Loading...
HomeMy WebLinkAboutEngineering 06/30/2015-2:42pm gabriels V:\Projecls\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-000 Series C&C(Currenl).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH > 60' • DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof TributaTV Area(Sq Ft j-s� Roof Tributary Area(S Ft) 1. TABLES ARE INTENDED TO DEPICT-THE 31VORST CASE'PRESSURES.'WORST CASE'IS Heigh[ 10 15 20 25 30 5� 4 �45-� 50 = eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITIAL`GONOITION OF-ANYZ'1N�INOWN VARIABLE AS DESCRIBED BELOW. ! USE OF CRITICAL CO DITIONS-$EQUIRED FOR Upii ITH THESE TABLES. -54.9 -54.9 -54.9 -54.3 -53.7 -5 3 --52:8_'5/8--52.1 /, -100.6 -100.6 -100.6 -97.8 -95.5 -93.5 -91.9 -90.4 -89.0 2.TABLES VALID O LYfFOR:BUIL�)N,GS,OF MEA V ROOF HEIGHT AS LIMITED ABOVE. 61-70 f[ \' ] "J 3. TABLES VALID F R{L IRQ_OF7TYPES&`SI,OR S.APPLICABLE REDUCTIONS FOR ROOF SLOPES +54.9 +54.9 +54.9 +53.8 +53.0 + 2.2 '6-_+�$-1.0 +SO\5�/ 61-70 ft +54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +50.5 \ -56.2 -56.2 -56.2 -55.6 -55.0 -5(3.5 54:1-„53.7 -53`-4 .0 -103.0 -103.0 -103.0 -100.1 -97.7 -95.7 -94.0 -92.5 -91.1 LESS THAN 10°SHA I bfNG,.FW, (A B R4• EN INEER AS A SITE SPECIFIC CONDITION. �' 80 ft 4.IDENTIFY THE B kLDINGMEAN(AVERF�GE)RQOF HEIGHT.IF THE MEAN ROOF HEIGHT SO h +56.2 +56.2 +56.2 +55.1 +54.2 + 3.5 +5 �-+52.2 +51,7 \ +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 CANNOT BE IDENTIF EDILLLETIIEIPEAK R00,F/ilEIGNT. v 5. ALWAYS ROUND U�ROOF-HEIGHTS�TO,,NEXT WLE VALUE OR CONSERVATIVE ASSUMPTION. -57.3 -57.3 -57.3 -56.7 -56.1 -55.6 5,2`;54._ 5 :5 -105.1 -105.1 -105.1 -102.2 -99,8 -97.7 -96.0 -94.4 -93.0 6.CALCULATE THE TRIBUT ARE/GOF HE OPENING IN QUESTION HEIGHT*WIDTH OR 90ft ` �IIB8�-�/ 90ft ,P,�� Q ( ) +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 t53J3:^F52.8 +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 +53.3 +52.8 THE SPAN LENGTH(HEIGHT)MUILT32Ul ElAY 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(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 100 h +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 ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 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 h +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 h +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.1 +55.5 120 h +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +S6.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 130 k -61.1 -61.1 -61.1 -60.5 -59.8 -59. -58.8 58.4 -58.1 COft -112.1 -112.1 -112.1 -108.9.3.=104:2',102.1 -99,2 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL _ MUNICIPALITY IN ACCORDANCE WITH CODE. +61.1 +61.1 +61.1 +59.9 +59.0 +58. +57.5 56.8 +56.3 +61.1 +61.1 +61.1 +�-+59_.0--+58,2 +57.5--+,56: +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 - -59.2 -58.8 -113.5 -113.5 -113.5 -llb.3�l 7._7_" :5-103.6 -r .9 -1 ,q 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 140h +61.9 +61.9 +61.9 + 0.70+59_ X58.9�!58t� -y57.6 +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 1 ILZ=109_Q j106.8 -104.9;03.2 -101.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 150 k +62.7 +62.7 +62.7 +61.5 +60.5 +S9.6 +58.9 +58.3 +57.7 150 h +62.7 +62.7 +62.7 +G1.51;tC0,5-+59.6 +58.9'\+58.3 +57.7 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -63.4 -63.4 -63.4 -62.7 -62.0 -61.5 -61.0 -60.6 -60.2 -116.2 -116.2 -116.2 -112:3--110.3'=10 0''106.1"1643 -102.8 CRITERIA AS OUTLINED HEREIN. 