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HomeMy WebLinkAboutSchedule D0710112019 - 5 Plan Sheet S1orelVVlndows-Doors-Shutters1400 Wind Charlsl_Reference12017 Windload Charts References12017_d FBC WIND CHART.dwg 6`n EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 MRH > 60- 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING WIND VELOCITY = 180 MPH 'ASD' ISALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSU R E V BASED ON Kd - 0.85 NOT TO BE USED R TCHED WITH T FD' O 'U T MRH = MEAN ROOF HEIGHT ZON PRESSURES EXTERIOR ZONE`5 PRESSURES I;' ENCLOSED STRUCTURE, FlATTERRA]N (SEE BELOW) INSTRUCTIONS FOR TABLE USE: I Mean DESIGN PRESSURES (PSF - ZONE 4 Roof Area of Opening (Sq F Height 10 ^mm20 3D 40 50 -61.5 -61.5 -60.2 -59.2 -58.5 61-70 ft +61.5 +61.5 +59A +57.8 +56.7 -67.6 -67.6 66.2 -65 1 -64 2 120 ft +67.6 I +67.6 -71.8 +65.2 +63.5 +62.2 -71.8 -70.3 -69.1 -68.2 170 ft +71.8 +71.8 +69.3 +67.5 +66.1 -73.9 -73.9 -72.3 -71.1 -70.2 200 ft +73.9 +73.9 +71.3 +69.4 +68.0 -75.1 -75.1 -73.5 -72.3 -71.3 220 ft +7S,1 +75.1 +72.5 +70.6 +69.1 -76.2 -76.2 -74.6 -73.4 -72.4 240 ft +76.2 +76.2 +73.6 +71.7 -73.9 +70.2 -76.8 -76.8 -75.2 -72,9 250 ft +76.8 +76.8 +74.1 +72.2 +70.7 -77.3 -77.3 -75.7 -74.4 -73.4 260 ft +77.3 +77.3 +74.6 +72.7 +71.2 -77.8 -77.8 -76.2 -74.9 -73.9 270 ft +77.8 +77.8 +75.1 +73.2 +71,7 -79.3 -78.3 -76.7 -75.4 -74.4 280 ft +78.3 +78.3 +75.6 +73.6 +72.1 -78.8 -78.8 -77.1 -75.8 -74.8 290 ft +78.8 +78.8 +76.0 +74.1 +72:6 4 1. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (.ZONE 4) OR EXTERIOR (BUILDING CORNER, ZONE 5) PER THE FTGURE BELOW LEFT OR INFORMATION PROVIDED TO YOU BY OTHERS:; - 2tI ANY QUESTIONABLE OPENINGIIS TO B&CONSIDFRED TH£'FI6RE CRITICAL (EXTERIOR) ZONE 5. . IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT FROM THE LOWEST GROUND ELEVATION. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE. 33.2. VALID FOR ALL ROOF SLOPES) FOR SLOPES <101, SEE AN ENGINEER FOR REDUCTIONS. . CALCULATE THE TRIBUTARY AREA OFITHE.OPENING IN QUc5TWN AS THE GREATER OF (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) * AN EFFECTIVE WIDTH OF IJ3 THE HEIGHT (HEIGHT ] / 3). 3.1. USE THE AREA BETWEEN STRUCTURAL OPEPIINGS:ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC, 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST {14 SQUARE FEET) SHALL BE USED, 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. E. 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. GENERAL NOTES: 1-. -TABLES ARE TO BE USED IN CONFORMANCE WITH (ASD) "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7.10 SECTJON 2.4.1 AND CHAPTER 3C PART i OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2.. DESIGN IS BASED ON THE 3 SECOND GUST {WIND VELOCITY) FOR THE WINO VELOCITY & EXPOSURE SPECIFIED. 'WORST CASE' CRITICAL CONDITIONS 5HALL BE ASSUMED FOR SAFE PRESSURE RATINGS, 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN THE RATED LIMITING WIND VELOCITY ABOVE, 3. TOPOGRAPHIC FACTOR Kzt-1.0 FOR FLATTERRAIN USE ONLY, NO HILLS SHALL BE NEARBY AREA. 4. TNTERNAL PRESSURE COEFFICIENT (GCPl=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE, 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY, 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 6. