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Home My WebLink AboutWind Load Calculation 12018-12:07pm interni VAProjects%-Master Plan Sheet StorelWindows-Doors-ShuttersN400 Wind Charts%-ReterenceX2017 Windload Charts Relerences12017-b FBC:WIND CHART.dwq 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH�6O- `ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' E BASED ON Kd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE�4)PRESSURES EXTERIOR ZONE(�)PRESSIURES 10, (SEE BELOW) --::- 4 -INSTRUCTIONS FOR TABLE USE: (PIF)-ZONE 4 (1)IDENTIFYopf'NINGg �-(ZCLkE 4)OR EXTERIOR(ZONE 5)PER THE Mean DESIGN PRESSURES Mean DESIGN PRESSURES(PSF)-ZCINE 5 THE ZONE OF THE Ft) 3 FIGURE BELOW LEFT OR INFOR,"AgqOp &10 A Roof Trib tar Area(S F Tributary Area(Sq _:PR0VJ.D_c9g. OU-BY-OTHERS. "fight I.I. ANY QUESTIONABLJE� IIE UM,1v q EE) SI ED THE MORE CRITICAL(EXTERIOR)ZONE 401T�x ( 510 1 20 30 40 A-*; Height in 30 IDENTIFY THE BUILDING FROM THE LOWEST GROUND ELEVATION.IF -2 �50.6 �47. 45.2 43.8 42.7 -41;0 -39;3 -38.3 378, -g Q MEAN ROOF HEIGHT CANNdq tk-i -[PI ,A_ I JE PEAK(HIGHEST)ROOF HEIGHT. is ft -I VALUE. L -FOR LIE 0-15 ft +37.8 +36.1 +35.1 +34.4 +33.8 2.1. ALWAYS ROUND UPV, EIW 3[ft� & E AN%NGINEER FOR REDUCTIONS. OFIL +37.8 +36.1 +35.1 �2.2. VALID FOR ALL R00r% 3.CALCULATE THE TRIBUTARY'/k " ° RIBUTAR 5klk E.. P�E NS I UESTION AS THE GREATER OF q -49.0 -47.0 -45.5 -44.4 P, 8 39. 52.6 -42.6 40.8 -39. , I ("Ej HT 8 ft 18 ft WTH)OR THE SPAN LENGTH(HEIGMM., .qnVE WIDTH OF 1/3 THS:HEIGHT'(HEIGHT 2/3). "OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN +39.3 +37.5 +36.5 +35.7 +3S.2 ke +�q.� +31.5 +�6.s 3.1. USE THE AREA BETWEEN STRUCf00 STRUCTURAL MULLS,COLUMNS,ETC. -43.6 -41.7 -40.7 -39.9 -39.4 -53.8 -50.1 -48.0 -46.5 -45.4 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20ft 20 ft (10 SQUARE FEET)SHALL BE USED. +40.2 1+38.3 +37.3 +36.5 +36.0 +40.2 +.17.3 +36.5 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -7�5--7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft 25 ft 4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 442.1 +40.2 +39.1 +38.3 +37.7 +42.1 +40.2 +39.1 +38.3 +37.7 I&CORDANCE WITH CODE. - 5 FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF R. -47.4 -45.5 -44.3 -43.5 -42-9 -58.6 -54.6 -52.3 -50.7 -494- I.iB.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE.,USE., ft I - ..1.1�.. - _ 30 30 ft si��<"',-- �� -, •+40:6 +39.8 +39.2; -t4q.-7, t4j.A�,--':�49.6 ..."NtRAL-NOTt +43.7 �t4 'TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY-PER ASCE 7-10 -49.0 -47.0 -45.8 44.9 -443 -60.5 -56.4 -54.0 ET 355E ft 35 ftCTION 2.4.1 AND CHAPTER 30 PART I OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 .'2-DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. - ,� - WOAST CASE'CRITICAL CONDITIONS SHALL 8E ASSUMED FOR SAFE PRESSURE, -50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 3. ry TO MATCH OR BE LESS 40 ft +46.5 +44.4 +43.1 +42.3 +41.6 40 ft +46.5 1+44A +43.1 - 4r � •�} 6" " THAN THE RATED LIMITING WIND VELOCITY ABOVE. - 6 -- NEARBY AREA. 45 ft -51.7 -49.5 483 47.4 -46.7 45 ft -63.8 -59.5 -57.0 -55.2 STRUCTURE ONLY. - HVHZ==N]GH VELOCITY HURRICANE ZONEOR)WITH LOCAL BUILDING DEPARTMENT. +47.6 +45.5 +44.2 +43.3 +42.6 +47.6 +45.5 +44.2 +43.3 +42.6 6 TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 50 ft -52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 7:THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED +48.7 +46.5 +45.2 +44.3 +43.6 +48.7 +46.5 1+45.2 +44.3 ,+43.6 OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 53.9 -51.7 -50.3 49.4 -48.7 -66.5 -62.1 -5�9.4 -57.6 -56. 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASO)AS LISTED.APPLICATION OF THESE 55 it - 55 It . TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE +49.7 +47.4 +46.1 +45.2 +44.5 +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES ISO ED-HEREIN. -51.9 -52.6 -51.3 -50.3- -49.6 67.8 -63.2 -60.5 -58.6 -57.2 10 THIS SPECIFICATION DOES NOTFOEFElt-A Z-FW'913CERTIFICATION REFER TO ANY SEPARATELY 60 ftSUBMITTED TEST CRITERIA AND OTH9 TY +SO.6 +48.3 +47.0 +46.0 +4- CERTIFICATION. INFORMATION AND APPLICABILI 1+50.6 +48.3 +47.0 OF THESE TABLE VALUES WHICH IS Td Bt:-W ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT LACES. MPACT 12. NO CERTIFICATION IS OFFERED Ib 'HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVID�frl ATIFICAT]IONS OR AFFIRMATIONS ARE INTENDED. L TERIOR ZONE 4 EXT HT EXPLAINED LEAST HORIZONTAL c LA m En z En a -IqQjg an DIMENSION m. 't1 m, onjo �04 10%OF LEA DI NSION OR-400i.OjK'ROOF C)Z Xm' C z ST HORIZONTAL ME PEAK ROOF z 6m >(AIA2w X-n Z�N 3HT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 C5 it mm 0 t4 0,xq�=,r 2 M20 /pL IZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. in 7?0>).z v F m in MEAN vi M r-z-j >m> O;o G1 to m suLT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF ROOF 5 4 =02�10>2.70-0 xi m --I-�z M 0 G)In 7j-4:K L4 6-) 0 n LURED. -MEANe-,-, EAVE HEIGHT -I z m-m>>t3 - -4> > ROOF -0>>2O-0),;z In -n 0 HEIGHT i a ROOF)L�j Ln U a m U n Z G)G)tm U3 --A r HEIGHT H"= 0 z m 90CSS otn�m* 0'a �r)M7>2rn > 0 ia 4a C: LU C=) -V z _A VIEW 4 *Z>;O-IZ In 0 M C111 40 \ZV a PLAN�I ��o z 0 m ___ \ r->4z�,00 2;. m > a OC v;,o cl m-> (A m > COMPLEX ,x I: Z (A -n co om xm U-1 In M C, In 0 ISOMETRIC CORNERS th 0 U ELEVATION El a thtv, C:) o REMARKS DRWN CHKI) DATE > )NIT ISSUE GSS T5B .3,,,,,2,6TH EDITION FLORIDA BUILDING CODE ENGINEERING! Ace, �YR 0 REV-ADJUSTED HEIGHTS GSS TSB 04109112 2017 EXPRESS 0 .0 0 REV 2014 RED DGM TSB 06110115 TI 3 ER 0 0 EUPDATES.2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPT .m..T..1r.c.: DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12thAVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 MASTER PLAN SHEET THIS DOCUhMN7 IS THE PROPERTY OF ENrINEEIUM EXPRESS. P:(954)354-0660 F:(954)354-0443 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT OF AUTH 49885 (:D --4 WRITTEN CONSENT OF Dr4NEERNG EXPRESS.ALIERATIONSCERT OTHER MARVJNGS TO 7HIS DOCUMENT ARE NOT E:HELLO@ENGINEERINGEXPRESS.COM �n 1" :0 -0 AS 7- 10 V, AMMONS,OR m . peRmITIED AND wvALwATE OUR cWTIFICATIC& EN G I N E E RI N G EX P RE S S.CO co .01 M F