Loading...
HomeMy WebLinkAboutHighlighted Schedule D2018 - 1:17prn niprn 1 V7 "8dak_IVa.1c� la:an Shrrat 6tore Nnc4rnya (}r_a Shlrl�ra'r1 Xl Vlnrl CharW, ReNas*-a3fl17 <�nrJ+�ad Cltafts rib! `ASth D' EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 �` DESIGN PRESSURES FOR COMPONENTS AND CL4DDING INTERIOR ZONE 4 PRESSURES 'I Mean DESIGN PRESSURES jP5F1 ZONE 4 flel(illtArta &Opening SSrt _ 10 20 1 30 O L tl 61.70 ft 54,9 54,9 53.7-92.8 L'-5 ....r+53.0 514, 1120 ft -60.3 -603 59.0 58,0 `-5 I $60.3 +G(} 3 +58.2 +567 +55,5 170 ft -64.0 I 64.7 -67:7 lil 6 --668' - J _ +64,0` +64.0 +61.8_}} +60.2 +59.0 2Cd ft 65.9`765.9 •64,5 I -63.4 ,6- +65.9 +65.9 I +63,6 1+61.9 +60.7 420 ft 67.17 •67A fi5 6 C4 5 -63.6 _ +67.4_+67.0 .64 6_+63 0 +61.7 ----- 240 ft 6$ 0 68 0 -66,fi 65.5 64'6 *68,0 +68.0 �+65.fi +63 9 +fi2.6 750 ft -68.5 _ .68.5 67.4 .65-9 +68.5 +68.5 +66_1 464,4 +63.1 269 ft 68 9 -68.5 67.5 66,4 i -55.5 +G8,9 --*E6.96 +64.8 +633 . 274 It 6.1.4 -68.4 i -67.9 •66.8 -65.9 _ +69.4 +69.4 +67.0 +65,3 +63.9 290 ft 69.8 � -b9.R^-68.i�-67 2 -66,4 . �_._ +65.8 -69, 4 *67.4 +65.7 +643 _ _ 240 ft -7D.3 7173 -67,6 -66.8 , _ +74.3 ! +70.3 +67.8 4%oftilb,ce_ EXTERIOR ZONE'S PRESSURES !' 1 Fm -an DESIGN PRESSURES {PSF) -ZONE 5 f Area of OpenipF_(,j t) 3 ght 10 20 � 30...1 411 LSp -70 ft -100.13 -1(30.6.' 95.5 •91,9 -89.0 - -MEAN 454,9 +54.9 ( +53.0 *51.6 120 ft k10.S-110.5 -104,9 10U.9! •97.$ - LKICIAdM IS TWE PROPERTY Or F+II*u.,m Foom, +60.3 +60.3 +5$.2 170 ft 117.4 117.4 -111.4 •107,2 -103.9 64.0 ' +fid 0 +61.8 +60.2 •59,0 ELVATiC31 _. ,. a 2013 10,81208 -114.6;-11Q.3 1.06.9- ft +65.9 65.9+63.6 1 +61.9 ' +60,7 122.8 -122.$, -116 S 142 1 1 108 7 220 ft -61_'7 67.0 t67.0 r64.6E!, 240 ft 124.7 -124.7^1183tiC#T :. +68,0 +611.0 250 R _ -1 25 5 125.5 -119.2 .2 14.,• 1 685 -x68.5 +66.1 260#t 1254i•126.4 -120.0-1154 ilf:3+ - _._ a +64 8 X3.5 I 270 rt 1272 -127,2 ^12038 -1112 117.6 4.59.4 +69-4 , +67.0 •65 I •F63.9 284 ft 328,0 "128.0 � •121.5 -tiG 9 -113.3" *69'8 `.+69.9 +67.4 4.657 j +Fa4.3 Ft -I28.i1 -128,8 -'122,3 •117.6E-114.0 ata +70.3 +70.3 +67.8 +66.1 464.71 INTERIOR ZOfE,4' I_'XTEltidR Z -- .._.._ _.. G_ -f EXPLAINED _ a+ 30°6 DF l -AST HORIZONTAL. DIMENSION OR 4('vo [)F R AN RiX - HEIGHT, WHICHEVEP i5 SMALLER, BUT NOT I FSS THAN 1^.