HomeMy WebLinkAboutSchedule C Under 60F 17007/0112019 - 4:27pm Talyssa VAprojeCtsl_Master Plan Sheet StorelWlndows-Doors-Shutters1400 Wind Chartsl_Reference12017 Wirdload Charls References52017_d FBC WIND CHART
2
WIND VELOCITY = 170 MPH [7MRH <_ 60'
EXPOSURE 'C' BASED ON Kd = 0,85
1 ENCLOSED STRUCTURE, FLAT TERRAIN MRH = MEAN ROOF HEIGHT
(SEE BELOW)
u INSTRUCTIONS FOR TABLE USE:
4 1. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR OZONE 4) OR EXTERIOR (BUILDING CORNER, ZONE 5) PER THE
FIGURE BELOW LEFT OR INPORMA71ON PR:OVIOED I10 YOU BY-
'OTHERS.._ -
22.�1. ANY QUESTIONABLE OPENING,IS TO-BE-CONSIDFRED THE MORE CRITICAL (EXTERIOR) ZONE 5.
. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT FROM THE LOWEST GROUND ELEVATION. IF THE MEAN
ROOF HEIGHT CANNOT BE IDENTIFIED, USE 71LE PEAK {HIGHEST) ROOF HEIGHT.
2,1. ALWAYS ROUND UP ROOF HEIGHTS TONEXTTABLE VALUE.
32. VALID FOR ALL ROOF SLOPES,I FOR SLOPES c10°, SEE Ai4,ENGINEER FOR REDUCTIONS.
CALCULATE: THE TRIBUTARY AREA OF'THE OPENING IN QUESTION A$ THE GREATER OF (HEIGHT - WIDTH) OR THE
SPAN LENGTH (HEIGHT) * AN EFFECTIVE WIDTH OF 1/3 THE HEI:jHT'(HE GHT ] / 3).
3.1. USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL
MULLS, COLUMNS, ETC.
3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST
(10 SQUARE FEET) SHALL BE USED.
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLERTABLE VALUE. FOR LARGER TRIBUTARY AREAS
FTHAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN
ACCORDANCE WITH CODE,
5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF L S. VERIFY Kd
REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
GENERAL NOTES:
1. TF, ES ARE TO BE USED IN CONFORMANCE WITH (ASD) "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7.10
SECTIOi� AA AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN.
2-DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED.
'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
21. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN
THE RATED LIMITING WIND VELOCITY ABOVE.
3.i GRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA.
4. 14' RNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
5, VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT.
HVHZ = HIGH VELOCITY HURRICANE ZONE.
5. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT.
S. THIS DOCUMENT 15 ONLY VALID WITH AN ORIGINALSIGNATURE & 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 IS OFFERED HEREIN.
16. THIS SPECIFICATION DOES NOT OFFER ANY PRO.P,UCTAPP_ROVED CERTIFICATION. REFER TO ANY SEPARATELY
SUBMITTED TEST CRITERIA AND OTHER APPROVALS F6R2_bE51GN, &_INSTALLATION INFORMATION AND APPLICABILITY OF
THESE TABLE VALUES WHICH 15 TO BE VEFtr-IED-BY OTHERS IN ACCORDANCE WITH GOVERNING CODES.
11. ADHERE TO ALL LOCAL IMPACT PROTtCTION..SYSTEM ORDINANCES.
12, NO CERTIFICATION 1.5 OFFERED FOR fHF- INTEGRITY OF THE HOST STRUCTURE.
- 13. EXCEPT AS EXPRESSLY PROVIDED HE$EIN;-NO.ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
oin'- n-0 - ZI 0 n z z
INTERIOR ZONE(;, EXTERIOR CORNER -ZONE�SJ ' 1EAN ROOF HEIGHT (MRH) EXPLAINED -d = a 0 z z M: o , C m 5� o a o,o
a= 8.
10% OF LEAST HORIZONTAL DIMENSION OR 401a OF YEAN" LEAST HORIZONTAL T z n In m y z N Z Aq m y n c
ROOF HEIGHT (MRH), WHICHEVER IS SMALLER, BUT NOT LESS DIMENSION G1 p ; m 7o D [] < nPEAK 0 o LA r v w w n
THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT, USE HIEIGH ROOF 5 5 rn n� n 3 �' v m p m 0 T z a �' co
n
CORNER ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER A m C7 n 3~ O\ z o v n o n ., z m r
FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN F 3 z N m D 7� q p ^ 3 m H z Q b y
ROOF 4 1zgLj � m pCr?�mmnOnlm+l�i 1 0m
MEAN SAVE HEIGHT ���� D 3 �pOnzz.mrnA4lrn pn
a a ROOF ROOF MRH) V1m;v �' m n?�O> m-4mZm ��
HEIGHT HEIGHT WIND < 0 n .. p M� 5; q F-4 m j
O O FLOW O in z m z z Z m z,, Ln r 0 v v„
1 {MRH) 5 5 = N H , m r>> v z m m=�• O n m
® C ® ® O Onn _3�mrnm0v>rnm 2 -nv
J t� 8 �4 yam xzma
a f QO PLAN VIEW ��� �cnu?om �m nmcp op
1 COMPLEX Inz�v r+� Al 093
ELEVATION ISOMETRIC CORNERS \ 5 5 z °m 3 p ,x� III z n p Rr m
m a n [n N
REMARKS ❑RWN CHKD DATE 6TH EDITION FLORIDA BUILDING CODE- > �m°
p A [NIT ISSUE GSS TSB 03105M2 mq - n
m 3 = REV -ADJUSTED HEIGHTS GSS TSB 047091i2 20i1 z o zo
- :
IT7
> fl].
