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HomeMy WebLinkAboutPROJECT INFORMATIONWind 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 ,,AQAYNNE IND VELOCITY = 170 MPH L MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING BY EXPOSURE'C' BASED ON Kd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES t• Lucie CO ENCLOSED STRUCTURE, FLAT TERRAIN Mean DESIGN PRESSURES (PSF)- ZONE 4 Roof TributaryArea"q Ft Height 10 15 20 25 30 si-rz so 41.0 -40.0 - . -38.7 -38.3 -3i.9J'- -3]. - .0' 0-15ft +3].8 +36.8 +36.1 +35.5 +35.1 +343; ; 4.4 3: . 41.6 405 -39.8 .39.3 .39.8 3.4. 3jJ .3 6 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 3.2 'T.6 4 }. 42.1 41.1 -40.3 -39.8 .39.3 -38:9 8,6-'3 -38.3 - :0 17k +38.8 +37.8 +37.1 +36.5 .36.0 +35.6 +35.3- + - +34.] 42.6 41.6 40.8 40.3 -39.8 -39A -39.1 .38.9 -38.5 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 43.1 42.0 41.3 40.7 403 .39.9 -39.5 -39.2 -38.9 19 i[ +39.7 +38J +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 43.6 -42.5 41.7 .41.2 -00.7 40.3 -39.9 .39.6 .39.4 20 k +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 -04'0 -42.9 42.2 -41.6 41.1 -40.7 40.4 -40.0 -39.8 21 h +40.6 +39.5 .] +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 -04.4 43.4 -02. -42.0 41.5 41.1 -40.7 40.4 40.2 22ft +41.0 +39.9 +39.1 +39.5 +38.0 +37.6 +37.3 +37.0 +36.7 -0 3 43.8 42.4 -41.9 41.5 41.1 40.9 .40.5 +41.4 +40.3 +39.5 +38.9 +38A +38.0 +37.6 +37.3 +37.0 .3.3 -04.2 43.4 -42.8 .42.3 -41.9 -41.5 41.2 40.9 24 it +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37A -0S.7 -0 S 43.8 43.1 42.6 4 .2 41.9 41.5 41.3 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 .6.0 -44.9 -04.1 43S 43.0 42.6 42.2 41.9 4L6 26ft +42.4 441.3 +40.5 +39.9 +39A +39.0 +38.6 +38.3 +38.0 -46.4 -45.3 -44.5 43.9 43.3 42.9 -42.5 42.2 -41.9 2]k +42.8 a41.6 a40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 46.8 415.6 -04.8 44.2 43.7 43.2 42.9 =4Z5- --022 28 ft +43.1 +42.0 +41.2 +40.5 +40.0 +3 .6- -+39:2 .-0 5.9, ,+38:6t -47.1 46.0 451 44.5 -".0 -0Ary6 -0 9" - .6 �ft +43.4 +42.3 +41.5 +40.8 +40.3+39.9 «39._ 743 i S. , 47.4 -46.3 -45.5 -04.8 -04.3 4.9 kf 12 4 '.9 V,R 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +4b.2 +348' *99. 48'1 -46.9 -46.1 -0S.4 - 1.9 -44: - .'1-' 3. - 32k +44.3 +43.2 +42.3 +41.7 +41.2 +40.] +40.3" 4 . '.- 9J 49.0 47.8 47.0 .46.3 45.8 45.3 -0 3 -0 G -44.3 35 h +6S.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 -50.4 -49.2 -48.3 47.6 47.1 .46.6 46.2 415.9 -45.5 40 it +46.5 W5.2 + A +43.7 +43.1 M23 a42.3 +41.9 +41.6 -51.7 -50.4 49.5 -48.8 48.3 47.8 47.4 47.0 -46.7 45 k W7.6 +46A +45.5 +44.8 +44.2 +43.8 +43.3 +43.t�5.3 -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 48A -08. soft +48.7 +47.4 M6.5 +45.8 +45.2 + 3 +44.3 +43. -53.9 -52.6 -51.7 -S0.9 -50.3 49.9 -49A -49. 55 it +493 +48A +47A +46.7 +46.1 +45.6 +45.2 +44. .5q'9 -53.6 -Si6 -51.9 .51.3 .50.8 .50.3 49. 60 k +50.6 +49.3 +48.3 +47.6 M7.0 +46.5 .46.0 +45. Mean DESIGN PRESSURES(PSF) - ZONES Roof Tribute Area 5 Ft) - neigh[ 10 15 20 25 30 351 40 45 50 -48.6 -47.2 46.1 -45.2 -04.S .43.8 43.2 -42.7 0-15 ft-50.6 +37.8 +36.8 +36A 1 +353 +35.1 +34.7 +34.4 +34.1 +33.8 .51.3 49.3 47.8 46.7 45.8 45.1 -04.4 43.8 43.3 16 k +38.3 +37.3 +36.6 +35.0 +35.6 +35.2 +34.9 +34.6 +34.3 /lJk -52.0 49.9 -48.5 47.3 -46.4 45.6 -45.0 -04.4 -43.8 +38.8 +37.3 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 '52.6 .50.5 -49.0 -47.9 47.0 46.2 45.S 44.9 -44A laft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 -53.2 -51.1 -49.6 48.5 47.5 46.7 46.0 45.4 - 1.9 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 -53.8 .51.7 .50.1 -09.0 48.0 47.2 46.5 -45.9 45.4 20ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 .54.3 .52.2 .50.7 49.5- 48.5 7.T =47.0. -06A -45.8 21ft +40.6 +39.5 +38.7 1 +3$:Y+37:7 3 +36:9) fib +36.3 -54.9 -52.7 -51.2 -50.0 - -0 . -' :5 .8 463 22k +41.0 +39.9 +39.1 H .5, :+38._ �+,i].61 s 7: 37.0 +36J -SSA -53.2 .51.6 .5.4 `9.6 Ul ]3 -06.7 23k +41.d +40.3 +39.5 +3 .9 -+3 . I38.0. 