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE 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 THE USE OF THESE TABLES IS OFFERED HEREIN. 10. THIS SPECIFICATION DOES NOT OFFER ANY PROi77,I�CT- APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS rOA 5FESIGN..& INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VEFUFIED- BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM .OR©INANCES. 12. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 13, EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, O�i Vn - r1 o- O O m n z z INTERIOR ZONEC4), EXTERIOR CORNER ZONE ); MEAN ROOF HEIGHT (MRH) EXPLAINED Ln � -H �, ro 0 Wv 7 -L 0 m z a 0'0 fo.o 'G Z Z �-mmZ p -yI.{ --]. o -- o - In m U)n-71 A OS�maN� r��N -4 --1 a= 10 /o OF LEAST HORIZONTAL piMENSIDN OR 40/o OF MEAN LEAST HORIZONTAL z D p O pF -H z rn N S c1 q p m.y M 0-4 ROOF HEIGHT (MPH), WHICHEVER IS SMALLER, BUT NOT LESS 41PED EAK ROOF DIMENSION F R �7 m 00 75 0 n C a n o U m u n r v Z m THAN 4 % OF LEAST HORIZONTAL DIMENSION ORHEIGHT 5 5 � z n ° n n � -' - G 0) umi z A o � G1 mz Y r ' m CORNER ZONE 5 [FAT ALL IN QUESTION. CONSUIn Q V) Z O� ~ c1 z p O n o O y w Z -4 m FOR A MORE SPECIFIC INTERPRETATION IF REQUMEAN 2 3 C) ImJ1 -I m O i o a o g 3 rn 2 O W n ROOF 5 ®=zzzm ��n��m�opmAy o� MEAN HEIGHT �rz� O a �2apAyZ:{,rrnM0 pn Un a ROOFF MRH) \ Ln m a �• rn m G1a rn-1 m z m z WIND mHEIGHTOFLOW Om z Z r 1n{Mt 5 m>yDOZ-min,E� \ O pin , _�rnpmq'V�PLAN VIEW \4 z�^ �vGmirnmm0OMETRIC COMPLEX \ p Gv ■ m m= N z D m m ELEVATION �/ CORNERS 5 5 mn m� N a Rr N 4, Mean 2; DESIGN PRESSURES (PSF) - ZONE 5 .Roof Area of opening (Sq FtjU Height 10 20 30 40 50 -112.8 -112.8 -107.1 -103.0 -99.8 61-70 ft +61.5 +61.5 +59.4 +57,8 +56.7 -123.9 -123.9 -117.6 -113.1 -109.6 120 ft +67r6 +67.6 +65.2 +63.5 +62.2 131.6 -131.6 -124.9 -120.2 -116.5 170 ft +71.8 +71.8 +69.3 +67.S +66.1 -135.4 -135.4 -128.5 -123.6 -119.8 200 ft +73.9 +73.9 +71.3 +69.4 +68.0 -137.7 -137.7 -130.6 -125.7 121.8 220 ft +75.1 +75.1 +72.5 -+70.6 +69.1 -139.8 -139.8 -132.6 -12T6 -123.7 Z40 ft +76.2 +76.2 +73.6 •. +71 7 +70,2 -133.6' 128.5'-124.6 -140.8 -140.8 250 ft +76.8 +76.$ +74A +72.2 ' 70.7 -141.7 -141.7 -134.5 -129.4 -125.4 260 ft . +77.3 +77.3 +74.6 +72.7 +71.2 -14216 -142.6 -135.4 -130.2 -126.2 270 ft +77.8 +77.9 +75.1 +73.2 +71.7 -143.6 -143.6 -136.2 -131.1 -127.D 280 ft +78.3 +78.3 +75.6 +73.6 +72A -144.4 -144.4 -137.1 -131.9 -127.8 290 ft +78.8 +78.9 +76.0 +74A +72.6 (A D O `o'CD REMARKS ❑RWN GHKD DATE 6TH EDITION FLORIDA BUILDING CODE `:__III a a1: o mn o m [NIT GSS TSB 03/05/12 m_ ] O 1 % D Z } o zr REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06710115 U) m G. 1 ! - O UPDATFS,201TFBC FLB FLB 12117 2 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: o az �m I1 m DESIGN LOADS FOR COMPONENTS &CLADDING 1 i]0 SW 12th AVE, SUITE 106 y m �z mI\ =z OR HELP FB FB 712119 V MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 o `" n r n z am N aD THIS oocuasENrlsTHE PROPERTY OPENGwEERwcEXPRESS, p n 9 AND SHA LNOTEEREPROoucEDINWH0LE0RPARTWRHa1T WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, (954) 354-0660 866-396-9999 I�Tn°� m " .o c� " �` m ADDFTION5.OROTHERMARKINGSTOTHISDOCUMENTARENOT ASCE 7 O TEAM@ENGINEERINGEXPRESS.COM °z r0 r-L ; �� 1 m PERMIFFED AND INVALIDATE OUR CERTIFICATION. 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