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Home My WebLink AboutAPPROVED WIND LOAD CHART 12130/2020-10A8am gabdel C1UserslgabdeAEngmeedflg ExpresMProducton-Documents%Projectsl_Marter Plan Sheel Stare)WindDws-Dcxxira-Shutters1400 Wind Chansl Resouroes12020 FE1020-400 Senos C-C Wind Ghana-dwg 71h EDITION FLORIDA BUILDING CODE (2020) ASCE 7-16 WIND VELOCITY = 170 MPH MRH:5 60- 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUVENTS EXPOSU RE V $Asm ON kd=O,as NOTTO BE USED OR MATCHED WITH'LRFD'OR'ULTiMATE'DESIGN LIMITING PRESSURES MRH=MEAN ROOF HEIGHT ENCLOSED STRUCTURE,FLAT TERRAIN WIND VELOCITY 15 Vult INTERIOR ION PRio� EXTERIOR ION PRESSURES 4 INSTRUCTIONS FOR TABLE USE: COPIES NOT VALID FOR PERMIT Mean DESIGN PRESSURES[ n pESIGN PRE5SURE5 PSF -2 5 1. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE R EXTERIOR(BUILDING CORNER,ZONE 5)PER THE 2 t r IlRE BELOW LEFT OR INFORMATION P Ef1 TD YOU BY ROOF Tributa Area f Tributa Area(5 Ft 1. ANY QUESTIONABLE OPENIN SE CONSIDER RECRITICAL(EXTERIOR)ZONE 5. 2 IDENTIFYTHE BUILDING MEAN(AVE E)ROOF HEIGHT LQWE5T GROUND ELEVATION.IF THE MEAN 10 20 30 eight 10 20 30 40 5D F HEIGHT CANNOT BE IDENTIFIED, E iHE PEAK(H1GHE F HEIGHT. -41,0 -39.3 -38. 50.6 47.2 45.2 43.8 42.7 2'1- ALWAYS ROUND UP ROOF HE GHTS TO NEX TABLE VA' E.5H {,,,57 2. VALID FOR ALL ROOF SLOPES''EOR SLOPES a10°,SEE NGINEER FOR REDUCTIONS. +37.8 +36.1 +35.1 O +37,8 +36.1 +35A +34A +33A �rCALCULATE THE TRIBUTARY AREA 01j.,THE OPENING 1N QUES'.THE GREATER OF(HEIGHT•WIDTH)GR THE SPAN LENGTH(HEIGHT)•AN EFFECTTVE�IDTH OF 113 THE HEI GHT2/3). -42,6 -40,8 39A 9 -52,6 -49.0 -47.0 -45.5 -44A 3.1. USE THE AREA BETWEEN STRUCTURAL OP�ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL 1$ft +39.3 +37,5 +36,5 }$ft +39.3 +37.5 +36,5 +35.7 +35.2 3 2UL��]FDTHENTR�BUTARY AREA OF AN❑PENING CANNOT BE[PE NTT FIED,THE SMALLEST 43.6 41.7 40.7 39.9 39.4 (10 SQUARE FEET)SHALL BE USED. 20 ft a o 20 ft -53,8 -50,1 -48,0 -46,5 -45.4 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS +40,2 +38.3 +37,3 +36.5 +36.0 +40.2 +38.3 +37.3 +36.5 +36. THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. a 0 14JREAD OFF POSTIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN -45.7 -43A -42.6 -41+9 -41.3 -56A -52.6 -50.3 -48.8 -47.5 AZCOROANCE WITH CODE. 25 ft +42,1 +40.2 +39.1 +3&3 +37.7 Q � 25 +42A +40.2 +39A +38.3 +37.7 REQUIREMENTS EMENTS WITH LOR SITUATIONS ACALMUNICIPALITY EQUIRE P PRIOR TO TABLE USE TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd -47.4 -45,5 -44.3 -43.5 -42.9 0 0 5&6 -54-6 -52.3 7 ---GENERAL NOTES: 30 ft +43.7 +41.8 +40.6 +39.8 +39.2 0 30 ft +43.7 +41.8 +40.6 OCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEAL .� IGiiALLY SEALED WITH DATE-GEOGRAPHIC AREA B PERMTTTEE LIMITATTONS. - LES ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-1 35 ft -49.0 47.0 -45.8 -44.9 44.3 Q ¢ 35 ft 60.5 56.4 54.0 7.0 N 2.4,1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +45,2 +431 +42.0 +411 +405 +45.2 +43.1 +42.0 +4D.5 ES1GN IS BASED ON THE ULTIMATE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE D. 'WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR DETERMTNING PRESSURE RATINGS. 50.4 -48.3 -47A -46+2 -455 a -62,2 -58,0 -55.6 %.53.8 52.5 ASCE 7-16 RISK CATEGORY IS INDEPENDENT OF THESE RESULTS.FIND RISK CATEGDRY VELOCITY TO BE LESS 40 fk 0 40 ft THE RATED LIMITING ULTIMATE WINO VELOCITY REFERENCED ABOVE. +46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44.4 +43.1 +4x.3 +41. 