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Home My WebLink AboutEngineering 07/01/2015-9:58am DanieIG V:\Projects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C(Current).dwg 51h 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)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft Roof Tributary Area S Ft 1. TABLES ARE INTENDED TO - ORST CASE'PRESSURES.'WORST CASE'IS Height DEFINED AS THE CRI 1TI0 WN VARIABLE AS DESCRIBED BELOW. g 10 15 20 25 30 = 50 fight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO, _ 5 jo,UIBED FOR U ITH THESE TABLES. -48.6 -48.6 -48.6 -48.1 -47.6 -4 12 1 - F2 -89.1 -89.1 -89.1 -86.6 -84.6 -82.9 -81.4 1 -80.0 -78.9 2.TABLES VALID 0 L I�IL�J •F ROOF HEIGHT AS LIMITED ABOVE. 61-70 ft �y 61-70 ft 3.TABLES VALID F R t APPLICABLE REDUCTIONS FOR ROOF SLOPES +48.6 +48.6 +48.6 +47.7 +46.9 + ,3 Lta:._: 4? Y +48.6 +48.6 +48.6 +47.7 +46.9 +46.3 +45.7 +45.2 + LESS THAN 10°SHA B B INEER AS A SITE SPECIFIC CONDITION. �. 80 ft -49.8 -49.8 -48'8 -49.2 -48.7 -4 13 47,14 -4 3 80 ft -91.2 -91.2 -91.2 -88.7 -86.6 -84.8 -83.3 -81.9 -80.7 4.IDENTIFY THE B L AVE; E OF HEIGHT.IF THE MEAN ROOF HEIGHT +49.8 +49.8 +49.8 +48.8 +48.0 + ,.4 46_._3 +49.8 +49.8 +49.8 +48.8 +48.0 +47.4 +46.8 +46.3 +45.8 CANNOT BE IDENTIF D EAK T. 5. ALWAYS ROUND HZ,S LE VALUE OR CONSERVATIVE ASSUMPTION. -50.8 -50.8 -50.8 -50.2 -49.7 -49. T 2 -93.1 -93.1 -93.1 -90.5 -88.4 -86.6 -85.0 -83.6 -82.4 6.CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT•WIDTH)OR 90 ft +50.8 +50.8 +50.8 +49.8 +49.0 +48.3 +47.7 6.8 90 ft +50.8 +50.8 +50.8 +49.8 +49.0 +48.3 +47.7 +47.2 +46.8 THE SPAN LENGTH(HEIGHT)M Y 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(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL OPEN100 ft ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE BURY +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 AREAINGS OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE FEET)SHALL -52.6 -52.6 -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 +48.4 110 ft +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 -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 +49.2 120 ft +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 -94.2 2 -89.1 -87.8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 130 ft +54.1 +54.1 +54.1 +53.1 +52.2 +51.5 +50.9 +50.4 +49.9 130 ft +54.1 +54.1 +54.1 + 1,5 +50. +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 -52.8 -52.4 -52.1 -100.5 -100.5 -100.5 -9?7 - .8 .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 +50.5 140 ft +54.8 +54.8 +54.8 + ,8' _ +_ 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 -9 TB 6[ 9 f6.. -9T9 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 + ,4 +52.Sj 2 +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 -10 . -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 2.8 +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 -53.9 170 ft -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 +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 +57.3 +56.2 +55.3 +54.5 +53.9 +53.3 1+52.8 +57.3 +57.3 +57.3 +56.2 +55.3 +54.5 1+53.9 +53.3 +52.8 1 WALLS AND VERTICAL SURFACES ONLY. 190 ft -57.8 -57.8 -57.8 -57.2 -56.6 -56.1 -55.7 -55.3 -54.9 190 ft -106.0 -106.0 -106.0 -103.1 -100.6 -98.6 -96.8 -95.2 -93.8 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. +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 -107.0 -107.0 -107.0 -104.0 -101.5 -99.5 -97.7 -96.1 -94.7 USE OF THESE TABLES AND CO ING WIND VELOCITY,EXPOSURE,AND OTHER 200 ft 0 ft COEFFICIENTS LISTE N SHFA BE NO VERIFIED BY THE GOVERNING +58.4 +58.4 +58.4 +57.2 +56.3 + 4;3 +53. ,� +58.4 +58.4 +58.4 +57.2 +56.3 +55.5 +54.9 +54.3 +53.7 BUILDING DEPARTM , �._ tz Rr4" HOLDER, RRANTY FOR APPLICABILITY OF TABLE -58.8 -58.8 -58.8 -58.2 -57.6 -5 k 'S7j - -19 / -107.9 -107.9 -107.9 -104.9 -102.4 -100.3 -98.5 -96.9 -95.5 VALUE USE IS OFFERh 