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Home My WebLink AboutDESIGN LOADS FOR COMPONENT & CLADDING01/09P2018 Charts References�2017 61h EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONE(�)PRESSLIRES Mean DESIGN PRESSURES (PSIF) - ZONE 4 Roof Arta of Opening (Sq Height 10 1 20 1 30 1 40 61-70 ft 54.9 1 -54.9 1 -53.7 1 .52.4 120 ft _ ___ _ - - ___ _ _'� I 60.3 I 60.3 I +58.2 +56.7 I +55-71 64.0 -64.0 -62.7 -61.6 -60.8 170 ft +64.0 +64.0 +61.8 +60.2 +59.0 -65.9 -65.9 -64.5 -63.4 -62.6 200 ft +65.9 +65.9 +63.6 +61.9 +60.7 -67.0 -67.0 -65.6 -64.5 -63.6 220 ft +67.0 +67.0 +64.6 +63.0 +61.7 -68.0 -68.0 -66.6 -65.5 -64.6 240 ft +68.0 +68.0 +65.6 +63.9 +62.6 -68.5 -68.5 -67.0 -65.9 -65.1 250 ft 1 +68.5 +68.5 1 +66.1 1+64.41 +63.1 -68.9 -68.9 -67.5 -66.4 -65.5 260 ft +68.9 +68.9 +66.5 +64.8 +63.5 -69.4 -69.4 -67.9 -66.8 -65.9 270 ft +69.4 +69.4 +67.0 +65.3 +63.9 -69.8 -69.8 -68.4 -67.2 -66.4 280 ft +69.8 +69.8 +67.4 +65.7 +64.3 -70.3 -70.3 -68.8 -67.6- 15U4 290 ft +70.3 +70.3 +67.8 +66. I EXTERIOR ZONMPRESSURES I WIND VELOCITY= 170 MPH EXPOSURE'D' MRH > 60' BASED ON Kcl = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) Mean DESIGN PRESSURES( SF)-ZO14ES �4/ VIDEMIFY'THE ZONE OF THE OPENINr-IjM�,-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE 'Ne 0 LEFT 0,41 OR NFBO "TH B'S Area of OF��nln (S Ft 3 '19 ht FD', I.I. ANY QUESTIbNA a C� N0s`MD?RtD THE �ORE CRITICAL (EXTERIOR) ZONE P_ 1 20 4 10 50 IDENTIFYTF M ERAG FROM THE LOWEST GROUND ELEVATION. IF IQ MEAN ROOF NOMPoN N DI U T rrp t H EAK (HIGHEST) ROOF HEIGHT. ft 100.6 -100.6 -95.5 -91.9 -89.0 4-70 +54.9 +54.9 +53.0 +51.6 +50.5 r 2.1. ALWAYS ROUND UP�MFIIEIG TO N ?TABLE VALUE. .W 2. VAUD FORALL Roo Wa.FOP,0SLOPESp :jEEANENGINEERFoRREDUcriONS. -110.5 -110.5 -104.9 -100.9 97.8 �ZLo �3. CALCULATE THE TRIBUTARY R , SIT IN QU ON AS THE GREATER OF (HEIGHT I'TH) 120 ft OR THE SPAN LENGTH (HEITi;G)=N OF 1/3 THEHEIGHT CHEIGHT2 / 3). +60.3 +60.3 +58.2 +56.7 +55.5 Uy,�EWIENWIDTH 'OPENINGS ONLY 3.1. USE THE AREA BETWEEN STRUCIO �o - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST 170 ft -117.4 -117.4 -111.4 -107.2 -10-3.9 +64.0 +64.0 +61.8 +60.2 +59.0 (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. - 120.8 -120.8 -114.6 -110.3 -106.9 200 ft READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAI_ MUNICIPALITY 0 + + . + .6 + 61.9 +60.7 1 ACCORDANCE WITH CODE. 15. FOR SITUATIONS THAT REQUIRE Kd-1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF .18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. -122.8 -122.8 -116.5 -112.1 .12&7 440 -124.7 124.71-118.3 ' 3' El EC ft Z) +65.6 If KI + T-.9 Vi 62 ffl62 ffi 2, 2. ffE i4 W WC C -125.5 1-12151-119.2 250 ft +68.5 +68.5 1 +66.1 64. !