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Home My WebLink AboutProject Information 12018-12:07pm interni V:\Ptcjecls\ Masser Plan Sheet StorelWindows-Doors-Shuttersl400 Wind Charts\-Raference\2017 Windload Charls Relerences12017-b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 -WIND VELOCITY= 170 MPH 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSUREC' BASED ON Kd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE04 PRESSURES EXTERIOR ZONE05 PRESSURES 01 (SEE BELOW) i INSTRUCTIONS FOR TABLE USE: DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZOVE 5 I,IDENTIFY THE ZONE OF THE OPENING,#_ Mean ...... Tributary Area(S �%,1I_fi%lOFktZWE 4)OR EXTERIOR(ZONE 5)PER THE �f FIGURE BELOW LEFT OR INFOR _DH q Ft) 3 91 iiii'tb THE'MORE CRITICAL(EXTERIOR)ZONE 20 30 6'ight 10 20 30 40 so M R Mean a 0 n Height rH 'i E_ P.L- HI FROMTHELOWEST GROUND ELEVATION.IF eight 10 (IDENTIFYTHE BUILDING MA Roof Tributary Area(5 Ft ' tY OTH S ER 40 1.1. ANY QUESTIONABLE I f _t'PEAK(HIGHEST)ROOF HEIGHT. Z MEAN ROOF HEIGHT CANNW Rp Wja-lEp,!*0Sffl_ _ZT_T9 37 -38.3 -37. 50.6 �47.2 45.2, 43.8 :42 7 _F 0 5 f ;0*VALUE. IR EE 2.1. ALWAYS ROUNDUP, 6 )tE 10, 0-15 ft +36.1 +35.1 +33.8 +37.8 +36.1 +35.1 +37.8 +34.4 2.2. VALID FOR "N Ig ALL 11005�- F0 s E AN ENGINEER FOR REDUCTIONS. -52.6 -49.0 -47.0 -45.5 -44.4 '3)CALCULATE THE TRIBUTARY NG I U STION AS THE GREATER OF,(H 8 it EIGHT WMTH)OR THE SPAN LENGTH(HEIGRI-p� I, , .N Pdffi G ir U -Z6 0.8 �i9-8 18 it TIVE WIDTH OF 1/3'THe HtIdHT(HEIGHT 2/3). VE is it +31.5 +36-5 +JISJ +393 +37.5 +36.5 +35.7 +35.2 3.1. USE THE AREA BETWEEN STRUCfU 'OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN -40 -_:ii 47 -53.8 -50.1 -48.0 -46.5 -45.4 STRUCTURAL MULLS,COLUMNS,ETC. 0 ft -43.6 41.7 -39.9 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft 20 ft (10 SQUARE FEET)SHALL SE USED. 1 +40.2 1 +38.3 +37.3 +36.5 +36.0 +40.2 1+38.3 +37.3 +36.5 +36.0 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER --:Z2-6 -41.9 -41.3 56.4 -52.6 -50.3 -48.8 -47.5 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. -45.7 4 2� IV 25 it READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 25 ft 1 +42.1 +40.2 +39-1 +38.3 +373 +42.1 +40.2 +39.1 +38.3 +37.7 IN ACCORDANCE WITH CODE. 58,6 -54.6 -52.3 5.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 3 EOft -47.4 -45.5 -44.3 -43.5 -42.9 30 it - -50.7 -494- 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MU 30 TO TABLE USE_ +43.7 j-A1.8_-+40.6 +39,8 _t43.7, 0,_fl�Aq.fi. ERAL NOTES ARE TO BE USED IN CONFORMANCE WITH*ALLOWABLE STRESS DESIGN METHODOLOGY-PER ASCE 7-10 -49.0 -47.0 -45.8 -44.9 -44.3 "60.5 -56.4 -54.0 3511 35 ft t. TABLES ON 2.4.1 AND CHAPTER 30 PART I OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 .lz 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. 40 ft -50A -48.3 -47.1 -46.2 -45.5 40 ft -62.2 -58.0 -55.6 THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +43-1 +46.5 +44.4 +43.1 +423 2c (yf THAN THE BITTED LIMITING WIND VELOCITY ABOVE. -"4......... 