Loading...
HomeMy WebLinkAboutEngineering 08/17/2016-11:1Oam RECEPTION VAProjects\2014-MPSWOO Wind Charts\Reference\00-MPS14-400 Series C&C(Current)Jeff.dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES 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 Tributa a(Sq F[) 1.TABLES ARE INTENDED TO DEPICTTHE_WORST CASE'PRESSURES.'WORST CASE'IS Height SO 15 20 25 30 3+ 40 5 ;50 '` 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITICAL GONQITION.OFAN NKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL COtDTFIONSREQtHRED:FORSE;SVITH THESE TABLES. -41.0 -00.0 -39.3 -38.7 -38.3 -3 9q Z6' 'icy T'=• Oe -50.6 -48. -47.2 -46. -45.2 4.5 -43.8 -43.2 -42.7 2.TABLES VALID FO�ILYrf Ok-' ! tf);N( T uMF�AOT"ROOF HEIGHT AS LIMITED ABOVE. O-15 ft 7F q �"-" - 0-15 ft 3 TABLES VALID FCJR ALL h4QF TYYPEST E:S.APPLICABLE REDUCTIONS FOR ROOF SLOPES +37.8 +36.8 +36.1 +35.5 +35.1 +39 7�t34 4 +341y -, 3 +37.5 +36. +36.1 +35. +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 10°SHALL BE PEFFAR�IED.,BYj N)ENGINEER AS A SITE SPECIFIC CONDITION. 16 f[ -41.6 -00.5 -39.8 -39.3 -38.8 -38 4�`-38.1 37 S =3�6 16 ft -51.3 -49.3 -46J - -45.1 -04.4 -43.8 -03.3 4.IDENTIFY THE BUILDINGMEARI(AVER!}GE);RQOF HEIGHT.IF THE MEAN ROOF HEIGHT +38.3 +37.3 +36.6 +36.0 +35.6 +35 Z,--,+34.9•it34 6 .{ +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFTF�D7 USE THE;PFAK'ROOFHEIGHT. -42.1 -41.1 -00.3 -39.8 -39.3 -389 38§ Y B A X17ft -52.0 -49.9 -48.5 -07.3 -46.4 -45.6 -45.0 -44.4 -43.8 S.ALWAYS ROUND RIBLI OF:HEIGHT,,OFOTNE OPENINGBILE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft 6.CALCULATE THE TRIHUl'ARYIgqREAjOF,jiTHE OPENING IN QUESTION(HEIGHT-WIDTH)OR +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +3510 +34.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MULTIPIIIED`BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -42.6 -41.6 -00.8 -40.3 -39.8 -39.4 -39.1 -38,8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY IS ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 IS ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -08.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 k +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 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 20 ft -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 20 ft -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 •45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -44.0 -02.9 -02.2 -41.6 -41.1 -40.7 40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -48.5 v--41.7--47.0 -46.4 -45.5 8'READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 21 ft 21 ft -- .(p.:-;T..G. MUNICIPALITY IN ACCORDANCE WITH CODE. +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 +40.6 +39.5 +38.7 +38c2-+37.T .3;.1.+36:9`=^�+g356(f;• +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 k -54.9 -52.7 -51.2 -50.0 '-g4 '^45.2 -�5 �d .8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 +3, .5.at38�*3-7,;67 7.. tY3`7.0 +36.7 GENERAL NOTES: 23 ft 44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 23 ft -55.4 -53.2 -51 6 -5 44 5 }4 6 b-4T(9e 47.3 -46.7 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN . +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 +3p:9,-x+38.4 *38,0.�,37,64:x+3.,3 +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -45.3 -44.2 -43.4 -42.5 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -50:9 '499`;A9.1`-',--473:4 `4-07.7 -47.1 CRITERIA AS OUTLINED HEREIN. 24 ft 24 k - 5 yJ 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 +41.7 +40.6 +39.8 +39.2 +38.7 +3819:.-+38.0 +37.6 +37.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY 25 ft -45.7 -44.5 -43.8 43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 49.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +q1.