HomeMy WebLinkAboutEngineering DESIGN CRITERIA: .3 ALUPA.1�1IoVvAlll!it'Pr?19t"i(AL01-AINUN,ALLOY Ut'51GNATIC)N:G0GI T(,)
• GENERAL NOTES: , II Or,ALUM.Alf:5TANDS5HCWNON NCOSIP11 SDI YlljDSTRIJKT11.FOY.9k5;(')135rM
t HF A;,UM.A/C 5TAN0 51IOWM ON THC iE C pCUMf.NTS ARt t>t SICNt:D It1 1 HE9F DOC:UMI N T5 ART DESK,NED IN Q;T�y,urnlO s)RCNcm,fIY.9 RSI N)35 P'S11
ACCORDANCE WA HIGH VELOCITY HURRICANE ZONE I"R OV15ION9 OF THE ACCORDANCE WI HIGH vrLOCITY
P9C Sib EDITION(2014)(A5CC 10)t DIVIDED FOK 0E51GN PURPOSE5 HURRiCANI`ZONE PRM 15100 Of THE C)TENSILE ULTNAATE STRD:GTH,fTU+42 T51
IN 5 ASSEMDLIE5.5fr AIC STAND SCHEDUIF.. FOC 5TH EDITION(?014)s THE PROv15ION5 0151UMMD5TKEN(pth,FSY.200
Of THE ASCr 10 to SHEAR VLVATY 5TREI,'GTh,fVj-27 0!
2 WIND LOADS ARE DETEW LINED IN ACCORDANCE WI THE ASCE 7.10.
3. NO INCRI:A5E 1N ALLOWABLE 9TRE53 HAS DEEN CONSIDERED IN THE:0051GN R. LOAD M51GN GRITP.RIA: N FOR WIMR5WI MAX.5TRE55E5 NEAR I'Of A NRLD,
OF THEM 5TAND5. MND LOAD A FOR PROPOSED A55MABLY LAYO)T:5EC WELOV✓A.C.APPROX.i'Vr-r.MVNT IS1ArI?AV.
4• THIS 5YVEIVI 15 GE31011:0 FCR THE MAX.WIND PRPq°.`URI 5HOWN IN Ilif ASCE 7.10-MC STH EDITION(2014) 5 LIMITATION OF USE:
NC STAND hCHrOULr. VELOCITY WIND PRC55UP.E: 160 Mett. A)EM.t4*fT5,c 100 R ►CAt KATIONAi CALCULATION
5- Tt1E MAX WEIMUM E AND WEIGHT Of AIC UNITS f5 ,r:OWN IN THC AC STAND D►'>'0:".)RE OR
501rDUIr. owaSJP.E'C'(5m 5wer 5•tri) MAX. DE501 L'W LOADS:
G PrFrR TO F.E.C.POP MIN 5TA1NP CLEAR MF16HT. DIPOSLIQ V(SEE SOW 5.35) Q(UTERAII•196.6 MF(0.6 5,0 Q(tATERAU+175 p5f(0.6 Wi C"
EXF VIl 0: 0 NRU4). 96.1 mr(0.6 W) 1005UPT C' Q(UPI IFT)• 6q.7 P5F 0.6 i't)
FJ c Y g
7 THE CONTRACTOR 9tfAl.L VCRp'Y E7tigirtdG STRUCTURP.WI1H 5Ui'PRIMNO5r0 LOAD KOI 0.90 willti ATV TU JNEI TF51 ARE A}WL$tt.
tYY AK:STANDS,A FLORIDA RFOSWERED L'IJGINEEP.. 5tIALL VMPY CAPACITY OF GC1y8 I YOR LATPRAL LOADS. 151 n,,
AY.WIT WTIGMT V) #
rX15TING STRUCTURE TO 5UPPORT AIC STAND LOADS SHOWN IN AC STAND GC1«1.5 FOR UPLIFT LOAD'7. rani,t M7.UtAr 7c+" 1
%C HFOULE(TADLE Y 2). nru i�d N LINn Av'Hi ✓ :9(,i �, U
A ALL WELDING SMALL Bt FCRPORMEV W1 5356 FILLYR.ALLOY,UPILE55
QTHCRWISE NOTED.
