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6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY- 170 MPH MRH <_60'
ASD DESIGN PRESSURES FOR COMPONENTS AND CLADDINGEXPOSURE 'C'
'ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS BASED ON Kd=0.85
NOTTO BE USED OR MATCHED WITH'LRFD'OR'ULTIMATE'DESIGN LIMITING PRESSURES MRH=MEAN ROOF HEIGHT
INTERIOR ZON PRESSURES 1 EXTERIOR ZONES PRESSURES 1 ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW)
INSTRUCTIONS FOR TABLE USE:
Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF -ZONES 4 1.IDENTIFY THE ZONE OF THE OPENING AS INTE OiZONE 4} R EXTERIOR(BUILDING CORNER,ZONES)PER THE
2 URE BELOW LEFT OR INFORMATION P .- E Y,O J81�DT J
Roof Tributary Area(Sq F$ , ' _ _ ! Tributary Area(Sq Ft) 3 1. ANY QUESTIONABLE OPENING IS B&C _ DITH RE CRITICAL(EXTERIOR)ZONE S.
H t 10 2 30 40 5 : .Ight 10 20 30 40 50 2.IDENTIFY THE BUILDING MEAN(AVE, )- LOWEST GROUND ELEVATION.IF THE MEAN
R.OF HEIGHT CANNOT BE IDENTIFIED 'F HEIGHT.
-41.0 -39.3 38.3 37 ` -50.6 -47.2 -45.2 -43.8 -42.7 2.1. ALWAYS ROUND UP ROOF HEI YUSI ABL E.
0-15 t 'r ")4 ft 2. VALID FOR ALL ROOF SLOPES�'F FLS loot 7 NGINEER FOR REDUCTIONS.
+37.8 +36.1 35.1 +34 M 'r3 �Is +37.8 +36.1 +35.1 +34.4 +33.8 3�,CALCULATE THE TRIBUTARY AREA OFl N. .IN)Q HE GREATER OF(HEIGHT*WIDTH)OR THE
-42.6 -39.8 -39.1 ' -52.6 -49.0 -47.0 -45.5 -44.4 SPAN LENGTH(HEIGHT)*AN EFFECTIVE I? HT /3).
18 ft R 18 ft 3.1. USE THE AREA BETWEEN STRUCTU - ;NLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL
+39.3 +37.5 +36.5 +35.7 +35.2 +39.3 +37.5 +36.5 +35.7 +35.2 MULLS,COLUMNS,ETC.
3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST
-43.6 -41.7 -40.7 -39.9 -39.4 -53.8 -50.1 -48.0 -46.5 -45.4 (10 SQUARE FEET)SHALL BE USED.
20 ft +40.2 +38.3 +37.3 +36.5 +36.0 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS
THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
-45.7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN
ACCORDANCE WITH CODE.
25 ft +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 S.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd
47.4 45.5 44.3 43.5 42.9 58.6 54.6 52.3 -50.7 49.4 REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
30 ft +43.7 +41.8 +40.6 +39.8 +39.2 30 ft +43.7 +41.8 +40.6 s3�J 8 zy, GIENERAL NOTES:
SES ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
35 ft 49'0 47.0 45.8 -44.9 44.3 35 ft -60.5 56.4 -54.0 - SE '2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
,S6IGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED.
+45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 _4. - CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
s s _ ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF HIS RATING.FIND CATEGORY TO MATCH OR BE LESS THAN
-50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55 6 = 3$` :5 RATED LIMITING WIND VELOCITY ABOVE.
40 ft 40 ft GRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
+46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44.4 +43.1 --+4r6 I NAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
-51.7 49.5 48.3 47.4 46.7 63.8 -59.5 57.0 55.2 ,= S.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT.
HVHZ=HIGH VELOCITY HURRICANE ZONE.
45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42,6/ 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT.
-52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED
50 ft +48.7 +46.5 +45.2 +44.3 +43.6 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 9,HIDIGITALLY IL
S DOCUMENT LU
T STRATES ALLOWABLE LED WITH IDES GNNG I WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE
55 ft -53.9 -51.7 -50.3 -49.4 -48.7 55 ft 66.5 62.1 -59.4 57.6 -56.1 TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED
AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF
+49.7 +47.4 +46.1 +45.2 +44.5 +49.7 +47.4 +46.1 +45.2 +44.5 THE USE OF THESE TABLES IS OFFERED HEREIN.
10. THIS SPECIFICATION DOES NOT OFFER ANY PRODUCT-APEROVED CERTIFICATION. REFER TO ANY SEPARATELY
60 ft -54.9 -52.6 -51.3 -50.I_-49.6 ° -. ,.,: - _ -67.8 -63.2 -60.5 -58.6 -57.2 SUBMITTED TEST CRITERIA AND OTHER AP �SL6Np8tZNSiAWt4jAq
LLATION INFORMATION AND APPLICABILITY OF
THESE TABLE VALUES WHICH IS TO BE VE�E�DRJ
CE WITH GOVERNING CODES.
+50.6 +48.3 +47.0 +46 R +50.6 +48.3 +47.0 +46.0 +45.3 11. ADHERE TO ALL LOCAL IMPACT PROT12. NO CERTIFICATION IS OFFERED FORRUCTURE.
NOW13. EXCEPT AS EXPRESSLY PROVIDED HEATIONS OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONEC4), EXTERIOR R .O1 9 = EAN ROOF HEIGHT MRH EXPLAINED In-4__ `^z=
-0 z z _
a= 10%OF LEAST HORIZONTAL DIMENSIONaT ;' a LEAST HORIZONTAL z D n A N O T 01 z m
ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BU I EIS PEAK ROOF DIMENSION 0-0 m O p O A_ G D F-O In y D tMlm Z;_ m,-
THAN 4%OF LEAST HORIZONTAL DIMENSION OR 3FT.USE 5 5 m m O n m c a 3 0 V1 p r^O m 0'r' z 2 m
HEIGHT
CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN ENGINEER p m O O o
FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3 O m I m p 0\� o GI o°y o d z z i o-4 °D
ROOFMEAN EAVE HEG� 5 O �Or���Om'. ��OD2'r'-�OrnA61OW
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a a ROOF ROOF MRH) \ Innmpz CL mmzNp�9m_qmzmrII tZ -0 n
HEIGHT HEIGHT WIND AN �y►Ai¢oN1'ry m� omo
MRH O FLOW Orn mzz7 m En CWa v^ rn
(MRH) :ex �D D D O z 2 U)!q ,n.n .tom.Q 03
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ELEVATION a a ISOMETRIC CORNERS 5 5 mma -n mz nRo In m
to o REMARKS DRWN CHKD DATE 6TH EDITION FLORIDA BUILDING CODE , [�6�(�I6E �� � 9 rn�° m�
D O INRISSUE GSS TSB 03/05/12 0 oz
rn = REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 i - z G o�c
REV 2014 FBC DGM TSB 06I10/15 2017
Q��= UPDATES,2017 FBC FLB FLB 12117 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: m p2_ ADZ
u OR HELP FB FB 7/2/19 DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVE, SUITE 106 �z M(��_� �y
In i I M THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 Q z,mm I I IV *o
Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT (954) 354-0660 866-396-9999 i=i gny L..I Q m�
0 9 WRfTTENCONSENT OFENGMEERPIGEXPRESS.ALTERATIONS, TEAM@ENGINEERINGEXPRESS.COM Z o I-L� �m
L j P ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 O r
W PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM °