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Home My WebLink About Engineering 07/01/2019-6:02pm Talyssa V:\projects\_Master Plan Sheet Store\Window5-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017_d FBC WIND CHART.dwg 61h EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 `ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING WIND VELOCITY= 170 MPH MRH >60' ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE 'D' BASED ON Kd=0.85 �TCHED WITH TENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE(4�PRESSURES EXTERIOR ZONC�5 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 _ Nf 4 R EXTERIOR(BUILDING CORNER,ZONE 5)PER THE 2 Roof Area of Opening(Sq f Area of Opening(Sq Ft 3 URE BELOW LEFT OR INFORMATION P OU p g L J 1. ANY QUESTIONABLE OPENIN F SID D T RE CRITICAL(EXTERIOR)ZONE 5. Height 10 20 30 40 ]ght 10 20 30 40 0 IDENTIFY THE BUILDING MEAN(AVE , 1 LOWEST GROUND ELEVATION.IF THE MEAN 10,F HEIGHT CANNOT BE IDENTIFIED,U E EA F HEIGHT. -54.9 54.9 -53.7 -52. 100.6 -100.6 -95.5 91.9 -89.0 2.1. ALWAYS ROUND UP ROOF HE til -ABL iE. 61-70 ft k-70 ft <^'�,2. VALID FOR ALL ROOF SLOPES F 0°, NGINEER FOR REDUCTIONS. +54.9 +54.9 +53.0 +51. ~: a +54.9 +54.9 +53.0 +51.6 +50.5 V CALCULATE THE TRIBUTARY AREA O ENI IN Q THE GREATER OF(HEIGHT'WIDTH)OR THE 60.3 60.3 59.0 58.0 �57? -110.5 -110.5 -104.9 -100.9 -97.8 SPAN LENGTH(HEIGHT)-AN EFFECTIVE T, FY GHT 2/3). 120 ft 120 ft 3.1. USE THE AREA BETWEEN STRUCTU _E Q LY-THIS INCLUDES AREAS BE STRUCTURAL +60.3 +60.3 +58.2 +56.7 + +60.3 +60.3 +58.2 +56.7 +55.5 MULLS,COLUMNS,ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST SHALL BE USED. 170 ft 64.0 64.0 -62.7 -61.6 60.8 170 ft -117.4 -117.4 -111.4 -107.2 -103.9 3.3.0 SQUARE QALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS +64.0 +64.0 +61.8 +60.2 +59.0 +64.0 +64.0 +61.8 +60.2 +59.0 THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 65.9 65.9 64.5 63.4 62.6 -120.8 -120.8 -114.6 -110.3 -106.9 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN 200 ft 200 ft ACCORDANCE WITH CODE. +65.9 +65.9 +63.6 +61.9 +60.7 +65.9 +65.9 +63.6 +61.9 +60.7 REQUIREMENTS5. FSITUATIONS THAT LOCAL REQUIRE MUNICIPALITY P TABLE VALUES RIOR TO TABLE UREUNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd 220 ft r67 -67.0 -65.6 -64.5 -63.6 220 ft -122.8 -122.8 -116.5 -112.1 - 08a GENERAL NOTES: +67.0 +64.6 +63.0 +61.7 +67.0 +67.0 +64.6 _ 6 7 S ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 -68.0 -66.6 65.5 -64.6 124.7 -124.7 -118.3 -• 1 1 r- S[i- N'2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. 240 ft 2{ IGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. 240 ft +68.0 +65.6 +63.9 +62.6 +68.0 +68.0 +65.6 + ,_ iCASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. C1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS THAN 68.5 67.0 -65.9 65.1 250 ft -125.5 -125.5 -119.2 -• 4. 1 �QGRAPHIIMITING WIND C FACTOR Krt 1 OOCITY FOR LA ABOVE.TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. 250 ft +68.5 +66.1 +64.4 +63.1 +68.5 +68.5 +66.1 1 4. dNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. -68.9 -67.5 -66.4 -65.5 260 ft 126.4 -126.4 -120.0 115.4 - HVHZ=HIGH VELOCITY HURRICANE ZONE. 260 ft +68.9 +66.5 +64.8 +63.5 +68.9 +68.9 +66.5 +64.8 +63.5 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 -67.9 -66.8 -65.9 270 ft -127.2 -127.2 -120.8 -116.2 -112.6 8. THISOR DOC ME TIS ONLY LID WITH AN PONDORIGINALNG SIGMA URE&RAISED SEALED +69.4 +67.0 +65.3 +63.9 +69.4 +69.4 +67.0 +65.3 +63.9 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE 69.8 69.8 68.4 67.2 -66.4 128.0 -128.0 -121.5 -116.9 -113.3 TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED 280 ft 280 ft AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF +69.8 +69.8 +67.4 +65.7 +64.3 +69.8 +69.8 +67.4 +65.7 +64.3 THE USE OF THESE TABLES IS OFFERED HEREIN. 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO CT-A OVED CERTIFICATION. REFER TO ANY SEPARATELY 290 ft -70.3 -70.3 1 -68.8 -67.6 6tL8 -128.8 -128.8 -122.3 -117.6 -114.0 SUBMITTED TEST CRITERIA AND OTHER AP R0 STAILATION INFORMATION AND APPLICABILITY OF • ft THESE TABLE VALUES WHICH IS TO BE VE _ OTH'�t-VS N AGC_• CE WITH GOVERNING CODES. +70.3 +70.3 +67.8 +66., �, / +70.3 +70.3 +67.8 +66.1 +64.7 11. ADHERE TO ALL LOCAL IMPACT PRO - A _ 12. NO CERTIFICATION IS OFFERED FOR i; IN STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED H _ 0, i,A- FICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE(4), EXTERIOR _�• -, 10`N EAN ROOF HEIGHT MRH EXPLAINED __z co z = a=10%OF LEAST HORIZONTAL DIMENSIO �N LEAST HORIZONTAL z D mn N O n d z [ I - n t� ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BU PEAK ROOF DIMENSION 70 C7��O 3 p n G D o U m N>! m Z m m THAN 4%OF LEAST HORIZONTAL DIMENSION OR 3FT.USE HEIGHT 5 5 -0 m n rn c>3 0 En 6-0 0 m O T M�Z>m -V, CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN ENGINEER 7a rn C7 N 3 O��, GT Z 0 n 0 0 z w Z-4 m FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3j'�O 0Lm.-J M O v p D 0 w O p Z::4 Z 0.= o> MEAN EAVE HOEGHTT 5 O � 'n r_zr~M00 p, N50OD my�,M;v4)S NO a a ROOF ROOF (MRH) 7O r^Q, 1tnOa�rn=mZm �z -u 0 HEIGHT WIND C O >- fa n a m r ftl S f 1 HEIGHT FLOW �Otn x In G)Mzzz z¢°ut r r'-1 , Do Al 1 (MRH) O O =A� m>>>OZmi=T-O ni, � Q 5 _<ND 7°- Z�yt00>m�ZUmi Q> m ® ® ® �cl \ 4 �Z0, ��ZmD�O�°�ADZ n� n (D 5 5 ay OO PLAN VIEW vn� rn2Om o3mmco D N� 1 COMPLEX =o� u'z A o' m >..M o m `� ISOMETRIC CORNERS \ 5 5 0m ■ r°M,�_,T rn z y Re m^ CID ELEVATION a m CL 21 N In y" y o o REMARKS DRWNCHKD DATE 6TH EDITION FLORIDA BUILDING CODE Cyr ' D O -z INIT ISSUE GSS TSB 03/05/12 ,QV G@ ��'N�7�� M m 3 = REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 `V EXPRESS < REV 2014 FBC DGM TSB 06/10/15 1 - ASCE 7-10 CHAPTER 30 ° B FLB 12/17 CORPORATE OFFICE: m F'-i �m u) 4 UPDATES,2017FBC FL OR HELP FB FB 7/2/19 DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVE, SUITE 106 nz MASTER-PLAN-SHEET- -- --- -- BEACH--BEACH-,_FL_334_42_z_m >o ,r I c7 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PARTWITHOUT 7 1 (954) 354-0660 666-396-9999 m �O p �, a WRITTEN OR OTHER ENGINEERING EXPRESS.ALTERATIONS. ASCE / - .LO . aoomoNs,oROTFERMARKINGsfo THIS DOCUMENT ARE NOT TEAM@ENGINEERINGEXPRESS.COM Z .F^^` Lnin ( 0 PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM W m