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HomeMy WebLinkAboutPROJECT INFORMATIONSt" D. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASDii WIND VELOCITY = 170 MPH _��SIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE'D' BASED ONKd=0.85 ERIOR ZONE4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE, FLAT TERRAIN Mea DESIGN PRESSURES (PSF) -ZONE4 _ Mean DESIGN PRESSURES PSi -ZONES INSTRUCTIONS FOR TABLE USE: Roo Trlbuta Area 5 t^- oof Tributa Area S R DEFINED1.TLLES THE IINTENDEDiQ EPTRITft_NV00.ST.CASE PREWURES.'WORST CASE' Helght ]E ZO 25 30 35 s--45 .'ei6ht 10 IS 20 ZS 30 35 40 45 50 USE OF CRITICAL CORIgryLp[yTl��ltpYf,O��N�D QON.OF ft WITH THESE THEIGNTAeIES. VARDUR-E AS DESCRIBED BELOW. �� 63J 9' 34.9-53.] ,/ 61-00 k -JW.6 -100.fi -1W.6 .97.8 -95.5 -93.5 -91.9 -90.4 -89.0 3. TABLES VALID FLO[R8'AEtyIBRRO- iyOpP�ixE'pPES' SLOPES. APPLICABLE REDUCTIONS FOR ROOF SLOPES a - - +4.1 +cc.9 Ki8 +93,0 +c.c + --.cx 0t r_ inan ina0.imn W1 -97.7 +95.> -94.0 A35 ±9y,1 La55 TH TMERuit ILd NtINP�144AVBY, ENGIOFHEIGHT. F TNEER AS A SITEHE MEAN ROOF HPECIFIC EIGHT 90 R l00 ft 110 ft 120 ft 130 It 140 f[ 170k +fi6.0 +64.D +60.0 +62.a 461.8 +60.9 S,%•] -64'] -64.7 -9.0 -63.3 1 .62.8 180ft + .7 1 +647 .64.7 1 +63A 462 +61.6 -65.3 -65.3 - X '63.9 -63.3 INN-65.3 +653 +65.3 +65.3 ♦9.0 +63.0 12.1 .65.9 -f5.9 -659 653. -TA.S -039 ZOOk +659 +65.9 .659 +645. ♦63.6 6f7 -fi6A -66A 46.4 457 45.0 210k +66.4 +fi6.d +664 +65.2 f64.1 .5. 632 '67.0 -0.0 -67.0 .66.3 .65.6 6$,0 220ft +67.0 +Sl.O +6].0 +fiSJ +64.6 + 7 '67.5 -67.5 -67.5 -66.8 -66.1 45.5 / 23Dft +67.5 ♦0.5 +67.5 +66.2 +65.1 .9.2 -68.0 -660 -fi6A -67.3 46.6 -66.0 - 240k +68.0 +N.0 .684 i+66.] .65.6 +64.7 -685 -68,5 -68S -67.8 .67.0 -66A 250k .685 +685 +60S 467.2 +66.1 465.2 �.g -68.9 48.9 -68.2 -67.5 46.9 260k +685 +68.9 +689 .67.6 +66.5 +SSA -59.4 -69.4 -69.4 -68.7 .67.9 -67.3 270 It +69A .69.4 +69.4 +68.1 +67.0 +66.1 -698 .69.8 -69A 49.1 -68.4 4W8 280ft ♦69.8 +69.8 469.8 .68.5 +67.4 +66.5 "T0.3 -]0.3 -703 -69.5 -68.8 -68.2 290k H53.9 +533 +52.8 +07. +07.. +57.3 +55.3 +53.9 .53.2 +528 THE SPAN LENGTH (HESPAN EN T H ED BYAN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT' / N USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS]NCLUDES AREAS BETWEEN STRUCNPAL MULLS. IFTHE TRIBUTARY -Sfi.2 -549 -SS.B -55..8 -55.5 -55..5 -golift 10].1 -10].1 -307.1 -IM.0 -104.0 -101.6 -99.6 -99.5 -97.7 -96.2 -94.] INN +5SA +58A +58A +57.3 .S6.3 +55.6 +54.9 454.3 4538 AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (l0 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER -5].2 -56.8 -56.4 -108.8 -108.8 .108.8 -105.8 -103.3 -1012 -99.4 -97.8 -9G3 +55.8 .56..8 .56..4 130k +59A +59.6 +59.4 +58.2 +57.3 +56.5 a55.8 +55.2 a54.] TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE S) PER THE FIGURE TIONBYOTHERS.OPENING IS TO BE RINFHE -SBA .57.6 -573 '1305 .110.5 -1305 -107.4 -VIL9 -102.7 -300.9 -992 A7.8 +56.7 +56.1 f55.5 120k 460.3 +60.3 +W,3 +59.1 +58.2 +57A t56J +56.1 +55.5 CONSIDERED ORE RITICAL RZONE�ONABLE B. