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Home My WebLink AboutEngineering (2) 06/30/2015-3:54pm gabriels V:\Projects\-2014-Mps\400 Wind Charts\_ReferencM00-MPS14400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 165 MPH MRH > 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRES-SU-R-ES-1 I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tribute Area S Ft Roof Tributa Area 5 Ft 1. TABLES ARE INTENDED TO DEPdCT TH�JORST CASE'PRESSURES.'WORST CASE'IS Height e• DEFINED AS THE CRITiCA'L`CONp1TION OF ANY_Q KV WN VARIABLE AS DESCRIBED BELOW. 10 15 20 25 30 S^.�4D� X45 50'. , eight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CONO'ITIONS-REQI'IIRED FOR`.USE� ITH THESE TABLES. 61-70 ft 51.7 -51.7 -51.7 -51.2 -50 6 5 2' 4,4\!!8--1 4'9 49A 94.8 -94.8 -94.8 -92.1 -90.0 -88.1 -86.5 -85.1 -83.9 2.TABLES VALID ONL��FO BDIL•DIN,GSaOF MEA.� ROOF HEIGHT AS LIMITED ABOVE. +51.7 +51.7 +51.7 +50.7 +49 9 +49:26 t4i+ 44T6�;//61-70 ft +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 3 TABLES VALID FORALLIRDOF-T1:,hE5s&`SL;OP,ES.APPLICABLE REDUCTIONS FOR ROOF SLOPES s ,", `(` LESS THAN 10°SHALL BE`,PERFORppED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 80ft -52,9 -52.9 -52.9 -52.4 -51.8 ]+57.3 3( 5109 506 50534,{ -97.0 -97.0 -97.0 -94.3 -92.1 -90.2 -88.6 -87.1 -85.8 4.IDENTIFY THEBOiLLbNGMtA'VkAVERAGE)°ROOFHEIGHT.IFTHEMEANROOFHEIGHT +52.9 +52.9 +52.9 +51.9 +51.1 .4((-+4949 2 +48;7" \80 ft +52.9 +52.9 +52.9 +51.9 +51.1 +50.4 +49.7 +49.2 +48.7 CANNOT BE IDENTIF)'EDItUSE-THE�PEAK ROOF LiEIG�IT. 5.ALWAYS ROUND 102. �FHiELGHTSyTO�f1/XTT,3BLE VALUE OR CONSERVATIVE ASSUMPTION. 90 ft -54.0 -54.0 -54.0 -53.4 -52.9 4' 2 0 =51t6r% S!3 90 ft -99.0 -99.0 -99.0 -96.2 -94.0 -92.1 -90.4 -88.9 -87.6 6.CALCULATE THE TRIBUTAK,,AR•ER,OF�T,HE OPENING IN QUESTION(HEIGHT*WIDTH)OR +54.0 +54.0 +54.0 +53.0 +52.1 .4 +50.8 '+SOL^''49.7 +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 +50.2 +49.7 THE SPAN LENGTH(HEIGHT)MOL'T1P-LIED-BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -55.0 -55.0 -55.0 -54.4 -53.9 4 -53.0 -52.6 -52.3 -100.8 -100.8 -100.8 -98.0 -95.7 -93.8 -92.1 -90.6 -89.2 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 100 ft +55.0 +55.0 +55.0 +53.9 +53.1 .4 +51.7 +51.2 +50.7 100 ft +55.0 +55.0 +55.0 +53.9 +53.1 +52.4 +51.7 +51.2 +50.7 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL 110 ft -55.9 -55.9 -55.9 -55.3 -54.8 .3 -53.8 -53.5 -53.1 -102.5 -102.5 -102.5 -99.7 -97.3 -95.3 -93.6 -92.1 -90.7 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER +55.9 +55.9 +55.9 +54.9 +54.0 .2 +52.6 +52.0 +51.5 110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 120 ft -56.8 -56.8 -56.8 -56.2 .55.6 .1 -54.7 -54.3 -53.9 -104.1 -104.1 -104.1 -101.2 -98.8 -96.8 -95.0 -93.5 -92.