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Home My WebLink AboutEngineering 07/01/2015-9:58am DanieIG VAF`rojects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 160 MPH MRH > 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area S Ft -�,.�_ Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO DEP.IL7 T+E-VORST CASE'PRESSURES.'WORST CASE'IS _ DEFINED AS THE CRITIQAL GOaDITION-OF-ANY TJ.OWN VARIABLE AS DESCRIBED BELOW. Height 10 15 20 25 30 5= A X4550 eight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO DITIONS.- UIRED FOR7U Fj ITH THESE TABLES. -48.6 -48.6 -48.6 -48.1 -47.6 -4 2 X46:8_`qq'�� 4§.2 -89.1 -89.1 -89.1 -86.6 -84.6 -82.9 -81.4 -80.0 -78.9 2.TABLES VALID O LY FO -_8 6212111ry,GS`_F ME!) ROOF HEIGHT AS LIMITED ABOVE. 61-70 ft I ,� �+ 61-70 ft 3.TABLES VALID F R L OF-f OES 8i SLOP APPLICABLE REDUCTIONS FOR ROOF SLOPES +48.6 +48.6 +48.6 +47.7 +46.9 +46.3 _r4ii-X5.2'•+44. ` +48.6 +48.6 +48.6 +47.7 +46.9 +46.3 +45.7 +45.2 + ,1; LESS THAN 10°SHA BPERf-0R(�ED BY AtOENGINEER AS A SITE SPECIFIC CONDITION. -49.8 -49.8 -49.8 -49.2 -48.7 -4gr1.31 tz4Z,9`�1�.6 -4 3 -91.2 -91.2 -91.2 -88.7 -86.6 -84.5 -53.3 -81. -80 4,IDENTIFY THE B )L It�GY!lE9N,(AVERAGE)RQ HEIGHT.IF THE MEAN ROOF HEIGHT 80 ft +49.8 +49.8 +49.5 +48.8 +48.0 +47.4 -+�6'.8•X46.3 },45,8 X90 ft +49.8 +49.8 +49.8 +48.8 +48.0 +47.4 +46.8 +46 +45 CANNOT BE IDENTIF ED�SE-Tk1EUPEAK g00Fj?-iEIG T. ��q _ v 5. ALWAYS ROUND UI;�OOF-H GHTS�TO�(�d1EJL�T9BLE VALUE OR CONSERVATIVE ASSUMPTION. 90 k -50.8 -50.8 -50.8 -50.2 -49.7 -49-32�8 9' -48._/ 2 90 ft -93.1 -93.1 -93.1 -90.5 -88.4 -86,6 -85.0 -83.6 - 2.4 6.CALCULATE THE TRI PR OFj E OPENING IN QUESTION(HEIGHT.WIDTH)OR +50.8 +50.8 +50.8 +49.8 +49.0 +48.3 +47 7 _-1 1--F46.8 +50.8 +50.8 +50.8 +49.8 +49,0 +48.3 +47.7 +47.2 +46.8 THE SPAN LENGTH HEIGHT Mll??CCN I D-9Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -51.7 -51.7 -51.7 -51.2 -50.6 -50.2 -49.8 -49.4 -49.1 -94.8 -94.8 -94.8 -92.2 -90.0 -88.2 -86.6 -85.2 -83.9 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTS/3).USE THE AREA BETWEEN STRUCTURAL 100 ft +51.7 +51.7 +51.7 +50.7 +49.9 +49,2 +48.6 +48.1 +47.6 100 ft +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 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 -52.6 -52.6 1 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 -50.0 -96.4 -96.4 -96.4 -93.7 -91.5 -89.6 -88.0 -86.6 -85.