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HomeMy WebLinkAboutHOWE TIE DOWNSThe Metal Shop AC Condensor Clip 2541 W_ Dunne//on Road Dunne//on, FL 34433 www.metalshop.org Phone: 888-441-2492 Fax: 352-522-0007 Notes I. ALL CONSTRUCTION 50AIJ. Be N ACCORDANCE WITN THE 6Lh EDITION FLORDA BUDDING CODE, 20D, BUIDWC VOLutE AND ASCE 7 - 2010 YPNtPI DESIGN LOA05 ON B GS AND OTHER STRUCTURES. 2. IF, N THE CONTRACTORS OPINION, ANY WORK THAT 5 EDICATEO W THE ORAWNCS, OR SPECTIED N SUCH A NANER WLL 11AKE IT W055BLE TO PROOUCE A FIRST CLA55 PIECE OF WORK, OR SHOULD DISCREPANCIES APPEAR N ONENSONS OR DETA1.5 THEY SHALL Be SUBNTTEO TO OWNER BEFORE PROCEEOPIC WITH WORK. 3. ANY CHANCE FROM THE ORAVINGS AND / OR FIELD CHANGE CWJOHi". N T Be MEMATELY BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER 50 THAT NECESSARY CHANGES CAN BE MADE AND INTENT OF THE DESIGN 15 CARRIED OUT TO US FIA.LEST EXTENT. 4. ALL ANDbR/COMECIION BOLTS SHALL SE IN ACLORDA WTH ASTH A-X7 GR A-325 F. 5. TB,@9MI DESIGN LOADS : DEAD LOADS AND LIVE LOADS W ACCORDANCE WITH THE 200 FLORDA BULONG CODES, CHAPTER r. 6. SEE Mt ACTURE N5TALLATON FOR AC CONDENSER Mt. 7. DESIGN AND ENCMERNG 6 FOR THE METAL SHOP ANCHOR OP My. SEE NAM ACTCRE INSTRUCTIONS AND CERTIFICATIONS FOR FROFER INSTALLATION OF AC MT. I METAL SHOP # -1-11 - 4" ANCHOR GLIP METAL SHOP # -1-13 - 6" ANCHOR GLIP METAL SHOP # 883 - 8" ANCHOR CLIP Anchor Clip Notes: 1. The anchor clip shall be 16 gauge, G-90 Hot Dipped galvanized steel, rated for coastal applications. 2. The anchor dips shall be installed with #14-314" self tapping sheet metal screws. 3. Anchor dip is intended for AC Condenser mounting installations only. 4. For ground installations, shall be installed on 2000 psi minimum strength concrete pad of concrete slabs ONLY. Other pads or installation configurations must be custom designed. 5. Minimum 4 clips required per ac condenser unit Clip anchors shall be equally space around base of condenser unit See detail on A-4 for number of #14-3/4" self tapping screws corresponding to dip size. Self tapping screws to have neoprene washers. Anchor clip shall be anchored to the concrete pad with 1/4" Tapcons 1 3/4" min. embedment 6. Attach Tapcon anchor into concrete base per Tapcon installation instructions. Do not over tighten anchor. 7. All hardware must be fastened prior to connecting refrigerant lines and electrical power to the unit. 8. 196 MPH Ultimate wind speed rating is based on 3-second gust on a condenser unit 10.2 sq-ft surface area facing the wind. calculations are based on ASCE 7 and chapter 16 of 2017 FBC aTnnunyl for exposure C, risk category II, unit weight 500 lbs. , "�px,D. Rio 9. 