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Home My WebLink AboutDESIGN LOADS FOR COMPONENTS & CLADDING01/09/2018 - 1:17pm lateral VAPmjects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Chartsl_Reference12017 Windload Charts References12017_b FBC WIND CHART.dwg 61h EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 170 MPH MRH > 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE'D' BASED ON Kd=0.85 ENCLOSED STRUCTURE, FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZOW*PRESSURES 1 EXTERIOR ZONE(JPRESSURES (SEE BELOW) Mean DESIGN PRESSURES (PSF)- ZONE 41 Roof Area of Opening (So , Height 10 20 1 30 -54.9 -54.9 -53.7 1 40 -52. r 61-70 ft +54.9 +54.9 +53.0 + 61 -60.3 -60.3 -59.0 (58. � 120 ft 70 +60.3 +60.3 +58.2 56.7 +55.5 -64.0 -64.0 -62.7 -61.6 -60.8 170 k +64.0 +64.0 +61.8 +60.2 +59.0 -65.9 -65.9 -64.5 -63.4 -62.6 200 ft +65.9 +65.9 +63.6 +61.9 +60.7 -67.0 -67.0 -65.6 -64.5 -63.6 220 ft +67.0 +67.0 1 +64.6 1 +63.0 1 +61.7 -68.0 -68.0 -66.6 -65.5 -64.6 240 ft +68.0 +68.0 +65.6 +63.9 +62.6 -68.S -68.5 -67.0 -65.9 -65.1 250 ft +68.5 +68.5 +66.1 +64.4 +63.1 -68.9 -68.9 -67.5 -66.4 -65.5 260 ft +68.9 +68.9 +66.5 +64.8 +63.5 -69.4 -69.4 -67.9 -66.8 -65.9 270 ft 280 ft I +69.8 I +69.8 I +67.4 I +6..7 I +64.3 290 k I +70.3 I +70.3 I +67 8 +66. Mean I DESIGN PRESSURES IPSF)-ZONES i Ignt 10 1 20 1 30 40 1 50 ft -100.6 -100.6 -95.5 -91.9 -89.0 -70 +54.9 +54.9 +53.0 +51.6 +50.5 -110.5 -104.9 -100.9 -97.8 120 ft +60.3 +60.3 +60.3 +58.2 +56.7 +55.5 -117.4 -117.4 -111.4 -107.2 -103.9 170 ft +64.0 +64.0 +61.8 +60.2 +59.0 -120.8 -114.6 -110.3 -106.9 200 ft-120.8 +65.9 +65.9 +63.6 +61.9 +60.7 220 ft -122.8 -122.8 -116.5 -112.1 -108.7 240 ft -124.7 -124.7 -118.3 +68.0 +68.0 +65.6 250 ft -125.5 -125.5 -119.2 +68.5 +68.5 +66.1 260 ft -126.4 -126.4 -120.0 1. IDENTIFY THE ZONE OF THE OP NING SOR{Z NE 4) OR EXTERIOR (ZONE S) PER THE URE BELOW LEFT OR INFO ORP OVIDEDIT , HERS. 5. ANY QUESTIONAB OP TOLE DNS ,HERS MORE CRITICAL (EXTERIOR) ZONE IDENTIFY THE BUILDING M A ERA F T FROM THE LOWEST GROUND ELEVATION. IF 7HE MEAN ROOF HEIGHT CA TrppEl - F D,IU TH PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP OOFilE1G d0 N LE VALUE. 2. VALID FOR ALL R00 S E$`f+1R!SLOP Q� EE AN ENGINEER FOR REDUCTIONS. U 3. CALCULATE THE TRIBUTA, 0 N N'$U SDON AS THE GREATER OF (HEIGHT' DTH) OR THE SPAN LENGTH (HEIG N G,fIVE WIDTH OF 113 THE HEIGHT (HEIGHT / 3). 3.1. USETHE AR EA BETWEEN STRUCT LLLLLL OPENINGS ONLY -THIS INCLUDES AREAS BETWEEN m U STRUCTURAL MULLS, COLUMNS, EFC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST _1 (10 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. 