Height 3. Maximum Allowable Unit Surface Area Frac. t3enna M #PE EL 9 �t ? 8` `` 4. Clip Configuration and Anchor Spacing' F� J �. 5. Anchor Capacity for Various Substrates , A1- 1 ti 6. Maximum allowable roof-top heights for various installation win<f sgl.,i No 33%increase in allowable stress has been used in the design of this product. 160 SW 12TH AVENUE SUITE 106, DEERFIELD.BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM YVPDECTSINIM WYTE',a1 g1FDiELOWM CIDCEHTFEJiEO"fF1Al1F$IFMTETW]MG(V..IAWIif]�OC ENGINEERING EXPRESS° August.15,2017 Miami Tech,Inc.—Steel Tie Down Clips, 1"Wide Page 2 of 2 Impact Resistance: Not applicable to this product, Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s)on the Product Evaluation Document(i.e.engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing),along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in.strict accordance with the Product Evaluation Document(i.e.engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination,and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ). 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM uvwatw^xsu.;:r uw:f%sE�axxcc+pr:;mr:�acrie�,�.a;.N�t racwr..iays.ic�..-Jisru�.r.:ac LLVLQ L t43attMRO,P.E: MIAMI TECH, INC'. MECHANICAL UNIT STEEL TIE DOWN CLIP: AT GRADE & ROOF—TOP MOUNTED APPLICATIONS STEEL TIE-DOWN CLIP DESIGN NOTES: Ian, _.....- ---..,._- �. -c I; W e9hba _ 1. THIS PRODUCT HAS BEEN,DEIGNED,N ACCORDANCE W[TI1 IISS�t�70 1F AHD7NE FIDRIDA OUILOT, SU iN E0TT16N(2Q77J TZYEQI0 D V1 111 I WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE Ag-'X' 1' t7 i 'IrINDICATED 1N THE ACCOMPANYING DESIGN SCHEDULES.THE OEktl IaY CRITERIA USED TO CALCULAI E THE ALLOWABLE ROOF-TOP HEIGHT$✓ L CON51bERS P9C'5ECT10N'1609.B,PoR NOIvt1VNZ AND SL"CLION 1626// ` SIDE.VIEW TYP. ; 2. A DPH R�61GNN ALL ARE N ACCORDANCE WITH ASCE?]0 '�(}� ;u I ff),,, e1.5 FOR ALL LOCATIONS(CONCUkRENT). µ, ,�• PLEAS 29 V tAYTP,... tttnLf1 • ALL-OTTtfR I:I.lP$SIMILAR I* �—�-'-� 3. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT-THE VARYING LEHGTM ONLY art�,;�.--�� - ALLOWABLE HEIGHT OF THE BUILDING., ( 4. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED W '� O Im; ON A MAXIMUM 30'TALL NC STAND(CERTIFICATION BY OTHERS)ON O'"(LU G 'COP OF THE Hf:1GlTT5 LISTED 1N THE DESIGN SCHEDULES, y p S. NO 33.1./7%INCREASE IN ALLOWABLE STRESS HAS BEEN USED N 7HE In DESIGN OF THIS SYSTEM. .0m - aar„a" 6, DESIGN 15 BASED ON CLIENT PROVIDED PRODUCT AND DfE SHEETS 'D 0 a, nbxir I71II _ FROM TT REPORT PROJECT C15.62D6 BY FENESTRATION TSNGIiLABORATORY INC NO857IUf10N5 WITHOIR WRITTEN APPROVAL BY THIS ENGINEER SHALL '~ BE PERMITTED. N T�' ;�, alma °* -----=•--- •�, k - 7. STEEL CLIPS SHALL BE ASTM A653 STEEL WITH FY-33 KSI OR BETTER. tiH9•1�, STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN S J.