167 MPH Ultimate wind speed for 10.2 sf-ft of surface area SOS TGENSF facing the wind for exposure D, risk category III and IV for a unit Nd 74 s weight of 500 lbs. 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ANgIOmNG I9 FOR OIAy py SlyySy MCTMGSHPPWUNIB Ti I.ESQIJM5 RI9PIEGIA ULPIt IR IBREGVIMBMAPFD UN115 !J HURRICANE ZONE G THIS ANMO Mi D= KL MUM A mw Lam 9F IlEarwcW umm 196kPH°motM�`" EXTERIOR EQUIPMENT TIE DOWN ISB H XSP C fat D STMlG4WE5 Cd N➢105PFFD c• 1671�H /w.k2P 6 rat ro w N SrtNTcDAeES SCALE. N.T.S. STANOARO ANCHOR SCHF(H11 F SUBSIPATE ANCHOR OJOBME (r IIQ rL alaam aay (1}1/r W V4W OMRX A Um TMM. I yr BLL . m OICOL a-1/Y m mM: mDIAL r LML SauM ro /MM 4uO':INI Mom AXIM'NM :A-1C�AG AF£A CIF MITs LdF6E5T PACE UNIT HEIGHT UNIT WIDTH C TEAC TmA CF B CLIF'B T Tw o CLNCFETE BASE 6 FT] B 60 n 6 FT] 48' MAX 24' MIN l0 113 9 FT] 6 FT] l5 S 6 20 Fn 4B' MIN 5] 30 36 FT l 0 GENERAL NOTES; L THIS PRODUCT HAS BEEN MSCNED AND SHALL BE FABRCATED W ACCORDANCE WMH THE REQUIREMENTS OF TEE 200 FLOROA BIRDNC COVE. 6&h EDITION FOR USE WMH ASM 7-10 THS PRODUCT NAY BE USED Wil@! AND MISDE THE HCN VELOCITY H CANE ZONE. 2. NO I/3 X WCREAEE W ALLOWABLE STRESS HAS BEEN USED IN THE OESCTJ OF THS MC-IOR SYSTEM, 3. ALLOWABLE OE5ICN SHOWN ON TABLES 6 BASED ON ALLOWABLE SHEAR AND TENSON LOAO5 OF MECHMCAL FASTENERS. 4. MAXSDM O MINI%M W£N6101G ANO WECM WITS S L CONFORM TO SPECHCATION5 STATED ON THESE ENMSRNC SHEETS 5. ALL ME M]CAL SPECFILATIQiS. CLEAR SPACE. TONNACT. ETC. SHALL BE AS PER THE MMI.PACRRER REC01'TT:*DATIONS AND ARE TIE EXPRESS RE5PON5BNTY OF THE CONTRACTOR 6. FASTENERS TO BE R 14.3/4' SELF TAPPING 5K£T METAL SCREWS. L 55 NOTED OTIERW6E. 2: TWCONS SHALL Be ITV BW.DEX OR ELCO &LAND. MO SHAM. Be 1/4' WTH 1 3/4' M. H5EDM6NT. N5IALLED TO 2000 P51 NW a'LIIT COMPRE551VE STRENCTH. 5EE 2W m SCIERAE FOR TWLIWR REpMEMEMS. B. ALL STEEL C1.P5 SHALL BE ASTM A2B3 STEEL WTH FT - 33 Y.A. ALL STEEL MEMBERS SHALL BE PROTECTED ACANST CORROSION WTH C40-RATED GALVANIZED COATNC. SUITABLE FOR ALL COASTAL 145IALLABONS. 4 NSTALL AN ELECTRCAL CROLND, WHEN Re"20. ALL ELECTRCAL CONNECTIONS NLIIDNC GROIN TO SE DESILTED A NSTA w BY OTHER5. 10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND WPFR POSED LOAD5 SMALL Be, VERSED MO 6 NOT NCLIEE-0 N THIS CEQTFICATDN EXCEPT AS EXPRESSLY PPOVDED NEREN. NO ADDITIONAL CERTFCATIONS OR AFFIRMATIONS PRE NTENDEO. 