_164.'8 6 126.4 -126.4 120.0 -115 4 -115 111 4 260 ft +68.9 +68.9 1 +66.5 8 +63.5 - 127 - 1�2.7.'lj - -1.2,0..Il 11 62 -116.2 - 1.12.6 7 270 ft a. 280 ft 1 +-6-9-. 8 1 +-6-9-. . 8 +_6_7_. . 4 1 +-6-5. . 7 1 +64. . 3 1-128.8 1-128.81-122.31-117.61-114.0 +70. +64.7 "! 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MEAN ROOF H GMT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a HOG 5 CE ELEVATION a 0 REMARKS DRWNICHKD I DATE 0 INITISSUE GSS TSB 03105112 REV -ADJUSTED HEIGHTS GSS TSB 04109112 REV 2014 FBC DGM TSB 06[10115 F1 UPDATES, 2017 FBC FLE FUI 12J17 AND Wl� NDTTERS�E) IN MME M PARTIMTHOUT Ul ��MMER�STO�S��NOT PT 12. NO CERTIFICATION IS OFFERED1 13. EXC AS EXPRESSLY PROVID9 PLAINED LEAST HORIZONTAL I Is mu, DIMENSION PEAK ROOF C5 HEIGHT 3!'-C:403�=m MEAN e 5 4 RIOOFV�j mom z'4Op2.w HEIGHT a00wAiz' me -ma, 1) 10- 9!� ZE 5 M , i 0 4 P 53, m 94) a PLAN VIEWX > Oil r COMPLEX Mal, z �A ISOMETRIC CORNERS m a 6TH EDITION FLORIDA BUILDING COD 2017 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 'ALLOWABLE STRESS DESIGN M ErHODOLOGY' PER ASCE 7- 10 HE CRITERIA AS 0 UrUNED HEREIN. VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. IED FOR SAFE PRESSURE RATINGS. T OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS USE ONLY. NO HILLS SHALL BE NEARBY AREA. FOR USE WITH AN ENCLOSED STRUCTURE ONLY. I LOCAL BUILDING DEPARTMENT. ONLY. 'ASDI AS LISTED. APPLICATION OFTHESE 'CI"TS LISTED HEREIN SHALL BE PERMIT HOWER. NO WARRANTY FOR INTENDED. -ml 5-< -n 0 (nzo " " 0;u G) m -A:g n -4 > > 0 --1 r- n o3 11 90 >m0 a c: Z U) a I) xm0m , 0 z > In -n r_ U) 0 r, � X -< gg�.-:R�Zc ENGINEERING EXPRESS"' 160 SW 12th AVENUE, SUITE 106 2 z DEERFIELD BEACH, FL 33442 P: (934) 354-D660 F: (954) 354-D443 2 E: HELLO@ENGINEERINGWRESS.COM :a ENGINEERINGEXPRESS.COM 00 Charta 15�h EDITION FLORIDA BUILDING 'ASD' DESIGN PRESSURES FOR COM INTERIOR ZON"PRESSURES 1 EXTERIO Mean DESIGN PRESSURES (PSF)-ZQNE4 Mean DE Roof rea o�f 0 enfnf (sq 0 Height 10 r 20 40 ght 10 -54.9 -54.9 -53J -52 -100 :ODE (2017) ASCE 7-10 WIND VELOCITY = 170 MPH PONENTS AND CLADDING EXPOSURE'D' R ZON ENCLOSED STRUCTURE, FLAT TERRAIN �0 1 30 1 40 SO .10 16 -955 -919 890 61-70 ft +54.9 +54.9 1 +53.0 1 +51'.. 0 ft - +54.9 1 +54.'9 1 +53.0 1 +51'.6 +50.5 120 ft -60.3 -60.3 -59.0 1 -58 120 ft -110 ' 5 -110.5 1-104.91-100.9 -97.8 +60.3 +60.3 +58.2 +56.7 +5S.5 +60.3 +60.3 +58.2 +56.7 +55.5 170 ft -64.0 -64.0 -62.7 -61.6 -60.8 -117.4 -117.41-112.4 -107.2 -103,9 - +64.0 +64.0 +61.8 +60,2 +59.0 170 ft +64.0 +64.0 +61.8 +60.2 +59.0 200 ft -65.9 -65.9 -64.5 -63.4 -62.6 -120.8 -120.8 -114.6 -110.3 -106.9 +6S.9 +65.9 +63.6 +61.9 +60.7 200 ft +65.9 +65.9 +63.6 +61.9 1+50.7 220 ft -67.0 -67.0 -65.6 -64.