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +56.8 +56.8 +56.8 +55.7 +54.8 .0 +53.4 +52.8 +52.3 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -57.6 -57.6 -57.6 -57.0 -56.4 .9 .55.4 -55.0 -54.7 -105.6 -105.6 -105.6 -102.6 -100.2,r=..98,1;•=96,4_ 94.8 -93.4 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 130 ft MUNICIPALITY IN ACCORDANCE WITH CODE. +57.6 +57.6 +57.6 +56.5 +55.6 .8 +54.1 +53.5 +53.0 130 ft +57.6 +57.6 +57.6 +5E 5-+5 6 454`.8'%+54 17'+533 +53.0 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 140 ft -58.3 -58.3 -58.3 -57.7 -57.1 6 -56.1 -55.8 -55.4 140 ft -106.9 -106.9 -106.9 -19� g{1 L X9"9-4 a�.6,F9(0 -94.6 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +58.3 +58.3 +58.3 +57.2 +56.3 .5 +54.8 +54.2 +53.7 +58.3 +58.3 +58.3 +5.7.'Ii�;56:3"u,'}SS.S=}54`:8+„}154.2 + GENERAL NOTES: -59.0 -59.0 -59.0 -58.4 -57.8 3 -56.8 -56.4 -56.1 -108.2 -108.2 -108.2 10: `102:Zi'100;6'.;-98�8'�X97.2 .150 ft 150 ft ii5 P^^.jam: , rI. r ti� 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +59.0 +59.0 +59.0 +57.9 +57.0 .2 +55.5 +54.9 +54.4 +59.0 +59.0 +59.0 +57.)9'-_'5,7:0=t+5652fi'+55:5^Z+54� +54.4 METHODOLOGY"PER ASCE 7-SO SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -59.7 -59.7 -59.7 -59.1 -58.4 9 -57.5 -57.1 -56.7 -109.4 -109.4 -109.4 -106'4 103'9,=10�-7(-%9:9'=`983- CRITERIA AS OUTLINED HEREIN. 160 ft +59.7 +59.7 +59.7 +58.5 +57.6 .8 +56.1 +55.5 +55.0 160 ft +59.7 +59.7 +59.7 +58.5 +571t^45618=+56.1 +55.5 +55.0 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY 170 ft -60.3 -60.3 -60.3 -59.7 -59.1 -58.5 -58.1 -57.7 -57.3 -110.6 -110.6 -110.6 -107.5 -105.0 -102.8 -101.0 -99.3 -92.9 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 170 ft +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 180 ft -60.9 -60.9 -60.9 -60.3 -59.7 -59.1 -58.7 -58.2 -57.9 -111.7 -111.7 -111.7 -108.6 -106.0 -103.9 -102.0 -100.3 -98.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 1+56.1 180 ft +60.9 +60.9 +60.9 1+59.8 +58.8 +58.0 1+57.3 +56.7 +56.1 WALLS AND VERTICAL SURFACES ONLY. 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY 190 ft -61.5 -61.5 -61.5 -60.9 -69.2 -5 -59.2 -58.8 -58.4 -112.8 -112.8 -112.8 -109.6 -107.0 -104.8 -102.9 -101.3 -99.8 VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. +61.5 +61.5 +61.5 +60.3 +59.4 +58.8.5 +57.8 +57.2 +56.6 190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 1+57.2 +56.61 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 200 ft -62.1 -62.1 -62.1 -61.4 -60.8 -60.2 -59.7 593;-59.0-_ -113.8 -113.8 -113.8 -110.6 -108.0 -105.8 -103.9 -102.2 -100.7 USE OF THESE TABLES AND CORJ.tE PQNPING WIND VELOCITY,EXPOSURE,AND OTHER �z00 ft COEFFICIENTS LISTED-HEREIN SHALL-B&DTC`TATED-AND VERIFIED BY THE GOVERNING +62.1 +62.1 +62.1 +60.9 +59.9 +50.7 -,k583-457.7'7+57i�1� / 462.1 462.1 462.1 460.9 +59.9 +59.1 +58.3 +57.7 +57.1 BUILDING DEPARTM NA:ANQ''PERM HOCDER.-NO'Vy RRANTY FOR APPLICABILITY OF TABLE 210 ft -62.6 -62.6 -62.6 -61.9 -61 3 6P.7 60 3-'`T,9 6 52.5' % -114.7 -114.7 -114.7 -111.5 -108.9 -106.7 -104.7 -103.1 -101.5 VALUE USE IS OFFED'jyREI�I- �,. �J� k ( �tS�'`�'-77�� / 210 ft 5.THIS SPECIFICAjIO IS N,OT,INT�NDEDO OFFER ANY PRODUCT APPROVED +62.6 +62.6 +62.6 +61.4 +--.. +59!6. -+ 8 Bo; 8 2 457--6, +62.6 +62.6 +62.6 +61.4 +60.4 +59.6 +58.8 +58.2 +57.6 CERTIFICATION. REFER TO A1N,I�SEP.ARATELYSUBMITTED TEST CRITERIA AND OTHER -63.1 -63.1 -63.1 -62.4 -61.8 -672f`�G0 7y-60'3-, 59 9: -115.7 -115.7 -115.7 -112.4 -109.8 -107.5 -105.6 -103.9 -102.4 APPROVALS FOR DESIG,=B�INSTACLATION INFOhCATION AND APPLICABILITY OF THESE TABLE 220 ft �r l 08,-1ri...