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HomeMy WebLinkAboutPROJECT INFORMATIONOB1172016-425M 4-RECEPTION VAPm)eclsl_2A14-MPSWOO Mul MadsLReferenwe MPS14400 Sedes C&C(Current) Jeff.dw 5 FFLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH I MRH > 60' SIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURED BASED ON Kd=0.85 !''� TOR ZONE4 PRESSURES EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE, FLAT TERRAIN k, D _I I II p Mean IGNPRFSSURES PSF -ZONE4 .- Mean DESIGN PRESSURES PSF -ZONES INSTRUCTIONS FOR TABLE USE: R 4 r Tdbu[a Aea b t Aoof Tr'bota Area 5 F[ 1. TAB ESAREIMENDEDTp EPICTITHE-VORSTG/SE'PRESSURES.'WORST CASE' 15 R QJ DEFINED AS THE C TIALS 3F3011,OF.gN ., gOWN VARIABLE AS DESCRIBED BELOW He1�Nt 10 25 30 3 40' _A 0 416ht 10 IS 20 25 30 35 d0 45 50 USE OF CRrtIDLL CROi[nID OG�i;,REQ pFORASCWITH THESE TABLES. -54.9 -54. -54.9 -54.3 -53.7 -5 3 5 -300.6 -100.6[.17 6 .97.8 -95.5 -93.5 -91.9 -90A -89.0 2. TABLES VALID Ofilyl]��FtOft�V OEy�EAN ROOF HEIGHT AS LINT DNSTED ABOVE. i fi1Qk b 61-70 ft 3 TABLES VALID F((0.'A[L' OP�a' SLOPES. APPLICABLE REDUCTIONS FOR 0.00E SLOPES 54.. 54.9 Fs5d.9 a53.8 +53.0 a5 c0 a54.9 +549 a53.8 a53.0 +$2._ +51.6 a510 a50.5 LESS THAN IO°SHALL+B BYrAN'ENGINEE0. AS ASIIE SPECIFIC CONDITION. L cL 56`wr -56.2 .2 556 -55A -5 5 53.7 - .103.0 -103.00 ADD' '-94.0 A2.5 -91.1 q. IDFNRFY THE BV1 N VEWfG@ IOgF HEIGHT. IF]HE MEAN ROOF HEIGHT BQl ' +563. +Sfi.2 $6.2 +55.1 a542 +5 5 .t !80ft +56.2 +562 +553 '+52.8 a52.2 +51.7CANNOT BE IDENTIFIEP4 SE:THE 4'1gRtIfl6HT. y -57.3 `•K} ].3 -56.] -56.1 -55.6 -553-' S -]05.1 -305.11 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 5. ALWAYS ROUND UP RppR,p51 O�NEMTABLE VALUE OR CONSERVATNE ASSUMPOON. \ten 6.CALCUWTEWETRIBIRAA OPEN IN GIN QUESTION (HEIGHT+WIDTH)OR (4 k_ gab. � +5]3 a5].3 +5).3 a5&2 +55.3 +54.6 +53.9 +Si.3 a52.e 90 k a57.3 457.33 a563 +553 a54.6 +53.9 a53.3 +52.8 THE SPAN LENGRI (HEIGHT) MULTIP ED BY AN EFFECTIVE WIDTH THAT NEED NOT BE 1F55 IOOk 4 -5&4 -58.4 -57.8 -S].2 -56.J -Sfi.i -55.8 -55.5 1wft-IOJ.1-307.11-104.0 -101.6 -99.5 -97.7 i6.2 -96.7 THMl ONE-THIRD THESPAN LENGTH (HEIGHT+/3). USE THEA0.EA BETWEEN STRUCNRAL ++5 a5 .4 a58.4 a5].3 +56.3 a55.6 a54.9 +543 a53.e a58.4 a58A a573 a563 +55.fi a5q.9 a54.3 +53.8 OPENINGS ONLY-TH6INCLUDES AREAS BETWEEN SIRUCNPAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENNFlED, THE