5 0 -63.8 -59.5 -57.0 -$5.2 =53- - S.VERIFY USE OF Kd(pIREC710NAL1TY FACTOR)WITH LOCAL BUILDING DEPARTMENT, 0 +4 +41*6 +46.5 1+44.4 +43.1 - -49.5 7�8 I' 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+j-0.28}FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft -51.7 .3 -47A -415.7 45 it +47.6 +45.5 1 +44.2 +43.3 +42.6 - +47.6 +45.5 +44.2 +43.3 +45216 6. =HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. so ft + so it B. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED 48.7 +46.5 +45.2 +44.3 +43.6 +48.7 8.7 +46.5 +45.2 +44.3 +43.6 OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -53.9 -51.7 -50.3 -49.4 -48.7 -66.5 -62.1 -59A -57.6 -56.1 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASO)AS LISTED.APPLICATION OF THESE 55 it 55 it . TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE +49.7 +47.4 +46.1 +45-2 +44.5 +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR 67 APPLICABILITY OF THE USE OF THESE TABLES 15flif ED-HEREIN. JR , -54.9 -52.6 -51.3 _:5O.lz-749.6A .8 -63.2 -60.5 -58.6 -57.2 10. THIS SPECIFICATION DOES NOTp MIR pit - EF- 9311.11 -RD_VED CERTIFICATION. REFER TO ANY SEPARATELY +50 b +483 +47 0 446.1m wo SUBMITTED TEST CRITERIA AND 01 R ILLATION INFORMATION AND APPLICABILITY 60 ft - 1+50.6 +48.3 +47.0 +46.0 +45.3 OF THESE TABLE VALUES WHICH IST 'RDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCA NCES_ cn 12 NO CERTIFICATION IS OFFERED MUbI 5IKucruPE. 13: EXCEPT AS EXPRESSLY PROINV41D RlIFICATIONS OR AFFIRMATIONS ARE INTENDED. REfGHT EXPLAINED 7 EXTERIOR LEAST HORIZONTAL DIM wmz=o"oo R OR NE- DIMENSION,, J. M>GIM 0n;0j;v;qQ LEA ;HOR12 NTALDIMEgSION-OR�40i).-6K�fOXIOqOF PEAK ROOF -q'o Z C, z 0 -9 z M >wW2� ;H HICHEVER ISS ALLIER,BUT NOT LESS THAN 4%OF LEAST HEIGHT CS x-n 0 �,moq a 3-1==,,a z 0 M* >M IZ NTAL DIVF�NSI%Nr,R 3FT.USE ZONE 5 IF AT ALL IN QUESTION. V);003>zvpq>,Z� In ui Ul-2_j;c- MEAN > G) A MORE SPECIFIC INTERPRETATION IF ROOF02 5 4 2 2-f m 7 N ENSINEER . =0z!,nv>5M rp UI VE Eomm:0-im G).Ox n _q> Vi s MEAN HEIGHT -i z M-M>>; I z 30 U ROOF ROOF r)>>z a Ul n 0 -1 HEIGHT = r) 03)-4 HEIGHT o C':mr o m , - x 0-4 0 Z Z Z m m 0 90 @ M m">M > 5 :�nmo, OC 77 6120,0"�;r m r- .c> z> -4 1 M X 4 a PLAN VIE w 0 m c M ,0, j to (a) .0> ;0 V, �i- Mx 0 7; ;. , , m m > 0 c �;M> z z j E: COMPLEX O;D r M M U)0 r- ISOMETRIC CORNERS ;0 90 in M 0 ELEVATION a a ;Cl W o REMARKS DRWN CHKD DATE 7. 9 6TH EDITION FLORIDA BUILDING CODE NGINEER CD [NIT ISSUE GSS TSB 03105/12 E C) Mz C) 61 REV-ADJUSTED HEIGHTS GSS TSB 04109112 EXPRESS'6!UJp1l C)7z ,:5 2017 N Z5,4 REV 2014 FBC DGM TSB 061`10/15 0 z x 'p air 12 to !R UPDATES,2017 F8C FLB FLB 12117 SCE 7-10, CHAPTER 30 -0 A -Te.-Cf. 0 DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, suiri= 1Mzp tAz DEERFIELD z BEACH, FL 334 MASTER PLAN SHEET > THIS DOCUMENT is THE PROPERNOF ENGJNFFRW EXPRESS. P:(954)354-0660 F:(954)354-04 0 AND SHALL NOT BE REPRODUCED IN WHOLE OR PARTYATHOUT CERT OFAUTH IV9805 C> WRLTIEN CONSENT Of ENGM"#G"PRESS.ALTERAILDNS� E:HELLO@ENGINEERINGEXPRESS.0 0 ADDITIONS,OR OTHER MARVJNGS 70 THIS DOCUMENT ARE NOT ASCE 7-10 , 00 PERM17TED AND WVALIDATE OUR CERTIFICATION- ENGINEERINGEXPRESS. M 2j: