HomeMy WebLinkAboutENGINEERINGIre(vwX i* IP06-b1I
01/09/2018- 1:17pm Inlernl V:\Projects\_Master Plan Sheet Store\Windows-DoorsShutters\400 Wind Chads\_Referenoe\2017 Wndload Charts References\2017_b FBC WIND CHART.dwg
6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH > 60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EELO ITY= 1' BASED ON Kd=0.85
INTERIORZONfid1PRE53URES 1 ENCLOSED STRUCTURE, FLAT TERRAIN MRH=MEANROOFHEIG14T
(SEE BELOW)
Mean DESIGN PRESSURES
Roof Area of Openil
Height 30 20 30
61-70 ft -54.9 -53.7
120 ft
+60.3
+60.3
+58.2
+56.7
+5 5
-64.0
-64.0
-62.7
-61.6
-60.8
170 ft
Y
+64.0
+64.0
+61.8
+60.2
+59.0
-65.9
-65.9
-64:
- 3?T
-62.6
00 ft
+65.9
+65.9
63-
+b
+60.7
-67.0
-67.0
-65.6
-64.5
-63.6
220 ft
+67.0
+67.0
+64.6
+63.0
+61.7
'68.0
-68.0
-66.6
-6.5.
-64.6
240ft
+68.0
+68.0
+65.6
+63.9
+62.6
-68.5
-68.5
-67.0
-65.9
-65.1
250 ft
260 ft I +68.9 I +68.9 I +66.5 I +64.8 I +63.5
-69.4
-69.4
-67.9
-66.8
-65.9
270 ft
+69.4
+69.4
+67.0
+65.3
+63.9
-69.8
-69.8
-68.4
-66.4
280 ft
+69.8
+69.8
+67.4
+67.2
+65.7
+64.3
-70.3
-70.3
-68.8
-67.6
669,
290 ft
I
EXTERIOR ZON6�PRESSURES
Mean
DESIGN PRESSURES (PSF) -ZO E 5
f
Area of Opening(Sq
Ft 3
rght
10 20 30
40 50
-100.6
-95.5
-91.9
-89.0
-70 ft
+54.9
+53.0
+51.6
+50.5
-110.5
-104.9
-100.9
-97.8
120 ft
+60.3
+58.2
+56.7
+55.5
-117.4
d60.
-111.4
-107.2
-103.9
170ft
+64.0
+61.8
+60.2
+59.0
I4�6.
-110.3
-106.9
200ft+-120.8
3.
+65.9
+61.9
+60.7
-122.8
-2.
-116.5
-112.1
-108.7
220 ft
+67.0
+67.0
+64.6
3:
61.7
-124.7
-124.7
-118.3
240 ft
+68.0
+68.0
+65.6
-119.2
+
6
-125.5
-125.5
250 ft
+68.5
+68.5
+66.1
-126.4
-126.4
-120.0
-115.4
-11 .
260 ft
+68.9
+68.9
+66.5
+64.8
+63.5
-127.2
-127.2
-120.8
-116.2
-112.6
270 ft
+69.4
+69.4
+67.0
+65.3
+63.9
-128.0
-128.0
-121.5
-116.9
-113.3
280 ft
+69.8
+69.8
+67.4
+65.7
+64.3
-128.8
-128.8
-122.3
-117.6
-114.0
ft
+70.3
+70.3
64.7
INSTRUCTIONS FOR TABLE USE:
1. IDENTIFY THE ZONE OF THE OPENING OR -(ZONE 4) OR EXTERIOR (ZONE 5) PER THE
LIRE BELOW LEFT OR INFOR ONPr02OED, , Y- ERS.
I.I. ANY QUESTIONABL OP NGI�O-BE' ONSI D THE MORE CRITICAL (EXTERIOR) ZONE
�5. �� j� /
IDENTIFY THE BUILDING ` VERAG`]:RIt00F�H TFROM THE LOWESI'GROUND ELEVATION. IF
THE MEAN ROOF HEIGHT CANN Tr E4 FI D, 119FB� PEAK (HIGHEST) ROOF HEIGHT.
2.1. ALWAYS ROUND UP O FTIETG 70�NEXr E VALUE.
T- VALID FOR ALL R00 BLS ESY-0111��L�SLOP EE AN ENGINEER FOR REDUCTIONS.
\ 3.),G4LCULATE THE TRiBl1TAR AREA„ Z71y,G INiIU TION AS THE GREATER OF (HEIGHT'
O IC_TH) OR THE SPAN LENGTH (HEIGHT VE WIDTH OF 1/3 THE HEIGHT (HEIGHT Q / 3).
CD Jcu 3API
RUC USE THE ARE COL WENS, ETCUCTU OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN
r� \ IF THE TRIBUrARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST
t J 10 SQUARE FEET) SHALL BE USED.
O 3 . ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER
C -TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
®READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
IN ACCORDANCE WITH CODE.
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.
ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10
.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN.
IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED.
E' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
,SCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS
4. INTERNAL PRESSURE COEFFICIENT (GCPI=+/-0.18) FOR U5E WITH AN ENCWSEO STKUCI URE ONLY.
5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT.
HVHZ - HIGH VELOCITY HURRICANE ZONE.
6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT SITE -SPECIFIC DOCUMENT.
8. THIS DOCUMENT IS ONLY VAUD WITH AN ORIGINAL SIGNATURE & RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE
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 THE USE OF THESE TABLES I EUHEREIN.