- r, ,fes, x pe hpDROVED COAT OF PAINT,ENAMEL OR OTHER APPROVED PROTECTION. zmC c -'- 4r _ ; G90-RATED COATING REQUIRED FOR COASTAL INSTALLATIONS. 4"L LONG.CLIP „>a Li s'Tbaa i xx<s. PLA'f'I�N[L7 rIr � GENERAL NOTES: ? „ ml. 1 A. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN 'x:LD1 - O ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING = R -•(� r3zas CODE.ASCE 7-30.THIS PRODUCT MAY BE USED WITHIN AND OUTSIDEV it .. r THE HIGH VELOCITY HURRICANE ZONE rn eTTr¢.„„ -., I x, •,.. ^. _ EI I 2. MAXIMUM&MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF W Z g •r',. !!! r.n 44�� ll MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALLH.p "F A .^. BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS p RC•SPONSIBILITY OF THE CONTRACTOR. DS +� >3, FASTENERS TO BE 910 K OR GREATER STAINLESS STEEL 410 UNLESS aiIP' T '7Ii NOTED OTHERWISE.ANCHORS REFERRED TO HEREIN SHALL BE ELCO L- - - -I Ij E RAND,STAINLESS STEEL ONLY,INSTAUED TO 3000 PSI MIN CONCRETE . F ..._ ) r;fiw yP' l f 1 O SEE ANCHOR TO HOST SCHEDULE FOR ANCHOR REQUIREMENTS.ALL _ U O FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO III . O 0 PREVENT ELECTROLYSIS. 4. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM ,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4-MIN. 1'y:�� THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 300D PSI, ' g. -. a!r Illi UNLESS NOTED OTHERWISE o 0 5. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM r, DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS a pl �p .ELeC1RCCAc,GROUNtlWI4FT7 RFQL11ft@Cl,.it)BE OLSIGlEO&INSTALLED L, BY'.O�HER5 7. ... . _ TME ADEQUACY OF ANY EX19MG STRUCTURE TO WITHSTAND ' B SUPERIMPOSED LOADS SHALL BE VERIFIES BY THE ONSITE DESIGN g _ PROFESSIONAL AND IS NOT INCLUDED N THIS CERTIFICATION EXCEPT __g i} ,. 5J } A5,EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR `d 'yII AFFIRMATLONS ARE INTENDED. pat r}• O O, O �J B. 'TNE SYSTEM DETAIL®HEREIN IS GENERIC AND DOES NOT PROVIDE � Xtlls� INFORMATION FOR $pC-CIPC SITE.FOR SITE CONDITIONS DIFFERENT FROM THE CONb,ITIONS DETAILED HEIMN,A LICENSEO ENGINEEA.OR g i - REOI5ffRED ARC`HiIECT'SHALL PREPARE 517E SPECIFIC 60CIIMENTSfdItill i Fsp USE IN CONIUNCTION WITH THIS�DOCUME NT. I �E ;IS GT_?;s r ati:q �- 9. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SMALL BE THE RILL tN U�RE�7NAlu'A VNFTMMDVNiTOAR NGRWACONTRACTOR. T�ER RRO�OFiN ARB SRAILNA�u 5E 2786b ICT RESTORED AFTER FABRICATION.EERAND INSTALLATION OF STRUCTURE .gSa?Uk 415'iM. . PRO WhTERQOSED ROp TNG OI'SRELEAIKAGE$SUES III04 MAY000U AST BE RESPONSIBLE Z 6" LONG:CLIP 3 $" L'6.CLIP 10".LONG CLIP " s 12'1 LfONG CLIP WA'IIT-IIGHINCi55HALL BE THE FULL RESPONSIBILITY OF THE !