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALRY FACTOR)WITH 26 k -06.0 -44.9 -44.1 -43.5 -43.0 -42.6 -02.2 -41.9 -41.6 26 ft -56.8 -54.6 -53.0 -S1.8 -50.8 -49.9 -49.2 -48.5 -47.9 WALLS AND VERTICAL SURFACES ONLY.HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38:0 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY 27 h -46.4 -45.3 -44.5 -03.9 -43.3 -42.9 -02.5 -42.2 -01.9 27 k -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -08.9 -48.3 VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 +42.8 441.6 +40.8 +40,2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -46.8 -45.6 •44.5 -44.2 -43.7 -43.2 -42.9 42 5" -422_ _ -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft ^^T TS-- -,28ft COEFFICIENTS LISTED.HEREIN HALL-BE;DICrATE❑-QND VERIFIED BY THE GOVERNING +43.1 +42.0 +41.2 +40.5 +40.0 +396 +3�2 w389 .+38'6 ���^^^,o- +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTMENTAN,4P RMIMHOLDER!NOYYQRRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -05.1 -44.5 -44.0 -43 5 -0 ill -0 ^ZQ26- -58.1 -55.9 -54.2 -53.0 -S1.9 -51.1 -50.3 -09.7 -49.1 VALUE USE IS OFFERED,HEREIff7� 29 k i gra,,I'fy, r 29 ft S.THIS SPECIFICATION IS;P(OT'INTNI!{O D TQ OFFER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 +3Y 9 -+9._5 +9 2": 8�, +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. REFERITO,AN.tSEP-A kATEL'Y,��SUAPPROVALS FOR DESIGN-SCINSTALLAT ­lTNFOt�BMITTED TEST CRITERIA AND OTHER ESE TABLE 30 ft -07.4 -46.3 -45.5 -44.8 -44.3 -43.9- <9, -' 1114n•Z f,429 ;\ 30 ft -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 VALUES HCH IS TO BF'1 VEAIFfEbBY OTf ION I QS'II•DACCORDANCE WITH GOVERNING TION AND APPLICABILITY OF HCODES. +43.7 +42.6 +41.8 +41.1 +40.6 +4012 t39:8x +395 *, � +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 6.ADHERE TO ALL 4QCAC.E(dEA"trT+P,(t0 O��SYSTEM ORDINANCES. -48.1 -46.9 -46.1 -05.4 -44.9 -44 51 3 S --4.5• -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATION-IS:gF(yERED FD THE INTEGRITY OF THE HOST STRUCTURE. 32 k +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3' q4!o, 9.7 32 h +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY PROVIDEIS',,NEREIN,NO ADDITIONAL CERTIFICATIONS OR -09.0 -47.8 -07.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED. 35 ft +q5.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a-10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft -50.4 -09.2 -4 1 3 -47.6 -07.1 -06.6 -46.2 -45.9 -45.5 40 ft -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN- -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 45 ft -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 a a EAVE ROOF 45 ft HEIGHT +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 ROOF -52.8 -51.5 -50.6 -49.9 -09.3 -08.9 -08.4 -08.1 -47.7 SOft -65.2 -62.6 -6U.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 HEIGHT 50 k +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 O �/� 55 ft -53.9 -52,6 -51.7 -50.9 -50.3 -09.9 -49.4 -49.0 -48.7 55 ft -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 5ri ® I 5 ® 4 `d +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44,5 ay O O -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 60 ft -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57,9 -57.2 ELEVATION 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES ISOMETRIC 1 l t H REMARKS DRWN CHKD DATE A< ,: � ern n o E INITISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING a ',' m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2014) �� EXPRESS® �(,• + �'� 1� >� REV 2014FBC DGM TSB 06/10/15x)0 ,� ,r. +A'iv =+• _ ASCE 7-10,CHAPTER 30 .Po.�*eoFcme: m �; z V7 m DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 1�6 1° 1-- DEERFIELD BEACH, FL 33442 j II c 9 I t R�I ,1 in •A MASTER PLAN SHEET P:(954)354-0660 F:(954)354.0443\1 I �`` L O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. K ,(] Q ANOSHALLNOT11 REPRODUCED IN WHOLE ORPARTWRHOUT 7 1 CERT OF AUTH 99888 ; _ o f:,, ;� +• ' 0 F. m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / -1O E:HELLO@ENGINEERINGEXPRESS.COM t ' • d W 1. ADDITIONS,OR OTHER MARKINGS TOTHIS DOCUMENT ARE NOT t l!<-1 PERMITTED AND INVALIDATE OUR CERTIFICATION. EN GINEERINGEXPRESS.CO M��; r