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Home My WebLink AboutDS93432 20-413 60ft - Exp C - 0.85 - 170mph(1) 12/30/2020-10:48am gabriel C:\Users\gabriel\Engineering Express\Production-Documents\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Resources\2020 FBC\20-400 Series C-C Wind Charts.dwg 7th EDITION FLORIDA BUILDING CODE (2020) ASCE 7-16 WIND VELOCITY = 170 MPH MRH <-60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING 'ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE 'C' BASED ON Kd=0.85 NOTTO BE USED OR MATCHED WITH'LRFD'OR'ULTIMATE'DESIGN LIMITING PRESSURES MRH=MEAN ROOF HEIGHT ENCLOSED STRUCTURE,FLAT TERRAIN WIND VELOCITY IS Vult INTERIOR ZONEW PRESSURES 1 EXTERIOR ZON PRESSURES 1 INSTRUCTIONS FOR TABLE USE: COPIES NOT VALID FOR PERMIT Mean DESIGN PRESSURES PSF n- �--� DESIGN PRESSURES PSF -Z 5 � 1. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 44.'�OR EXTERIOR(BUILDING CORNER,ZONE 5)PER THE 2 URE BELOW LEFT OR INFORMATION PROVIDED TO YOU BY OTHER Roof Tributary Area(Sq Ft f Tributary Area(Sq Ft) 1. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE 5. IDENTIFY THE BUILDING MEAN(AVERAGE)ROOF HEIGHT FROM THE LOWEST GROUND ELEVATION.IF THE MEAN Height 10 20 30 40 ight 10 20 30 40 50 ROC F HEIGHT CANNOT BE IDENTIFIED,USE THE PEAK(HIGHEST)ROOF HEIGHT. 2.1. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE. 0-15 ft -41.0 -39.3 -38.3 -37.6 0- -15 ft -50.6 -47.2 -45.2 -43.8 -42.7 2. VALID FOR ALL ROOF SLOPES.SLOPES<10°,SEE AN ENGINEER FOR REDUCTIONS. +37.8 +36.1 +35.1 +34. ~ o +37.8 +36.1 +35.1 +34.4 +33.8 CALCULATE THE TRIBUTARY AREA OF E OPENING IN QUESTIO THE GREATER OF(HEIGHT WIDTH)OR THE SPAN LENGTH(HEIGHT)*AN EFFECTIVE TH OF 1/3 THE HEIGHT GHT2/3). -42.6 -40.8 -39.8 -39.1 -52.6 -49.0 -47.0 -45.5 -44.4 3.1. USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL 18 ft a 18 ft MULLS,COLUMNS,ETC. �� +39.3 +37.5 +36.5 +35.7 +35.2 > +39.3 +37.5 +36.5 +35.7 +35.2 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST LU (10 SQUARE FEET)SHALL BE USED. -43.6 -41.7 -40.7 -39.9 -39.4 Z -53.8 -50.1 -48.0 -46.5 -45.4 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 0 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. w 4QREAD OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN -45.7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 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 REQUIO EMENTS W TH LOCAR SITUATIONS THAT L MUNII IPALITY PR OBR TO TABLE USE LE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd -47.4 -45.5 -44.3 -43.5 -42.9 o -58.6 -54.6 -52.3 r.79iQ NERAL NOTES: 30ft +43.7 +41.8 +40.6 +39.8 +39.2 J o 30ft +43.7 +41.8 +40.6 THI OCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEAL OR DIGITALLY SEALED WITH DATE-GEOGRAPHIC AREA&PERMITTEE LIMITATIONS. -49.0 -47.0 -45.8 -44.9 -44.3 Q w -60.5 -56.4 -54.0 2. T LESARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-135 ft ^ 35 ft SE N2A.1ANDCHAPTER 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 3. ESIGN IS BASED ON THE ULTIMATE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPE ED. 'WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR DETERMINING PRESSURE RATINGS. -50.4 -48.3 -47.1 -46.2 -45.5 a -62.2 -58.0 -55.6 ASCE 7-16 RISK CATEGORY IS INDEPENDENT OF THESE RESULTS.FIND RISK CATEGORY VELOCITY TO BE LESS 40 ft O `� 40 ft THE RATED LIMITING ULTIMATE WIND VELOCITY REFERENCED ABOVE. +46.5 +44.4 +43.1 +42.3 +41.6 06 +46.5 +44.4 +43.1 1 11 4.