� -63.6 '122.8 -122.8 -116.5 -112.1 -a& +67.0 +67.0 +64.6 +63.0 +61.7 220 ft +67.0 +67.0 +64.6 _7. 4m 240 ft 68.0 -68.0 -66.6 -65.5 -64.6 240 ft '124*7 -124.7 -118.3 +68.0 +68.0 +65.6 +63.9 +62.6 +68.0 +68.0 +65.6 -119.2 XrE 250 ft 68.5 -68.5 -67.0 1 -65.9 -65.1 250 ft 1+68. -125.5 -125.5 +68.5 +68.5 +66.11 +64A +63.1 J 260 ft -68.9 -68.9 -67 -S 1 -:.,4 -65.5 -126.4 -126.4 -120.0 -115.4 -20 +68.9 +68.9 +66.5 + a +63.5 260 ft +68.9 +68.9 +66.5 +64.8 +63.5 270 ft '69.4 -69.4 -67.9 -66.8 -65.9 S -127.2 -12�7.�21-'162 .8 D. -1 16.2 -112.6 +69.4 +69.4 +67.01 +65.3 ;9 9 +63.9 270 ft +69.4 +6 70 +65.3 +63.9 280 ft 69.8 �-69.8 -68.4 -67.2 -66.4 :128.6] 128.OT-121.5 -116.9 -113.3 +69.8 +69.8 +67.4 +65.7 +64.3 & 280 ft +69.8 1 +69.8 1 +67.4 +65.7 +64.3 290 ft -70.3 1 -70.3 -68.8 -67. 664d -128.8 1-+70.3 128.81-122.3 -117.6 -114 +70.3 1 +70.3 +67.8 +66. +70.3 +67.8 +66.1 464.7 3- 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF'-MWlrROOF *IGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST ICIRIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. :ONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF 1EQUIRED. a MEANe� t \-t/ t-t HEIGHT 5 cs ELEVATION a 0 8 REMARKS DRINNICHKO I DATE 0 1 INrr -issuE GIES TSB 03/051`12 REV -ADJUSTED HEIGHTS GEE TSB 04109112 REV2014FBC DOM TEE 06/10/15 UPDATES, 2017 FED FL8 FLB 12117 r-j"'I z En Url 4 1 S. 6 7: a. :lAzrl I t:7,FLAiNt:L) M8�Ll_ HU.MZUNTAL m - In - E2 Dj,;�NSION PEAK ROOF HEIGHT p) I MEAN ROW �2 MHPIH� 9 =0 0 ru; EA HEIGHT EA'VE 1 ROOF gZ401 00 HEIGHT �z Nsi 94-) � �a PLAN VIEW\ Ho i�s;l COMPLEX -A ISOMETRIC a ��IORNERS rn .1 6TH EDITION FLORIDA BUILDING CODE 2017 rt I MRH > 60' 1 BASED ON Kd = 0.85 MRH - MEAN ROOF HEIGHT I ------- - .XTERIOR (ZONE 5) PER THE 40RE CRITICAL (EXTERIOR) ZONE E LOWEST GROUND ELEVATION. IF OPENING CANNOT BE IDENTIFIED, THE SMALLEST EA DOWN TO THE SMALLER TABLE VALUE FOR LARGER TABLE VALUES AM UNDER -DESIGNED 13Y A FACTOR OF MLINICIPALITY PRIOR TO TABLE USE. �-3<- -n 0 zol-I 0 :K > > 0 > m 0 .cc: 2 Ur) a In ;-mo m I a > nn 71 z rl In 0 � ;l !-< DOLOG� MR ASCE 7-10 & EXPOSURE SPECIFIED. rO MATCH OR BE LESS BY AREA. OFTHESE .BE I FOR AFFIRMATIONS ARE INTENDED. 1�1 ASCE 7-10, CHAPTER 30 = "'M DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, SUITE 106 MASTER PLAN SHEET DEERFIELD BEACH, IFIL 33442 P: (954) 354-ONO F; (954) 354-0443 ASCE7-10 E: HEU.O@ENMNEERINGE)(PP.ESS.COM No F-L ENGINEERlNGrXPRFSS-r0M il � 00