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HomeMy WebLinkAboutWindload?018. 12O7pm InIml V:1Pra BdA Master Pian Sham St=l%MndmvE;-DL6Drs3huRersl4D0 Mnd ChaHs1_Relerance12017 Wlndlwd Charts Referenceaf2017 b FBC WIND CHART.dwg 61h EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 170 MPH MRH:560' 'ASD` DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLATTERRAIN MRH -MEAN ROOF HEIGHT INTERIOR ZON�4 PRESSURES 1 EXTERIOR ZONE(5)PRESSURES � (SEE BELOW) Mean DESIGN PRESSURES(PSF) - ZONE 4 -- MeanDESIGN PRESSURES PSF -ZO ES INSTRUCTIONS FOR TABLE USE: 2- Mean I 4 L IDENTIFY THE ZONE OF THE OPENING,AS-IWERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE ROOF TribUCa Area (5 Ft _ _ f 7libDte Area $ FI 3 URE BELOW LEFT OR INFORF(ATION PROVIDED TO -YOU -BY OTHERS. _ I.I. ANY QUESTIONABLE�OPENING IS 70 BE CONSIDEftEO THE MORE CRITICAL (EXTERIOR) ZONE Height 10 20 30 40 5 IRht SO 20 30 40 50 s. - 2 IDENTIFY THE BUILDING MEAN-(AVERAGE)ROOF HEIGHT PROM THE LOWEST GROUND ELEVATION. IF 0-15 ft -41.0 -39.3 -383 -37. - - .50.6 -07.2 -0S.2 -43.8 -42.7 MEAN ROOF HEIGHT CANNOT BE IOENTRIEO, USE THE PEAK (HIGHEST) ROOF HEIGHT. -IS ft 2.1. ALWAYS ROUND UP ROOF HEIGHTS TO ❑E.Q TABLE VALUE. +37.8 +3fi.1 +35.1 +34. +3 . +37.8 +36.1 +35.1 +34.4 +33.8 2, VALID FOR ALL ROOF 51OPES, FOR SLOPES d 0-,- SEE AN ENGINEER FOR REDUCTIONS. -42.6 -40.8 -39.8 •39.1 - - -52.6 -09.D -47.0 •45.5 -44.4 3 CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION AS THE GREATER OF (HEIGHT . 18 R +39.3 +37.5 +36.5 +35.7 +35.2 18 ft +39.3 +37.5 +36.5 +35.7 +35.2 3.1.) D use T E AARAN EA BETWEEN STRUCTURAHEIGHT) - L OPENINGS ONLY- THIS INCLUDES AF 1/3 THE HEIGHT REAS ETWEEN 20 it -03.6 -41.7 •40.7 -39.9 •39.4 20 ft -53.8 -50.1 -48.0 -45.5 -45.4 STRVCTURALMULLS. COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST +40.2 +38.3 +37.3 +36.5 +36.0 +40.2 +38.3 +37.3 +36.5 +36.0 (10 SQUARE FEE7) SHALL BE USED. 3.3. ALWAYSROUNO TRIBLRARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER -45.7 -43.8 -42.6 -41.9 AL3 -56A -52.6 -50.3 -08.8 -07.5 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. STTIVE AND 25 R +421 +40.2 +39.1 +38.3 +37.7 25 IL +42.1 +40.2 +39.1 4383 +37.7 IN ACCORDANC4 READ Off E WITH CODE.NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPAl1TY 30 h -07.4 -45.$ •44.3 •43.5 -02.9 30 k -58.6 -54.6 -52.3 •50.7 -49.4.. 1 5. FOR SITUATIONS THAT REQUIRE Kd.i.O, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF .18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 443.7 +41.8 _+40.6 +39.8 +39.2 +43.7 +418 +40.6 ItI9.8 NERAL NOTES: -49.0 •47.0 -05.8 -44.9 •44.3 -60.5 -56.4 -54.0 TABLES ARE TO BE USED IN CONFORMANCE WITH 'ALLOWABLE STRESS DESIGN METHODOLOGY- PER ASCE 7-10 35 R 35 R CTION 2.4.1 AND CHAPTER 30 PART I OR 3, USING THE CRITERIA AS OUTLINED HEREIN. +45.2 +43.1 +42.0 441.1 +40.5 +45.2 +43.1 +42.0 2. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE WECRIED. 'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 h -50.4 -08.3 -47.1 -46.2 -45.5 40 k -62.2 -58.0 -55.6 3.8 2.1. ASCE 7-30 RISK CATEGORY IS INDEPENDENT OF THIS RATING, FIND CATEGORY TO MATCH OR BE LESS +46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44.4 +43.1 THAN THE RATED LIMITING WIND VELOCITY ABOVE. �. TOPOGRAPHIC FACTOR KZt-I.