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 110 ft +52.6 +52.6 +52.6 +51.6 +50.7 +50.0 +49.4 +48.9 +48.4 110ft +52.6 +52.6 +52.6 +51.6 +50.7 +50.0 +49.4 +48.9 +48.4 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 -53.4 -53.4 -53.4 -52.8 -52.3 -51.8 -51.4 -51.0 -50.7 120 ft 97'9 -97'9 -97'9 -95.1 -92.9 -91.0 -89.4 -87.9 -86.6 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 120 ft +53.4 +53.4 +53.4 +52.4 +51.5 +50.8 +50.2 +49.7 +49.2 +53.4 +53.4 +53.4 +52.4 +51.5 +50.8 +50.2 +49.7 +49.2 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -54.1 -54.1 -54.1 -53.6 -53.0 -52.5 -52.1 -51.8 -51.4 -99.3 -99.3 -99.3 -96.5 �.2 - 2.3- 90.6_ 89.1 -87.8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 130 k MUNICIPALITY IN ACCORDANCE WITH CODE. 130 k +54.1 +54.1 +54.1 +53.1 +52.2 +51.5 +50.9 +50.4- +49.9 +54.1 +54.1 +54.1 + 31z-+52 4 51.5-,++5_0191 1-+SO +49.9 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -54.8 -54.8 -54.8 -54.3 -53.7 -53.2 1-52.8 -52.4 -52.1 140 ft -100.5 -100.5 -100.5 -0,3 -91155�\4�--f37�^91.8 l=7g .3 -89.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140 ft +54.8 +54.8 +54.8 +53.8 +52.9 +52.2 +51.6 +51.0 +50.5 +54.8 +54.8 +54.8 +53.8`' SL-g-X521.2 `+,Si 6i,{ 1.0 +50.5 GENERAL NOTES: 150 ft -55.5 -55.5 -55.5 -54.9 -54.3 -53.9 -53.4 -53.1 -52.7 150 ft -101.8 -101.8 -101.8 -91 9 968 I94.6 -92:9 1.4 -90.0 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +55.5 +55.5 +55.5 +54.4 +53.6 +52.8 +52.2 +51.6 +51.1 +55.5 +55.5 +55.5 + 41 X3:6-_+52.8 }52,2'�t5l,6 +51.1 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -56.1 -56.1 -56.1 -55.5 -55.0 -54.5 -54.0 -53.7 -53.3 -102.9 -102.9 -102.9 -160:!)' 7 =95 J':=95:9'�92'.� -91.1 CRITERIA AS OUTLINED HEREIN. 160 ft +56.1 +56.1 +56.1 +55.0 +54.2 +53.4 +52.8 +52.2 +51.7 160 ft +56.1 +56.1 +56.1 +55.0 +54.2 r X52.8 +52.2 +51.7 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 170 ft -56.7 -56.7 -56.7 -56.1 -55.5 -55.0 -54.6 -54.2 -53.9 -104.0 -104.0 -104.0 -101.1 -98.7 -96.7 -94.9 -93.4 -92.0 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES +56.7 +56.7 +56.7 +55.6 +54.7 +54.0 +53.3 +52.8 +52.2 170 ft +56.7 +56.7 +56.7 +55.6 +54.7 +54.0 +53.3 +52.8 +52.2 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 -57.3 -57.3 -57.3 -56.7 -56.1 -55.6 -55.2 -54.8 -54.4 180 ft -105.0 -105.0 -105.0 -102.1 -99.7 -97.7 -95.9 -94.3 -92.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +57.3 +57.3 1+57.3 1+56.2 +55.3 +54.5 1+53.9 +53.3 1+52.8 1 +57.3 +57.3 +57.3 +56.2 +55.3 +54.5 +53.9 +53.3 +52.8 WALLS AND VERTICAL SURFACES ONLY. -57.8 -57.8 -57.8 -57.2 -56.6 -56.1 -55.7 -55.3 -54.9 -106.0 -106.0 -106.0 -103.1 -100.6 -98.6 -96.8 -95.2 -93.8 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. +57.8 +57.8 +57.8 +56.7 +55.8 +55.0 +54.4 +53.8 +53.3 +57.8 +57.8 +57.8 +56.7 +55.8 +55.0 +54.4 +53.8 +53.