160 ft 160 ft _ I J� 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 �Fbaf, -+59.6 +58.9 +58.4 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 ft +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 ft -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 1+62.4 +61.6 1+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 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 =63.0_-62.6_ -120.8 -120.8 -120.8 -117.4 -114.6 -112.3 -110.3 -108.5 -106.9 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 200 ft - -200 ft COEFFICIENTS LISTED-HEREIN SHALL BE-DICTATEMND VERIFIED BY THE GOVERNING +65.9 +65.9 +65.9 +64.6 +63.6 +02:7-�1?J--+"61.3 +60.7 T�/ +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPARTME�T-AN_D-PERMI.T_HOLDER.NO- RRANTY FOR APPLICABILITY OF TABLE -66.4 -66.4 -66.4 -65.7 -65.0 -64.5 0_X63.5`==63.1 /' 7 -121.8 -121.8 -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -107.8 VALUE USE IS OFFER D.pE REIN:_� � 210 ft li 6qR u]�- / 210 ft 5.THIS SPECIFICA ION 1s�'NOT=INS. NDED TO.OfFER ANY PRODUCT APPROVED +66.4 +66.4 +66.4 +65.2 +64.1 +6.3.2 -,fi2:5--61.8'�k612% +66.4 +66.4 +66.4 +65.2 +64.1 +63.2 +62.5 +61.8 +61.2 CERTIFICATION. RE ER'TO-AM1L�SEPARATELY- U MITTED TEST CRITERIA AND OTHER -67.0 -67.0 -67.0 -66.3 -65.6 -6 0 ti641,,.5--64:0 -6�,6 C -122.8 -122.8 -122.8 -119.3 -116.5 -114.2 -112.1 -110.3 -108.7 APPROVALS FOR DE IGN-& NST))0TIOMINFO MATION AND APPLICABILITY OF THESE TABLE f VALUES WHICH IS T B VERIFIED BY OTHERS,I ;QCCORDANCE WITH GOVERNING CODES. 220 h +67.0 +67.0 +67.0 +65.7 +64.6 +63.7!X63:0_;+62.3 +,61.7. 20 k +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7 r 6.ADHERE TO ALL QCAGIMP(1C-T PROTECT•[ONSYSTEM ORDINANCES. 230 ft -67.5 -67.5 -67.5 -66.8 -66.1 -65:.=zz 5`O---:64 r '6p.1' X230 ft -123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7.NO CERTIFICATI0 -16;QEFERE0.F,OR•TJ E INTEGRITY OF THE HOST STRUCTURE. +67.5 +67.5 +67.5 +66.2 +65.1 +64.21463.5-462.8 23 +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.5 +62.8 +62.2 8.EXCEPT AS EXPRESSLY P7t-OVIp>Q�"•Ht�FREIN,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 h +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 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -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 it +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 250 ft +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -68.9 -68.9 -68.9 -68.2 -67.5 -66.9 -66.4 -65.9 -65.5 -126.4 -126.4 -126.4 -122.9 -120.0 -117.5 -115.4 -113.5 -111.9 EAVE HEIGHT 260 h +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 260 k +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 a a ROOF 270 ft -69.4 -69.4 -69.4 -68.7 -67.9 -67.3 -66.8 -66.3 -65.9 270 ft -127.2 -127.2 -127.2 -123.7 -120.8 -118.3 -116.2 -114.3 -112.6 HEIGHT +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 5 280 ft -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 O I 5 ® 4 `t +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 O O -70.3 -70.3 -70.3 -69.5 -68.8 -68.2 1-67.6 77.2 -66.8 -128.8 -128.8 -128.8 -125.2 -122.3 -119.8 -117.61-115.7 -114.0 ELEVATION 211)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 - �I IS . E,kIC C) ° REMARKS DRWN CHKD DATE O INIT ISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEEF�ING D D n O �. o m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (20141 EXPRESS© K''� A� REV 2014FBC DGM TSB 06/10/15 l / lb< A -\ �° CORPORATE OFFICE: " ! z - - '�O W' } ASCE 7-10, CHAPTER 30 z � �m z m160 SW 12th AVENUE, SUITE,3,.06 _ I z - DESIGN LOADS FOR COMPONENTS&CLADDING y z DEERFIELD BEACH, FL 33442 = MASTER PLAN SHEET O -D443THIS DOCUMENTISTHE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354 O AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 1 CERT OF AUTH#9885 m y oWRITA ADDITIONS, OR ENT OFOTHER ENGINEERMARKINGS NG TOTHIS OC ALTERATIONS, ASCE / - J.O E:HELLO@ENGINEERINGEXPRESS.COM Z ADDITIONS,OR OTHER MARKINGS ETHIS DOCUMENT TARE NOT in PERMITTED AND INVALIDATE OUR CERTIFICATION. © ENGINEERINGEXPRESS.COM