10. THIS SPECIFICATION DOES NOT -A ROD D CERTIFICATION. REFER TO ANY SEPARATELY
SUBMITTED TEST CRITERIA AND OTH LS R-QESIGW STALLATION INFORMATION AND APPLICABILITY
OF THESE TABLE VALUES WHICH IS T IBE- ER``s�F CCORDANCE WITH GOVERNING CODES.
12. ADHERE TO ALL LOCAL IMPACT R E _ E OST
12. NO CERTIFICATION IS OFFERED kkO EEGG MEHOST STRUCTURE.
13. EXCEPT AS EXPRESSLY PRO VID bI ER N,m OADDrq 61VIERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONE(4), EXTERIOR ZONEj5�7;R(7QF-HEIGHT EXPLAINED CE%'hQ.RIZONTAL M z o o o I v
DIME ms'GTm nnam�mttZDy-
a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% 0�7��ROOF PEAK ROOF z i O^ m C D m IA ry z ~ R �
HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4 % OF LEAST HEIGHT S 5 m v O S i i ^ -DI .a. In rn X O
HORIZONTAL DIMENSION OR 3Fi. USE ZONE 5 IF AT ALL IN QUESTION. u, a O > D z a' m > c z " (n Z
N 2-i �'a mmD V O
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF ROOF 5 ® 'A z l 0 > E a " m m >, m 0 3 LE:i]
REQUIRED. MEAN EAVE HEIGHT n' A O O M F -1 3 D^ C ,Z., n. D D
a a ROOF ROOF ��OF.zD>20D0�2A� TO -IT
r'-f 1--t HEIGHT HEIGHT N D O c m O n i1 t1 Z n DT h-I
QS zOwan02a2z-zp' DfHO9O l OO 5 �i~li Oir0m O^F zmr-f OcZ(n
4 4 4 f PLAN VIEW 4 D n D m w a m p ' °D °m Tn rJ 5 �5 O COMPLEX\ z rn A= O mmr'z N oz D
ELEVATION aYY a ISOMETRIC CORNERS S O z R' 'T' p N v 0 O ,<
N o REMARKS DRWN CHKD DATE o�NST am
o s INITISSUE GSS TSB 03/05/12 6TH EDITION FLORIDA BUILDING CODE ECNG1/IrwEE^R�ruG o tiA o m�
m 3 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 �, EXPRESS® A�zra \ cx
m REV2014 FBC DGM TSB 06/10115 D o n mr
V m UPDATES, 2017 FBC PIS FLB 12117 ASCE 7-10, CHAPTER 30 "°°""�°'^sr m �m
In 160 SW 12th AVENUE, SUITE 106 = D `
y H-L A DESIGN LOADS FOR COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 S M'-� z
MASTER PLAN SHEET ! I'l�J
I i, rxLSDDartnENrISTHEPROFEnrcoF ExcNEENmc EXPREss. P:(954)354-0660 F:(954)354-0443 o L1 0
w ANDSIWI NOTBEREPROg10EDINMOLEORPAKTNTHgR CERTOFAUIH4,m85 m y 9 &
o ,p YmmENco SB OFD+cwEERmGDa .XTMu DNS. E: HELLO@ENGINEERINGEXPRESS.COM m 0 m g
d N PDOIIIDNB00.01HER MPANNGSTOTHISOOCOMENTMENOT ASCE 7-10 K m
PETWOTEOAND BrvnuDAlEouRCDtnncATloN. ENGINEERINGEXPRESS.COM T 00 i
,O1/0912018 1:170nl 'int, mi. ...VAPmjedskLMaiter Plan Sheet Ste%WnCOWs-Dw.
..ShuHpmlAnn wInA'
E I
'ASU' m
A0
INTERIOR
'0
�RR
E
Mean DtM
DESI
to
2 Roof
kO�
Height 16
10
u
-54 9
-54.9
61-70 ft
-�54.9
-60.3
120 ft 0
44-60.3
-64.0
70,ft
k.1
+64.0
-65.9
220 ft
+67.1
240 ft, 1+68.(
250 ft
260 ft -68.9
+68.9
270 ft -69.4
+69.4
280 ft -69.8
+69.8
-70.3
290 ft -- -
iu /a vr, L
FIGHT,; WHI
)RIZONTAL
INSULT AN
QVIRED.
VA
ES
,'-
I
ean DESIGN PRESSURES
penin
ljht10
- 20 30 4,0
&70 4t -100.6 -190.6� -95.5
+54.9 4.9'.'+53.0', +51,6 +50.5 ,
12Uft
X-110, * 200a -91.8
�
+58.2 +56:17 +55.5�j
-117.4�'41X4 -1
170 ft -107.21 -idIK
+640 +64i0, 4�61,8, mow:i +59.&
: 260ft
,114.6 -116.3 106
+ 6
220 -122-
+67 0 -.0
260, ft
E-1
ING;_ WfN
bINSTRUCI
IONSI
1. IDENTIFY THE ZON
URE SELbVLEFro
AWIQUEST
5
IDENTIFY THE BUI
THE MEAWROOF HEIGI
2.11. ALWAYS,RC
'2. I)JIFOR
3. CA
WW TH OAK
3.1f, lEtAl
Rm,
I FAT 1
qsB SQUA
R DO
260, ft
E-1
ING;_ WfN
bINSTRUCI
IONSI
1. IDENTIFY THE ZON
URE SELbVLEFro
AWIQUEST
5
IDENTIFY THE BUI
THE MEAWROOF HEIGI
2.11. ALWAYS,RC
'2. I)JIFOR
3. CA
WW TH OAK
3.1f, lEtAl
Rm,
I FAT 1
qsB SQUA
R DO