+ �- (N- - _ 114STALUNG CONTRACTOR. ''.%..:J 'Y;s. ;FIAITF.NED N T.S:, ,F.UATTENEO .T•5;. TLl�TTEP�E17 1 N.T.S. 'TUITTENLIJ - 10,FOR AN IXDLANATION OF EXPOSURE AND RISK CATEGORIES THAT ���••✓✓� �,.���.,.� ACCOMPANY THE VuIL WINO SPEEDS USED IN THIS APPROVAL,SEE �1 I b SECTION 26.7,3 OF ASCE 7-10. u �At ',I��ortzHawgrt. t 2 e^�1 � ll i .• y7 w rn STAN OT 'f fN= fW6 ; ...a �,�' Ftof=ton.• � oa C0fVFiI • m gg8= W y ww BEL 9<6 ! WY! aNJCis� ( 6°CLIPSx ,f12•;CUPS ..«>. -, 8:"4 W .r' 3 MAV* � 3•riax}} 3z ' �)1'P, lye . . Uyn N J. CONNECTION TYPE Cl — — CONNECTION TYPE C3 Z Cl •NO1L SEE ANCHOR 1 O HOST %, 1 XG,CLIP ttt3UZE(I)AT'CACH CORNER FOR AT001,Of(4)P£IS UNTI- SCNEDULC.fpR ACl C.OGE 1"%I2CLIP•unuzE,t i)A7 EACH CORtiER fOR A-MTAL OF,{4)-PER�Nf. ROTC:_AL50 APPUCADLC YOR CLIP ,LONG I7ISIANCE T4-ANCHOR {TOTE:AlGO APPLICABLE WOR CLIP5II'6:10'LONG tj SPACING LIMITATIONS: �-; a `SEE PAGC 4 V z c Luie �° °o " x V^ Ib M n F w z[a s DOS Soul W8 w w to ALTERNAM CLIP' i) LOCATION,4 )? ALT' ERNATE;CUP SEE PAGE 3 j \ >♦l''LOCAIIONt S :pETAIL 313. -1Y CUPS �.tl u LSI• ��3� i; SEE PAGE 3:-- ; \\ DETAIL 313; fi" ': ¢tt4� J�� 3 Irn' 3u �G4-, 6� CONNECTION HYPE C2 CONNECTION TYPE C4 15-2786b C L ,.... .«..... i"lit2 C1�3P ifi'CU2C(2)AT EACH CORivER,FGR.A TOTAL 9f:�8)P[R.uN(T .T,,I¢I. Hx,% R X6...j,IP«,UTII-FZE{l),AT'EAC)i CORNER:FORAT'OTAL Of,6 PE J;1Nl!f ..NOTP AISCt/, il,,C�,A01 C«'SOF}.CLIP_8`ti.lp-IONG.: � SO;:Ah7lfCAFILE..FCiR STEEL TIE—DOWN CLIP MAXIMUM:NNIr ATTACHMENT•TO STAND Malaum vNIF' MIGr1'T.(SCE DESIGN .. - - HEIGHTT(SEC DESIGN :SCNuDU1.E.S) .. ,„ ,�,, "S.CHEOPLES)' A4,420. G ANO ••;FTO 'O p CUPS i ..UOINERS.;....\ �.�, nn�,. � .`�C�S?Sy'�mAratt M .ktk f - UGGccN O Lrr r f� u�curs a' MAX FASTEN CLIPS,WUNCI. , LIIQ 4 I;. 51.• AND stAw'PCRSHEBT W, 3 w I_ 3 ( �, ._ham`• 6N 51� fS1 r r•'� a µvs%G f5?`' ;NtKS GN ? - o W a N Z. 3 x3 x%'� O(I'3'x, SMAWUNWANGLE� SMALLONITANGLt �rd z 'p: ATTACIlbK MIAMITECH.. A7TArNcara(miAMTtrtri•. ,% - A- ALTERNATE CLIP TO:STAND.DETAIL' STAND NDA,SEE pETpILAI1C STAND NOA SEE OETAILNA..,�J' ,. h z ,. Kik 5fYil1' N T 5:. .FpR ALYERNATE CLP- N`OR ALTERNATE CLIP A1TACtrMUM WrrCN ANGLE V } . 'ArTACNDIENT Nom,USED t5 tiaT USED Z .CONNECTION TYPE Cl CONNECTION TYPE C3 444p 1'% CUP�U1111ZE(1)�AT EACi1 CORN ETT FOR AlOTAt QF j9_PER.UWII- ).%12.CUP UTtU2E(1)AT EACH CORNC-A EI�R ATOTAL.OF('li PEP UNIT _OWN CLIP+?•CClHG `- ,DOSE„ALSD APPUCA�IE f4R iCLlra�lO»�� MAXIMUM i1NTT V� ''� � :0 MA5(1MUM Uidl .: 11CtGHT.(SEG OESIGN •� !O. HEIG1fI'(SEE DESIGN <`"'. SCriEOU(ESj, �" .,�.� 1110 SCE ANCNOR;TQ.HOST" •i—t w SCHEDULE FOR ALL WE '� �-� O15ThNCE•TO ANttr()R• !� �. �Z SPACING UMITATrONs. _ - , A 'SEE PAGE 4. �.... �..._.....w..