11. THE SYSTEM OETMEV TERM 6 A CENERIC UNIT NSTN 11011. THS INSTALLATION DOES NOT PROVIDE PFOWTATION FOR A SITE SPEC NSTN.LABON. FOR WE CONDITIONS DIFFERENT FROM TIE CONDITIONS OETA ED HEREIN, A UaNSW EWCNEER M RECETERED MGYNCCT SHALL PREPARE WE SPECFIC DOCIAENTS FOR USE N CONUI ION WTH TH5 OOCTFENT. Joseph RECOMMENDED -FASTENERS Hiller P 1/4' x 1 3/4' TAFCON MAXR91A1 A O Leal IE SHEAR LOAD t FOR 1/4' VIA CONCRETE FASTENERS M 2000 PSI MMR` LIM STRENGTH CONCRETE IS: 325 LEIS. FULL OUT (TENSION LOAD) STREWSTH OF TAPOM 18 505L58 WITH 1 3/4' MK EMBEDMENT: SINGLE SHEAR: 325 1-53 TENSION: 50O LBO 1. W-OM 01PS Si WI: BE FASIFTiD TO NOT MTM (R)-jI W/4• STS g 5 96EF IRTN. 8tlrF18. z YEft1At0O40. M1DIR10 VNR SHNL COg018110 11¢ FWDMMG II�O.. AWIMIIM FRA1ff oA FkRaOR 110U9MG SNNL 19E 806T-76 1@1. ILL@l1Y 9QET MIM FIS+JO I{51, oABZS• IBB. 1f000MS 'B} SRBI. WAMO wT5 Siva m aTB51 m . SRNL OIYOE 31 n OII E IH6 (b 030-). a IIAIOBN AUDMABIE MPN PBRlMl6 YAY E EOIINNFNM INS lO IILE UIMIPIG GPACTF ai 1NE 1• aID: l • ILamnM AYDYAHE YAWS of Rm P3 INS I96TI ulBmm FUM FBOIMn OF1UTm CAPAtlIRS CRRADM 1135 F3Mm®i FOR 91EA431C LTaaNFFaNc. D.H11N o-us DzM.2018B1A9 DSA6.Efi-0SW k 4. t UPLIFT a as F Fz VARIES a F2: 240# °® F� FI: 3250 MODEL MI SHOUN Notes: USE MIN. OF 2- 014x3/4' SCREWS FOR 4" CLIP TO CONDENSER USE MIN. OF 2- 014x3/4' SCREWS FOR Co' CLIP TO CONDENSER USE MIN. OF 3- 014x3/4' SCREWS FOR 5' CLIP TO CONDENSER USE 1/4' A 3/4' TAPGON TO CONCRETE PAD METAL SHOP # 771 - 4- ANCHOR GLIP METAL SHOP # -173 - Co' ANCHOR CLIP METAL SHOP # 553 - 8' ANCHOR GLIP MAX UPLIFT: 505# WITH 2- #14x3/4' SCREUIS PER CLIP A/C ANCHOR CLIP 94xa/4' UV 1ueeFta Into AC &Wrd and d Coltdermer METAL FAn ETta L Alternative faatmlers may be used ae oho In the detalla. All feetmlme meet meet or exceed the "remarking load values specified by the marufac4rm, and 61-all be approved by the building official. LOAD CA AaTIES FOR WCOHS Ago , Depih Comet CPacre Cce C t Bra Tenwn I/4' I' I I/2' ]60 00 930 1,850 I,HO 2.210 120 50 Ia,090 940 60 1.320 1-3 4. 2020 2330 2]40 (me.) r I—I/4' I —I 2' ]25 {053 1,2]O 1.420 2.150 2,2]0 2,1401/4' 2.390 2.580I-3 1�011t420SheaLood 4' 1305 T 90 2 0 NOTE: The vduea le,ed above are Jtewu bad cayoceee for TAPCONS Nch fi be redeed by eoe,n tcfet, facts of 4 or We to deterene the monde eorkr9 bad. Refer to the feetun an fames ,elector qudelrea for detob. TM cmoete y of holler blab of bra ywef 9-e d, The loud c-roeeea leced obove for holler bbek and brck ahmdd be used m qulelteo We. ,lob sae testa awed be coMuc ,d to dytere,e ,he octod bod mprcaea n t eot '. RECOMMENDED FA5TENERS 1/4' x 1 3/4' TAF'CON MAXIMINI ALLOILLABLE SHEAR LOAD FOR 1/4' DIA CONCRETE FASTENERS N 20M PSI MN"J M STRENGTH CONCRETE IS, 325 1-55. RILL OUT (TENSION LOAD) STRENGh4 OF TAPCON 18 505 LBS WITH 1 3/4' MIN. EMIEDIMENT, SINGLE SHEAR. 325 L55 TENSION- 505 L5S Joseph D Hiller P.E., D.Hd1er PF. note2018eID9a 73]4)500' ei— l—