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 45 it -51.7 -49.5 48.3 -07.4 -46,7 •63.8 •59.5 •57.0 •55.2 - 4. INTERVAL PRESSURE COEFFICIENT (GCPI-+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. +47.6 +45.5 +44,2 +43.3 +42.6 45 ft +47.6 _+455 +44.2 +43.3 +42.5 S HVVHHZ-U ISE GH VELOF KdOCITY HURRICANE ZONEnR) WITH LOCAL WILDING DEPARTMENT. 8. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 50 ft -52.8 -SO.6 -49.3 -48.4 -07.7 50 h -665.2 -60.8 -58.3 -56.4 -55.0 7. THIS DOCUMENT ISA MASTER PLAN SHEET, NOT A SITE-SPECIFIC DOCUMENT. +48.7 146.5 +95.2 +44.3 +43.6 +48.7 +46,5 H45.2 +44.3 +43.6 8. THIS DOCUMENT 15 ONLY VAUD WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -53.9 -51.7 -50.3 49.4 48.7 -66.5 -62.1 •59.4 •57.6 •56.1 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (MEWFIASD)CIFNTAS LISTED. APPLICATION OF THESE SSR +497 +474 +46.1 +45.2 +4qLL K .5 55k +497 +474 +46.1 +45.2 +44.5 DICTATED AND TABLES AND DVERIFIEDD THE GOVERNING BUILDING NG WIND VELOCITY, IDEPARTMENT AND PERMIT HOIWER. NO WqTFn IARRAANTY FOR 60R -54.9 •52.6 -51.3 -50.3 --09.6---h -67-8 -63.2 -60.5 -58.6 -57.2 APPLICABILITY OF THE USE OF THESE TABlE5155pp66FIEREO HEREIN. 10, THISSPECIFICATION DOES NOT-�1FFERANWPRt)DUCT'APPROVED CERTIFICATION. REFER TO ANY SEPARATELY +50.6 }48.3 147.0 +46. _ +50.6 +qg•3 M7.D +46.0 +4$.3 SUBMITTED TEST CRITERIA AND OTHER�PPRQVBLS FOR DESIGN &INSTALLATION INFORMATION AND APPLICABILITY -- ---- OF THESE TABLE VALUES WHICH ISTD BE VERIFIED -0Y 07HERS,IN ACCORDANCE WITH GOVERNING CODES. It. ADHERE TO ALL LOCAL IMPACT P,ROTELTION SYSTEM ORDINANCES. 12. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDEIDIIEREIN, NO AODRIONADCERTIFtCATIONS OR AFFIRMATIONS ARE INTENDED. - INTERIOR ZONE _4, -EXTERIOR GHTEXPLAINED LEAST HORIZONTAL amZSo12°ooZ! -10rOz a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF M N ROOF PEAK ROOF OIM�-� E'!' i m c 0 G 1-G" Z T = •zi o .:.I O z HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HEIGHT 5 S m O V 3 H m i m. FIT x T (] HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 [FAT ALL !N QUESTION. \ ? g a p 2 m y c x " U1 CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN^ 5 4 m m (R m E v i m m a 3 u REQUIRED. _ RODF\`/ .inaz.. lUI-i z@@Ia--b -1 a a ROOF ROOF I4E1GHT \ yiA mm sp�eDN 1pD jI ti HEIGHT HEIGHT mz0� 20z0�OOm �-( p cmOO,-, >'Imr-s; MYfY 0 ^ y�nm0-190 y�..22p fT06c- $ O4 5 4 O L 0 4 s=i 0E ,68�A�c6< ary pNz� 5 A�O 4 PLAN VIEW \--piiyi r+0�'Apm TARo0� n ©© COMPLEX Tz mma-'i ZOO 2 Inez 1 - ELEVATION �1 __11 f ISOMETRIC CORNERS 5 5 p e° m o F -" -°1 p "r< H o s REMARKS _URwNGHRD DATE 6TH EDITION FLORIDA BUILDING CODEtb( ENGINEERING �`��° 0 4' S O INR ISSUE GSS TSB 03/05/12 QQ�jJ`E" m� REV- ADJUSTED HEIGHTS GSS TSB 04/09/12 f °'z oa ~ 3 R - - - 2017 ExPRES 3 aT .0 REV20I4FBC DOM TSB _ 0611D115 K S o m �l (A a UPDATES, 20t7FBD __ - FCB_ _ FLB- 77117 ASCE 7-10, CHAPTER 30 s-••-�••�-�•�_�- g a L� X DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, SUITE 106 ` T DEERFIELD BEACH, FL 33442 6 �" V -- - --- MASTER PLAN SHEET I $ iMBWLUKElRIETHEFAaFFAnWENawFFNNBDPPERS, P; (954)354-0660 R (954)354-0443 Q c .(] Q NNNW.LIXITRF.RFrRa1lRON WXeIE OR AV1I WiXWI 7 1 C:EHT OF AUTHAPIIRG �� ip � O N MMTNTANETNTOr ENGYFfRWGEFWtESS. KTEMnDYS. ASCE /� 1 O b •ounoxAw+onenMW1Y610 Txe Ra:LULIrt.aRHDT E: HELLOLIENGINEERINGEXPRESS.COM $� ` LA3 rDaarTBTFDww1DnlEamemnRanae ENGINEERINGEXPRESS.COM �'