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Home My WebLink AboutEngineering 06/3012015-2:37pm gabriels V:\Projects%-2014-MPS\400 Wind Charts\ Reference\00-MPS14-000 Series C&C(Current).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH I MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' 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(P5F)-ZONE S INSTRUCTIONS FOR TABLE USE: Roof Tributa Area S Ft Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO PEP_LCT`FH ORST CASE'PRESSURES.'WORST CASE'IS Height eight DEFINED AS THE CRI I�ArC-OCy-bmOa'OFIN. NI(-DIpWN VARIABLE AS DESCRIBED BELOW. 10 15 20 25 30 �4 ' 4 SQ 10 15 20 25 30 35 40: 45 50 USE OF CRITICAL CO�DIfi-IDNSgEQUIRED FOR.CJ - ITH THESE TABLES. -41.0 -40.0 -39.3 -38.7 -38.3 -3 9�X7_6_ -"'�7.0 /f -50.6 -48.6 -47.2 -06.1 -45.2 -44. -03.8 43.2 -42.7 2. TABLES VALID 0 L1( BI�LZ?I�,IGSOF.;fy,E/j ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft 11\��`'� i 0-15 ft 3 TABLES VALID F�R, LOF_;iY�PES&•S�OPF,S.APPLICABLE REDUCTIONS FOR ROOF SLOPES +37.8 +36.8 +36.1 +35.5 +35.1 + I.7 tea-X34. "r33 � +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 1 A SHA l3E'PERFORpED:.BD AQl EM1JGINEER ASA SITE SPECIFIC CONDITION. 16 ft -41.6 -40.5 -39.8 -39.3 -38.8 -3�4 �8� �.8 -3`6' 16 ft -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B LQ•If�6`-MEAlV,('AVERgGE)-�R�F HEIGHT.IF THE MEAN ROOF HEIGHT +38.3 +37.3 +36.6 +36.0 +35.6 +3:2�'�i9-.�+,34.6 f�43" +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF DJLLJSTN-ELPEAK R00•�HE] T. �. 5.ALWAYS ROUND ROQFaL GHTS�r6, EX_ LE VALUE OR CONSERVATIVE ASSUMPTION. -42.1 -41.1 -40.3 -39.8 -39.3 -38. 8 `-35)03R -33`g. -52.0 -49.9 -08.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6. CALCULATE THE TRIBb��A�Y AR - F�' E OP NING IN QUESTION(HEIGHT'WIDTH)OR 17 f[ +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 + :=•�4.7 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -42.6 -41.6 -40.8 -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 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARYAREA 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 -48.5 -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 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 1+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 -43.6 -02.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -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 20 f[ +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1 +38.3 1+37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 48.5 '7T-__ -46.4 -45.8 MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21([ +40.6 +39.5 +38.7 + 8:2; +37.:3 +36.5-:7a +36.3 1 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 -54.9 -52.7 -51.2 -5 .Olri` 0, V 7.5! f y8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 22 ft +41.0 +39.9 +39.1 + 8.5 _+ 7..-97.0 +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 .4{i°"9 5 ]L8.6: 47;94,X47.3 -46.7 1.TABLES ARE TO 8E 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 + 9 }8 4•,38.0 +37.6^ t3•..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 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -5l). "- �'=4 14,4*%-7-r -07.1 CRITERIA AS OUTLINED HEREIN. '�I r,,,J 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND 24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +38. 1 .0 +37.6 1+37.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -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 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +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(DIRECTIONALITY FACTOR)WITH 26 k -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 26 ft -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +42.4 +41.3 1+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 WALLS AND VERTICAL SURFACES ONLY. -46.4 -05.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 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. 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.8 +41.6 +40.8 1+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 -44.8 -44.2 -43.7 -43.2 -42.9 X42_2-� -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -09.9 -49.3 -48.7 USE OF THESE TABLES AND CO ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft / 8 ft COEFFICIENTS LISTED_lE&EIN SHAZCBE D CTA ND VERIFIED BY THE GOVERNING +43.1 +42.0 +41.2 +40.5 +40.0 +3 : -_t3-9'2--+38.9 +3�8. " +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM (�R>`AN -PERM HOLDER,N - RRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 4q 6 '"'42.6- I -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFE D �( 29 ft f -[_�'-` :t '�\ 29 ft 5.THIS SPECIFICA O I OT.INTIDED TO 0 FER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +q0.3 +3.9.9 95-."+3 �}38:9� +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE R TO:A SEEARA�LELYUBMITTED TEST CRITERIA AND OTHER 30 ft -47.4 -46.3 -45.5 -44.8 -44.3 -0�9 -.A3=�-'2 --42,9: 30 ft -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE IG N5TT,TION�INFO.BMATION AND APPLICABILITY OF THESE TABLE +43.7 +42.6 +41.8 +41.1 +40.6 +4,0.21 X39 8.+39.5 +39,2'^"1 +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 VALUES WHICH IS •'B VEflTFIC-D�BYOTHERS�I ACCORDANCE WITH GOVERNING CODES. \ 6.ADHERE TO ALL�QCArIME,-A �eROT!L7;fON,cS STEM ORDINANCES. -48.1 -46.9 -46.1 -45.4 -44.9 -4h.r`�44`r.4�_7g_r�,r4/3�S d 32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATION'fS�EEEREEi.FOFt��I'yyE-11 TEGT�ITY OF THE HOST STRUCTURE. 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3' -U!0-X39.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 B.EXCEPT AS EXPRESSLY P�20 �,;1! EIN,NO ADDITIONAL CERTIFICATIONS OR -49.0 -47.8 -47.0 -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 35 ft a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 +45.2 +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 -45.9 -45.5 -62.2 �-59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN L I OF LEAST HORIZONTAL HEIGHT 40 k +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPR_ETATION IF REQUIRED, ROOF -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 EAVE HEIGHT 45 k +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 µ ROOF 50 ft -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 50 ft -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 ' ' HEIGHT +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 +43.65 55 f[ 53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -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 5 I ® I 5 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 1+44.5 +49.7 1+48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 LIL4.5 I a 5 O -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -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 60ft +50.6 1+49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 1+45.3 WALL ZONE FIGURES ISO IC INICHKo� ET ISSURMARKES GSSDRWN TSBD D°o;E2 5TH ED. FLORIDA BUILDING CODE ENGINEERING o o m 3 REV-ADJUSTED HEIGHTS GSS TS13 04/09/12r 7 O 1[� K o `2 1 Eeb< XPRESS° REV 2014 FBC DGM TSB 06/10/15 o w a o 2 - ASCE 7-10 CHAPTER 30 CORPO ATE OFFICE: 2 1 om m ' 160 SW 12th AVENUE, SUITE 106 $; z E_jDESIGN LOADS FOR COMPONENTS&CLADDING ° _ z 1 �' p DEERFIELD BEACH, FL 33442 ; � I n in P MASTER PLAN SHEET P: 954 354-0660 F: 954 354-0443 3 I l O 0 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, ( ) O AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH!{9885 m y o wwrrENCONSENT oFENGINEERING EXPRESS.ALTERAnoNs. E:HELLO@ENGINEERINGEXPRESS.COM A°z ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 W o PERMITTED AND INVALIDATE OUR CERTIFICATICK ENGINEERING EXPRESS.COM