210 ft 210 ft 5.THIS SPECIFICA 0 I O� Q T• ER ANY PRODUCT APPROVED +58.8 +58.8 +58.8 +57.7 +56.8 + ,0 + a +5-, +58.8 +58.8 +58.8 +57.7 +56.8 +56.0 +55.3 +54.7 +54.2 CERTIFICATION. RE R EEARA t` -V MITTED TEST CRITERIA AND OTHER 220 ft -59.3 -59.3 -59.3 -58.7 -58.1 -5r3 +186 7 220 ft -108.8 -108.8 -108.8 -105.7 -103.2 -101.1 -99.3 -97.7 -96.3 APPROVALS FOR I G, T,R IN r FMATION AND APPLICABILITY OF THESE TABLE +59.3 +59.3 +59.3 +58.2 +57.3 + +5:2 +59.3 +59.3 +59.3 +58.2 +57.3 +56.5 +55.8 +55.2 +54.6 VALUES WHICH IST B V YOT CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL •- RO7 - Q'"� TEM ORDINANCES. 230 ft -59.8 -59.8 -59.8 -59.2 -58.5 -5yy 5 .8 230 ft '109.6 -109.6 -109.6 -106.5 -104.0 -101.9 -100.1 -98.4 -97.0 7.NO CERTIFICATIO I OF THE HOST STRUCTURE. +59.8 +59.8 +59.8 +58.6 +57.7 +56� 5.1 +59.8 +59.8 +59.8 +58.6 +57.7 +56.9 +56.2 +55.6 +55.1 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -60.2 -60.2 -60.2 -59.6 -59.0 -5 -57.6 -57.2 -110.4 -110.4 -110.4 -107.3 -104.8 -102.7 -100.8 -99.2 -97,7AFFIRMATIONS ARE INTENDED. 240 ft 240 ft a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF +60.2 +60.2 +60.2 +59.1 +58.1 +5 +56.0 +55.5 +60.2 +60.2 +60.2 +59.1 +58.1 +57.3 +56,6 +56.0 +55.5-60.7 -60.7 -60.7 -60.0 -59.4 -5 -58.0 -57.6 -111.2 -111.2 -111.2 -108.1 -105.5 -103.4 -101.5 -99.9 -98.4 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 +60.7 +60.7 +60.7 +59.5 +58.5 +57.7 +57.0 +56.4 +55.9 +60.7 +60.7 +60.7 +59.5 +58.5 +57.7 +57.0 +56.4 +55.9 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. -61.1 -61.1 -61.1 -60.4 -59.8 -59.3 -58.8 -58.4 -58.0 -112.0 -112.0 -112.0 -108.8 -106.3 -104.1 -102.2 -100.6 -99.1 ROOF 260 ft EAVE HEIGHT +61.1 +61.1 +61.1 +59.9 +58.9 +58.1 +57.4 +56.8 +56.2 260 ft +61.1 +61.1 +61.1 +59.9 +58.9 +58.1 +57.4 +56.8 +56.2 �a-} I-r HEIGHT 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 -99.7 270 ft +61.5 +61.5 +61.5 +60.3 +59.3 +58.5 +57.8 +57.2 +56.6 270 ft +61.5 +61.5 +61.5 +60.3 +59.3 +58.5 +57.8 +57.2 +56.6 5 -61.9 -61.9 -61.9 -61.2 -60.6 -60.0 -59.6 -59.1 -58.8 -113.4 -113.4 -113.4 -110.2 -107.6 -105.5 -103.6 -101.9 -100.4 I ® I q. 280 ft +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.5 +57.0 280 ft +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.5 +57.0 5 5 ELEVATION -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 -106.11-104,21-102.5 -101.0 O 290 ft +62.2 +62.2 +62.2 +61.0 +60.1 +59.2 +58.5 +57.9 +57.3 290 ft +62.2 +62.2 +62.2 +61.0 +60.1 +59.2 +58.5 +57.9 +57.3 WALL ZONE FIGURES C:) INITI SUES GSSN TSBD 033/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING - o m� m REV-ADJUSTED HEIGHTS GSS TSB 04109/12 r O1[�1 EXPRESS r<o V 3 REV 2014FBC DGM TSB 06/10/15 ` ) p �\ Ln 01. 2 _ ASCE 7-10 CHAPTER 30 COR°ORnTEOFP10E1 z lom m 160 SW 12th AVENUE SUITE 106 I--� z 7-1 P: I . DESIGN LOADS FOR COMPONENTS&CLADDING N _ z p DEERFIELD BEACH, FL 33442 0 > MASTER PLAN SHEET THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 3 - O �J AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z p z WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. E:HELLO@ENGINEERINGEXPRESS.COM z m LA) O PERMITTEDAND INVALIDATEDITIONS,OR OTHER M �OURCERTIFICATIONNGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 N j ENGINEERINGEXPRESS.COM JOB NAME: A4,4 ,;e— Mean Roof Height c' , L MUNICIPALITY: -Vu c c Accordion Type= _/AS�4 ADDRESS: Manufacture T e= v CONSTRUCTION&ZONE C ONDITION" OPENING NO. A CONSTRUCTION TYPE: OPENING SIZE 3-(OK i 8t or >., SQUARE FOOTAGE SLAT SPAN 3 71 /6 ZONE{4(interior),5(end)) Pressure{psO -z EDGE DISTANCE ANCHOR SPACING Connection Type TOP TRACK Connection Type Q,-cv- BOTTOM TRACK TUBES/POSTS REMOVABLE BOTTOM ANGLE TOP TRACK 'ANGLE BOT TRACK LEFT SIDE ANGLE RIGHT SIDE ANGLE STARTERSTRIP ANCHOR T7P-E— ................ TOP TAPCON BOT TOP CRETE-FLEX BOT TOP SOLID SET BOT TOP BRASS-BUSH BOT TOP WOOD LAG BOT TOP