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 Z 63.8 59.5 57.0 55.2 53.8 5. INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)-FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 6. VERIFY USE OF Kd(DIRECTIONALITY FACTOR REFERENCED ABOVE)WITH LOCAL BUILDING DEPARTMENT. 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 W z 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 7. HVHZ=HIGH VELOCITY HURRICANE ZONE(BROWARD&DADE COUNTIES). (D 8. TABLES ARE FOR VERTICAL SURFACES ONLY&FOR ALL ELEVATIONS ABOVE SEA LEVEL(Ke=1.0). -52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 9. THIS MASTER PLAN SHEET IS GENERIC IN NATURE AND DOES NOT SERVE AS A SITE-SPECIFIC DOCUMENT. soft a SO ft 10. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE +48.7 +46.5 +45.2 +44.3 +43.6 +48.7 +46.5 +45.2 +44.3 +43.6 O z TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED -53.9 -51.7 -50.3 -49.4 -48.7 U S2 -66.5 -62.1 -59.4 -57.6 -56.1 AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS OFFERED HEREIN. 55 t +49.7 +47.4 +46.1 +45.2 +44.5 0 55 t +49.7 +47.4 +46.1 +45.2 +44.5 11. THIS SPECIFICATION DOES NOT OFFER ANY PRQ&ff#2 RE' DVVEND CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER AP GN STALLATION INFORMATION AND APPLICABILITY OF 60 ft -54.9 52.6 -51.3 -50. ft -67.8 -63.2 -60.5 -58.6 -57.2 THESE TABLE VALUES WHICH IS TO BE VE BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. +50.6 +48.3 +47.0 +46.0 +45.3 +50.6 +48.3 +47.0 +46.0 +45.3 12. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 13. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 14. EXCEPT AS EXPRESSLY PROVIDED H%F.IN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. vz a bbr., o z INTERIOR ZONE 4 EXTERIOR CORNER ZONE 5 & MEAN ROOF HEIGHT MRH EXPLAINED T (D po "A °°zam cI a= 10%OF LEAST HORIZONTAL DIMENSIONL�%OF MEAN z�7 D IL 3< T� LEAST HORIZONTAL O O Cp r �DO ROOF HEIGHT(MRH) WHICHEVER IS SMALLER,BUT NOT LESS DIMENSION D n p rn A p v!!Tw, r.3>4 PEAK ROOF G ° DOrnm THAN 4%OF LEAST HORIZONTAL DIMENSION OR 3FT. -,z O C C D m m m Z n CO M-i-<D D cn m °Ln� USE CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN HEIGHT 5 5 rn rn 3 A p (JI o 0IA D m 0 0-m z�m F m 70 nT m z i--i pp�`zmc �r mD0 ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3 z=3 N V,>m Z 3 Z o g z mo E,G °y O ROOF 5 ® �z0��0�. m�-H0NZFIN 0OOGlvin , Om< MEAN EAVE HEIGHT R' m z i D z- n J0 D a a ROOF ROOF MRH) D gyp, °pZ0 oznr�Gv�m �0H Digitally signed rn o-n A zm D. 0 9 Y J HEIGHT HEIGHT WIND S o O 6 m w m y m O D m<p ' �OY �w«^"` by Frank (MRH) O O FLOW c oo v m >m z 3 F<F v�-n �rv,toWPIESOFT. FE. 5 I 0 1 5 0 = ■ ■ m R°" m F) mmo = ,= Bennardo 5 {Ln N N Z ° v z' y D �rv6meaeos arveo ® +(a ® O�� D�zm ��mcT Date: I-Mv Eo onMlk oy�c a OO PLAN VIEW p�P zm(A<rN z�mm° Dvn� 2021.08.05 Q COMPLEX =0� oo mrmm 003 ELEVATION a a ISOMETRIC CORNERS 5 5 zms• ■ ¢°, °m m mm 13:58:45-04'00' m CL > r1jCD o REMARKS FB FBKD DATE 7TH EDITION FLORIDA BUILDING CODE ENGINEERING 5 > D �` _0 r O a INIT ISSUE FB FB 12/2020 o r rn m 2020 _XPRESS° § O v m \ A� - p m z w m W z ASCE 7-16, CHAPTER 30 CORPORATE OFFICE: A zm CDT z 1z m DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVE, SUITE 106 z� „m \ nz 0 MASTER PLAN SHEET p m z" IV > THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, FIELD BEACH, FL 33442 Z A LFAND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 0 A O ID-0 x (954) 354-0660 866-396-9999 Nj GO WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, m m ADDITIONS,OR OTHERMARKINGSTOTHISDOCUMENTARENOTASCE TEAM@ENGINEERINGEXPRESS.COM A Z v 0 Ln OPERMITTED AND INVALIDATE OUR CERTIFICATION. 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