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Home My WebLink AboutEngineering 06/30/2015-2:42pm gabriels V:IProjects\_2014-MPS\400 Wind Charts\ Reference\00 MPS14-000 Series CBC(Current). w �^ ,, 1 {;r ;' , 51h ED. FLORIDA BUILDING CODE 2014 & ASCE 7- "�►SDvt `z' MRH > 60' � ) � WIND VELOCITY = 170 MPH DESIGN LOADS FOR COMPONENTS AND CLADD G. 1 20,x; EXPOSURE 'D' BASED ONKd=0.85 ��"' ENCLOSED STRUCTURE,FLAT TERRAIN INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PREF RES' T7f�TC Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES PSF -ZONES O(7nfi, ;./ INSTRUCTIONS FOR TABLE USE: Roof Tr tutiry Area(S Ft), F�#'y. r Roof Tribute Area(5 Ft) ~D1. TABLES ARE EFINED AS THE C TENDED TO QJ�Pj r-THE_W/ORST CASE'PRESSURES.'WORST CASE'IS Height ' :,t, Olp eight R1IACEON(5 bNrOTANY NWN VARIABLE AS DESCRIBED BELOW. 10 20 25 30 5{ y'�L 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO IRE 'S ITH THESE TABLES. _ Ip S-�QU .Q .. -54.9 -54.9 -54.9 -54.3 -53.7 5 3 YS' 5 ``j -100.6 -100.6 -100.6 -97.8 -95.5 -93.5 -91.9 -90.4 -89.0 2.TABLES VALID O G g8�11I1�I G3 h-}EA ROOF HEIGHT AS LIMITED ABOVE. 61-70 k 3.TABLES VALID F " n slap APPLICABLE REDUCTIONS FOR ROOF SLOPES 61-70 k +54.9 4. +54.9 +53.8 +53.0 + ,3 q. Asx�p s,S�tlt5 +54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +50.5 LESS THAN 10°SHA k B ° ER�E`t ,Q`�o }E INEER AS A SITE SPECIFIC CONDITION. -56.2 - -56.2 -55.6 -55.0 5 - '�1$ 5 ,7, .€, 9"& -103.0 -103.0 -103.0 -100.1 -97.7 -95.7 -94.0 -92.5 -91.1 4.IDENTIFY THE B �• (`AVEE• �OF HEIGHT.IF THE MEAN ROOF HEIGHT 80 k CANNOT BE IDENTS 3 P E1. T. +56.2 +56.2 +56.2 +55.1 +54.2 + 3 Sr, 8�+s2;rc►S7.7 +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 'R.�"'. 5.ALWAYS ROUND O• I�GH7S� i � T LE VALUE OR CONSERVATIVE ASSUMPTION. 90 k -57.3 -573 -57.3 -56.7 -56.1 -55. .5 �`'` '90 ft -105.1 -105.1 -105.1 -102.2 -99.8 -97,7 -96.0 -94.4 -93.0 6, CALCULATE THE TRI E�, E OPENNG IN QUESTION(HEIGHT'WIDTH)OR +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 ^F52.6 +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 +53.3 +52.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -58.4 -58.4 -58.4 -57.8 -57.2 -56.7 -56.2 -55.8 -55.5 -107.1 -107.1 -107.1 -104.0 -101,6 -99.5 -97.7 -96.2 -94.7 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL 100 ft BUTARY +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 100 ft +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 OPENINGS AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE FEET)SHALL -59.4 -59.4 -59.4 -58.7 -58.1 -57.6 -57.2 -56.8 -56.4 -108.8 -108.8 -108.8 -105.8 -103.3 -101.2 -99.4 -97.8 -96.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 110 ft +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 110 ft +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -60.3 -60.3 -60.3 -59.6 -59.0 -58.5 -58.0 -57.6 -57.3 -110.5 -110.5 -110.5 -107.4 -104.9 -102.7 -100.9 -99.2 -97.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 120 ft +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 120 ft +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 130 ft -61.1 -61.1 -61.1 -60.5 -59.8 -59.3 -58.8 -58.4 -58.1 130 ft -112.1 -112.1 -112.1 -108.9 -106.3 IQq;x:1 X10_0.6 -99.2 MUNICIPALITY IN ACCORDANCE WITH CODE. "y "� +56.