+� OF LEAST FEAK ROOF HORIZONTAL DIMENSION OR 39T USF Zor1 E 5 IF AT ALL IN QIIFSTION, J, H_ GsiT CONSULT AN ENGINEER FOR A MORF SPECIFIC INTERPRETATION IF - -MEAN REgUiRFD, 2 ; .... MEAN d ROOF_- H HEIGHT F { I HFtGHT _ R44F HEIGHT I - LKICIAdM IS TWE PROPERTY Or F+II*u.,m Foom, 5 :4 4 e1 z Yr%r"r(+..uWpFTHCNF7ERINSLxWS&ALTCR4"IM xxxl 9S CR4'r1'EN U4'a4Lt5 T0r10f-0CLE,4-APf Or ELVATiC31 _. ,. a ISOMETRIC C] O AEAAARKS DRWN CHKD OATH 6TH I� tm4tT +TCB CiSS [Ta93 li REV -464lSTE6NEI6HTS I GSS T," 10411mft? -,� 2 R64 2714 FBC DOM _ 158 o6il a`16 UPDATES 2017 FBC FLB I i6 f2r17 x` z I - LKICIAdM IS TWE PROPERTY Or F+II*u.,m Foom, _.. Q 'mPWI40*gP PFFFOMCRI IN+Ar9FE CR PART'MTrP,m z Yr%r"r(+..uWpFTHCNF7ERINSLxWS&ALTCR4"IM xxxl 9S CR4'r1'EN U4'a4Lt5 T0r10f-0CLE,4-APf Or {- � �.1{w7r4 AAUlW'rr4tlA'ri titPT Cl)V,'ktJ(11tY1 7-b FBC WIND CHART, WIND VELOCITY = 170 MPH MRH > An' EXPOSURE ID'� BASED ON Ke# � 0.85 i FNCLOSEDSTRUCtURF,FLA1TERRAIN AaRil=PAEAranDo- HEo-GrIr IP!STRUCT_IONS FOR TABLE USI°, I%ff BELOW) i IDrNT:FY THE ZONE OF THE OPCNviG.AS s4T,r„4tOn (ZOhF d) 0R EXTERIOR (ZOSE 5) PFA. THE RGLIR_ REFLaW LIEF" OR INF�+4FIATION R?OVI! UT(E`YOU ay p7HERS. I.A. AMY' QUESTIONABLE T iiv I5 T'. "T (:ON5tGEARtD THE MORE LRrrrCAL {EkTER:1.:1R) ,ZONA. g k ' IDVITn THP F1VI.LDTNG !"FAN ,VVERAOF) R009 HCIGHr FROM THE; LOWEST GRDt1ND ELEVAtION. Ir 7AFT REAM 4c.VF HfIGHT C-AN40T B, ILD, LSF T14E PEAK (HIGlt£ST) ROOF HE GF�IT. 2.1. ALWAYS ROIL D JP !40F 11a TD rfExTTAI)I VA: UF, VALID =OR AL_ 3?I.CU-}ATE TH TRP@WJ-ARYFA#� 1P �Ifi ({tET1dr' A5 THE GREATAR CIF (91 ]G. 13' WIDTH) OR THE 5--A4 LENGTH (HEIGH-) 4 AN EFFf tIVE WIDTH Oa t%3 THE KirHT (HEIGHT 3 13). 3-I- USETHr AREA BETWEEN 5TRUCrj:L11 07'ENINGS ONLY- THIS INCLUDES AREAS ISETWEEN STRUCTURAL MVLLS, COLUM14S, M. 3-2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE rDENTIF:Eo, THE 5 w.4LLFST (10 SQUARE. FEET y SMALL PTE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SkALLER TABLE VALUE, FOA! LARGER ,, TRIBU-ARY ARFAS TTaAN POR.1`5HED, USE THE LARGEST Pr;BUSI+ED VALUE. A. READ OFF POSITIVE A4D NECATT'L1€ P'AE55URES FOR V5E AS RIFQULREID BY THE LOCAL ML;7,IC3aAL1?Y INA CO'41::,NCE WTYM CCoe S. FD4 SIT(.'ATIONS THAT REQUIP E Hd-1 0, TABLE V.AIVES ARE LJND=-R-DES[GNFI3 BY A FACTOR O 5,18 VERl- Vd REQUIREMENTS !kT�TH LOCAL M1,4I2jr'.AL1TV PRIOR TO TA81.E VISE. -GENERAL NOTES: T ARLES ARS - ET O B1: tlSEla Jd CONFORMANCE GE K ITII " A '�.A . lltl +, rS.0 y STRESS S OCS.GN METHODOLOGY" �Tr0+1 2 4. A I MO CI4AIrTFR 30 BART I bR 3 US[FrG t1 -E CRITERIA AS OUTLI r{FC} H=REIN PER ASCE 2 DF-1GN IS BASEL) ON THE 3 SECOND GUST (WTrID VELOCITY) TOR THE WIND VELOCITY & EX°OSLIRE SP4C.FTED uf%'7, CASE' CRITICAL CONIJFTTOi"FS SH&L Be ASSLMEE,FOR SA{E PRESSUREqATPNC,S, 2. L. ASCE 7-10 AISIC CATEGORY IS [NDEP€NDE1fT OF ,RATTN,a. FIND CATEGORY Tp MATCH OR BE LESS ,,HAN THE RA'Eh LIMITI4G WIND VELOCITY ABOLT. 