�_.. 4 '42"CUPS �• .. 4 CLIPS' ` f 3'.MAti` ETA MCI: `a e lttl ?ttv. ttr:' = y Ls OULE`, 5£C a S GN Ep T ccrr Wgg 3��' s 3 x3'tt%'.OR' x5 x)5e ��:;.t•' -3 x]9% OR3*5°x,1(6 SMALL UNTT'ANGLE. SMALL UNIT ANGLE p $. ATTACHEp PLR MIAMt.4ECH: - -ATTACHED'PER 141AMI TECH arndcraaa4'Inttmict lxs�^. 5TAN0 NQh;'$EE QETISIL NA'_, - STAF70 NDA,SEE MAIL - FOr'(liirERNATECF.ip <.._. 'Y'aRAL1 , .. Ali ACHMENT WHEN MGLt. ATTACHMENr'WHEN ANGLESTEEL TTE'DOVN CLTP.- j.Jr�. 7BE1I] ' , is rJar(rstais NOT u5ta (CALM ,N.r9. � u ,, CONNECTION'TCPE-C2` "c4 CONNECTION TYPE C4 .. 1%6''CU,�•LhlU7E(2)AY Ei0l CORNER FOR ATOTAL OF 8 PER UNrr !IX;V PIE UT LIZC(2)AT CACN'CDPAER FOR ATOTAI:OF(8),EM Ut{IT .� •.. N�'.,AlSrrUCABLC FQ�L,4L7Pd LONG... ., .. : .(t,,OTFv AiSO Ai PUCcAf1_L4;!FUit Et.l159'&10'LONG� .. MECHANICAL UNIT BY OTHERS.ALUMINUM iliy(H11lr! yrt0intt'•P,E, e HOUSING UNITS SHALL BE 6063.76 MIN. ��ii �•• a •ter ALUMINUM SHEET WITH FIy-30 KSI,0.125 < C h MIN.THICKNESS,STEEL HOUSING UNITS (4)-910 SS 410 SELF DRILLING 1 yLC V '(312[ J.7 SHALL BE ASTM A653 Fy-33KSI MIN / SCREWS FOR CLIPS UP TO 6"ell ^�4- No I>LQG46�B^•-.. 'FOR ANY CLIP , STEEL.GRADE 33,226A MIN',(t=0,0299") ,1 W LONG.,UTILIZE(R)-a 30 55 410 .,.,� "I +✓' 0.07'THICK--y / LONGER THAN 6" T�y SELF DRILLING SCREWS FOR *. „ ASTM A653 r \}t UTILIZE(8)-T1D SS .� $ ''y�i+ j CItPS LONGER THAN 6".PROVIDE :'q �. STEEL,TYP. .i 410 SELF DRIWNG � M U�t11'•r (S)PITCHES MIN.PAST THREAD - I� o SCREWS,TYP. , 0.07'THICK ASTM A653 '' j PLANE FOR EACH SMS,TYP,. ±•C7 •, ,STAT(;O % o z STEEL CLIP,TYP `O Q (4)-910 SS 410 SELF 14 UOI o O �` ANCHOR PER ANCHOR i�lS1 �t DRIWNG SCREWS FOR jjj a$ 'At! J H�p %/r,• r;�-......SCHEDULE:SEE CLIPS UP TO 6'LONG. _jir 'f�r �35y 'THRUBOLT DETAILA-AFOR �.•"'. "-,, l!A!1 I I(1 CID, UTILIZE(8)-910 55410 ATTACHMENT f Wuwl �N SELFOR.ILLINGSCR.EWS p{Q �'. �„(�. FOR CLIPS LONGER (1( y ANCHOR TOSU THAN 61,TYP. J S 0 HUiE.'WTIN ll;�'' '�` ! ! ,/ ,ANGIOR FROM lR, HOST SCHEDULE Ry pmO W LJP ANCNORTO -" ��$UB,STIVITE° ,F°P i (VARIES) `, f{A STEEL OR 4J �7 w H05T SCHEDULE, y'-' % ' �'f.-"' t, f ALUMINUM W TYt. I" TIE—DOWN CLIP pANCHOR �CH�TEPER � yWd_W ' SCHEDULE 0 ANCHOR DETAIL SCHEDULE -00 w q "DETAIL I 1 " CLIP ISOMETRIC-DETAIL 4 fl1P 1S bESIGNEb POR FULL-- ¢• NTS> ISOMETRIC: CONTACT W(TH THE RAS(i DF Ef5C1+.� t�r MECHANICAL UNIT,TYP tJ UNIT WIDTH.-......... .__...._: Z F:. . _.-.... -1-3-MAX - 3 MAX W ANCHOR TO HOST SCHEDULE: MnX j"� f a.MAX f _.. _ ..-__.._ ..w...__.._...