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. -58.8 -5&4 -58.1 -112.1 -3]21 -1R.3 -10H.4 =106 =104: -1013100.E -992 +AS +56.8 +56.3 130k +61.1 +61.1 +fil.k +5 ��&0: S$, ].5: 8 +S6.3 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF L18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPAL3TY PR100. TO TABLE USE. -59.6 -59.2 -58.8 k -113.5 -113.5 -313.5 -11 � 1 -,7 r],01.9 -100.4 +5&2 .57.6 .57.0 140 +619 .619 +61.9 - 9i . 5 i F57.6 .51.0 GENERAL NOTES: L.TABLES ARE TO BE USED IN CONFORMANCE WITH 'ALLOWABLE STRESS DESIGN -60.3 .59.9 -59L -114.9-114.9-114.9-11 '� -1 A:06.8. - 3.2.101.7 +5&9 +58.3 +57.] ISOk +62.] W2.7 .62.] +fi : ;i60 . S9. 9: +57.7 METHODOLOGY' PER ASCE 7-10 SECTION 2.4.1 AND GRAPIER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. FORTHE WIND SPEED AND 41.0 -60.6 -fi0.2 -116.2 -116.2 -116.2 -212.9 -11" ' - 6.1 -UM.3 .102.8 +59.6+58.9 +58.6 I60k a63.0 +63.4 +63.4 +62.1 +61.1 +60:�+59.6 +58.9 +58.4 2.DESIGNIS BASED ON THE 3 SECOND GUST(WIND VELOCITY) EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Krt 1.0 FOR FIAT TERRA2N USE ONLY. THESE TABLES -61.6 41.2 -60.8 -117.4 -117.4 -117.4 -114.1 -1114 -109.1 .107.2 .105.4 -103.9 .W.2 +59.6 +59.0 170It +640 +640 +".0 +628 +61.8 .0.9 +60.2 .59.6 +59.0 NOT VALiD FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT(GCPI=+/-0.18)MR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF M (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR -62.3 -61.8 -61.4 -116.6 -11&6 -Il87 -118.6 -115.2 -YMS -110.2 -108.3 -106.5 -104.9 +608 +N.2 +59.6 ISOft a642 +M.] +63A +62.4 .61.E +50.8 +60.2 .59.6 WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESETABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. -62.9 -62.4 -62.0 -119.7 -139.7 -119.7 -116.3 -113.6 -111.3 -309.3 -10).5 -305.9 .61.E +SM7. +W.1 190k +65.3 a65.3 .65.3 .64,0 +63.0 +62.1 +63A +60.7 .60.1 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLESANLDC)RMSSPONQING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS 135TEp.HERE!NSWLL'OE.OTCTATEpANO VERIFIED BY THE GOVERNING -63-y -610 Yak, -120.8 -130.8 1208 •11]A 334.E -112.3 -1303 -108.5 -306.9 i6L9: ,+6 .7, +SS.9 +65.9 +65.9 +6dS.