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HomeMy WebLinkAboutCertificate for Design Load Compliance 01/09/2018-12:07pm intem1 V:\Projects\ Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts1_Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg _. 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH <_ 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE ICI BASED ON Kd=0.85 MRH=MEAN ROOF HEIGHT INTERIOR ZONEF4 PRESSURES EXTERIOR ZONE®PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW) (4)' INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 - - Mean DESIGN PRESSURES(PSF)-ZO/3NE 5 /1. IDENTIFY THE ZONE OF THE OPENING��AA,S5 RIOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE Roof Tributa Area S Ft �,'eof TributaryArea(SqFt \� URE BELOW LEFT OR INFORM, -IO�TPROVIDEO IQ) OH,$Y.,,THERS. Height ry ( ` ht ) 1.1. ANY QUESTIONABL OPE N IS_0 BE-CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE 10 20 30 40 l Ir5 c , g 10 20 40 50 /�5• / t./IDENTIFY THE BUILDING M QVERAG •0 of rT FROM THE LOWEST GROUND ELEVATION.IF -41.0 -39.3 -38.3 3 rAii_ 15 ft -50.6 -47,2 -43.8 -42.7 TII�7E MEAN ROOF HEIGHT CANNOT BEIIIDEEN,,FIEIED,U 'PEAK(HIGHEST)ROOF HEIGHT. 2.1. ALWAYS ROUND UP•OLQ�F�E3G.1 TO.NES pLE VALUE. 0-15 ft +37.8 +36.1 +35.1 +34. .8 +37.8 +36.1 +34.4 +33.8 2. VALID FOR ALL ROO),S E-5,6-OR 4OPE�53� EE AN ENGINEER FOR REDUCTIONS. 18 ft -42.6 -40.8 -39.8 -39.1 �38r5lb'�._ -52.6 -49.0 I -45.5 -44.4 CALCULATE THE TRIBUTAR$AREA 1E_OPti N, IN U STION AS THE GREATER OF(HEIGHT "� 18 ft WIDTH)OR THE SPAN LENGTH(HEIG-T)*SAN„y IF_EGIIVE WIDTH OF 1/3 THE HEIGHT(HEIGHT 2/3). +39.3 +37.5 +36.5 +35.7 +35.2 - +39.3 +37.5 +35.7 +35.2 3.1. USE THE AREA BETWEEN STRUCT-U C(SPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. 20 ft -43.6 -41.7- -40.7 --39.9 -39.4 20 ft -53.8 -50.1 -46.5 -45.4 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST +40.2 +38.3 +37.3 +36.0 +40.2 +38.3 +36.5 +36.0 (10 SQUARE FEET)SHALL BE USED. -- - 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -45.7 -43.8 -42.6 -41.9 -41.3al -56.4 -52.6 -48.8 -47.5 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +38.3 +37.7 IN VIL/READ ACCORDANCE WOFF I POSIT CODE,VE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 30 ft 47'4 45.5 -44.3 -42.9 30 ft -58.6 -54.6 -50.7 49,4_ 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.7 +41.8 +40.6 +39.8 +39.2 +43.7 +41.8 +40.6 3-91-8- `39.2 .:GENERAL NOTES: -49.0 -47.0 -45.8 -44.9 -44.3 -60.5 -56.4 -54.0 . 2-3 ..-A.0- FTABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft r` ,SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 +A,. 0 /2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. -50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 $3.: %.'WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. X2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS 40 ft 40 ft 4„ R wp',HAN THE RATED LIMITING WIND VELOCITY ABOVE. +46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44.4 +43.1 1P42, A #6" _ TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 53$_ L 4.