-_ ,. ;M zoP suOSTnwre DESCRIPTION c.. MECHANICAL Q v z 3 (1)-1(4.0 STAINLESS UNIT PER STEEL 410 ELM SEPARATE CONCRETE: ULTRACON,1%"FULL CERTIFICATION FFF -yq (4'THICK MIN, 'EMBED TO CONCRETE,235" 3000 PSI MIN.) MIN.EDGE DISTANCE,3- C+ MIN•SPACING TO ANY ADJACENT ANCHOR. HOST SUBSTRATE F� SIDE UTILIZE (2) NIT FOREA SEE w ANCHOR (1)•414 SAE STAINLESS j ALUMINUM: STEEL BOLT 410 WITTH NUT TOTAL OF(B)AER UNCI - NUT HOST SCHEDULE (0.125'MIN. AND WASHERTOPB t TYP. �8. THICK.6061-T6 BOTTOM SS OO 1 MIN.ALUMINUM) MINIMUM EDGE EDGEANTl: TO METAL EDGE Lyr e STEEL: (Q-914 SAE STAINLESS IK w STEEL BOLT 410 WITH NUT """ _...__.._..._............. (0.125'MIN. AND WASHER TOP A j RR THICK,SO KSI BOTTOM SS OD I',$' �1i,6e MIN.STEEL) MINIMUM EDGE DISTANCE � g� C TO METAL EDGE 1. IND 4H Z EMBEDMENT MINIMUM EDGE DISTANCE FAS NO ES FINISHES,IF APPLICABLE. ALTERNATE (8) CLIP DETAIL.L. . 2: ENSURE MINIMUM EDGE DLSTANCE A9 NOTED IN ANCHOR SCHEDULE. N•T,S, 'PLAN VIEW' �y 3. ENSURE'HINIMUM SPACINGTO ANY ADIACENT ANCHORS, L�, 15-2786b 4, SEE DETAILS ON SHEET 4 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. J !-O U S. PROTECT ALL METALS FROM DISSIMILAR METALS GENERAL NOTE 9S THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC 9cALEt 1L,T35, i+ PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE(2) CLIPS AT EACH CORNER FOR A TOTAL OF(8)CLIPS PER UNIT. STEEL TIE-DOWN CLIP `=Li' TABLE 1 PERMISSIBLE INSTALLATION HEIGHTS: vult=175 MPH,EXPOSURE C TABLE 2 PERMISSIBLE INSTALLATION HEIGHTS: vuit=175 MPH,ExPOStt` (FOR USE WITH A RISKCATEGORY It STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ)•) (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANEZONE(HVBZ)•) •; 1` �, ;:RISK CATEGORY it 9$PfJI AS'(M 740 .•- :.^'^^"--^^'^'T. RISK CATEGORY 11 15 PER ASCE 7-10 - - N E 'ALLOWAELE:AOOF-'Tbh.HFl6ttt N x' .-1 ,ALLOWABLE ROOF TOP HEIGHT')H„) "ilE•0.0WN.CONI'1GURAfi14td,TYPC.. ,. MAXFMIUlA ............. CONFIGURATIONTYPEy ... SURTpCFARYA pf UNR UNIT. Cl [2' Gi C.0 $UAFACEAAEppf UNIT' UNIT' reit'' 11 O UNITS LARGEST'I HEIGHT WIDTtI; CL TIE-DOWN[2 U C3 C4 FACE, _ .. --... UNI.T'S tAAGCST ;.tlElfiHl" WtpTN D S a` i 6R.' 129"1AY: 1$"MIN ATGf1ADF.l Ifs2D01T AT GRADE H520CFF..i _____..__ _...._.__...___.,,.._.._.,..._._... ._ o 6FiT 2VMAX SS i41.N NIA Hs2G0FT ATGRADIE I Hs200FT / f 1 T} u 0fY'_ 16 MAX 2T-MIN. AT GRApC f H3200fT AE GRADS H5$OQ FT 9iT': d.3F'MAX ?2°FeiN. N/A Hs1aUF7 WA ff SZOOFi � A' y; .w.. ... NS]GOEl" N52WFT NS200 ET' H52OO FT' Qtr _.....,,,.;{ H52D0 FT HSIADFI' Hs:tLO FT W O � H%80FT �L 6FT) iT515 FT H&100m.NSaOFT Ho COFT 6FY: ..._ - ... Z 9FT°.........-, 20D FI 4E-MAX 3b:MiN- ATCRAhE:J H5200 tT, QT.GRADE HG2tX7 FT; AFT''- :a9'Md'A 36"M9N ��N/AADS I Nsi6aiT ATGRRAgE Hsafioo G� �9 NJ0. I Hs6pFT N/A NslOOFT'..I A2 FT' N/A HS3DFt - N/A fis4pfE... Z� IiNpp 26Fl.' - N/M1 HSLFf. N/A ti 15'r-7 16 Ft" NIA I ATGRADf N/A kYCtiADEm' WW v^w 20 FT''. NIA I AT GRADE N/A T AT GRADE - ... ._,. ...,...._.,. 