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A +61.1 +61.1 +61.1 +59.9 +59.0 +58.2 +57.5 +56.8 +56.3 +61.1 +61.1 +61.1 +s9 .__.10 *S$�2 t'5,71&��:•y5'-'f Q -61.9 -61.9 -61.9 -61.3 -60.6 -60.1 -59.6 -59.2 -58.8 -113.5 -113.5 -113.5 1 7s`SO "M Q�3,J,`'�i .9 -100.4 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140 ft +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.6 +57.0 140 ft +61.9 +61.9 +61.9 + p% / F„Ss�: +v'+$?Y',> �•6 +57.0 rI; GENERAL NOTES: 150 ft -62.7 -62.7 -62.7 -62.0 -61.3 -60.8 -60.3 -59.9 -59.5 150 ft -114.9 -114.9 -114.9 1�5'�q .01 06 � `+X03.2 -101.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +62.7 +62.7 +62.7 +61.5 +60.5 +59.6 +58.9 +58.3 +57.7 +62.7 +62.7 +62.7 +57.7 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE 160 ft 63.4 -63.4 -63.4 -62.7 -62.0 -61.5 -61.0 -60.6 -60.2 160 ft -116.2 -116.2 -116.2 -112 9 3> SUy8� ='0 .1 =I0. -102.8 CRITERIA AS OUTLINED HEREIN. ,:�s�e�r� 9.6 t58.9 +58.4 2,DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +63.4 +63.4 +63.4 +62.1 +61.1 +60.3 +59.6 +58.9 +58.4 +63.4 +63.4 +63.4 +62.1 +61.1 !1 ' EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -64.0 -64.0 -64.0 -63.4 -62.7 -62.1 -61.6 -61.2 -60.8 -117.4 -117.4 -117.4 -114.1 -111.4 -109.1 -107.2 -105.4 -103.9 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 170 k +64.0 +64,0 +64.0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 170 ft +64.0 +64.0 +64.0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 180 k -64.7 -64.7 -64.7 -64.0' -63.3 -62.8 -62.3 -61,8 -61.4 180 ft -118.6 -118.6 -118.6 -115.2 -112.5 -110.2 -108.3 -106.5 -104.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 WALLS AND VERTICAL SURFACES ONLY. -65.3 -65.3 -65.3 -64.6 -63.9 -63.3 -62.9 -62.4 -62.0 -119.7 -119.7 -119.7 -116.3 -113.6 -111.3 -109.3 -107.5 -105.9 3.THESE CHARTS ARE NOT VALID ASA SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 190 ft +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 190 ft +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -65.9 -65.9 -65.9 -65.2 -64.5 -63.9 -63.4 +�' -120.8 -120.8 -120.8 -117.4 -114.6 -112.3 -110.3 -108.5 -106.9 USE OF THESE TABLES AND COR1(2" PQNPING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTEDJi€R�N SNAEL Fs AND VERIFIED BY THE GOVERNING 200 k ^M' 00 ft m a�f ED RRANTY FOR APPLICABILITY OF TABLE +65.9 +65.9 +65,9 +64.6 +63.6 + ;,,._ 1'9�` MOP. -.r +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPARTM h('ji`,.A{D_p�R I1Y.H0 6Rr,N � -66.4 -66.4 -66.4 -65.7 -65.0 6 Is O II_ -121.8 -121.8 -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -107.8 VALUE USE IS OFFE p, -0 210 ft 210 ft S.THIS SPECIFICA O IS, bTs _1y,ME .Q�FER ANY PRODUCT APPROVED +66.4 +66.4 +66.4 +65.2 +64.1 k*6lli +66.4 +66.4 +66.4 +65.2 +64.1 +63.2 +62.5 +61.8 +61.2 CERTIFICATION. RE ER4, - sE TEI} OMITTED TEST CRITERIA AND OTHER 220 ft -67.0 -67.0 -67.0 -66.3 -65.6 6 ( " 16r- O nc��"��ucy,?