9 ALUMINUM DESIGN IS IN ACCORDANCE WI Tt,('.P,EI4.5LCNON 1620,6
AND T11C ALUMINUM A550CIAT"gFECIPICATION5 FOR ALUMINUM (fir_.== -- •>--� ;,,:.,.... ,
5TKUCrURE5(LATEST ED$TK)N),ALUM.SHALL MF MAD(:OF 6Or.I.Tf,ALUM AL
l t) VMCR/.A:.Trwwr co"14ECTION-,OP ABC UNIT TO THr ft5T.FRAME ARF
Id.L'.Lwt£.1:1} C'<)IdNFTt`IOIJ•S SHALL DE DESIGNED P09 THE ACTUAL WIND
LOAD^W)(0N51!SrRAT(NJ OF UMIFT,0VFRTEJRNIrIn C!'.UTNNF, f
I MC r'ONT PACT OR,-it'IALL PROVIDE VIBRATION IgOLAtOK PAD-)firTyAEF
AVC UNIT AND STAND GftNp; a
LE
12 CC+t1TRACTOR SHALL VERIFY CONNrCT"OF NC UNIT TO FRAME."5 •:_ AC AI'PROX,NIJRCE'MENT DIAGRAM
eIOT INTERFEP,E Nr.THE,'C MAt)UFACTURER'5'WAP,P.A&)TY.
AIUAA.-3TA.NC) ,l P,fJCI l) 3 Ulitu(.3LM C,XTU`.SF.0?U Ttli:e'EA CC)AW WINGS, - �•" ^••�.•f ...;, ,,,, y
5HAU CaX'LY WI THE P•E•A"..A,.5FEC,IFICATION5 FOR
VROSION PFK7TECT%t7N. ~
14. COA51'AL APPLICATION 15 EOUIVALLNT TO I:XP09URC'0'.COA5TAL CONDITION " ]
SHALL APPLY TO 13UILUING Wrlkl ED FROM TO SHORE LINT I'0Fl A 015TANCE LIP t u
GGO M OR AS DEFINED DY MUNICIPALITIES.
INIAND APPI.IC.AT ION 15 EQUIVALENT TO 1`,005UKt
STAND SELECTION PROTOCOL: ,4,>>;•
I a.INVF5TIGATt i DETERMINE THC OVERALL DL0G.11001I1 Wt1CRE YOU ARE PLANNING TOIN5TALL ;. U
THE STAND. ;.
o b.ALSO CLASSIFY'THC DUILOIPIC,LOCATION AS COASTAL(t'.XPC'SURP.'0"I OR INLAND (CXPO:iURF.'C'). ti
COASTAL CONDITION SHALL APPLY TO DUILDING LOCATED FROM TO SHORE LINE FOR A Dt5TANCt
UP TO 600 FT OR 20 TIMES THE 5LDG HEIGHT W'llrtiFVr.R 19 GREATER OR A5 DIFIN471)RY
MUNICIPALITIES.
2 ONLt.THE OVEKALL 5LDG.HEIGHT AND EXP05URC 15 DCTERMtNCD,C;O TO 5titCT 5 3A;5 3D s� q
•SrLCCT THE COK U9PONDINf;STAND fRARilN&INFO AND ANCHOR.
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TABLE*1: REQUIRED DESIGN PRESSURES ON A/C UNITS BASED ON BLDG. HEIGHT(0.6 W) (51TE SPECIFIC) 1RAf•:,tIALi+'A"("M un°
nF� � 101-fit AAA Ott CSP 06iTt'1._d.MIN
EXPOSURE V(INLAND)V-180 MPH A)Pek UNIT/ZMALI et
sArC to TcV.or w- tR+'tt : 1KAJ:NTL fW 11'LhC Gis IN PAW-! `^
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TABLE#2t A/C STAND SCHEDULE EXF05URE"C" (INLAND)(');V- 180 MPH Nut^1 Wti,"1'' "xA'Pr"'i VIP
fA CL'NrY Y-III, �fAl x 19"Me,AT tAcif 51RAP
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TABLE#3: BASE PLATE 4 ANCHOR SCHEDULE s Mtn%11 xfr fray I U
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