2DFT _ � NJA AT GPAQE N/A ATGRADE �+� 25 FT'' NiA AT GRADE N/A. AT GRADft 2$FT. NIA IA N/A"• NIA.."- :GO'MAIS aB:.IWN I 3 3O FT° N/A N/A N/A. N/A. r §t'NIAX 48'MIN :. 30 F7 NIA I NIA.:.. i 36ff' .. NJ0........ NJ0......... N/A i .N _...: N A ----- 'THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND -THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN THE HVIR WHICH CONTAINS BROWARD AND N MIAMI-DADE COUNTIES,CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY MIAMI-DADE COUNTIES,CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF T14I5 TABLE WITHIN CERTAIN FLORIDA COUNTIES, OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES- m 3 3 Un,:n z TABLE 3 PERMISSIBLE INSTALLATION HEIGHTS: vuit=170 MPH,EXPOSURE C TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: vult=170 MPH,EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE- (FOR USE WITH A RISK CATEGORY 11 STRUCTURE--) M w SII= RISK CATEGORY II IS PER ASCE 7-10 RISK CATEGORY II IS PER ASCE 7-10 'ALLOWABLE INSTALLATION ROOF"EIGHT, ALLOWABLE INSTALLATION ROOF HEIGHT E. ...:: .. ................_. TIE DOW. CON GU.-- i. ... _TIE DOWM[ONFIGURATION TYPE i�.. kIAXIMUM a ' MAXIMUM URfACE pi UNIT'S UNIT 'l1N[T` ", :C1 ,.C7 C3; C4' i' AREA OP UNIT UTdiT� CIL SUItFACEAREA,. 'HEIGHT W1DT11 - N[I_GHt 5J±101" LARGEST FACE! !. IAHGC I1 fACC --- p 61L' 2940 iS in AT GRADE 5200 Ff ATGMDT l .5200Fl i 6tt .29 in 151111:. ..�AT41ifiDE 52W FY AT GRADE' S20DFT_ 5 .�.9f{° 34M 7R AT GRADE .. 52W ff AI GRADE--t^ s70q FFT ;91t' 1bf'I I 27111' NIA 5700 tT _ ALGRADE 'S 2IX1 Ft 5 !� AJP j 48 Tn 36in s7aD PT 5200<? 521K1 FT c20Li FT - a{1: ('48 in 36111 5120 FT SQW FT -5200FTs200FT: r -' r- Eft' 46411 36tt1 !t 30 FT S2a1O fT N540FT- S2DOFT G.R ASm 3630 ATG bE S-2tK1f7 FIs -SFT 5200 F7- i B iii to A7GtiADE s2001T AT GRAfJf 52IX7 F7' Sl tt dBfA 3b in NIA StWDFT ATGRADE' _-.-12WFT 6 ....._ _..m. .._..._......:,,a..... i Mgr q 12 tt' 9Bm 36:111NJk SBDFT NIA s]AD FT 12!4' 4Bm^µ36i- N/A" tis:aO FT NIA tds60 F `o S aE • _ C1 48 in E 35'lA NA _ If515'FT l N/A H.t 30 F7 :t TGR' .48311 .35111' AT GRADE -.'t{/A AT GRADE' 20W Wit, 48 In ..__NIA AT GRADE NJp :,AT.GRAOE 2OW 1 .60ln 48 In. NIA AT GRADE. _ .NJA AT GRADE. g 25ftr 68in i 4R TA �N/A :ATGRADE.....'.• .t+/A .pT GAADE. 1: 6D in ' aw NIA WA N/A WA •. , > i. 30 ft' 89 rtirti { 48tH •••••N/A NIA :N/A ATGRADE s 30 ft' x'_60 In .481n _N/A. - N/A _ N/A - NJA °8 '.N/A N/A .NJA NfA 36 ft' 1" GDtn i..48in-i T N[Q N/A NJA .._ ..N/A . mnsmnrum+Luu�a'doats': 15-2786b lfA1Lf H.T.S. . • -AS AN EXAMPLE,THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN PALM REAOd COUNTY.CHEOIX WDM LOCAL .. AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THESE TABLES WITHIN CERTAIN FLORIDA COUNTIES: STEEL TIE-DOWN CLIP