z REV 2014 FBC DGM TSB 05110115 r = A m m 4o Q
Ln Ln 2� UPDATES, 2617FBG FLB FLB 12117 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: a °z yz 3 z
A OR HELP FB FB 712119 DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVE, SUITE 106 m mz m = 00 CO m
MASTER PLAN SHEET DEERFIELD BEACH FL 33442 m m )V
1 j G) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. r -Z � m mi
AND SHALL NOT BE REPRODUCED IN WHOLE OR PARTWITHOUT (954) 354-0660 866-396-9999 m - mn m.._ c
NIRNTEN CONSENT OF ENG]NEERING EXPRESS. ALTERATIONS, 1 n 0 D Z 6
ADDRwNs,aaoTHERMARKINGS roTHIS DOCUMENT ARE NOT ASCE 7-10 V TEAM -z�0
W PERMITTED AND INVALIDATE OURCERTIHCATION. ENGINEERINGEXPRESS.COM CO cn
4 J
6"" EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING
ASD' IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS
NOTTO BE USED OR MATCHED WITH'LRFD' OR'ULTIMATE' DESIGN LIMITING PRESSURES
INTERIOR ZON PRESSURES
Mean
DESIGN PRESSURES (PSF) - ZONE 4 ,
Roof
Tributary Area (Sq Ftj 3;
Height
10 1 20 30 1 40 5o
41.0
-39.3
-38.3
-3T6 -37.0
ft
+37.8
+36.1
+35.1
+34.4 +33.8
-39.1 -38.5
-42.6
-40.8
-39.8
18 ft
+39.3
+37.5
+36.5
+35.7 +35.2_
-43.6
-41.7
-40.7
-39.9
-39.4
20 ft
+40.2
+38.3
+37.3
+36.5
+36.0
-45.7
-418
-42.6
-41.9
-41.3
2S ft
+42.1
1 +40.2
1 +39.1
+38.3
+37.7
-47A
-45,5
-44.3
-43.5
-47.9
30 ft
+43.7
+41.8
+40.6
+39.8
+39.2
-49.O
-47.0
-45.8
-44.9
-44.3
35 ft
+45.2
+43.1
+42.0
+41.1
+40.5
-50A
-48.3
-47.1
-46.2
-45.5
40 ft
+46.5
+44.4
+43.1
+42.3
+41.6
-51.7
-49.5
-48.3
-47.4
-46.7
45 ft
+47.6
+45.5
+44.2
+43.3
+42.6
-52.9
-50.6
-49.3
-48.4
-47.7
soft
+48.7
+46.5
+45.2
+44,3
+43.6
-53.9
-51.7
-50.3
-49.4
-48.7
55 ft
+49.7
+47.4
+46.1
+45.2
+44.5
-54.9
-52.6
-51.3
-50 3 :
-49.6 `
60 ft
+50.6
+48.3
+47.0
+46'
t45:3
4_
2
EXTERIOR ZONE SFPRESSURES
Mean
DESIGN PRESSURES (PSF) - ZONE 5
f
Tributary Area (Sq Ft) 3
Hht
10 20 30 1 40 50
-50.6
-47.2
-45.2
-43.8
-42.7
Q 1S ft
+37.8
+36.1
+35.1
+34.4
+33.8
-52.6
-49.0
-47.0
-45.5
-44.4
18 ft
+39.3
+37.5
+36.5
+35.7
+35.2
-53.8
-50.1
-48.0
-46.5
-45.4
20 ft
+40.2
+38.3
+37.3
+36.5
+36.0
-56R
-52.6
-50.3
-48.8
-4T5
25 ft
+42.1
+40.2
+39.1
+38.3
+37.7
-58.6
-54.6
-52.3
-50.7 -49.4
30 ft
+417
+41.8
+40.6
�+39.8 +39.2
-60,5
-56.4
-54.0
-52.3 -51.0
35 ft
+45.2
+43,1
+42.0
-55.6
+41:11.+40.5
-53.8 -52.5
-62.2
-58.0
40 ft
+46.5
+44.4
+43.1
+42.3 +41.6
-63.9
-59.5
-57.0
-55.2
-51B.-
45 ft
+47.6
+45.5
+44.2
+43.3
+42.6
-65.2
-60.8
-58.3
-56.4
-55.0
Soft
+48.7
+46.5
+45.2
+44.3
-57.6
+43.6
-56.1
-66.5
-62.1
-59.4
55 ft
+49.7
+47.4
+46.1
+45.2
+44.5
-67.8
-63.2
-60.5
-58.6
-57.2
+50.6
+49.3
+47.0
+46.0
+45.3