HomeMy WebLinkAboutWind Load Calculation 03/13/2017-2:24pm masonb V:\Projects\-2014-MPSV400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current)Gordon.dwg
51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH :5 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ON Kd=0.85
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE:
Roof Tributary Area(Sq Ft -- Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO THE'WORST CASE'PRESSURES.'WORST CASE'IS
t 10 15 20 25 30 3 - 40. eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITICAL CON�A'-OF KNOWN VARIABLE AS DESCRIBED BELOW.
_ USE OF CRITICAL CONDITIONS REQUIRED F ITH THESE TABLES.
41.0 -40. -39.3 -38.7 -38.3 -3 -50.6 -48.6 47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID ONLY FOR BUILDINGS OF` 'ROOF HEIGHT AS LIMITED ABOVE.
0-15It +37.8 +36.8 +36.1 +35.5 +35.1 + 0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 3 TABLES VALID FOR ALL ROOF TYPES&SLOPES.APPLICABLE REDUCTIONS FOR ROOF SLOPES
LESS THAN 10°SHALL 1315 PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION.
16 ft -41.6 -40.5 -W. -39.3 -38.8 -3 3 16 ft -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4,IDENTIFY THE BUILDING.MEAN(AVERAGE)ROOF HEIGHT,IF THE MEAN ROOF HEIGHT
+38.3 +37.3 +36.6 +36.0 +35.6 + + +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFIED yU�SE THE PEAK ROOF HEY6HT.
-42.1 -41.1 -40.3 -39.8 -39.3 -38.9 .0 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 5. ALWAYS ROUND UP`7�C VHEIGHTS TO NE LE VALUE OR CONSERVATIVE ASSUMPTION.
17 ft ` 17 ft 6.CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION(HEIGHT WIDTH)OR
+38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 + .-+34.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.71 THE SPAN LENGTH(HEIGHT)MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT'/3).USE THE AREA BETWEEN STRUCTURAL
18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL
-43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
19 ft +39.7 +38.7 +37.9 +37,4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
20 ft -43'6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 20 ft -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
+40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
-44.0 -42.9 d2.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -09.5 -08.5 -=47A_ -46.4 -45.8 8•READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
_ MUNICIPALITY IN ACCORDANCE WITH CODE.
21 ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 +311161 -+31_. +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
22 ft
44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft -54.9 -52.7 -51.2 -5 1- - {" :8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
+41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 1+37.0 1+36.7 +41.0 +39,9 +39-1 +' 8: 37.0 +36.7 1GENERAL NOTES'
23 ft -44'9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 23 ft -55.4 -53.2 -51.6 - '`47.3 -46.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
+41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37,6 +37.3 +37.0 +41.4 +40,3 +39.5 + -+ +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-45.3 -44.2 -43.4 -42.8 -42.3 41.9 -41.5 41.2 -40.9 -55.9 -53.7 -52.1 -50:J-- :4 - -47,1 CRITERIA AS OUTLINED HEREIN.
24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +38.7- .-+�8.0 +37.6 +37.4 2•DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
25 ft +42.11+41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38,0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi.+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALTTY FACTOR)WITH
-46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 1+38.0 WALLS AND VERTICAL SURFACES ONLY.
-46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -4g,3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E.
27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 - -42.Z. -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND COR ESPONDING WIND VELOCITY,EXPOSURE,AND OTHER
28 ft - _�8 It COEFFICIENTS LISTED HEREIN CTATEDAND VERIFIED BY THE GOVERNING
+43.1 +42.0 +41.2 +40.5 +40,0 +39.6. _+39. +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTME NO P RMTT ARRANTY FOR APPLICABILITY OF TABLE
-47.1 -46.0 -45.1 -44.5 -44.0 -43.6 -43. -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFER FRIM. .. '
29 ft +43.4 +q2.3 +41.5 +40.8 +40.3 +39.9,.+39. / 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 S.THIS SPECIFICATION IS NOT INTE�1D�'DTO PER ANY PRODUCT APPROVED
__ CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER
30ft -47'4 -46.3 -45.5 -44.8 -44.3 -43.9 -4 30ft -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DESIGN&INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE
+43.7 +42.6 +41.8 +41.1 +40.6 +40. +, +43.7 +42.6 +41.8 +41.1 +40.6 1+40.2 +39.8 +39.5 +39.2 VALUES WHICH IS TOJOE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES.
6. ADHERE TO ALL tOrAi.IMPACT PROTECTIO EM ORDINANCES.
32 ft -48.1 -46.9 -46.1 -45.4 -44.9 -44. _ -'32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATION IS OFFERED FO E I GPITM OF THE HOST STRUCTURE.
+44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40,3' 9.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 B.EXCEPT AS EXPRESSLY PROVIDED I IIN,NO ADDITIONAL CERTIFICATIONS OR
35 ft -49,0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 35 ft -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED.
+45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a-10%OF LEAST HORIZONTAL DIMENSION OR 40%OF 4CON
PEAK ROOF
-50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEHEIGHT
40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUEMEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF
-51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8
45 ft 45 ft a aROOAVEF HEIGHT
+47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 OF
soft -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 50 ft -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 � � HT
+48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 Q55 ft 53.9 -52.6 -51.7 -50.9 -50.3 49.9 49.4 49.0 -48.7 55 ft 66.5 -63.9 -62.1 60.6 -59.4 -58.4 -57.6 -56.8 -56.1+49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.554.9 -53.6 -52.6 -51.9 -51.3 -50.8 50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 ELEVATION 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60ft +50.6 +49.3 +48.3 +47.6 +47,0 +46.5 +46.0 +45.7 +45.3 WALLZONE FIGURES ISOMETRIC
n O o REISSUE GSSDRVTSClHB
DATE 5TH ED. FLORIDA BUILDING CODE _ ENGINEERING g� o mo
D O INR ISSUE GSS TSB 03/05/12 C
m 3 = 000
REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 \201 41 EXPRESS ' g� �_ o
~ REV 2014 FBC DGM TSB 06/10/15 \ 1 / W Z
_ ASCE 7-10, CHAPTER 30 coavoanre °z
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-Z m 160 SW 12th AVENUE, SUITE 106 m m
I� DESIGN LOADS FOR COMPONENTS &CLADDING p a
z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 o m
I O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 3 Ln
-A a AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 1 CERT OF AUTH#9885 2 C CI
WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. ASCE / - 1 O O
_ ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT E:HELLO@ENGINEERINGEXPRESS.COM A Z F"�
L.J PERMITTED AND INVALIDATE OUR CERTIFICATION. m< V m
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