Loading...
HomeMy WebLinkAboutEngineering 14Q. MRH EXPvvDvv FILE cod 1 BALCONY #704 HALLWAY BLDG ENTRY RECEIVED APR 2� JONES, SKIP 3 6600 S OCEAN DRIVE#7.04 o 'o; Impact"Windows b JENSEN BEACH,. FL�34957 FacTORYoiRECTsiNCE�ss9' 03/09/2012-1:54pm gabdels F:\01 Project Files\_2010-MPS\400 Wind Charts\-Reference\00-MPS10400 Series(Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 165 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 jaFt 1. TABLES ARE INTENDED TO DEPICT THE-'WORST CASE'PRESSURES,'WORST CASE'IS Height 30 15 20 25 30 35 -40-- 45 50 =Height SO 15 20 25 30 35 40 45 50 DEFINED AS THE CRTIICAL-CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS.REQUIRED FOR UWWITH THESE TABLES. -51.7 -51.7 -51.7 -51.2 -50.6 -50.2) -49:8---49:4 -49.1 -94.8 -94.8 -94.8 -92.1 -90.0 -88.1 -86.5 -85.1 -83.9 2. TABLES VALID ONLYIFOR-BUILDINGS-OF MEAN ROOF HEIGHT AS LIMITED ABOVE. 0-70ft +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 =+48:6 +481 +47.6' ;i'0-70k +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 3. TABLES VALID FOR ALL�ROOF�TYPE&&SLOPES.APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 100 SHALL BE. PERFORMED BY AWENGINEER AS A SITE SPECIFIC CONDITION. -52.9 -52.9 -52.9 -52.4 -51.8 -51.3) --50.9. 50.6 -50.3 �� -97.0 -97.0 -97.0 -94.3 -92.1 -90.2 -88.6 -87.1 -85.8 4.IDENTIFY THE BUILDING MEAN,(AVERAGE)ROOF HEIGHT.IF THE MEAN ROOF HEIGHT 80 ft +52.9 +52.9 +52.9 +51.9 +51.1 +50.4' +49 .7 +49.2 +48.7 - 80 ft +52.9 +52.9 +52.9 +51.9 +51.1 +50.4 +49.7 +49.2 +48.7 CANNOT BE IDENTIFIED;WSE THE'PEAK ROOF HEIGHT, -54.0 -54.0 -54,0 -53.4 -52.9 -52.4 --52.0 -=51.6-'-513 --- -99.0 -99.0 -99.0 -96.2 -94.0 -92.1 -90.4 -88.9 -87.6 S• ALWAYS ROUND UP,ROOF HEIGHTS TO NEXT TABLE VALUE OR CONSERVATIVE ASSUMPTION. Soft - I' 90 ft 6.CALCULATE THE TRIBUTARY AREA-GIF THE OPENING IN QUESTION(HEIGHT*WIDTH)OR +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 +50:2.-+49.7 +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 +50.2 +49.7 THE SPAN LENGTH(HEIGHT)MULTIPL'IED-BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -55.0 -55.0 -55.0 -54.4 -53.9 r-53.4 -53.0; -52.6• -52:3-(- r.-- -100.8 -100.8 -100.8 -98.0 -95.7 -93.8 -92.1 -90.6 -89.2 THAN ONE-THIRD THE.SPAN_LENGTH(HEIGHT°/.3)..USE THE AREA BETWEEN STRUCTURAL 100 ft +55.0 +55.0 +55.0 +53.9 +53.1 +52.4 I+51:71_+51':2- +50'.7 �I) ••100_ft +55.0 +55.0 +55.0 +53.9 +53.1 +52.4 +51.7 +51.2 +50.7 OPENINGS ONLY- 7 INCLUDES-AREAS BETWEEN;STRUCTURAL MULLS. IF THE TRIBUTARY -- AREA OF AN OPENING CAN NOT.BE.IDENTIFIED;THE;MOST CRITICAL(10 SQUARE FEET)SHALL -55.9 -55.9 -55.9 -55.3 -54.8 -54,3 --53.8. -53:5 -53.1 -102.5 -102.5 -102.5 -99.7 -97.3 -95.3 -93.6 -92.1 -90.7 BE USED,ALWAYS ROUND TRIBUTARY,AREA-DOWN TO THE LESSER TABLE VALUE.FOR LARGER 110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 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 -56.8 -56.8 -56.8 -56.2 -55.6 -55.1 -54.7 -54.3 -53.9 -104.1 -104.1 -104.1 -101.2 -98.8 -96.8 -95.0 -93.5 -92.