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Home My WebLink AboutEngineering 12/30/2020-12:49pm gabriel C:\Users\gabrieREngineering Express\Production-Documents\Projects\ Master Plan Sheet Store\Windows-DoorsShutters\400 Wind Charts\ Resources\2020 FBC\20-400 Series C-C Wind Charts.dwg 71h EDITION FLORIDA BUILDING CODE (2020) ASCE 7-16 - WIND VELOCITY- 170 MPH MRH>60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING 'ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS � � BASED ON Kd=0.85 NOTTO BE USED OR MATCHED WITH'LRFD'OR'ULTIMATE'DESIGN LIMITING PRESSURES EXPOSU RE D MRH=MEAN ROOF HEIGHT QENCLOSED STRUCTURE,FLAT TERRAIN WIND VELOCITY IS Vult Q: INTERIOR ZON PRESSURES 1 EXTERIOR ZON PRESSURES 4 INSTRUCTIONS FOR TABLE USE: COPIES NOT VALID FOR PERM e 1. IDENTIFY THE ZONE OF THE OPENING AS INTE N R EXTERIOR(BUILDING CORNER,ZONE 5)PER THE 2 Mean DESIGN PRESSURES(PSF)- - n DESIGN PRESSURES(PSF)-Z 5 FIGURE BELOW LEFT OR INFORMATION P plYQt1_ of Area of O enin 1. ANY QUESTIONABLE OPENIN I 5ID EDT RE CRITICAL(EXTERIOR)ZONE S. Roof Area of Opening(S (S Ft) 2. IDENTIFY THE BUILDING MEAN(AVE _ _0 LOWEST GROUND ELEVATION.IF THE MEAN Height 10 20 30 40 eight 10 20 30 40 50 R OF HEIGHT CANNOT BE IDENTIFIED, E F HEIGHT. _ 2.1. ALWAYS ROUND UP ROOF HE J _ TABL E. -54.9 -54.9 -53.7 -52. - -100.6 -100.6 -95.5 -91.9 -89.0 2. VALID FOR ALL ROOF SLOPES F, _ 10•,$_ NGINEER FOR REDUCTIONS. 61-70 ft +54.9 +5 9 +53.0 +51. =-+ (-/ ��• . 0 ft CALCULATE THE+54.9 +54.9 +53.0 +51.6 +50.5 1N LENGTH(HEIGHT)BUTARY EAN EFFECTIVE -L � IN GHT2 THE�3)TER OF(HEIGHT"WIDTH)OR THE 3.1. USE THE AREA BETWEEN STRUCI u LY-THIS INCLUDES AREAS BETWEEN STRUCTURAL 60. -60:3 59.0 -58.0 -57. -110.S -110.5 -104.9 -100.9 -97.8 MULLS,COLUMNS,ETC. 120 ft a 120 ft � > 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST +60.3 +60 +58.2 +56.7 +55.5 LLJ J +60.3 +60.3 +58.2 +56.7 +55.5 (10 SQUARE FEET)SHALL BE USED. 170 ft .0 -64.0 -62.7 -61.6 -60.8 d o 170 ft -117.4 -117.4 -111.4 -107.2 -103.9 3 THAN PUBLISHED,ALWAYS USE TRIBUTARYHE AREA DOWN TO THE PUBLISHED VALUE.SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS +64.0 +64.0 +61"8 +60.2 +59.0 +64.0 +64.0 +61.8 +60.2 +59.0 4QREAD OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN 65.9 65.9 64.5 63.4 62.6 " -120.8 -120.8 -114.6 -110.3 -106.9 ACCORDANCE WITH CODE. 200 ft O J S. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd a 200 ft +65.9 +65.9 +63.6 +61.9 +60.7 LJ_ � +65.9 +65.9 +63.6 +61.9 +60.7 REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. -67.0 -67.0 -65.6 -64.5 -63.6 0_ 5 -122.8 -122.8 -116.5 NERAL NOTES: 220 ft SED SEAL +67.0 +67.0 +64.6 +63.0 +61.7 J O 220 ft +67.0 +67.0 +64.6 + f IGIITALOCUtLY SEALED ENT IS NWITH DATE-GEOGRAPHIC AREA LY VALID WITH AN ORIGINAL L&PERMITTEE LIGNATURE& IMITATIONS. a �-x2 LES ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-1 -68.0 -68.0 -66.6 -65.5 -64.6 Q . -124.7 -124.7 -118.3 •1 - _ . �; N 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. 240 ft +68.0 +68.0 +65.6 +63.9 +62.6 0 240 ft +68.0 +68.0 +65.6 + 6 3. ESIGN IS BASED ON THE ULTIMATE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE ,n .'^.,� ED. 'WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR DETERMINING PRESSURE RATINGS. -68.5 68.5 -67.0 -65.9 -65.1 -125.5 -125.5 -119.2 F-1_, =171:1 `�' ` ASCE 7-16 RISK CATEGORY IS INDEPENDENT OF THESE RESULTS.FIND RISK CATEGORY VELOCITY TO BE LESS 250 ft O ob 250 ft THE RATED LIMITING ULTIMATE WIND VELOCITY REFERENCED ABOVE. +68.5 +68.5 +66.1 +64.4 +63.1 Z W +68.5 +68.5 +66.1 +64. Z` 4.TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. S. INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)-FOR USE WITH AN ENCLOSED STRUCTURE ONLY. -68.9 -68.9 -67.5 -66.4 -65.5 N -126.4 -126.4 -120.0 -115.4 -111.9 6.VERIFY USE OF Kd(DIRECTIONALITY FACTOR REFERENCED ABOVE)WITH LOCAL BUILDING DEPARTMENT. 260 ft +68.9 +68.9 +66.5 +64.8 +63.5 LLI z 260 ft +68.9 +68.9 +66.5 +64.8 +63.5 7•HVHZ=HIGH VELOCITY HURRICANE ZONE(BROWARD&DADE COUNTIES). - LD S.TABLES ARE FOR VERTICAL SURFACES ONLY&FOR ALL ELEVATIONS ABOVE SEA LEVEL(Ke=1.0). -69.4 -69.4 -67.9 -66.8 -65.9 a- ^ -127.2 -127.2 -120.8 -116.2 -112.6 9.THIS MASTER PLAN SHEET IS GENERIC IN NATURE AND DOES NOT SERVE AS A SITE-SPECIFIC DOCUMENT. 270 ft ESE +69.4 +69.4 +67.0 +65.3 +63.9 Q z 270 ft +69.4 +69.4 +67.0 +65.3 +63.9 TAB 10.S AND DOCUMENTTHIS CORRE PONDING W ND VELOCITYTES ,EXPOSURE,DESIGN I&OTHER COEFFND PRESSURESICIENTS IENT ASD)AS LISTED.APPLICATION OF IC S LISTED HEREIN SHALL BE U a AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF 69.8 -69.8 68.4 67.2 66.4 -128.0 -128.0 -121.5 -116.9 -113.3 THE USE OF THESE TABLES IS OFFERED HEREIN. 280 ft O 280 ft 11. THIS SPECIFICATION DOES NOT OFFER ANY PR OVED C RTIFICATION. REFER TO ANY SEPARATELY +69.8 +69.8 +67.4 +65.7 +64.3 +69.8 +69.8 +67.4 +65.7 +64.3 SUBMITTED TEST CRITERIA AND OTHER AIR R9VA OR C TION INFORMATION AND APPLICABILITY OF -70.3 70.3 -68.8 67. _ s -128.8 -128.8 -122.3 -117.6 -114.0 THESE TABLE VALUES WHICH IS TO BE VE OTHERS IN ACT CE WITH GOVERNING CODES. 290 ft +70.3 +70.3 +67.8 +66. 6 ' ft +70.3 +70.3 +67.8 +66.1 +64.7 13. NO CERTIFICATION IS OFFERED O12. ADHERE TO ALL LOCAL IMPACT PROI R I A STRUCTURE. x '. 14. EXCEPT AS EXPRESSLY PROVIDED H D� 0 "L IFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE 4 EXTERIOR a SON MEAN ROOF HEIGHT MRH EXPLAINED o -,n poEN a= 10%OF LEAST HORIZONTAL DIMENSION` -4. ' TZ; D W�, LEAST HORIZONTAL 0 D O - � a O ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,B6C �4RED EAK ROOF DIMENSION - 0 C o D n O m O o m Q v o m m rn THAN 4%OF LEAST HORIZONTAL DIMENSION OR EIGHT 5 5 -0 z 0 3 C> ~' o o 2,=c° °�x >c a O"m USE CORNER ZONE 5 IF AT ALL IN QUESTION. TmT1• RI Z O z a"a 3 n en =1 3 r m�^Z ENGINEER FOR A MORE SPECIFIC INTERPRETATIONMEAN 2 3 o-1 2 3\ N m-z i m m o m o>'a 0 c,a 0� ATTENTION ROOFQ 5 4 EAVE �zZ (n0�, mv�0 ^= Oyc ci OI►� O11 MEA 2HEIGHT G)D R° ;a O"�^�= n'Mum N 0 Dr�a a ROOFMRH) WIND r o O 3;a �r pn. ";°_ =G Scanned.co ies, not to HEIGHT n m a O a I ' I FLOW �O(n O�oom �A�A� 9(MRH) 5 A� m:4a!w Fnm"yw< To :e.-use.�i; .9lpb am erm t 1 �a 5 4 C:>Q , o p a°m oivl"mz n'vv j zt 5 5PLAN VIEW p Z n m n r �n p xom G m=a 2 p o i>, f Rlctaard COMPLEX =osOo 3. ' Nee ETRIC O o i o m'�= p ` -:P 9895� ELEVATION a-y a CORNERS 5 5 mma a, cn N�, ., ? s REMIT ARKS DBWN FBKD ,2I420 D 7TH EDITION FLORIDA BUILDING CODE ENGONEERIN9G o ,T' .,.., Ln ASCE 7-16, CHAPTER 30 CORPORATE OFFICE:, ,' o z z. $.z m -u -m Z DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVE SUITE _1.0'6 9`2 o;m' in z MASTER PLAN SHEET 2,mr.Z 6) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, DEERFIELD BEACH FL 334:42-' .I�++.p• n .�="Aa kn AND SHALL NOT BE REPRODUCED IN WHOLE OR PART MTHOUT (9S4 354-0660 866-396-9999 � `-i3 p ,.. WRnTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 ) t m -3�• ?`>"�'; 00m n ASCE 7- 1 TEAM „z _0; << ,.• V1 ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMIrnDAND INVALIDATE OUR CERnFCAnoN. ENGINEERINGEXPRESS.COM < �im \Q ' ' 4