4.TOPOGRAPHIC FACTOR Kxt=1.0 FOR FLAT TERRAIN USE ONLY.NO H1LLS SH1 LL BE NEARBY AREA. -51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57,0 -55.2 -53,8 Y 5.INTERNAL PRESSURE COEFFICIENT(GCpI-+/-0,18)-FOR USE WITH AN ENCLOSED STRUCTURE ONLY, 45 ft In � 45 ft fi.VERIFY USE OF Kd(DIRECTIONALITY FACTOR REFERENCED ABOVE)WITH LOCAL BUILDING DEPARTMENT. +47.6 +45.5 +44.2 +43.3 +42.6 uJ y +47.6 1 +455 +44.2 1 +43.3 +42.6 7.HVHZ=HIGH VELOCITY HURRICANE ZONE(BROWARO&DADE COUNTIES). 8.SD ft SEA LEVEL(Kem 1. -52•8 -50,6 -49,3 -4$•4 -47.7 (L 50 ft 65.2 -bag -58.3 -56.4 -55,0 9,TH S�MASTEY TABS A RER PLAN SHEET ISURFAC GENER CDTN LNATTURE AND DLOES EVATI NON SERVDEVAS A STFE-SPECIFIC DOCUMENT. +4$.7 +46.5 +45.2 +44.3 +43.6 +487 +465 +452 +443 +436 10, TH 15 DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE x . . . . . TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED 53.9 -517 -50-3 -49-4 -48-7 U -665 -62.1 -59.4 -57.6 -56.1 AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF 55 ft 55 ft THE USE OF THESE TABLES 15 OFFERED HEREIN. +49,7 +47A +46.1 +45.2 +44-5 +49.7 +47.4 +46,1 +45.2 +44.5 11. THIS SPECIFICATION DOES NOT OFFER ANY PR PER_OVED CERTIFICATION. REFER TO ANY SEPARATELY 60 ft -54.9 -52.6 -51.3 -50. ft 67.8 -63.2 -60.5 -58.6 -57.2 SUBMITTED TEST CRITERIA AND OTHER AP &T�TION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VE IN ACC CE WITH GOVERNING CODES. +50.6 +48.3 +47A +46.Ism. +50.6 +48.3 +47.0 +46.0 +45.3 12. ADHERE 70 ALt LOCAL IMPACT PRO CTNANC, 13, NO CERTIFICATION 15 OFFERED FOR I F THE HOSY STRUCTURE, 14. EXCEPT AS EXPRESSLY PROVIDED H NAL LERTTFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE 4 EXTERIOR N 111E 5 & MEAN ROOF HEIGHT MRH EXPLAINED m� a ° a= 10%OF LEAST HORIZONTAL DIMENSION OR 40 MEAH,. LEAST HORIZONTAL �Z o n�m r ROOF HEIGHT{MRH),WHICHEVER IS SMALLER,I U1 DIMENSION 70 a C7 0 m A ^G C ~ m a THAN 4%OF LEAST HORIZONTAL DIMENSION OR 3FT. PEAK ROOF �Z O C CO>• �C a° n 5 0 HEIGHT 5 5 mm03 oAwy3 �?mzy3� y N USE CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN xO m m Z w 70 P x m /m m z ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3 A a ^{ N m m x 3 o a z x C] 23 1-x�nr ❑ o �fl ra i ROOF 5 4 --IzZ�-0 m�1c7N� ac a7s�. ❑mC MEA EAVE HEIGHT go i a 2 O"'e, �'n +a a ROOF ROOF MRH) \ C}r m C O w m�O zO m > T V 0 I--F �-'� HEIGHT HEIGHT WIND r: a O❑N 3 Y Q (MPH) rJ FLOW �Oln o'4�'00R aa�D��3000F a^Tl 1 5 O xN , VcO0 • pzNaws nr0 LA 5 5 �4 4 > a 5 \ 4 `OPE >�im °IV.zccl n�-0 ay 5 PLAN VIEW A2� N'y Savo > O � COMPLEX i a� o 2 m F�. Im o I'M ELEVATION at�a ISOMETRIC CORNERS 5 5 °am; °� "m-=1 N w rP d N REMARKS DRwNCHKD DATE FB FS 1212020 7TH EDITION FLORIDA BUILDING CEDE El�IG� E��Et[' 1 n ro�■ Q IHFT ISSUE2020 m r m• 0 7c .. N � A m z W a� ASCE 7-16, CHAPTER 30 CORPORATE OFFICE:W T z 0 tlz � m DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVE, SUITE 106 O R y - MASTER PLAN SHEET DEERFIELD BEACH FL 33442 m (n fir' nn° Ci THIS OOd/AEKr ISTFE PR(WERrS'UF ENGINEERNG EXPRESS, r i N m ac' MO,9RU NOT BE REPROMG MIN WIIME 9R PART INRHOUT �O WRITTEN OCNSENT OF ENGINEE;W0 EXPRESS.ALTERATIONS, (954) 354-0660 866-396-9999 y wm ASCE 1 TEA j,DO n d ADDITIONS.OR OTHER NIARIGNCS TO THIS pOC1,NIENTME NqT N ® PERmrrmmmmm)ATEouRr.ERw.A7*N. ENGINE ERINGEX PRESS.COM r 0