� 220ft N +63.1 +63.1 +63.1 +61.9 +60.9 +0.0 -+5931:T58.7. +58A ' +63.1 +63.1 +63.1 +61.9 +60.9 +60.0 +59.3 +58.7 +58.1 VALUES WHICH IS T6'Bq VERZFIEbabY OTHERS;IN;QCCORDANCE WITH GOVERNING CODES. y , '�\; 6.ADHERE TO ALL LOCAt_`MLRACT�RROTECJ KIS gEM ORDINANCES. -63.6 -63.6 -63.6 -62.9 -62.3 -61:7= 61"21 xe60"73-.F6 A"-+'" -116.6 -116.6 -116.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 7•NO CERTIFICATION'ISJD�FE7(ED& RFT E INTEGRITY OF THE HOST STRUCTURE. 230 ft +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59.8-45911 r-58.6 230 ft +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59.8 +59.1 +58.6 8.EXCEPT AS EXPRESSLY IPRO E. d EIN,NO ADDITIONAL CERTIFICATIONS OR -64.1 -64.1 -64.1 -63.4 -62.7 -62.2 -61.7 -61.2 -60.9 -117.4 -117.4 -117.4 -114.1 -111.5 -109.2 -107.2 -105.5 -103.9 AFFIRMATIONS ARE INTENDED. 240 ft +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6 +59.0 240 ft +64.11+64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6 +59.0 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF 41RED PEAK ROOF -64.5 -64.5 -64.5 -63.8 -63.2 -62.6 -62.1 -61.7 -61.3 -118.3 -118.3 -118.3 -115.0 -112.2 -110.0 -108.0 -106.2 -104.7 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEHEIGHT 250 ft +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 250 ft +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION. MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF 260 ft -65.0 -65.0 -65.0 -64.3 -63.6 -63.0 -62.5 -62.1 -61.7 -119.1 -119.1 -119.1 -115.7 -113.0 -110.7 -108.7 -107.0 -105.4 VE HEIGHT +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 260 ft +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 a aOF-65.4 -65.4 -65.4 -64.7 -64.0 -63.4 -62.9 -62.5 -62.1 -119.9 -119.9 -119.9 -116.5 -113.8 -111.4 -109.4 -107.7 -106.1 ' IHT270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 ��280 ft -65.8 -65.8 -65.8 -65.1 -64.4 -63.8 -63.3 -62.9 -62.5 280 ft -120.6 -120.6 -120.6 -117.2 -114.5 -112.1 -110.1 -108.3 -106.7 Jr I ® tJ U+65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6290 ft '66.2 -66.2 -66.2 -65.5 -64.8 -64.2 -63.7 -63.3 -62.9 -121.4 -121.4 -121.4 -118.0 -115.2 -112.8 -110.8 -109.0 -107.4 Ev TT 8+66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 290ft +66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 WALL ZONE FIGURES � ISOM R INIT ISSUE SS TSB I DATE 033/05/12 5TH ED. FLORIDA BUILDING CODE Ef�1GII�lEEl�19!!G D m� z p o Z m REV-ADJUSTED HEIGHTS GS TSB 04/09/12 r 0 i /)1 %��E��B o N z REV 2014 FBC DGM TSB 06/10/15 ` L`i J {O r = - ASCE 7-10, CHAPTER 30 o W �m CORPORATE OFFICE: Z Z m _ 160 SW 12th AVENUE, SUITE 106 " z 11 A DESIGN LOADS FOR COMPONENTS&CLADDING In C z DEERFIELD BEACH, FL 33442 0 a � THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(95,4)354-0660 F:(954)354-0443 z s N v v AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF RUTH#9965 m-3-i O O 4 a ADDIVINITENCONSENT OF S,OROTHERMARINEERING GS TOTHIS DOC ALTERATIONS, �['�^r -i ® E:HELLO@ENGINEERINGEXPRESS.COM p Z '�' PERMITTED AND NVALIDMATE URCERTIFICATION.ENT ARE NOT ASCE C 11 .� m o EN GIN EERINGEXPRESS.COM