MOST CRITICAL (10 SQUARE FEET) SHALL -5 .4 S9.6 -50.] -58.1 -5].6 -5].2 -56.8 -56.4 -108.8 _1OBA-INS -105.8 -103.3 -101.2 -99.4 -97.8 -96.3 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER ISOk 59.4 +59.2 +57.3 a56.5 +SSA +55.2 +54.7 130k +59.4 459.44 a58.2 +57.3 +56.5 455.8 455.2 +54.7 TRIBMNITFYMY ETHAN PUBLISOFWE PENINGD, USE THENTERIOT(ZONE )OREXTED E. ].IDEMIFY THE TONE OF THE OPENINGW INTERIOR (ZONE q) OR EXTERIOR (ZONE 5) PE0. 120k -60.3 fA.3 'W.3 -59.6 -59.0 -58.5 -58.0 -57.6 -573 120 k '110.5 -1105.5-107.4 -104.9 -102.7 -100.9 .99.2 -974 THE FIGURE OR INFORMATION BY OTHERS. AM QUESTIONABLE OPENING IS TO BE a .3 afi0.3 60.3 a59.1 +58.2 +51.4 +56.] a56.1 +55.5 +fi0.3 +60.33 +59.1 +58.2 +"A �5&) +561 a55.5 CONSIDERED THE MORE DUTICAL(EXTERIOR) ZONE. -61.1 -60.5 -59.8 .59.3 .58.8 -58.4 -58.1 -112.1 -212.1 -112.1 -1Oeq =106 404: 1 4QP.6 -99.2 8. READ OFF IN ACCOPOSITIVRDANCE AND NEGATIVE PRESSURES F00. USE AS REQUIRED BYTHE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 130k +61.1 +59.9 +59.0 +58.2 +A.S +56.8 +56.3 130k +61.3 a63.1 +fil,l +5-`9:0',+SS, $75 8 +56.3 9. FOR SITUATIONS THAT REQUIRE Kd•1.0, TABLE VALUES ARE UNDER -DESIGNED BY 140k 9 -61.9 .61.9 -61.3 -60.6 -60.1 .59.6 -59.2 .58.8 140k -113.5 -113.5 .113.9 -1} -1 -, 9 � f 01.9 300.4 FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 1.9 61.9 .61.9 +60.7 +59.7 +58.9 458.2 +57.6 +57.0 +61.9 a61.9 +61.9 +6 :T .*B9i ' .9. ; d57.6 a57.0 GENERAL NOTES' -62.7 -62.0 .61.3 .60.8 -60.3 -59.9 -59.5 -114.9 -114.9 -114.9 -11 -1 06:0 2 - 3.2 -301.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN 150 k t63 ] +62. a62.7 +61.5 +60.5 +59.6 +S&9 +58.3 457.7 150 ft +62.] +62.7 +62.7 +6 : 9. +57.] METHODOLOGY' PER ASCE 7-10 SECTION 2A.I AND CHAPTER 30 PART 1 OR 3, USING THE -63.6 -63.4 -fi3A -62.7 -62.0 -6LS -61.0 .60.6 -fi0.2 -ll6.i -116.2 -116.2 .112.9 -IIVS }}W.1 -104.3 -]02.8 CRITERIA2.DESIN IS BASED HEREIN. 3 "^�' - 2.OESIGNIS BASED ON THE 35ECOND GUST (WIND VEIACITY)FORTHE WINO SPEED AND 160k +fi3A +fi3A 463.E +62.1 +61.1 +60.3 +59.6 +58.9 +58A 160k +63A *fi3A +63A a62.1 +61.1 +66:3 +59.6 +58.9 +58A EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACIUTIES OR ASSEMBLY e .0 -64.0 t .O 43A 42.7 -62.1 -61.6 411 40.8 -117.4 .117.4 -117.4 -114.1 .111.4 .109.1 .10.2 -105.4 -103.9 OCCUPANCIES. TOPOGRAPHIC