37 ! 37>3 H7.0 -55.9 -53.7 -52.1 -SOS' ._. ' � =4 - :4 - T.T -47.1 24 k +41.7 +40.6 +39.9 +39.2 +38.7- 91006.40 +37.6 +37.4 -56A -54.1 .52.6 -51.3 -50.3 49.5 48.8 48.1 47.5 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -56.8 -54.6 -53.0 -S3.8 -50.8 49.9 -49.2 48.5 47.9 26ft +62.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 -57.3 -55.0 -53.4 -52.2 -51.2 .50.3 49.6 -48.9 -48.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 -57.7 -55-4 .53.8 -52.6 -51.6 -50.7 49.9 49.3 48.7 28 k +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 -58.1 -SS.9 -54.2 .53.0 .51.9 -51.1 -50.3 -49.7 49.1 29 ft +43.4 +42.3 +41.5 + Dll +403 +39.9 +39.5 +39.2 +38.9 -58.6 .56.3 -54.6 -53.3 -52.3 -51.4 -5D7 .50.0 .49.4 30ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 �32k -59.4 -57.0 -55.4 -54.1 -S3.0 -52.1 -SIA -50.7 -50.1 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 + DO +39J '60.5 -58.1 .56A -55.1 -54.0 -53.1 .52.3 .51.7 .51.0 35 ft +45.2 +44U +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 -62.2 .59.8 .58.0 -56.7 -55.6 -54.6 -53.8 -53.1 .52.5 40 It .46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 1 +41.9 1 +41.6 -63.8 .61.3 .59.5 -58.1 .57.0 .56.0 -55.2 -54.5 -53.8 45 it +47.6 a46A +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 -6S.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 SO k ad8.7 +47A +46.5 *45.8 +45.2 4".7 +443 +43.9 +43.6 '66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 SS k +49.7 +48.4 +47.4 "6.7 +46.1 +45.6 +45.2 +44.8 +44.S -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 60 k +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +43.7 +45.3 1. TABLES ARE IP DEFINED AS THE C USE OF CRITICAL ( 2. TABLES VALID A SITE SPECIFIC IT. IF THE MEAN SLOPES RiIIIMJPOWR THAN ONE-THIRD THE SPAN LENGTH (HEIGHT 113). USE THE AREA BETWEEN B I HUCI UHAL 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 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE FOR LARGER 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 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. B. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE K -1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH 'ALLOWABLE STRESS DESIGN METHODOLOGY' PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 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 FACILRIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR K t=1.0 FOR FLATTERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI-+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALTTY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ - HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR THESE TABLES ARE ONLY APPROVALS FOR D VALUES WHICH IS a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (Im). USE ZONE 51F AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED./ m m ro o 3 Ln ? I 8 m ippt REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE (2014) ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET INnssuE GSS TSB o3rosnz REV -ADJUSTED HEIGHTS GSS TSB 04109/12 REV 2014 FBC DGM TSB 06/10/15 1HL5 DAU.NOT IEREEPNOPFED ORPARTkHOUT ASCE 7-10 d r W 0 'u" µIN MOLE aWTENCONSENT OFENGINEFAWGENN S.ALTTEMDNS. AGGma+s,oRGTRBtw4u4NGsroTwslXXURD4ravErvOr PEANIREDAPm Hvum4TEauRCERGRUTKw. a a F ELEVATION WALL ZONE FIGURES ENGINEERItV�(ol EXPRESS° I< o 160 SW 12th AVENUE, SUITE 106 ,$` DEERFIELD BEACH, FL 33442 - ' �T-q P:(954)354-0660 F:(9S4)354-0443,7 _L CERTOFAUTH%9005 a E:HELLO@ENGINEERINGEXPRESS.,CCM(,1 me `• ENGINEERINGEXPRESSXOM \( ROOF EVE \ HEIGHT t ISOMETRIC 0 ,w `•LV,