+636 .62.] +61.9 +61.3 +fi0] BUILDING DEPARTMENNTT!!ANIYPERL1IIH R! M/ARRANry FOR APPLICABILIIY OF TABLE VALUE USE IS OFFE0.EDpB $N'® E FFER ANY PRODUCT APPROVED -¢ k3 -121.8 -121.8 -121.8 -118A -1156 -113.2 111.2 AMA -107.8 fi2S-- 18 'IIOk / +66.4 +66.4 +66A +652 +64.1 +63.2 +62.5 +61.8 +612 5. THIS SPECIFlCATEON;I14 7TIFICAITON. REFERI YfNY-$EPARA. {S EMITTED TEST CRITERIA AND OTHER APPROVALS FOROES{ &113STA TION• 0.1,4ATION AND APPLICABILItt OF THESE TABLE VALUES WHICH IS TQBERIPIEq-BY OS}IEIF9 aACCCCORDANCE WITH GOVERNING CODES. - 64.0 -R2.8 -122.8 -122.8 -3193 -136.5 134.2 -112.1 -1303 -10&7 i6R0- %12 ,22Ok > +67A +610 +6].0 +65.7 +64.6 +63] +63.0 a62.3 +61.7 6. ADHERE TO ALL OGE'.IMPAE3'PRO OM'BYSTEM ORDINANCES. No CER�PHKTTISOFFEPROWDE NERQEN -GS.D_' 8 .1 "123.7 -123.] -123.] .120.3 -117.4 .115.0 .113.0 -112.1 -109.5 .63.5 +6ffi W2.2 230ft +fi].5 +6].5 +6].5 .6fi.2 +65.1 +612 +635 +628 +fi2.2 UFT ND ADDITIONAL CERTIFtCATION50R B, AFFIRMATIONS ARE INTENDED. -65.5 -65.0 -64.6 240It -124.J -124.7 -124.] -121.2 -318.3 -115.9 -113.8 -112.0 +632 -1103 +62.6 a=10% OF LEAST HORIZONTAL DIMENSION OR 40%OF PEAK ROOF +63.9 +63.2 462.6 +68.0 +68.0 .68.0 +66.7 +65.6 +66.7 +63.9 WHICHEVER IS SMALLER, BUT NOT LESS THAN 9%OF LEHEIGHT DIMENSION OR 3"(1.). USE ZONE 5 IF AT ALL IN QUESCONSULTMEAN -65.9 -65.5 -65.1 250k -1253 -125.5 -1255 -122.0 -119.2 -116.7 -114.6 -112.8 -111.1 +64.4 +63.7 +63.1 +6&5 +68.5 +685 +672 .66.1 +65.2 +M.4 +63.7 +63.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF HEIGHT -66A -65.9 -655 260k '126.4 -125.4 -126.6 -122.9 -220.0 .117.5 -115.4 -313.5 .111.9 a648 +64.1 +&3.5 a68.9a68.9 +60.9 +67.6 +665 +65.6 +64.8 +64.1 +63.5 4REQUIRED.. SCHNNE ROOF -66.8 -66.3 -65.9 -127.2 .127.2 -127.2 -123.] -120.8 .118.3 -116.2 -114.3 -112.6.65.3 .64.5 +63.9270ft +69.4 +69A +69A +68.1 4674 +66.1 +6S.3 +RS .63.9R`'0.67.2 i+65J -fi6A 46.4 280k -128.0 -128.0 .128A -124.5 -121.5 -119.0 -116.9 -115.0 -113.3 +65.0 *fi4.3 .69.8 +69.8 +69.8 .68.5 .67A +66.5 .0.7 a65.0 +64 1 Lucie-6'/.2 WALL ZONE FIGURES METRIC f6.e -128.8 .128.8 -128.8 -1Z5.2-1213ATI+66.1 +65.4 +64.] Q0.3 +70.3 +]0.3+68.9 +67.8 .66.9 +66.1 .0.4 +".7 °RW ENGINEERINIG H O m O n INTTISSUE GSS TSB m(2014) ----- OGS 2 EXPRESJamop W� REV 2014 F8C DGM TSB 06/10/15 r t ' a+� ASCE 7-10, CHAPTER 30 "'° i1pL f �• DESIGN LOADS LOADS FOR COMPONENTS &CLADDING 160 SW lzlh AVENUE, s1iITE 106_ DEERFIELD BEACH, FL 33442 m F' MASTER PLAN SHEET P: (954) 354-0660_F; (934) 354+-`'1:3, • _4'-' "� ? RM19CCgINBRBTPEPROPEAIYOF FNDouiFRixoFlmPSss. 1 Nm$HULNOLBEBBfiWLG®MNIIQEOR PARTMiBYJIR CENGINE INGE(5 .ja wemFN cex4Exroi ExolxEEwxc ExHussALTFRAnax9, E: HELLO@ENGINEERINGFXPRE55�COM a Amin+saRanaaMwwGSTu^"s°°°m'°rt7acNBT ASCE 7-10 ENGINEERINGEXPRESS C M N ® PErumrlEnnNPIx+ALmATEauacEmBlrwTrox. it 1 ^' 1 , If TI e