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 5. HVHZ=HIGH VEVERIFY USE OF LOCITY HURRICANE ZONE.DIRECTIONALITY OR)WITH LOCAL BUILDING DEPARTMENT. 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 50 ft -52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 7.THIS DOCUMENT ISA MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 +48.7 +46.5 +45.2 +44.3 +43.6 8. THIS DOCUMENT IS ONLY VALID 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(ASD)AS LISTED.APPLICATION OF THESE 55 ft CORRESPONDING EXPOSURE, +49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED AND VERIFIED BY THE GOVERNING BUILDING AND PERMIT HOLDER.NO WARRANTY FOR 60 ft -54.9 -52.6 -51.3 -50.1,-49.6 -67.8 -63.2 -60.5 -58.6 -57.2 APPLICABILITY OF THE USE OF THESE TABLES IS,,ddl7F,�E�ED-HEREIN. 10. THIS SPECIFICATION DOES NOTIOER-ANXAP,RODUZI]QPP.R.OA CERTIFICATION. REFER TO ANY SEPARATELY +50.6 +48.3 +47.0 +46.0 +50.6 +48.3 +47.0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND OTH R A RA LS FORFDESIGNN7I STALLATION INFORMATION AND APPLICABILITY I OF THESE TABLE VALUES WHICH IST B��FI 1/101'-E_ FLViN/ACCORDANCE WITH GOVERNING CODES. . 11. ADHERE TO ALL LOCAL IMPACT �R ECFIO LBM . CINP,NCES. 12. NO CERTIFICATION IS OFFERED �O T� I_ECRIlYLOF 1`HS HOST STRUCTURE. I � 13. EXCEPT AS EXPRESSLY PROVIDE I EREIN NO ADDIT eNA'CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE( EXTERIOR ZO O E-GHT EXPLAINED LEAST HORIZONTAL c rn rn co z m o-n-n 4-=I Fnrn n ,._, . _ DIMENSION m>c rn G10zm)7)rnozO - HEIGHT,WHICHEVER IS 10%OF LEAST IZONTAL SMALLER, NION OT LOR 40%ESS THAN 4%OF LEAST OOF PEAK ROOF © © -i m c)m 3>_=m>,n m x rI 0 HEIGHT HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. \ G A O D D Z t T. rn>c Z w U) z 0 F--� CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN © O y N umi Z i r -I....D m a rn v O ROOF 4 =Oz�ODz Z1 Ill H 3 REQUIRED. MEAN EAVE HEIGHT rn?Si,0 z m m-3 D O m O P_" H �a--1 a ROOF ROOF ��nDDZp�OyZ"- MLi -I D I ("-f HEIGHT HEIGHT �F"Zcm0nzc)NHFO.,1, (� 0, 1--, om>mPn°0zacTmam D rn QO O O Hazx,-0.7,Om�Pzmr-I 0 C Z U) © 1 ® I © ® ® ,'8 PLAN VIEW\ DyD-ix Mv' mc� 0 m 0 D CI 5O COMPLEX \ X73 u'mm=rzmr Z v))rn � z I" ELEVATION a ,',--'d 0 1- ISOMETRIC CORNERS © O °2, Noy 0 ;, o v CI O 8 REMARKS DRWN CHKD DATE 6TH EDITION FLORIDA BUILDING CODE ,1j ENGINEERING L4,§ra O T� a 0 p INIT ISSUE GSS TSB 03/05/12 m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 EXPRESS® -2 - \-- o r z REV 2014 FBC DGM TSB 06/10/1573 ` o „ r UPDATES,2017 FEC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: Z z / t M Z m 160 SW 12th AVENUE, SUITE 106 � Co � l0 - z DESIGN LOADS FOR COMPONENTS &CLADDING Z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 IQ In V m m m n ) 0 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 z O R 0 .{J, Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 2 O O WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTEFWTIONS, /� ['� -i v 5_ . w 5 ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT SCE 7- 10 E:HELLO©ENGINEERINGEXPRESS.COM p°z = m Q PERMITTED AND INVALIDATE OUR CERTIFICATION, V�/ ENGINEERINGEXPRESS.COM { °