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Home My WebLink AboutEngineering 06/3012015-2:42pm gabriels V:\Projects\ 2014-MPS1400 Wind Charts\ Reference100-MPS141t00 Series C&C(Current).dwg ' Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "A�.[ ", IND VELOCITY = 170 MPH MRH > 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'Dt BASED ON Kd=0.85 PppINTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES '- ;; ENCLOSED STRUCTURE,FLAT TERRAIN _,CL: cy, . :_ Mean DESIGN PRESSURES(PSF)-ZONE4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tribute Area IS F[ -' Roof Tributa Area 5 Ft 1. TABLES ARE INTENDED TO PER. THEr ORST CASE'PRESSURES.'WORST CASE'IS a DEFINED AS THE C E43144LEL9NrD AN N WN VARIABLE AS DESCRIBED BELOW. Height 10 15 20 25 30 Y,45.. )T h. eight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO IT3Q@} EQUTREA P l)Sp ITH THESE TABLES. -54.9 -54.9 -54.9 -54.3 -53.7 -5:4$ tt i(' - t -100.6 -100.6 -100.6 -97.8 -95.5 -93.5 -91.9 -90.4 -89.0 2.TABLES VALID O � I[{N�;C,S} F''" ROOF HEIGHT AS LIMITED ABOVE. 61-70 h x 61-70 ft 3.TABLES VALID F R�frr ) APPLICABLE REDUCTIONS FOR ROOF SLOPES +54.9 +54.9 +54.9 +53.8 +53.0 + - �.0;�n 5�" +54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +50.5 (} Y� LESS THAN 101 SHA B $RF,O E YaE. GINEER AS A SITE SPECIFIC CONDITION. 80 ft '56.2 -56.2 -56.2 -55.6 -55.0 5(�:� - ')11 5, �: t'a'I ,, 80 k -103.0 -103.0 -103.0 -100.1 -97.7 -95.7 -94.0 -92.5 -91.1 4.IDENTIFY THE B " /V `.RI�E')y�QOF HEIGHT.IF THE MEAN ROOF HEIGHT +56.2 +56.2 +56.2 1.+55.1 +54.2 + �L. -6�a$;tZI' ¢'1'Ir{!� i +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 CANNOT BE IDENTIF p SE°'thyP Q ,� E)Cjti$T. 4 �., `� S. ALWAYS ROUND O.• ,,t,}t1GHS3 LE VALUE OR CONSERVATIVE ASSUMPTION. 90 ft 57.3 -57.3 -57.3 -56.7 -56.1 -55. `"-4j'+4151 � .MM75 ""� 90 k -105.1 -105.1 -105.1 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 6.CALCULATE THE TRIBI?T,AEZY,�,\ gEO,,:T E OPENING IN QUESTION(HEIGHT*WIDTH)OR +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53,9 +33 + 2.8 +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 +53.3 +52.8 THE SPAN LENGTH(HEIGHT)M -0-6Y 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(HEIGHT=/3).USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY 100 ft +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 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -59.4 -59.4 -59.4 -58.7 -S8.1 -57.6 -S7.2 -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.S +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 120 ft •60.3 -60.3 -60.3 -59.6 -59.0 -58.5 -58.0 -57.6 -57.3 120 ft '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 +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -fii.l -61.1 -61.1 -60.5 -59.8 -59.3 -58.8 -58.4 -58.1 -112.1 -112.1 -112.1 -108.9 -106.390 Z- -100.6 -99.2 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 130 ft 9'�7.t� �, MUNICIPALITY IN ACCORDANCE WITH CODE. 130 ft +61.1 +61.1 +61.1 +59.9 +59.0 +58.2 +57.5 +56.8 +56.3 +61.1 +61.1 +61.1 + ,,.� ,_.. l7 +&[<.I'{7r5,+55;$' +56.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -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 ° "1 �1 'S=�r .9 -100.4 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140 ft 140 ft s'r. I, F".'"c.. *mss' +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.6 +57.0 +61.9 +61.9 +61.9 + k;7;,� $$,9 X57.6 +57.0 GENERAL NOTES: -62.7 -62.7 -62.7 -62.0 -61.3 -60.8 -60.3 -59.9 -59.5 -114.9 -114.9 -114.9 -17 9�OI OG 8, " 03.2 -101.7 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 150 ft 150ft Icn y:E; � +62.7 +62.7 +62.7 +60.5 +59.6 +58.9 +58.3 +57.7 +62.7 +62.7 +62.7 + LtS� 0•?9�"1 $.6;.>�•8;9.*;?� .3 +57.7 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE 63.4 -63.4 -63. 62.7 -62.0 -61.5 -61.0 -60.6 -60.2 116.2 -116.2 -116.2 -112. ' 1U; 1A `5�0 .1�"46. -102.8 CRITERIA AS OUTLINED HEREIN. 160 ft +63.4 +63.4 +63. +62.1 E61.1.0 +60.3 +59.6 +58.9 +58.4 160 ft +63.4 +63.4 +63.4 +62.1 +61.1 c7r, r;l 9.6 +58.9 +58.4 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -64.0 -64.0 -64. -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 FLATTERRAIN USE ONLY. THESE TABLES 170 ft +64.0 +64.0 +64.0 .8 +61.8 +60.9 +60.2 +59.6 +59.0 170 ft +64.0 +64.0 +64.0 +fi2.8 +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 -64.7 -64.7 -64.7 -64.0 -63.3 -62.8 -62.3 -61.8 -61.4 -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 180 ft +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 180 ft +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 AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY 190 ft 190 ft VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 +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. USE OF THESE TABLES AND CORRESPQNPING WIND VELOCITY,EXPOSURE,AND OTHER -65.9 -65.9 -65.9 -65.2 -64.5 -63.9 -63.4 a -120.8 -120.8 -120.8 -117.4 -114.6 -112.3 -110.3 -108.5 -106.9 COEFFICIENTS LISTED�tEREIN HA[ig3E..LaICFATED-QND VERIFIED BY THE GOVERNING 200 k hh..�� .s 00 ft +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPARTM tmT�Af10 RMI'F''HUlb�RdO;yV7 RRANTY FOR APPLICABILITY OF TABLE +65.9 +65.9 +65.9 +64.6 +63.6 + $'7 ,t T9�w+6J3. +b'-0"1:I -66.4 -66.4 -66.4 -65.7 -65.0 6 "`f 7 g -121.8 -121.8 -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -107.8 VALUE USE IS OFFER[�'DI �I r;�_,.„�-�'��'�`N �'`� 210 h �k .m '� a'q"y� 210 ft S.THIS SPECIFICAQ) OT`3Cft� Efa•(Tj�FER ANY PRODUCT APPROVED +66.4 +66.4 +66.4 +65.2 +64.1 + ci63 1 a6k''F' +66.4 +66.4 +66.4 +65.2 +64.1 +63.2 +62.5 +61.8 +61.2 CERTIFICATION. RE ERS , PAR(�} ltllY OMITTED TEST CRITERIA AND OTHER -67.0 -67.0 -67.0 -66.3 -65.6 6 b43fy 4A,;N''�q1¢, -122.8 -122.8 -122.8 -119.3 -116.5 -114.2 -112.1 -110.3 -108.7 APPROVALS FOHICHR DE G, "STA T%ON INF MATION AND APPLICABILITY OF THESE TABLE 7] ) 220 ft V6LADHERETOALLYIRQTECT,IOI,$„,CTEMORDLNANCESGOVERNING CODES. 220 ft +67.0 +67.0 +67.0 +65.7 +64.6 + �)- 6 . , 7:T `'. +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7UES P x -67.5 -67.5 -67.5 -66.8 -66.1 6 .5-161-5- ='65 -123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7.NO CERTIFICATIO " .QEttED-Ftfl'L)E fNTfGRITY OF THE HOST STRUCTURE. 230 ft +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.5 I �� ,✓ T 2.2 230 ft +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.5 +62.8 +62.2 8.EXCEPT AS EXPRESSLY PR'OS �HFIIEIN,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 ARE INTENDED. 240 ft +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 240 ft +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 W CH OF LEAST HORIZONTAL DIMENSION N 4 O%OF MRH, PEAK ROOF WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 250 ft -68.5 -68.5 -68.5 -67.8 -67.0 -66.4 -65.9 -65.5 -65.1 250 ft "125.5 -125.5 -125.5 -122.0 -119.2 -116.7 -114.6 -112.8 -111.1 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT +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. MEAN -68.9 -68.9 -6B.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 a 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 ft +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 5 �� 280 k 69.8 -69.8 -69.8 -69.1 -68.4 -67.8 -67.2 -66.8 -66.4 280 ft -128.0 -128.0 -128.0 -124.5 -121.5 -119.0 -116.9 -115.0 -113.3 5 I ® I 5 ® 4 `r a +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 a y O 5 -70.3 -70.3 -70.3 -69.5 -68.8 -68.2 -67.6 -67.2 -66.8 -128.8 -128.81-128.81-121.21-122.3 -119.8,417.6,415.7 -114.0 ELEVATt N 290 ft +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 290 ft +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 WALL ZONE FIGURES ly I ETR O o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING g o m� D O a INR ISSUE GSS TSB 03/05112 z o oz m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2014) EXPRESS@ \ REV 2014 FBG DGM TSB 06/10/15 CORPORATE OFFICE: Z R _ _ ASCE 7-10, CHAPTER 30 ° w 'om L_� ? m _ DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 z 'rn .p Z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 v a I O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0550 F:(954)354-0443 0 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z�. o R WRITTEN CONSENT OFENGINEERING EXPRESS.ALTERATIONS. E:HELLO@ENGINEERINGEXPRESS.COM A° Ln ADORIONS,OROTHER MARKINGSTOTHIS DOCUMENT ARE NOT ASCE 7-10 m o PERMITTEDAND @NALIDATEOUR CERTIFICATION. ENGINEERINGEXPRESS.COM