FACTOR KSt.I.O FOR FLATTERIUMN USE ONLY. THESE TABLES 1701t a .O N.O +G4.0 +628 +61.8 +60.9 +60.2 +59A a59.0 170k KLo NAO +64A +62S +61.8 +60.9 +W.2 +59.6 +59.0 NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI-+/-D.18)FOR USE WITH AN ENCLOSED GNLUC UM ONLY. VERIFY USE OF Kd (DIRECTIONALRY FACTOR) WITH SSOft 6 J -64.7 -64.J -64.0 -63.3 -62A -62.3 -61.8 -61.0 180k -118.6 -218.6 -118.6 -315.2 -112.5 -110.2 -1013 -106.5 -104.9 LOCAL. BUILDING DEPARTMENT. HVH -HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR a64.] +64.7 +69.) +63.4 a624 *filfi +60A a602 +59.6 +64.7 +64.7 +64.] +63A +62.4 +61.6 a60.8 a60.2 +59.6 WALLS3. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY -65.3 -65.3 -653 -64.6 -63.9 -633 -62.9 -62A -62.0 '119.7 -119.7 -119.7 -1163 -113.6 -1113 -309.3 -107.5 -10 S VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 190 ft +65.3 +65.3 +65.3 +64.0 +63.0 -1 +61.6 +bf1], +60.1 190 ft +65.3 +653 +65.3 +64.0 +63.0 +62.1 +fi3A +60.7 1 0.1 4. THIS SPECIFICATION IN INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THERE TABLES CORRESFONDING WIND VELOCITY, EXPOSURE, AND OTHER -65.9 E5.9 -65.9 652 -64.5 Cb3$ -fii. 63:0 -120.8 1_+677S -1208 -117.4 -134.6 -112.3 -110.3 1085 -106.9 CAEFFICIEMS DSTEQ41ERE1 •0E'l3ICTATE NO VERIFIED BY THE GOVERNING 200 a65.9 +659 +65.9 +54.b �63:6. bL9--+6_ 7 Z(>aft +65.9 +65.9 +64.6 +63.6 +62.7 a61.9 WI3 +fi0.] BUILDING DEPARTME A IIii ER' ARRANIY FORAPPLICABILTIY OF TABLE -66A -fi6.d -66.4 65.7 65.0 - S 6d -Ii1.8 121.8 -1384 -3156 -1133 -311.2 -109.6 -107.8 VALUE USE I50FFEREENNppTT((�4�11E 210k % 210k 5. THIG SPECIFICAT20N:I FFERAM PRODUCTAPPAOVED +GSA +65A +66.4 +65.2 +64.1 a6 2 2. S a66.4 +66.4 +65.2 a64.1 463.2 +625 +618 +61.2 CERTIFICATIONC.. REEFER YGEPpRA S BMII-TED TEST CRITERIA AND OTHER -6).0 -6].0 -6].0 -66.3 -65.6 -6$0 6;. 0J -122A -122.8 -139.3 -116.5 $+65.2+UA -112.1 -130.3 -108.] APPROVUESALS FOR DESC((G &IrISTALIATIOTNH,ERS [TICON ANO APPLICABILITY O'WE SE TABLE 220k ♦6).0 +6J.0 + { `:3{s ��20k +fi).0 a6].0 +65J +64.6 +"0 +62.3 +61.7 V6. ADHE EI TO ALL[OG .TF PACFERO [6'fIOMBY§TEM OROINFN ESGOVERNING CODES. a620 +65,] +64.fi fiaC 63.0-.. 230k -6].5 -fiJ.S -67.5 -66.8 -66.1 -65.5 =65: - ^ _ .1 230ft "123J -123] -120.3 -11).4 -113.0 -111.1 -109.5 ]. NO CERW.TIFICATION IS OFFH{E{j .'