HomeMy WebLinkAboutEngineering 06/20/2018-4:25pm Inteml VAProjects\18-6428 Wind Load Charts101100-MPS14-400 Series C&C(Digital Seal Version).dwg
61h ED. FLORIDA BUILDING CODE (2017) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH < 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
RoofTributary Area(Sq Ft) >} Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO pERi F}1E�_0RST CASE'PRESSURES.'WORST CASE'IS
t 30 15 20 25 30 3 40 "'45 50 + f,ei ht 10 15 20 25 30 35 40 1 45 1 50 DEFINED AS THE C -_-EO KNOWN VARIABLE AS DESCRIBED BELOW.
USE OF CRITICAL CO QUIRE#EORI ITH THESE TABLES.
0-15 ft -41.0 -40.0 -39.3 38.7 -38.3 37#:9 3 ;,,,9 .ii 7;0 -50. -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID 0 T 'ROOF HEIGHT AS LIMITED ABOVE.
+37.8 +36.8 +36.1 +35.5 +35 1 +34;17 -4 I m33*`�, !' 0-15 ft +37. +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 3.TABLES VALID F r'LL R 1 Qi?. ,5.APPLICABLE REDUCTIONS FOR ROOF SLOPES
LESS THAN 10°SHA BEy�p`�£6 M l t NI INEER AS A SITE SPECIFIC CONDITION.
16 ft -41.6 - '-&1' -39.3 -38.8 -39'4 3814„�3 8 `3 ` \ 16 ft 51.3 -47.8 -06.7 -45.8 -45.1 -44.4 43.8 -43.3 4.IDENTIFY THE BIJI II VE )INPF HEIGHT.IF THE MEAN ROOF HEIGHT
+38.3 +37.3 +36.6 +36.0 +35 6 +352 +3 9I +34.8 +"" ' +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFIED US L�'�K� F"/k ,_
-42.1 -41.1 -40.3 -39.8 -39.3 -38.9 "38 a`3w ,V38:0 t,. - -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 S. ALWAYS ROUND I!I� C,-it75a1' EX'LtE,IV E VALUE OR CONSERVATIVE ASSUMPTION.
17 ft 6.CALCULATE THE TRIBTITA, 4 iE OP ING IN QUESTION(HEIGHT'"WIDTH)OR
+38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +3Sr. +34.7 '.17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)Ml�l. .I -BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
42.6 -41.6 _4'0 8 -00.3 -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 -04.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).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
19 ft -43.1 -42.0 -41.3 -40.7 -00.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -09.6 -08.5 -47.5 -06.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
+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 VALU
7.IDENTIFY THE ZONE TI THE OPENING AS INTERIOR(ZONE 4)OR EXTfM,1 ,
E 5)PER
20 ft -03.6 42.5 -41.7 -41.2 40.7 40.3 -39.9 -39.6 -39.4 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
+40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +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 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 54.3 -52.2 -50.7 -49._5 -08.5 7- 46.4 -45.8 8• READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRE OCAL
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 +3 -� _ MUNICIPALITY IN ACCORDANCE WITH CODE.
3�_"' 373 ria , 4„ _, +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER- BY A
-44.4 -43.4 -42.6 -42.0 -41.5 -01.1 -40.7 -40.4 -00.2 22 ft -54.9 -52.7 -51.2 -58:0 'O.t S Y .8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY P OR TO TABLE USE.
22 ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 +3. 5,._ _T +
1_3, ;+37.0 +36.7 GENERAL NOTES:
23 ft
44.9 -43.8 -43.0 -42.4 -41.9 -01.5 -41.1 40.8 -40.5 -55.4 -53.2 -51.6 -5,:4 -4 5. 6" 47.3 -06.7
23 ft 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRES D IG
+41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 +3 .9 t+ .Of ■a+ +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 O 3, SI THE
THE
-45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 40.9 24ft -55.9 -53.7 -52.1 -50.4=-a.�4 4 48`4 77 -47.1 CRITERIA AS OUTLINED HEREIN.
24ft • 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
+41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 +41.7 +40.6 +39.8 +39.2 +38.9' '3 '~ +38.0 +37.6 +37.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILrRE OR ASSEMBLY
25 ft -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 O E TABLES
+42.1 +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) OR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONA FACT )WITH
26 ft
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. B ARE FOR
+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 +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 -09.6 -48.9 -48.3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THES AB RE ONLY
27 ft VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E.