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -58.4 -58,4 -58.4 -57.7 -57.1 -56.6 -56.2 r55 -55.4 -107.0 -107.0 -107.0 -104.0 -101.5 -99.5 -97.7 -96.1 -94.7 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 200 ft 00 ft COEFFICIENTS LISTEDIHEREIN SHALL BE-DICTATE ND VERIFIED BY THE GOVERNING +58.4 +58.4 +58.4 +57.2 +563 +55:5- 4:9--+54.3 +S3.7' �/ +58.4 +58.4 +58.4 +57.2 +56.3 +55.5 +54.9 +54.3 +53.7 BUILDING DEPARTM f1]T=ANO_ZERMI:I;HOLDEk.N RRANTY FOR APPLICABILITY OF TABLE -58.8 -58.8 -58.8 -58.2 -57.6 -5�1.1r -Z z-5 6 '55.9 1�- -107.9 -107.9 -107.9 -104.9 -102.4 -100.3 -98.5 -96.9 -95.5 VALUE USE IS OFFER D1�IEREI � -.. 210 ft II I / 210 ft 5.THIS SPECIFICA �Oly Ib NOT=ID TO,OFFER ANY PRODUCT APPROVED +58.8 +58.8 +58.8 +57.7 +56.8 +56.0._ Sd.7" ,+542. +58.8 +58.8 +58.8 +57.7 +56.8 +56.0 +55.3 +54.7 +54.2 CERTIFICATION. RE ER 0-A EPARA LYSIJ MITTED TEST CRITERIA AND OTHER -59.3 -59.3 -59.3 -58.7 -58.1 -5 .6 f=�7.L W6:7 .5y4 �C -108.8 -108.8 -108.8 -105.7 -103.2 -101.1 -99.3 -97.7 -96.3 APPROVALS FOR DE IG INSTAiEC TIO�(VFORMATION AND APPLICABILITY OF THESE TABLE 220 ft r j '^- i `* 220 ft VALUES WHICH IS B VE$IFIE[h BY OT HEg§�IN�QCCORDANCE WITH GOVERNING CODES. +59.3 +59.3 +59.3 +58.2 +57.3 +6.5 X5:8_+55.2 +54,6 +59.3 +59.3 +59.3 +58.2 +57.3 +56.5 +55.8 +55.2 +54.6 f �.CT e_ Y _ 6.ADHERE HALL C I I 1 ROTE ONS TEM ORDINANCES. 230 ft -59.8 -59.8 -59.8 -59.2 -58.5 -58:0= 6��.5 `:=5 l8' -109.6 -109.6 -109.6 -106.5 -104.0 -101.9 -100.1 -98.4 797.0 7,NO CERTIFICATIO Si4EEEREfFpR•TJE INTEGRITY OF THE HOST STRUCTURE. \� 230 ft 8.EXCEPT AS EXPRESSLY P O\IT��F�b IN,NO ADDITIONAL CERTIFICATIONS OR +59.8 +59.8 +59.8 +58.6 +57.7 +56.9 +56.£ b 5.1 +59.8 +59.8 +59.8 +58.6 +57.7 +56.9 +56.2 +55.6 +55.1 AFFIRMATIONS ARE INTENDED. -60.2 -60.2 -60.2 -59.6 -59.0 -58.4 -58.0 -57.6 -57.2 -110.4 -110.4 -110.4 -107.3 -104.8 -102.7 -100.8 -99.2 -97.7 240(t 240 ft PEAK ROOF +60.2 +60.2 +60.2 +59.1 +58.1 +57.3 +56.6 +56.0 +55.5 +60.2 +60.2 +60.2 +59.1 +58.1 +57.3 +56.6 +56.0 +55.5 a=ICH OF LEAST HORIZONTAL DIMENSION N 4 O L MRH, -60.7 -60.7 -60.7 -60.0 -59.4 -58.9 -58.4 -58.0 -57.6 -111.2 -111.2 -111.2 -108.1 -105.5 -103.4 -101.5 -99.9 -98.4 DIME NEVER IS SMALLER,BUT NOT LESS THAN L I OF LEAST HORIZONTAL HEIGHT 250 ft +60.7 +60.7 +60.7 +59.5 +58.5 +57.7 +57.0 +56.4 +55.9 250 ft +60.7 +60.7 +60.7 +59.5 +58.5 +57.7 +57.0 +56.4 +55.9 DIMENSION OR 3R MORE USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 260 k -61.1 -61.1 -61.1 -60.4 -59.8 -59.3 -58.8 -58.4 -58.0 260 k -112.0 -112.0 -112.0 -108.8 -106.3 -104.1 -102.2 -100.6 -99.1 a EAVE HEIGHT +61.1 +61.1 +61.1 +599 +58.9 +58.1 +57.4 +56.8 +56.2 +61.1 +61.1 +61.1 +59.9 +58.9 +58.1 +57.4 +56.8 +56.2 a ROOF -61.5 -61.5 -61.5 -60.8 -60.2 -59.7 -59.2 -58.8 -58.4 -112.7 -112.7 -112.7 -109.5 -107.0 -104.8 -102.9 -101.2 -99.7 HEIGHT 270 ft 270 ft +61.5 +61.5 +61.5 +60.3 +59.3 +58.5 +57.8 +57.2 +56.6 +61.5 +61.5 +61.5 +60.3 +59.3 +58.5 +57.8 +57.2 +56.6 S 280 ft -61.9 -61.9 -61.9 -61.2 -60.6 -60.0 -59.6 -59.1 -58.8 280 ft -113.4 -113.4 -113.4 -110.2 -107.6 -105.5 -103.6 -101.9 -100.4 Jr I O u@4 +61.9 1+61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.5 +57.0 +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.5 +57.0 d O O -62.2 -62.2 -62.2 -61.6 -60.9 -60.4 -59.9 -59.5 -59.1 -114.1 -114.1 -114.1 -110.9 -108.3 -106.1 -104.2 -102.5 -101.0 ELEVATION 290 ft +62.2 +62.2 +62.2 +61.0 +60.1 +59.2 +58.5 +57.9 +57.3 290 ft +622 +62.2 +62.2 +61.0 +60.1 +59.2 +58.5 +57.9 +57.3 WALL ZONE FIGURES h ISO I 0 o REMARKS GSS CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o o m� D O p INIT ISSUE GSS TSB 03/05112 0, 0z m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r2010l EXPRESS@ p _\i REV 2014FBC DGM TSB 06/10/15 ` J qq In 9 _ - _ ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: S Z O loz (n z 160 SW 12th AVENUE, SUITE 106 �. °z DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 \V z m MASTER PLAN SHEET m m Iv p THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(984)384-0550 F:(9$4)354-0443 3 I C) SIJ AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH H9885 m=a L- O 0 WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 0 A E:HELLO@ENGINEERINGEXPRESS.COM ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 1 Z (,., m W O PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGIN EERING EXPRESS.COM ` ,R JOB NAME: ��►SR 1l2 Mean Roof Height= �o MUNICIPALITY: - 51 Luc ,'e- (?ouAj -r,/ Accordion T e= {SSA 7(' ADDRESS: 1`1 16 S 0,-pAso P<<,jD' O Manufacture Type = = H V 1 2Q CONSTRUCTION&ZONE CONDITION: L 7S - P-3 OPENING NO. L-13 _ CONSTRUCTION TYPE: CoNC,r-,y. GaNCr�farJpr OPENING SIZE -2q(- Cv 1?i X lar l77',\Ice SQUARE.FOOTAGE I /q SLAT SPAN -. 103 ZONE(4(Interior),5(end)) -5- 5 7 Pressure(psf) EDGE DISTANCE ANCHOR SPACING Connection Type TOP TRACK Connection Type L) u Tr 4cK p a sPcc¢.;t BOTTOM TRACK No 4v i Ai �(� 6 a,t- TUBES/POSTS REMOVABLE BOTTOM � R ANGLE TOP TRACK ANGLEBOTTRACKr z-8rm� LEFT SIDE ANGLE RIGHT SIDE ANGLE /� s - STARTER STRIP `� 16" 116 ANQHbR TM TOP TAPCON BOT JZ TOP CRETE-FLEX BOT TOP SOLID SET BOT TOP BRASS-BUSH BOT TOP WOOD LAG BOT TOP - w PANELMAT5 BOT