[HE INTEGRITY OF THE HOST STRUCNRE. +6].5 +625 +67.5 +663 465.1 464.2 +63.5 +fi28a62.2 +67.5 +6J.5 +fi6.2 +65.1 +6;.5 *62.8 +G3.2 &EXCEPT AS EXPRESSLY P0.0VIDf:FiNEREIN, NO ADDITIONALCERTIFlCATIONS OR .68.0 -66.0 -6].3 -66.6 -66.0 -65.5 -65.0 -60.6 -124.] -124.7 -121.2 -12.3 .113.8 -112.0 -110.3AFFIRMATIONS AREIMENDEO. 240k 240k a=10%OF LEAST HORIZONTAL DIMENSION OR 90°6 OF MRH, PEAK ROOF a68.0 +68.0 a68.0 +66.7 a65.6 +64.] a63.9 a63.2 a62.6 +68.0 +68.0 +66.7 +65.6 +63.9 +63.2 +62.6 WHICHEVER IS SMALLER,BM NOT LF55 THAN 4%OF LEAST HORIZONTAL HBGM-69EAN .5 .68.5 -685 -6].8 -67.0 -66.4 -65.9 -655 -65.1 -125.5 -125.5 122.0 -119.2 -13d.6 -112.8 -I1L3 DIMENSION OR 3FT(1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT250k +�µy, a6&5 +fi85 +6]3 +6fi.1 +fi5.2 a64.4 +63.7 +63.1 35oft a6&5 +609 a6].2 +66.1 +fi4A +63.] a63.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF-fiSS -68.2 -6].5 46.9 46A -65.9 -65.S 260k -.-126.4 -126.4 -12L9 -120.0 415.4 .113.5 -111.9 aa SAVE ROOFHE GHT 2fi0k +68.9 +689 +68.9 a67.6 a665 +65.6 a 3 +64.1 +63.5 60.9 +6&9 +68.9 +61.6 ♦66.5 a64.8 +64.1 +63549.4 -69A -69.4 -U.7 -67.9 -67.3 46.8 -66.3 - S j+7a.3+70.3 2 -127.2 -IZ3.7 -120.8 -116.2 -114.3 -112.6 4J, LN � HFJGYITDOk +69.4 469.4 +69.4 +68.1 +67.0 +66.1 +653 +64.5 a63.9 3]0k 4 +69.4 +GLI ♦0.0 +653 +TA.S +63.9 g ��/� -69.8 -69.8 -69S -69.1 -6fIA L A -67.2 -66.8 -6FA .0 .128.0 -124.5 -1115 -119.0 -116.9 -115.0 -1133 I S h ® 4 [ a 280k +69.8 +69.8 469.8 +68.5 +67.4 a669 +65.7 +65.0 +64.3 38Dk 8 +69.8 +68.5 +67A +66.5 165.7 465.0 ♦64.3 Y ©© -70.3 -70.3 -70.3 -69.5 -68.8 -68.2 -67.6 -67.2 -66.8 .8 -128.8 -125.2 -122.3 -119.8 -117.6 -315.7 -110.0 29ok 29ok WALL ZONE FIGURES _ - ISOMETRSC q0.3 470.3 +70.3 +68.9 a67.8 +GG.9 +66.1 +65.4 +64.] 3 a70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 E--1 {� �4--. o INITISSUE GSS TSB ONOW12 ENGINEERiNC 9� 0 0 REV -ADJUSTED HEIGHTS GES TSB 04/09/12 (2014) EXPRESSO K m REV 2014 FBC DGM TSB 06/10/16o _ ASCE 7-10, CHAPTER 30 160 SW 12th •AVENUE, SUITE 106C 1_• 1 m= i U) - - - DESIGN LOADS FOR COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 - B nF-'a MASTER PLAN SHEET . P:(954)354-0660.F.(954) 354-G4u_ I P =;N A>IaswwmrrNn&maoERrvaFwcuuwwcD4nFss. , 1 �q^ iNp SX.tLLNMBERFPRCQRT3fN W14]EUIPMFW111XM p�/ CERTOFAVTI•RBCS �_ a -' CD ASCE 7-10 ON E: HELLO@ENGINEBRNSF�RESS.CAM - v F�imONvNmqu s � DRAa6xor ENGINEERINGEXP-RESs�c IVg