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6 thEDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY- 170 MPH MRH <_60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C'
BASED ON Kd=0.85
ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT
INTERIOR ZONE�4 PRESSURES 1 EXTERIOR ZONEFS PRESSURES (SEE BELOW)
INSTRUCTIONS FOR TABLE USE:
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES PSF)-ZO E 5 4 1.IDENTIFY THE ZONE OF THE OPENING OR{ZONE 4)OR EXTERIOR(ZONE 5)PER THE
2 Roof Tributary Area(Sq Ft f Tributary Area(Sq Ft) 3 FIGURE BELOW LEFT OR INFOR ION PIt�1--lipTHERS.
1.1, ANY QUESTIONABLE T R57DL I)THE MORE CRITICAL(EXTERIOR)ZONE
Height 10 20 30 40 S ight 10 20 30 40 50 5•
_ 2.IDENTIFY THE BUILDING M yF HEIGHT FROM THE LOWEST GROUND ELEVATION.IF
-41.0 -39.3 -38.3 -37. 50.6 -47.2 -45, 43.8 42.7 MEAN ROOF HEIGHT CANN IF USE PEAK(HIGHEST)ROOF HEIGHT.
0-15 ft I 15 ft 2.1. ALWAYS ROUND UP F FIGHTS TO NEN LE VALUE.
+37.8 +36.1 +35.1 +34. 43 +36.1 +35.1 +34.4 +33.8 2 VALID FOR ALL ROO ES.FOR SLOPES G1 EE AN ENGINEER FOR REDUCTIONS.
42.6 -40.8 -39.8 -39,1 ' -52.6 -49.0 -47.0 -45.5 -44.4 3.CALCULATE THE TRIBUTARI` OPENING IN'O STION AS THE GREATER OF(HEIGHT"
18 ft �_ 18 ft TH)OR THE SPAN LENGTH(HEIGH FFECTIVE WIDTH OF 1/3 THE HEIGHT(HEIGHT /3).
+39.3 +37.5 +36.5 +35.7 +35.2 +39.3 +37.5 +36.5 +35.7 +35.2 3.1. USE THE AREA BETWEEN STRUCTUgA'L OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN
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
20 ft +40.2 +38.3 +37.3 +36.5 +36.0 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 (10 SQUARE FEET)SHALL BE USED.
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER
-45.7 -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 4F READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
+42.1 +40.2 +39.1 +38.3 +37.7 +42.1 +40.2 +39.1 +38.3 +37.7 IN ACCORDANCE WITH CODE.
47.4 45,5 44.3 43.5 42.9 58.6 54.6 52.3 50.7 9,4_
S.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF
__ _ 1.18.VERIFY Kd 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 jLJ9..8 ERAL NOTES:
-49.0 -47.0 -45.8 -44.9 -44.3 -60.5 -56.4 -54.0 .3 r'2.
BLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
N 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
35 ft +45.2 +43.1 +42.0 +41.1 +40.5 35 ft +45.2 +43.1 +42.04 SIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED.
-50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 3.+8 -- T CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CAEGORY TO MATCH OR BE LESS
40 ft +46.5 +44.4 +43.1 +42.3 +41.6 40 ft +46.5 +44.4 +43.1 AN THE RATED LIMITING WIND VELOCITY ABOVE.
POGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
-51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 -S 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 5.VERIFY
HVHZ USE OF Kd IGH VELOCITY HURR! NE ZONE.R)WITH LOCAL BUILDING DEPARTMENT.
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
+48.7 +46.5 +45.2 +44.3 +43.6 +48.7 +46.5 +45.2 +44.3 +43.6 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
-53.9 -51.7 -50.3 -49.4 -48,7 -66.5 -62.1 -59.4 -57.6 -56.1 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE
55 ft LISTED HEREIN SHALL BE
+49.7 +47.4 +46.1 +45.2 +44.5 55 ftCORRESPONDING EXPOSURE,
+49.7 +47.4 +46.1 +45.2 +44.5 DICTA ED AND ERIFIED BY THE GOVERN!G BUILDIINGDEPARTMENT AND P PERMIT HOL ER.NO WARRANTY FOR
-54.9 52.6 51.3 50.3 -=49.6 67.8 63.2 60.5 58.6 57.2 APPLICABILITY OF THE USE OF THESE TABLES IS OFF ED HEREIN.
60 ft 10. THIS SPECIFICATION DOES NOT FFR AN D CERTIFICATION. REFER TO ANY SEPARATELY
1+50.6 +48.3 +47.0 +46. _ +50.6 +48.3 +47.0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND OTH LS STALLATION INFORMATION AND APPLICABILITY
OF THESE TABLE VALUES WHICH IS TiACCORDANCE WITH GOVERNING CODES.
11. ADHERE TO ALL LOCAL IMPACT I ES.
- 12. NO CERTIFICATION IS OFFERED! HOST STRUCTURE.
�- 13. EXCEPT AS EXPRESSLY PROVIDE ER ERTTFICATIONS OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONE(4) EXTERIOR o F HE GHT E XPALAIoNoED S�SDIMENSIONTAL m>z xC)m 0-c n
a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%00143 ROOF m z r� Ct
HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 �m ; +x x Z m rn Z T
HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. ^ N z m a a z-0 "'y .. UT O C)
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF OAF` 1 7 5 ® =o Z�z D x p o m z In -0 3
Ll -x-v
REQUIRED. MEAN 2 EAVE HEIGHT rmmI Gt O0 z m m 3 D m O7p x .nr
ROOF ROOF n>>z0-0D2iiy „ OD D
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HEIGHT HEIGHT N D O c m O Az L)r H►moi_ Tl W �
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5 � COMPLEX om NrnA-Irzmr- z ((nn T z r-
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o REMARKS DRWN CHKD DATE 6TH EDITION FLORIDA BUILDING CODE - ENG�NEER�NG �`W C� rnD
D O p INIT ISSUE GSS TSB 03/05/12
r
m 3 = REV-ADJUSTED HEIGHTS GSS TSB 04/09/12O a z
217 EXPRESS`F' ~`
? REV 2014 FBC DGM TSB 06/10/15 A n
m UPDATES,2017 FBC FLB FLB 12/17
ASCE 7-10, CHAPTER 30 �aP�K^*E AFF=E z m A
z N 160 SW 12th AVENUE, SUITE 106 m n z
f+ DESIGN LOADS FOR COMPONENTS &CLADDING m M z
DEERFIELD BEACH, FL 33442 0 v
� V MASTER PLAN SHEET m m N
I ci THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 z pO O
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART NATHOUT CERT OF AUTH(/9885 i O
o x WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, m 0
W ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 E:HELLO@ENGINEERINGEXPRESS.COM z i !*� I-1 m
o PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGIN EERINGEXPRESS.COM00