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HomeMy WebLinkAboutProduct Approval 01/09/2018-1:00pm inteml V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017 b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY- 170 MPH MRH >60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ON Kd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE�4 PRESSURES 1 EXTERIOR ZONEDPRESSURES (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 _ Mean DESIGN PRESSURES(PSF)-ZO E$ 4 > X. IDENTIFY THE ZONE OF THE OP NING�RSI[NIERIOR{ZONE 4)OR EXTERIOR(ZONE 5)PER THE 2 Roof Area of Opening(Sq f 3 Of Area of Opening(Sq Ft 3 Q'S URE BELOW LEFT OR INFORk� ON'PROVIDE�OkOU BY OTHERS. Height Hei I 1.1. ANY QUESTIONABL `.N. NSi ED THE MORE CRITICAL(EXTERIOR)ZONE 10 20 30 40 �5 fy g 10 20 30 40 50 ® S• ` Y / 2. IDENTIFY THE BUILDING MSA VE_ G 130E EI HT FROM THE LOWEST GROUND ELEVATION.IF 47.8 -47.8 -46.8 -46.1 " 5? / 87.7 87.7 83.2 80.1 -77.6 J` 1 MEAN ROOF HEIGHT CANNQT'jB NTIFI D U E•T.H PEAK(HIGHEST)ROOF HEIGHT. ,� 1,-70 ft © 2.1. ALWAYS ROUND UP,ROOF�{EIGFT9TOINEX"TTBLE VALUE. 61-70 ft +47.8 +47.8 +46.2 +45.0 C+44:1_ . r +47.8 +47.8 +46.2 +45.0 +44.1 2. VALID FOR ALL ROOpLS�O, E5 FOR SLOPE�,�F SEE AN ENGINEER FOR REDUCTIONS. -51.6 51.6 50.5 49.7 `49: -94.6 94.6 89.7 86.3 83.7 3.CALCULATE THE TRIBUTARP-AREA HE,OPE TNG°IN�QU@STION AS THE GREATER OF(HEIGHT 100 ft 100 ft �1p1( A)OR THE SPAN LENGTH(HEIGFIT)="4A� C-TIVE WIDTH OF 1/3 HE HEIGHT(HEIGHT z/3). +51.6 +51.6 +49.8 +48.5 +47.5 +� +51.6 +51.6 +49.8 +48.5 +47.5 °� 3.1. USE THE AREA BETWEEN STRUCTURAL"OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN �-' STRUCTURAL MULLS,COLUMNS,ETC. 120 ft -53.6 53.6 52.5 51.6 50.9 a g p Oft 9$.3 9$.3 93.2 $9.7 $6.9 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST +53.6 +53.6 +51.7 +50.4 +49.4 h6 +53.6 +53.6 +51.7 +50.4 +49.4 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -57.7 -57.7 -56.5 -55.5 -54.8 -105.7 -105.7 -100.3 -96.5 -93.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 170 ft 0 4QREAD OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +57.7 +57.7 +55.7 +54.2 +53.1 +57.7 +57.7 +55.7 +54.2 +53.1 IN ACCORDANCE WITH CODE. ® 60.9 60.9 59.6 58.6 57.8 111.6 -111.6 105.9 -101.9 - $;$_ 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 220 ft +60.9 +60.9 +58.8 +57.2 +56.1 Ro +60.9 +60.9 +58.8 X572 561.GENERAL NOTES: -62.0 -62.0 -60.7 -59.7 -58.9 -113.7 -113.7 -107.9 =1'03: 1�TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 240 ft �0 �d - �'i SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +62.0 +62.0 +59.8 +58.3 +57.1 +62.0 +62.0 +59 8 +5�-3, .5 /2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. `WORST CASE'CR]TICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 250 ft -62.5 -62.5 -61.2 -60.2 -59.4 0 114.7 -114.7 -108.8 \ Q .5 \2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +62.5 +62.5 +60.4 +58.8 +57.6 ® +62.5 +62.5 +60.4 +58;, S7 6 THAN THE RATED LIMITING WIND VELOCITY ABOVE. :TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. 63.1 63.1 61.7 60.7 59.9 V 115.6 -115.6 -109.7 -105.6 -102.3' 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WIT AN ENCLOSED STRUCTURE ONLY. 260 ft a �O ft 5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. +63.1 +63.1 +60.9 +59.3 +58.1 / W +63.1 +63.1 +60.9 +59.3 +58.1 HVHZ=HIGH VELOCITY HURRICANE ZONE. 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 270 ft -63.6 -63.6 -62.2 -61.2 -60.4 -116.5 -116.5 -110.6 -106.4 -103.1 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. +63.6 +63.6 +61.3 +59.8 +58.5 ® 270 ft +63.6 +63.6 +61.3 +59.8 +58.5 B. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -64.1 -64.1 -62.7 -61.7 -60.9 -117.4 -117.4 -111.5 -107.2 -103.9 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF HESE 280 ft S LISTED HEREIN SHALL BE +64.1 +64.1 +61.8 +60.2 +59.0 0 (Go ft +64.1 +64.1 +61.8 +60.2 +59.0 DICTATED ANDTABLES ANDD VERIFIED BY RRESPONDING HE GOVERNING BUILD NG DEWIND VELOCITY, PARTMENT AND P RIMIT HOLDER.NO WARRANTY FOR 64.5 64.5 63.2 62.1_-=61.3L -118.3 -118.3 -112.3 -108.0 -104.7 APPLICABILITY OF THE USE OF THESE TABLES IS,eeoFF.E Ef3_D HEREIN. 10. THIS SPECIFICATION DOES NOTTOFFER-ANY-PRODU PPJ>,QVED CERTIFICATION. REFER TO ANY SEPARATELY 290 ft _7 --_ 90 ft SUBMITTED TEST CRITERIA AND OTH9R'OPROV�LS'FOR-DESIGN,&INSTALLATION INFORMATION AND APPLICABILITY +64.5 +64.5 +62.3 +60.7, I+5 _ 1 +` t f +64.5 +64.5 +62.3 +60.7 +59.4 OF THESE TABLE VALUES WHICH IS TO BE VERIFIED By'OTHERS`f1N'ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT f;RO]`ECTIO.'SYS-l'EM�aRDfNANCES. 12. NO CERTIFICATION IS OFFERED�FOR 7FlEINEGRITY;QF;THE HOST STRUCTURE. ,• 13. EXCEPT AS EXPRESSLY PROVID .HEREIN;NO DD1TI�dNA'CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. _ - l w INTERIOR ZONE 4 EXTERIOR ZON .�ROOF''EIGHT EXPLAINED LEAST HORIZONTAL c Ln m m z IA v m wmz=O..pO�=x..00 DIMENSION mDG)m zm-'m0 a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF�9E� GOOF PEAK ROOF r z m _D to tom z n TI HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 -4m v O m 1=D Ln N .a.m rn X 0 HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. N A D D z r D C Z w U1 z O G) CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN 5 ® U En En U'rn v-4 r- v m z -0 3 11 REQUIRED. ROOF rn P z G)to�z m N L7 f23 2 (7 � :. MEAN EAVE HEIGHT rn z m m"'I 3 D""rn o'-' �r a a ROOF ROOF \ �zn>>z0_0v6z_ `In -'' O D f-f HEIGHT HEIGHT Ln>z cm O n Gl ....2 n Ou O 5 90 omDo.nnvv MM>m 0 rn z 5 5 2�Z m �zmr--I C 5 ® 5 ® O 4 <z � �zmG1 ��a p 17 V) 4 Ya PLAN VIEW D D D m rn �to c 2^ 0 rn Ill �•.. 1 O 5 OczNAmmr-G)mD rmn M C z D COMPLEX T m m a i m- r Z � -n r�); \... r� ISOMETRIC CORNERS 0 in m.. v 0 Nor - NO pC ELEVATION a� �a 5 5� �° v m T REMARKS DIRWNDATE D O INIT ISSUE GSS TS13 03/05/12 6TH EDITION FLORIDA BUILDING CODE ENGINNEERIN rD m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 EXPRESS z REV 2014 FBC DGM TSB 06/10/15 p J� ti H UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 3O CORPORATE°FF10E: m z m 160 SW 12th AVENUE, SUITENI `" ' a.•+ 11 - - - DESIGN LOADS FOR COMPONENTS&CLADDING -' :- z DEERFIELD BEACH, FL 33442-•�1 q � 4 I, ;n �' V MASTER PLAN SHEET T- p °I THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)3S4-O660 F:(954)354-0443 ji,);�:, ;\p- ,�-+.: 'v0 x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF RUTH#9885 �'; :. o (� m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 0 .m�t �„ V ADDITIONS,OR OTHER MARfBNGSTOTHIS DOCUMENT ARE NOT ASCE 7 .L 0 E:HELLO@ENGINEERINGEXPRESS.COM y z m o PERMITTED AND INvnuDATEOUR CERnncATION• ENGIN EERINGEXPRESS.COM `. =