3 TOPraGRAPH.0 FACTCR kzt-I.0 FOA FLAT T4R0.AlII USE ONI.v. NO HILLS SHALL 8E NEARLY AREA, 4. hIERNAL PRESSVIRE COEFFIC!eNT IGCpj=g_o,1rl) FOR USI: WITH AKI FNCLOSED STRUCTURE CA141Y S, VC4IFY 115E OF K6 (DIRECTIONALITY FACTO:L) WITH LOCAL BUf(D,r.'G OCPARTMEN7. MVH? HIO -i V`FLOCITY HURR[CA14E ZONE. 6 TAtiLES ARE FZ4 WALLS AND VERTICAL SURFACES 014.Y r THIS DOCUMENT IS A MASTER DLAA SKEET. NOT A SITE-SPCGtrl, pCCI&M€PIF, S. TH15 DOCUPEkT 15 ONLY VALID WIT -i AN ORIGINAL SIGNATURE & RAISF.CI SEALFL7 (]': D GTT'A LT SEALED WITH C0RRESPDNMNG UMITArrONS 9 TIH$ DOCLIVENT ILLUSTRATES ALLOWABLE DE5[GN WhD FP..5FURES (ASIS) .AS USTEC. APPLICATION OF T)<F'SF TAS,ES AND CORRESP0hDf%3 WIND VEL41CITy, E)rIOSUR€, & Q HER CUEFFICTE4TS LJ$TcD HERE[N SHALL BF 01CTATEs`D AND VERIFIED 6Y THE GO4•t4NING BLl"LDT4f; DEFARTVLr,T AND PTFIMIT HCLDE.4, NO VdARalArlY FCA ADPL 7:�' ILITY OFTHR USE OF Tl+SE TABLES :S [LjOl4 ED F RP1V 30 THIS SPECIFICATION DOES 'I(FT Frlk ANY P*ODtIC'r opA VEO C€RTTFICATIOI . REFER TO A!+°I SEPARATELY ,WEIHFTTED TF.BT CRITERG4 AND OT#IEwI'1BrMZp {s rm t*Sj� IN$7A'_IATIOV rNFOWk!ATK_W AND APnEFCAa-Urry OF 7HrSEl TABLE :'ALICE$ WHCCH IS T( SE ti'ER1FtPt3 SPY OT ACCO; D&N('F WITH C -01,I p41'IG COL+Fr. If. ADHERE TO ALL. LOCAL IMPACT F%0TECTrOij 5'yVE,1rt ABIDES. ix• NO CERTIrtCATTON IS OFFERED k0t# QF F+L%ST STRiiF�URF. I3. [XCF*r AS E PRESSt.Y vROVEDEI3 4TREI,'N, NU A003TlTJl14t CFATIF`sCAT ON5 OR AFFIRMAtIONS ARA I4TENDE�1. __ HORIZONTAL01MN5t4N _I � � m ©� m w = ;c r o Ao a SI 4 Vt so +gy mI Mx- p �C]r�f2"" nC3 r_ ' I tnFgOCr11GA 61N1►mmm f rl (p H r -- dLA>rri i�2���21m DT770 PLAN VIEW c � w; I;; � � � ��o i o z (� COMPLEX � � z �m * , � m 0 � > x t- CC7RNER5 5'' .. aa3iz< ' a ;, -C EDITION FLORIDA BUILDING COD 2017 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER MAN SHEET ASCE 7-10 WE If VE:I N C3 EXPRESS`" a,e c:.r.ar 16© SW 12th AVENUI±, SUITE 1.06 DEERFIFI-Q BEACH, FL 33442 P;(954) 3T4.0660 F:(954) 354-11443 CERT tw A- UT" WH81 E: i4tLOQ€I'ENGINEEt(j4Gj 7 PRESS^I ENGIN EERINGEXPRESS. COM z O a 9 coo J