+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 PRE ORES LISTED.
28 ft -46.8 45.6 -44.8 -44.2 -43.7 -43.2 42.9 m;; 2 57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48,7 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE, ER
+43.1 +42.0 +41.2 +40.5 +400 +3 +3 . -+ +3 �28ft COEFFICIENTS LISTED-HEREIN ATED-AND VERIFIED BY THE fiM G
38l� ;_ +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39,2 +38.9 +38.6 BUILDING DEPARTM P hillrF�CLDER. RRANTY FOR All ICA TABLE
29 ft 47.1 46.0 45.1 -44.5 -44 0 -4 6 `43 2g i6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 49.7 49.1 VALUE USE IS OFFER �I
+43.4 +42.3 +41.5 +40.8 +40 3 +3 ,9 +39 5 + e ' 29 ft +43.4 +42.3 +41.5 +40.8 +q0.3 +39.9 +39,5 +39.2 +38.9 S.THIS SPECIFICA tIJ IS FER ANY PRODUCT APPROVE
CERTIFICATION. RE R3 'SEp 11TTED TEST CRITERIA AND 0
30 ft -07.4 -06.3 -45.5 -44.8 -44 3 -4,;9 43$ '4 2 9 30 ft -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -09.4 APPROVALS FOR DES '&13N ONI ATION AND APPLICABILITY OFFn[[ESE TABLE
+43.7 +42.6 +41.8 +41.1 +40.6 +4 .2 9 B. 3 VALUES WHICH IST B VE R Yj0 ACCORDANCE WITH GOVERNING CODES.
9 5 # +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39,2
-48.1 -06.9 -46.1 -45.4 -44.9 -44:5" -> 6.ADHERE TO ALL P, CT-!?RO I $7EM ORDINANCES.
32 ft '�4.;-�e,,.3. �rr"'35" -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATIOIP`I5= E I -fCIfY OF THE HOST STRUCTUR .
+44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. � :i39,7 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 B•EXCEPT AS EXPRESSLY PttriVlD�MEREIN,NO ADDITIONAL CERTIFICATIONS OR
-49.0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED.
35 ft +45.2 +44,0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 1 na=100/6 OF LEAST I IORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF
-50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -05.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 WHICHEVER IS SM LLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT
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 +q2.3 +41.9 +41.6 IMENSION OR 3 (lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
AN ENGINEER FOR MORE SPECIFIC INTERPRETATION IF REQUIRED.
45 ft 51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 45 ft 63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 ROOF
(/J a 8 EAVE 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 fT7 ROOF
52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 HEIGHT
soft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 soft In
+48.7 +47.4 +46.5 +45.8
ft . +44..3 +43.6
7 66.5 -6
55ft -53.9 -52.6 51.7 -50.9 -50.3 -49.9 49.4 49.0 -48. -59.4 -58.4 -57.6 -56.8 -56.1
+ 55 9,7 +48.4 +47.4 +46. +46.1 .249.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 + . +44.8 +44.5 IV I ®
I 5
a
-61.7 -60.5 -57.9 -57.2 p60 ft -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 49.9 -49.6 60ft -67.8 -65.1 -63.2 6 m O O�O
+50.6 +49 +49. O+50.6 3 +483 +47.6 +47.0 .5 +460 +45.7 +45.3 WALL ZONE FIGURES
ISOMETRIC,ETRIC
C
O REMARKS DRWN DATE 6TH EDITION FLORIDA BUILDING DE ENGINEERING .6. ti p It-n
O E INITISSUE GSS TSE; 03105!12 K TSB
m 3 61 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 EXPRESS° ig0 ��' �� 07q
RE2014FBC DGM TSB 06/10/15 -�
S UPDATES,2017 FBC FLB FILE; 12117 ASCE 7-10 CHAPTER 30 CORPORATE OFFICE:
Z r 160 SW 12th AVENUE, SUITE 106 n Boz
m DESIGN LOADS FOR COMPONENTS&CLADDING z
DEERFIELD BEACH, FL 33442 0,
1 c=i THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS,
MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 " ''o o
.p Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT
OF AUTH#9885 z
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WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. CERT
ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASE ��1 O E:HELLO@ENGINEERINGIXPRESS.COM X Q m
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MEDANDINVALIDATEOURCERTIFICATION. ENGINEERINGEXPRESS.COM
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