14J READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY llliT CCORDANCE WITH CODE. S. FOR SFTUATIONS 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. IF/TABLES ARE TO BE USED IN CONFORMANCE WITH 'ALLOWABLESTRESS DESIGN METHODOLOGY' PER ASCE 7-10 9CIT014 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. VORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. ®A01. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS " THE RATED LIMITING WIND VELOCITY ABOVE. 3, TOPOGRAPHIC FACTOR K =1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpl=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. +68.9 +68.9 +66.5 1 +b4.8 I +bS.S I HVHZ = HIGH VELOCITY HURRICANE ZONE. -127.2 -127.2 -120.8 -116.2 -112.6 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 270 ft +69.4 +69.4 +67.0 +65.3 +63.9 8. THIS DOCUMENT IS ONLY VAUD WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -128.0 -128.0 -121.5 -116.9 -113.3 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE 280 ft TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE +69.8 +69.8 +67.4 +65.7 +64.3 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR t -128.8 +70.3 __ -128.8 +70.3 -122.3 +67.8 -117.6 +66.1 -114.0 +64.7 APPLICABILITY OF THE USE OF THESE 10. THIS SPECIFICATION DOES NOT�,QE�ER-ANY(EROD SUBMITTED TEST CRITERIA AND OTHER?(PPROVPAIELTLOi1FRVTESIGW OF OFTHESE TABLE VALUES WHICH IS TMI9EVERI TABLES IS7t3F EU"EREIN, PPA - CERTIFICATION. REFER TO ANY SEPARATELY AL INFORNOg6-Tfl,10N AND APPLICABNTY ERY A ANCE WITG NING CODES. a= 30 % OF LEAST HORIZONTAL DIMENSION OR 40 % OF-MEWROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN a 4a-1 ROOF HEIGHT 5 ®�� 5 a ® S 1 ELEVATION a H O $ =ADJUSTEDHEIGHTS DRAIN CHKD DATE O GSS TSB 03/05/12 m 3 GHTS GSS TSB 04/09/12 DGM TSB 06/10/15 FLB FLB 12/17 z rn V it 1M500UEIDR G TIEPPOPERIYOF EEDWGIX HOVI O � �/EDSNNC NOT BE RE PNOVOEON MOLEOR ALTE WI DNS. VIRInENCONGEMOF ENGINEEPEGE%PRESS. PLTER4TION5, dT P00mUT ONS OROTHER MPApN STOmIsM0L ENTARE NOT 13. EXCEPT AS 3HT EXPLAINED LEAST HORIZONTAL a to z i z N O TO ,T., mz GIOXF DIME PEAK ROOF HEIGHT 5 5 ymi01m3DTn ut xm Oa Oml Dm mNm�D2O� ROOF 5 4 ZOz�ODimin EAVE HEIGHT rm�1 Dy z m m m j D ROOF ODDz O^O z O c HEIGHT E� r'iI o n ,Z., Gl Zr�7+OOz`j 4 O f 4 c1z O;,0 �.'T)ojw PLAN VIEW Cyz COMPLEX \� oTra In mmpyrzal eA ISOMETRIC CORNERS 5 5 p �' y o u D a 6TH EDITION FLORIDA BUILDING CODE In 0 In Z U 6n9 FIT � �0_qDr ® ymp 9.0a : >� O EA FTI mot r- 1 � 2017 EXPRESS® ASCE 7-10, CHAPTER 30 arrePOR„a �^=E DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, SUITE 106 MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 P: (954) 35"660 F: (954) 354-0443 AC 1 O CERTOFAUTH09885 E: HELLO@ENGINEERINGEXPRESS.COM J 1 ENGINEERINGEXPRESS.COM AREINTENDED. [- o 0 O i rn FA 00