Loading...
HomeMy WebLinkAboutWindloadINTERIOR ZON"PRESSURES Mean DESIGN PRESSURES PSF - ZONE 4 1 Roof Area of 0 ening [Sq 1110&16.-: ht Height 10 120-1 30 40 11 15 _ -53.4 .46.4 -44.4 -43.3 A2. +40.8 0-10 R +42.7 +40.8 +39.7 +38. -54.9 _ 15 h -49.8 .7 .5 -45.6 . +45.9 +43.8 +42.6 +41.7 +41.1 -64.6 •52.3 -57.7 .4.9 -48.0 -47.3 20 ft --1 +48.2 446.1 26 RI +50.5 I +48.2 I +469 I +45-9 I +45.2 30 ft 1 -56.1 -53.8 1 -52.4 1 -51.5 1 -50.7 36ft I +53.4 +51.0 +49.6 +48.6 +47.8 40ft -59.0 -56.6 -55.1 -54.1 -53.3 45 R +55.5 +53.0 +51.6 +50.5 I +49.7 soft -61.3 -58.8 -57.3 -56.3 -55.4 +56.6 +54.0 +525 +515 I +50.6 60 h -63.3 8 4 +55.7 +54.2 453 � --s 57 Shoat SIweWftdaw4AamsShu%er3V100 VNnd ChaRPljletwmce12017 Wmdlmd ChE 1 BUILDING CODE (2017) ASCE 7-10 EXTERIOR ZONOPRESSURES ..Mean DESIGN PRESSURES (PSF) -ZONE5 .f Area of Opening (Sq Fl 3 ht 30 20 30 I 40 50 R •57.2 -53.4 -51.1 -495 48.3 .10 +42.7 +40.8 +39.7 +38.9 +383 P m'�y20 8 a z 3C Oij TITMOF` o" aiai0i5 -61.4 -57.3 -54.9 -53.2 -51.8 15 h �z D�lnzam x��m>B�m �i eL +45.9 +43.8 +42.6 +41.7 441.1 -64.6 -60.2 -57.7 -55.9 -54.5 20 ft © WIND FLOW 7iOV�< +48.2 446.1 +44.8 +43.9 1 +43.2 -67.6 -63.0 -60.4 -58.5 -57.0 26 ft PLAN VIEW p ? o�os +50.5 +48.2 +46.9 +45.9 1 +45.2 �4 COMPLEX \ -69.3 -64.6 -61.9 -60.0 - :5- 30k CORNERS 5 �m �� 10, +51.7 +49.4 1 +48.1 -63.9 -71.5 -66.7 36 R 6TH EDITION FLORIDA BUILDING CODE EI\IGIRIEERII\IG +53.4 +S1.O +49.6 -65.1+54.4 2017 EXPRESS! -72.8 -67.9 40 ft DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVE, SUITE 106' m MASTER PLAN SHEET +51.9 +50.545 -74.3 •69.3 •66.4 .+55.5 R ENGINEERINGEXPRESS.COM Q < lD +55.5 +53.0 +51.6 1-64.3- 49.750 -75.7 -70.6 -67.6 63.9+56.6 h +54.0 +52.5 50.6s5 -77.0 -71.8 -68.8 65.0+57.5 h +54.9 +53.4 515-78.2 -72.9 -69.8 66.0+58.4 +55.7 +54.2 52.3 0= 10% OF LEAST HORIZONTAL DIMENSIONDIFIlliagLaff ROOF HEIGHT (MRH), WHICHEVER IS SMALLER, BurrlM EM THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE CORNER ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN - a ROOF 2 r'I i -t FIGHT LHRH) 5 1 S -a Q �� Cs ELEVATION a m O 8 REMARKS ORWN CHKD I DATE n O INR ISSUE GSS TBB 001051' m REV-M)USfEDIE1NRS GBB TSB 041OW 3 3 REV2014FOC DG I TSB 06110E Ei UPDATE6.201TFBC FlB FLS 17/1i ORHELP FB FB 712!71 'V -'i V 8 1NBEODANMBIIEPAOPEPtt OFDGWFFRO.L EWESS ,A NN6N44 NPeFPEPROPUCTflxaHUEOPPMrYA1110111 d N � LrartOlca+:ERraFExeneaaNEnn©e.,unaumxs. r (� AOPID?�Y.OR OI}EP WRH'iG110MNLOR;WEMIAENJI 6. 7. B. WIND VELOCITY =170 MPH MRH:5 60' EXPOSURE'D' BASED ONKd=0.85 LOC ENCLOSED STRUTURE, FIATTERRAIN MRHe MEAN ROOF HEIGHT I (SEE BELOW) FOR TABLE USE: 5 5 E OF THE OPENING AS INT E 4 OR EXTERIOR (MEWING CORNER, ZONE 5) PER THE tINFORW1nON OM 'LOWEST 2w ONABLE OPEN ING 1 RE CRITICAL (EXTERIOR) ZONE S. OING 14MN(AVE. EI GROUND ELEVATION. IF THE MEAN 1B PP (�(S THE GREATER OF (HEIGHT - WIDTH) OR THE E 1RG11iyHE(GHT i / 3). R11CIU - lQ - _ ILY-TITS INCLUDES AREAS BETWEEN STRUCTURAL AN OPENING CANNOT BE IDENTIFIED. THE SMALLEST AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS iT PUBLISHED VALUE. PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN 1-1.0. TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1, IS. VERIFY Kd ONLY. METHODOLOGY' PER ASCE 7-10 & EXPOSURE SPECIFIED. TO MATCH DR BE LESS THAN HESSURESASD) AS LISTED. APPLICATION OF THESE rHER COPE CIENTS LISTED HEREIN SHALL BE DICTATED PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF LOVED CERTIFICATION. REFER TO ANY SEPARATELY _6, HISTADATION INFORMATION AND APPLICABILITY OF FEANROOF HEIGHT (MRH)EXPLAINED 4lv�8 Z M rolNIY`GO'-oi22 '�z3+OA On� 0=11~A'�=c_�}r�~�-,~1mYn I �a.lz� L LEAST HORIZONTAL a DIM' EM'ON I PEAK ROOF HEIGHT 5 5 7°�O�p Op00 C ar'O�A �'A'K-go mz OnCPL..'. GEn�Td Oar�� In 2w m� MEAN P m'�y20 8 a z 3C Oij TITMOF` o" aiai0i5 Zy a r,s ROOF �z D�lnzam x��m>B�m �i eL EAVE_ MAN)EIGHT mruZi p2 d Mi pginODy`Ri uo�IG9. Gor © WIND FLOW 7iOV�< 7z ,mAK 4 YAi m�yyA OTC MOM Z2 F P- Z� O m ;'Re IIA - PLAN VIEW p ? o�os ss ISOMETRIC �4 COMPLEX \ ioE 'A z P a N Aw g CORNERS 5 �m �� 10, 3! 6TH EDITION FLORIDA BUILDING CODE EI\IGIRIEERII\IG 4gRA° .0 2017 EXPRESS! R-281 _ i v ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVE, SUITE 106' m MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 $�ijC ASCE7-10 (954) 354-0660 866-396-9999 TEAMOENGINEERINGEXPRESS.COM e 4 1j ENGINEERINGEXPRESS.COM Q < lD