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Home My WebLink AboutDESIGN LOADS FOR COMPONENTS2018-1:17pm intemi VAPm ecls\_Master Plan Sheet Store\Windows-DoorsShueers\400 Wind Charts\_Reference@017 Windload Charts Reterences@017_b FBC WIND CHART.dwg 61h EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 170 MPH L MRH > 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE'D' BASED ON Kd=0.85 ENCLOSED STRUCTURE, FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE(4)PRESSURES 1 EXTERIOR ZONE�PRESSURES ^�- ^' ^ ^___ _ -.' ^' (SEE BELOW) Mean DESIGN PRESSURES (PSF)-ZONE4 Mean Roof Area of Opening (Sq - f Height 10 20 30 40 �ght 54.9 -54.9 53.7 -52. 61-70ft _._ _._ ___ _-A(1 =n. r a /-70ft 120 ft _ _�*+60.3 120 ft +60.3 +58.2 6.7 +55.5 -64.0 -64.0 -62.7 -61.6 -60.8 170 ft 170 ft +64.0 +64.0 +61.8 +60.2 +59.0 -65.9 -65.9 -64.5 -63.4 -62.6 20D ft 200 it+65.9 +65.9 +63.6 +61.9 +60.7 -67.0 -67.0 -6S.6 -64.5 -63.6 220 ft 220 k +67.0 +67.0 +64.6 +63.0 +61.7 -68.0 -68.0 -66.6 -65.5 -64.6 240 ft 240 ft +68.0 +68.0 +65.6 1 +63.9 +62.6 -68.5 -68.5 -67.0 -65.9 -65.1 250 ft 250 k +68.5 +68.5 +66.1 +64.4 +63.1 -68.9 -68.9 -67.5 -66.4 -65.5 260 ft 260 ft +68.9 +68.9 +66.5 +64.8 +63.5 -69.4 -69.4 -67.9 -66.8 -65.9 270 ft 270 ft +69.4 +69.4 +67.0 +65.3 +63.9 -69.8 -69.8 -68.4 -67.2 -66.4 280 ft 280 k +69.8 +69.8 +67.4 +65.7 +64.3 -70.3 -70.3 -68.8 -67. 36.8 290 ft ft TNTERIOR ZONE(4), EXTERIOR ZONE-(5\j?BgF FEE .% OF LEAST HORIZONTAL DIMENSION OR 40% OFF M RUN +, IT, 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. MEAN a ua ROOF HEIGHT n �C rn O o REMARKS DRWNCHKD DATE INIT ISSUE GSS TSB 031051' D O m 1 REV -ADJUSTED HEIGHTS GEE TSB 04/09P 3 REV 2014 FBC DGM TSB 06/10/' z W N i g m UPDATES, 2017 FBC FLB FLB 12M m V r m II1EPROPERTY EXPRESSY4RIOU. rNB OOCIIINOT BE IKEDIIN MOU91EDUN0 AND MOUE OR PNiiWI1H0UT O U OFROINEERIN WRn7ENC CONSENT WRRIH100N NO TO THIS ERARENDT OVOFER W104MTOTHISDO )MMARE FaRmITTOAND WAUDARRNGS =N. POIMITIEO ANOINYNJDAIEOURCERPFlCAR]N. DESIGN PRESSURES (PSF) - ZONE 5 Area of Opening (Sq Ft 3 10 1 20 1 30 40 50 -100.6 -100.6 -95.5 -91.9 -89.0 +54.9 +54.9 +53.0 +51.6 +50.5 -110.5 -110.5 -104.9 -100.9 -97.8 +60.3 +60.3 +58.2 +56.7 +55.5 -117.4 -117.4 -111.4 -107.2 -10399 +64.0 +64.0 +61.8 +60.2 +59.0 -120.8 -120.8 -114.6 -110.3 -106.9 +65.9 +65.9 +63.6 +61.9 +60.7 -122.8 -122.8 -116.5 -112.1 - 08.7 +67.0 +67.0 +64.6 - _ - I3? 6 .7 - 9k _ -124.7 -124.7 -118.3 +68.0 +68.0 +65.6 + 62. -125.5 -125.5 -119.2 - 4. .1T +68.5 +68.5 +66.1 64 , -126.4 -126.4 -120.0 -115.4 - `-I1. - +68.9 +68.9 +66.5 +64.8 +63.5 -127.2 -127.2 -120.8 -116.2 -112.6 +69.4 +69.4 +67.0 +65.3 +63.9 -128.0 -128.0 -121.5 -116.9 -113.3 +69.8 +69.8 +67.4 +65.7 +64.3 -128.8 -128.8 -122.3 -117.6 -114.0 +70.3 +70.3 +67.8 +66.1 +64.7 0u1_%1VIVtU BY 1.1. ANY QI S. 4DENTIFY THE 1MEAN ROOF F EXTERIOR (ZONE 5) PER THE MORE CRITICAL (EXTERIOR) ZONE 1E LOWEST GROUND ELEVATION. IF (3.)CALCULATE THE TRISUTARY7REA,TIFTHEO<F 1ryryG'iN'OUESTION AS THE GREATER OF (HEIGHT" TH) OR THE SPAN LENGTH (HE[G EGYIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT / 3). 3.1. USE THE AREA BETWEEN STRUCTU PENINGS ONLY -THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (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. ®READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. S. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1,18. VERIFY Kit REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. kr�46ORST RAL NOTES: LES ARE TO BE USED 1N CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 N 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. IGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS N THE RATED LIMITING WIND VELOCITY ABOVE. OGRAPHIC FACTOR Krt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. .ERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. S. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. S. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED cBY,THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR OFT 11. 12. 13. FIPLTAINEQCI13 RIZONTAL NSION c n m m z n O m T m Pzimo.'OmNmGli Oy, - �z PEAK ROOF Dr 5 mislm CDU+inmy'+A X�10 R mZ0 HEIGHT \ �pp�Om~Dm�CZ R' r--i "E ��N� S ® iOzmOn�r�om2y ITT i3 � AFFIRMATIONS ARE INTENDED. rt��Oyi Nmm3DympN Q-4>> FEB 4 „0-1 � 1 2019 28 , z'.'r 200 mDOcm O(t ,-, GI S OIPA zr�a098z 22m TO QD v ��zsa 0.+�Om�Dzmr'-I OCZ(n ST.LucieC f PLAN VIEW G.D+z�Ymoj zra> m m p O D COMPLEX om '^my-I�z`"� Z �Tz r a ISOMETRIC CORNERS S S Oa z m c E o D O A 6TH EDITION FLORIDA BUILDING CODE ENGINEERING 2017 EXPRESS ASCE 7-10, CHAPTER 30 RRC T•CFFJC•: DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, SUITE 106 MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH 09585 ASCE7-10 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM EAVE ROOF HEIGHT Permitting 0