_,� 220 ft -122.8 -122.8 -122.8 -119.3 -116.5 -114.2 -112.1 -110.3 -108.7 APPROVALS FOR DE (G� TT;i�7tyN�i MAI AND APPLICABILITY OF THESE TABLE +67.0 +67.0 +67.0 +65.7 +64.6 + ,�... 1'rf6 .3 ,•i¢lq'In.F? VALUES WHICH IST Q VBFy.FI �Bl\;OT�I ' ICCORDANCE WITH GOVERNING CODES. +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7 6.ADHERE TO ALL IOCiQ=I 'C'F�RpyT 0. ,$STEM ORDINANCES. 230 ft -67.5 -67.5 -67.5 -66.8 -66.1 -6 `�=6 50 �:yrs,�f� , f230 ft -123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7.NO CERTIFICATIO FE ED-FOI;*.TH£1 GRITY OF THE HOST STRUCTURE, +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63. 5$S' 2.2 +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.5 +62.8 +62.2 8.EXCEPT AS EXPRESSLY PR6UtQFsE £IN,NO ADDITIONAL CERTIFICATIONS OR -68.0 -68.0 -68.0 -67.3 -66.6 -66.0 -65.5 -65.0 -64.6 -124.7 -124.7 -124.7 -121.2 -118.3 -115.9 -113.8 -112.0 -110.3 AFFIRMATIONS Al INTENDED. 240 ft 240 ft PEAK ROOF +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 +68.0 +68.0 +68.0 +66.7 +65.6 +64,7 +63.9 +63.2 +62.6 a=ICH OF LEAST HORIZONTAL DIMENSION N 4D% L MRH, -68.5 -68.5 -68.5 -67.8 -67.0 -66.4 -65.9 -65.5 -65.1 -125.5 -125.5 -125.5 -122.0 -119.2 -116.7 -114.6 -112.8 -111.1 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 250 ft 250 ft DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED, -68.9 -68.9 -68.9 -68.2 -67.5 -66.9 -66.4 -65.9 -65.5 260 ft -126.4 -126.4 -126.4 -122.9 -120.0 -117.5 -115.4 -113.5 -111.9 e a SAVE ROOF 260 ft HEIGHT +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 ROOF -69.4 -69.4 -69.4 -68.7 -67.9 -67.3 -66.8 -66.3 -65.9 -127.2 -127.2 -127.2 -123.7 -120.8 -118.3 -116.2 -114.3 -112.6 HEIGHT 270 ft +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 270 h +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 4' 5 O -69.8 -69.8 -69.8 -69.1 -68.4 -67.8 -67.2 -66.8 -66.4 -128.0 -128.0 -128.0 -124.5 -121.5 -119.0 -116.9 -115.0 -113.3 I O I CJ ® O 4. 280 k +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.01+64.3 280 ft +69.8 1+69.8 1+69.8 1+68.5 1+67.4 +66.5 +65.7 +65.0 +64.3 5 y 05 290 ft -70.3 - .3 -70.3 -69.5 -68.8 -68.2 -67.6 -67.2 -66.8 290 ft -128.8 -128.8 -128.81-125.21-122.3 -119.8 -117.6 -115.7 -114.0 EL V 7i N 70 +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 WALL ZONE FIGURES IS MET I O o REMARKS DRWNCHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o m� D O INR ISSUE GSS TSB 03/05/12 ` i o c z m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r201(�t EXPRESS® 0 �� m REV 2014 FBC DGM TSB 06/10/15 ` / (n z _ ASCE 7-10 CHAPTER 30 CORPO-E OFFICE: z 1m UI z 160 SW 12th AVENUE, SUITE 106 �^ z z m - DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 N6"v D in 4 z MASTER PLAN SHEET L) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(984)354-0660 F:(984)354-0443 z m O AND SHALL NOT BE REPRODUCED W WHOLE OR PART WITHOUT CERT OF AUTH 48885 z=I Fy� LrIQ WRITTEN CONSENT OF ENGINEERINGE:PRESS.ALTERATIONS. 7 E:HELLO@ENGINEERINGEXPRESS,COM A 0 I-1 ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE / � 1 O { Lq ?I o PERMITTED AND INVALIDATE OUR CERTIFICATION. EN GIN EERINGEXPRESS.COM