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HomeMy WebLinkAboutProject information, Design pressures 07/01/2019-4:27pm Talyssa V:\projects\-Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017_d FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH 5 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' 'ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS BASED ON Kd=0.85 NOTTO BE USED OR MATCHED WITH'LRFD'OR'ULTIMATE'DESIGN LIMITING PRESSURES ENCLOSEDSTRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZON PRESSURES 1 EXTERIOR ZONES PRESSURES 1 (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 _ Mean DESIGN PRESSURES(PSF)-ZONE 5 4 1. IDENTIFY THE ZONE OF THE OPENING AS INTE NE 4)_OR EXTERIOR(BUILDING CORNER,ZONE 5)PER THE 2 Roof hz URE BELOW LEFT OR INFORMATION P 94 6ED0 YOU;�6 i `f-HER'✓ Tributary Area(Sq Ft _ f Tributary Area(Sq Ft) 3 1. ANY QUESTIONABLE OPENINo�{�FSE SID MY 53RE CRITICAL(EXTERIOR)ZONE 5. H 10 20 30 40 >�,_ 'IglTt 10 20 30 40 50 2. IDENTIFY THE BUILDING MEAN(AVERAC�ErIF+�QF ,_ {}, „. LOWEST GROUND ELEVATION.IF THE MEAN 1 F HEIGHT CANNOT BE IDENTIFIED Lr S.. -PE } - •F HEIGHT. f1 C 41.0Q39.3 38.3 -37p 1. -50.6 -47.2 -45.2 -43.8 -42.7 2.1. ALWAYS ROUND UP ROOF HEI T-AL-°VACf7 . -1 ," . 0 $ft15 ft 2. VALID FOR ALL ROOF SLOPES NGINEER FOR REDUCTIONS. L +37.86.1 +35.1 +34.-4r k3}: - "s}jl,,: +37.8 +36.1 +35.1 +34.4 +33.8 33. CALCULATE THE TRIBUTARY AREA 01 -_O ENIN ,?IN�.Q� ���,+,y.,,�'aCS THE GREATER OF(HEIGHT*WIDTH)OR THE 42.6 40.8 39.8 39 1 SPAN LENGTH(HEIGHT)*AN EFFECTIVE WI THE EIGHT(tlE'IGHT /3). 18 ft a' K.;�` 18 ft -52.6 -49.0 -47.0 -45.5 -44.4 3.1. USE THE AREA BETWEEN STRUCTUR�Ft-' Q - k, jOlIILY-THIS INCLUDES AREAS BETWEEN STRUCTURAL +39.3 +37.5 +36.5 +35.7 +35.2 +39.3 +37.5 +36.5 +35.7 +35.2 MULLS,COLUMNS,ETC. - -- -- 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST -- - -43.6 -41.7 -40.7 -39.9 -39.4 -53.8 -50.1 -48.0 -46.5 -45.4 (10 SQUARE FEET)SHALL BE USED. 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS li THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. -45.7 -43.8 -42,6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 Q4.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 S.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd 47.4 45.5 -44.3 43.5 42.9 58.6 54.6 52.3 50.7 49. REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft 30 ft ,,,,„. , -GENERAL NOTES: +43.7 +41.8 +40.6 +39.8 +39.2 +43.7 +41.8 +40.6 +39,2ffE§ICI S ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 49.0 47.0 45.8 44.9 44.3 60.5 56.4 54.0 ,. z.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. N IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. 35ft +45.2 +43.1 +42.0 +41.1 +40.5 3$ft +45.2 +43.1 +42.0 40: ASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. �1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS THAN 50.4 48.3 47.1 46.2 45.5 62.2 -58.0 55.6 3. n 5 E RATED LIMITING WIND VELOCITY ABOVE. 40 ft +46.5 +44.4 +43.1 +42.3 +41.6 40 ft +46.5 +44.4 +43.1 4�4•".- a,. /d",T.Q.,, NAPHIC FACTOR Kzt=1.0 FOR FLAT PRES URE COEFFICIENT(G pl=+/R0.1)FOR USE WITH ARAIN USE ONLY.NO ILLS SHALL BE NEARBY AREA. N ENCLOSED STRUCTURE ONLY. 51.7 49.5 48.3 47.4 46.7 63.8 59.5 57.0 55.2N S. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. HVHZ=HIGH VELOCITY HURRICANE ZONE. 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. -52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 soft +48.7 +46.5 +45.2 +44.3 +43.6 9.THIS DOCUMENT ILLUSTRATES ALOR DIGITALLY SEALED WITH LOWABLEIDES GNNG I WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE 53.9 51.7 50.3 49.4 48.7 66.5 62.1 59.4 57.6 56.1 TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 THE USE OF THESE TABLES IS OFFERED HEREIN. 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO C1--APPROVED CERTIFICATION. REFER TO ANY SEPARATELY 60 ft -54.9 -52.6 -51.3 -50 -4-9 6 - -67.8 -63.2 60.5 58.6 57.2 SUBMITTED TEST CRITERIA AND OTHER AP BONA R STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VE - OHERS°IN(A,C. CE WITH GOVERNING CODES. +50.6 +48.3 +47.0 +46 't4 ; � +50.6 +48.3 +47.0 +46.0 +45.3 il. ADHERE TO ALL LOCAL IMPACT PROTN3 NA 12. NO CERTIFICATION ISOFFERED FOR INT %STRUCTURE. - ,.,,,._ j 13. EXCEPT AS EXPRESSLY PROVIDED H t)LRO L� %IFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONEC4), EXTERIOR % , <O EAN ROOF HEIGHT MRH EXPLAINED =z O z m �n M Lt a= 10%OF LEAST HORIZONTAL DIMENSIO 4 Q ` �K. LEAST HORIZONTAL m Z n In y ,,I ; n �� O D,..,A O T z _ r�� z� m > ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BUl NOJ PEAK ROOF DIMENSION v 6)O T m �O 1j G D O�^m y D r�Z'- m D THAN 4%OF LEAST HORIZONTAL DIMENSION OR 3FT.USE Z 0'"O 3 ' .r y m ZO:0 0 r H rn HEIGHT 5 5 mm'"ncnD O�NOmO"�Z�2� mD CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN ENGINEER p mm;d 0 m c IOO FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3 p Z -NI m O 01-.-v 'I O z 0"►moi c a m_4 Z 0•_, n ROOF Z 5L4 -1Z In A-1 G)m>0;0mr�i', Orn MEAN EAVE HEIGHT O - �rz�-HO 7 C�ODZZ:��m7o6]m pa a a ROOF ROOF (MRH) NmAZ O. ^map--II(A0>MMimarmil m? HEIGHT HEIGHT WIND C O N D a,y.a a r i < MRH O O FLOW �Oin 7°mZZZmZOtnrM0 v^ 1 ( ) 5 x�� ® m�ZDOZmxDEn=T.p M„ 5 I ® C ® ® O ® p�ln 3 im�l'�il-Ol0�minfm/l J ate' PLAN VIEW pZn �Nzm O., "' qZ yn O5 \ vno (nZ;u w3lnrp„c0 0 1 COMPLEX x o� x m O m a .m 0 m �� ISOMETRIC CORNERS \ 5 5 zmms- "'�.�_� yZ DI:° mm ELEVATION a m a Ln n o s REMARKS DRWN CHKD DATE 6TH EDITION FLORIDA BUILDING CODE y� p� C �- 7� Ems-+ O INIT ISSUE GSS TSB 03/05/12 ''" E °+G 1 r\I f�.E R 1 '+Y L-,� Amo_ � m� o-m 4cz REV-ADJUSTED HEIGHTS GSS TSB 04109!122017 s r orwo� V �r REV 2014 2014-FBC- ---.DGM_TSB 06/10115 N P UPDATES,2017 FBC FLB FLB 17117 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: $ oz Ij m OR HELP FB FB 712/19 DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVE, SUITE 106 MASTER PLAN SHEET DEERFIELD BEACH FL 33442 m�� IV Dp V c'� THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, , p O .p AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT (954) 354-0660 866-396-9999 =.=i O co, o WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, "' my ASCE 7- 0 TEAM °z T+ - �- ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT m `� W © PERMITTED AND INVALIDATE OUR CERTIFICATION. 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