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE, -57.6 -57.6 -57.6 -57.0 -56.4 -55.9 -55.4 -55.0 -54.7 -105.6 -105.6 -105.6 -102.6 -100.2 -98.1 -96.4_ _-94.8 -93.4 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 130 ft +57.6 +57.6 +57.6 +56.5 +55.6 +54.8 +54.1 +53.5 + 130 ft +57.6 +57.6 +57.6 +56.S--+55:6 +54.8 +545 +53.5" +53.0 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -58.3 -58.3 -58.3 -57.7 -57.1 -56.6 -56.1 -55.8 -SSA -106.9 -106.9 -106.9 -103.9 -101.5 _-99:4 -97.6 -96.0 -94.6 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140ft +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54"2 +53.7 140 ft +58.3 +58.3 +58.3 +57.2' -+56.3 +55'5: +54.8" +54.2 +53.7 GENERAL NOTES' -59.0 -59.0 -59.0 -58.4 -57.8 -57.3 -56.8 -56.4 - -108.2 -108.2 -108.2 -105.2 -102.7- =100.6 -98:8 '-97.2 -95.8 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 150 ft +59.0 +59.0 +59.0 +57.9 +57.0 +56.2 +55.5 +54.9 +54.4 150 ft +59.0 +59.0 +59.0 +57.9 +57.0 -+56.2 +55.5 :+54.9 +54.4 METHODOLOGY"PER ASCE 7-10 SECTION 2,4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -59.7 -59.7 -59.7 -59.1 -58.4 -57.9 -57.5 -57.1 -56.7 -109.4 -109.4 -109.4 -106.4 -103.9 -101.7 -99.9 -98.3 -96.8 CRITERIA AS OUTLINED HEREIN. 160 ft +59.7 +59.7 +59.7 +58.5 +57.6 +56.8 +56.1 +55.5 +55.0 160 ft +59.7 +59.7 +59.7 +58.5 +57.6 +56!8 -+56.1 +55.5 +55.0 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 -60.3 -60.3 -60.3 -59.7 -59.1 -58.5 -58.1 -57.7 -57.3 -110.6 -110.6 -110.6 -107.5 -105.0 -102.8 -101.0 -99.3 -97.9 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 170 ft +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 170 ft +60.3 +60.3 +60.3 +59.2` +58� +57.4 '+56.7 +56.1- +55.6 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0,18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 180 ft -60.9 -60.9 -60.9 -60.3 -59.7 -59.1 -58.7 -58.2 -57.9 180 ft -111.7 -111.7 -111.7 -108.6_7106.0 =103.9 -102.0 _100.3 -98.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 WALLS AND VERTICAL SURFACES ONLY. -61.5 -61.5 -61.5 -60.9 -60.2 -59.7 -59.2 -58.8 -58.4 -112.8 -112.8 -112.8 -109.6 -107.0 -104.8 -102.9 -101.3 -99,8 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 +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -62.1 -62.1 -62.1 -61.4 -60.8 -60.2_ -59.7 -59.3_--59.0_ -113.8 -113.8 -113.8 -110.6 -108.0 -105.8 -103.9 -102.2 7100.7 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 200 it _ VERNING +62.1 +62.1 +62.1 +60.9 +59.9 +59:1- +58;3 +57.7 +57.1 =200 f[ +62.1 +62.1 +62.1 +60.9 +59.9 +59.1 +58.3 +57.7 +57.1 BUOILDING DEPARTMENT-ANDEFFICIENTS I PERMIT HOLDER. NO-WARRANTY FOR APPLICABN SHALL BE DICTATED-AND VERIFIED BY THE ILITY OF TABLE -62.6 -62.6 -62.6 -61.9 -61.3 -60.7 --60.3- -59:8- -59.5 -114.7 -114.7 -114.7 -111.5 -108.9 -106.7 -104.7 -103.1 -101.5 VALUE USE IS OFFERED HEREIN:-1.--- 210 ft +62.6 +62.6 +62.6 +61.4 +60.4 +59.61.+58:8 +58'2 •+57.6. ,� 210 ft +62.6 +62.6 +62.6 +61.4 +60.4 +59.6 +58.8 +58.2 +57.6 S.THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO-ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER -63.1 -63.1 -63.1 -62.4 -61.8 -61.21=-60.7 -60.3 -59.9 -115.7 -115.7 -115.7 -112.4 -109.8 -107.5 -105.6 -103.9 -102.4 APPROVALS FOR DESIGN&INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE 220 k +63.1 +63.1 +63.1 +61.9 +60.9 +60.Oi_+59.3-+58.7 +58.1- .,220 ft +63.1 +63.1 +63.1 +61.9 +60.9 +60.0 +59.3 +58.7 +58.1 VALUES WHICH IS TO BE VERIFIEDBY OTHERS IN•ACCORDANCE WITH GOVERNING CODES. _ 6.ADHERE TO ALL LOCAL IMPACT RROTECTION SYSTEM ORDINANCES. -63.6 -63.6 -63.6 -62.9 -62.3 -61.7 :61.2• =60.8- '-60:4- -116.6 -116.6 -116.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 7,NO CERTIFICATION-IS-OFFERED-FOR THE INTEGRITY OF THE HOST STRUCTURE. 230 ft +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59.8 +59:1--+58.6 230 ft +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59.8 +59.1 +58.6 8.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR -64.1 -64.1 -64.1 -63.4 -62.7 -62.2 •-61:7„ -61.2= -60.9 -117.4 -117.4 -117.4 -114.1 -111.5 -109.2 -107.2 -105.5 -103.9 AFFIRMATIONS ARE INTENDED. ` 240 k +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6-1-+59.0 240 ft +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6 +59.0 a=10%OF LEAST HORIZONTALI DIMENSION.OR'40%'OF 41RID PEAK ROOF -64.5 -64.5 -64.5 -63.8 -63.2 -62.64•-62:1"--61:T, _-61:3 -118.3 -118.3 -118.3 -115.0 -112.2 -110.0 -108.0 -106.2 -104.7 WHICHEVER IS SMALLER;-BUT,NOT LESS THAN4%'OF LEHEIGHT 250 k +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 / 250 ft +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 DIMENSION OR 3FT(Sin):USE�ZONE SdFATALL-IN QUESMEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF -65.0 -65.0 -65.0 -64.3 -63.6 -63.0 -62.5 -62.1 -61.7 -119.1 -119.1 -119.1 -115.7 -113.0 -110.7 -108.7 -107.0 -105.4 260 ft 260 ft a aE HEIGHT +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 F-65.4 -65.4 -65.4 -64.7 -64.0 -63.4 -62.9 -62.5 -62.1 -119.9 -119.9 -119.9 -116.5 -113.8 -111.4 -109.4 -107.7 -106.1 �270 k +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 G-65.8 -65.8 -65.8 -65.1 -64.4 -63.8 -63.3 -62.9 -62.5 -1206 -120.6 -120.6 -117.2 -114.5 -112.1 -110.1 -108.3 -106.7280 ft +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 280 ft +65.8 +65.8 +65.8 +64,5 +63.5 +62.6 +61.9 +61.2 +60.6Jr JrELEVATION-66.2 -66.2 -66.2 -65.5 64.8 -64.2 -63.7 -63.3 62.9 -121.4 -121.4 -121.4 -118.0 -115.2 -112.8 -110,8 -109.0 -1074 290ft +66.2 +66.2 +66.2 +64,9 +63.9 +63.0 +62.2 +61.6 +61.0 290ft +66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 WALL ZONE FIGURES � ISOM RI v to REMARKS DRWN CHKD DATE atT M m INIT ISSUE GSS TSB 03/05/12 2010 FLORIDA BUILDING CODE ENGINEERING zo o „°, " 3 _ ASCE 7-10, CHAPTER 30 EXPRESS „ - �� n T DESIGN LOADS FOR COMPONENTS&CLADDING Z (/) 160 SW 12th AVENUE, #106 �a -z 11 MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 wz z in O m THIS DOCUMENTISIHEPROPERTYOFFRANKL.BENNARDO, PH;(954)354-0660 FAX:(954)354-0443 Zo N v Q I z RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART ASCE �) � ,? 4 m WITHOUT ITINSOFFHANKL,NENNARDO,P.E. 1 0 WWW,ENGEXP.COM mz-p "ALTERATIONS,ADDRIONS,HIGHLIGHTING,OR OTHER - 1 m Z Ld O -P v MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND CERT OF AUTH#9885 { I'n H' rn INVALIDATE OUR CERTIFICATION.