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Home My WebLink AboutCertification for Design Load Compliance 06/30/2015-2:37pm gabdels VAProjects\ 2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPHMRH _< 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSUREC t I 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(PSF)-ZONE5 INSTRUCTIONS FOR TABLE USE: Roof Tribute Area S Ft). Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO IE_ ORST CASE•PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 50 i ht 30 15 20 25 30 35 40 5 50 DEFINED AS THE C ITION N. WN VARIABLE AS DESCRIBED BELOW. _ USE OF CRITICAL CO [w EQtliBED FOR ITH THESE TABLES. -41.0 -40.0 -39.3 -38.7 -38.3 -3 W9 .0 50.6 •48.6 -47.2 -46.1 -45.2 -44.5 -43.8 - 3.2 -42.7 2.TABLES VALID O L F r�- ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +$V,7 q 3 0-15 ft A37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 4.1 +33.8 3.TABLES VALID F R L l4 APPLICABLE REDUCTIONS FOR ROOF SLOPES -- LESS THAN 10°SHA B B. A E INEER AS A SITE SPECIFIC CONDITION. 16 k -41.6 -00.5 -39.8 -39.3 -38.8 -3 !4 ]1 3 .8 - 6 16 ft -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -03.8 -43.3 4.IDENTIFY THE B L• E AVE E• OF HEIGHT.IF THE MEAN ROOF HEIGHT +38.3 +37.3 +36.6 +36.0 +35.6 + .2 4. +34.6 4 Ji +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF D LEAK T. 5. ALWAYS ROUND HTS E LE VALUE OR CONSERVATIVE ASSUMPTION. -42.1 -41.1 -40.3 -39.8 -39.3 -3&_ _ ,r-3 .0 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6, CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT*WIDTH)OR 17 ft +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)M Y 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 k +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 1+35.4 +35.2 AREANGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE OFTRIBUTARY AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE ET) REAPHALL -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 +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 -42.5 -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 ft +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 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -44.0 -42.9 -02.2 -41.6 -41.1 -40.7 •40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -48.5 -46.4 -45.8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 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 ft +40.6 +39.5 +38.7 + Z,3 +36. +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft -54.9 -52.7 -51.2 -5 .0 T ..5 .8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 + .5 _ 7.0 +36.7 GENERAL NOTES: -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 -5 4 4 6 - 9 47.3 -46.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 23 ft +41.4 +40.3 +39.5 + ,9 Al" +38,0 „ +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 -5 .` ,q -47.1 CRITERIA AS OUTLINED HEREIN. 24 f[ +q1.7 +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. 8.0 +37.6 +37.4 EXPOSU E SPECIFIED.2.DESIGN IS BASED OTHESE TABLES NOT FOR(WIND USE WITH ESSENTIAL FACTHE ILITIES S OR AIND SPEED AND EMBLY -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 -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 -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 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 k +42.4 +41.3 +40.5 +39.9 1+39.4 1+39.0 +38.6 1+38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY. -46.4 -45.3 -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 f[ +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 +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 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CO ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft ,� 8 ft COEFFICIENTS LISTE N FIA ND VERIFIED BY THE GOVERNING +43.1 +42.0 +41.2 +40.5 +40.0 + . 8,9 +38. +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM RM HOLDER, RRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 -4 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFER [D 29 ft 29 ft 5.THIS SPECIFICA _O I • Q_• T 0 ER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 + .9 +• 3 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. REF MITTED TEST CRITERIA AND OTHER 30 ft -47.4 -46.3 -45.5 -44.8 -44.3 -4?9 � •2 - 9 30 ft '58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE G j_ TION FO MATION AND APPLICABILITY OF THESE TABLE +43.7 +42.6 +41.8 +41.1 +40.6 +4 .2 +_,9.5 9,210®- +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 VALUES WHICH IS T B V FI Y O I CCORDANCE WITH GOVERNING CODES. • - 6.ADHERE TO ALL ROT O EM ORDINANCES. 32 ft -48.1 -46.9 -46.1 -45.4 -44.9 -4 . 4. �4 . 32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATIO •>�E;_ TY OF THE HOST STRUCTURE. +44,3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. 9.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY P IN,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 f[ +45.2 +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 -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 4%OF LEAST HORIZONTAL HEIGHT 40 ft 40 ft DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION,CONSULT MEAN +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. 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 SAVE HEIGHT 45 ft +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 ROOF -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 I , I HEIGHT SO ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 5 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 Jr I ® I Jr +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 a 5 O 60 ft -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 -57.2ELEVATION +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 En 0 9 REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o m� D O A INFISSUE GSS TSB 03/05/12 0 0 oz m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 '7 O i /1 i o A r ' REV 2014FBC DGM TSB 06110/15 lb( (G 1`"F) EXPRESS" *p Cw �� _ _ = ASCE 7-10 CHAPTER 30 C00.VO ATE OFFICE: _ _I A z m 160 SW 12th AVENUE, SUITE 106 °z DESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH, FL 33442 0 z 2 MASTER PLAN SHEET G) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 T 3 OO ,r] Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH 89885 m o N m wwTTPNCONSENT DFENGwEERINGFxPREss.ALTERATDNs, E:HELLO@ENGINEERINGEXPRESS.COM p Z ADDITIONS,OR OTHER MARI(INGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 ENGIN EERINGEXPRESS.COM ` m d W PERMITTED AND INVALIDATE OUR CERTIFICATION.