HomeMy WebLinkAboutAPPROVED UnlockedDesignPressure02A 1 r2021 - 2:51 om colbY C:
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7t" EDITION FLORIDA BUILDING CODE (2020) ASCE 7-16
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING WIND VELOCITY = 170 MPH MRH s 60'
'ASO' IS ALLOWABLE STRE55 D E 5 1 G N AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE'DI MR I� I�E.�{i� tE1 f 5
NOT TO BE USED OR MATCHED WITH IRFD' OR'ULTIMATE' DESIGN LIMITING PRESSURES
INTERIOR ZONE�PRESSURES Q EXTERIOR ZONEIPRESSURES 0 ENCLOSED STRUCTURE,FLATTERRAIN WINDVELOCITY15Vuit
INSTRUCTIONS FOR TABLE USE' COPIES NOT VALID FOR PERMIT
Mean DESIGN PRESSURES (PSF) - ZONE 4 - - _-- Mean DESIGN PRESSURES__ (PSF) - ZONE 5 O t. IDENTIFY THE ZONE OF THE OPENING AS INTE�ONE 4) OR EXTERIOR (BUILDING CORNER, ZONE 5) PER THE
---- - - - -� - URE BELOW LEFT OR INFORMATION PROVIDEDSYOTH
1. ANY QUESTIONABLE OPENING.ISTD.:BECONSTDERM RE CRITICAL (EXTERIOR) ZONE 5.
2. IDENTIFY THE BUILDING MEAN (AVERAGE) kDOF-h0GHT. E LOWEST GROUND ELEVATION. IF THE MEAN
F HEIGHT CANNOT BE IDENTIFIED, USETHE PEAK-(WGHF HEIGHT.
2.1. ALWAYS ROUND UP ROOF HEIGHT$TO NFXTTABLIi V E,
2. VALID FOR ALL ROOF SLOPES.-, R SLOPES 410*,.SEE ENGINEER FOR REDUCTIONS.
3. CALCULATE THE TRIBUTARY AREA OFg� ,>=,OPI LING IN U S THE GREATER OF (HEIGHT • WIDTH) OR THE
N LENGTH (HEIGHT) • AN EFFECTIVE YVLLI7' i.;�3 3 mW in IGHT2 1 3).
3A. USE THE AREA BETWEEN SIRNLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL
MULLS, COLUMNS, ETC.
3.2. 1F 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 SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS
THAN PUBLISHED, U 5 E THE LARGEST PUBLISHED VALUE.
44 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 1,1S. VERIFY Kd
REQUIREMENTS WITH LOCAL. MUNICIPALITY PRIOR TO TABLE USE,
GENERAL NOTES:
1:--TH15D000MENT 1S ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEAL
Oft DIGITALLY SEALED WITH DATE-G EO GRAPH] C AREA & PERMITTEE LIMITATION5,
2."•TABLES ARE To BE USED IN CONFORMANCE WITH. (ASD) -ALLOWABLE STRESS DESIGN METHODOLOGY- PER ASCE 7-1
SECiSON 2.4,1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN.
3" DESIGN 15 BASED ON THE ULTIMATE 3 SECOND GUST (WINO VELOCITY) FOR THE WIND VELOCITY � EXPOSURE
SPECIFIED. 'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR DETERMINING PRESSURE RATINGS.
1 ,' , ASCE 7-16 RISK CATEGORY IS INDEPENDENT OF THESE RESULTS. FIND RISK CATEGORY VELOCITY TO BE LESS
T}1A THE RATED LIMITING ULTIMATE WIND VELOCITY REFERENCED ABOVE.
4. TOPOGRAPHIC FACTOR Krt-1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA.
S. INTERNAL PRESSURE COEFFICIENT (GCPI=+1-0.16) - FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
6, VERIFY USE OF Xd (DIRECTIONALITY FACTOR REFERENCED ABOVE) WITH LOCAL BUILDING DEPARTMENT.
7, HVHZ = HIGH VELOCITY HURRICANE ZONE (BROWARD & DADE COUNTIES).
0, TABLES ARE FOR VERTICAL SURFACES ONLY & FOR ALL ELEVATIONS ABOVE SEA LEVEL (Ke-1.0).
9, THIS MASTER PLAN SHEET IS GENERIC IN NATURE AND DOES NOT SERVE AS A SITE -SPECIFIC DOCUMENT.
10. 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 15 OFFERED HEREIN.
I I L THIS SPECIF1CAT[ON DOES NOT OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY
SUBMMFD TEST CRMR[A AND OTHER APPROVALS NSTALLATION INFORMATION AND APPLICABILITY OF
THESE TABLE VALUES WHICH I TO BE VE Y_ HCE WrTH GOVERNING CODES"
12. ADHERE TO ALL LOCAL IMPACT PROT
13, NO CERTIFICATION 15 OFFERED FOR I STRUCTURE.
14. EMCEPT AS EXPRESSLY PROVIDED HE FICATIONS OR AFFIRMATIONS ARE INTENDED,
_A_ INED -n � (D m o a" n ". Q' VALID ONLY FOR ZIP CODE: 34957
a= i0°� OF LEAST HpRI2pNTAL DIMENSION OR 40 Iv OF h1EAN Tt C3 Alx ^ ,Ir" VALID ONLY FOR: P-Con Grou
LEAST HORIZONTAL [] a a a� 0 A
ROOF HEIGHT {MRH}, WHICHEVER IS SMALLER, BUT NOT LESS DIMENSION x G7 > 6 0 m A v a � r' A 2 FOR PERMIT USE WITHIN 14 DAYS OF
PEAK ROOF D C A ' , C ° ° �n M g c"rn ro -n fn rn
THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT, -0 Z C 2 ❑ � a � in DIGITAL SEAL
135E CORNER IONE 5 IF AT ALL IN QUESTION. CONSULT AN HEIGHT 5 5 m m D m p [)? H s i M m z A;' N m Ln
Q m m y �' x m H F m r 2 PE0046549 CA-9985
ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3 -+ _� -t m m y i 4 v C]
v a
R00FO 5 ® qz2-4�❑�, m. -j0--y 0 L1ov-n 0M
MEA%O REAVEOOF HEIGHT GT n Q° m= O w H my x= X- q- o ,n O a Digitally
a day ROOF HEIGHT MRH} WIND a ~ D F y O y �; g z p SI�nQd �)1
t [M H}T IE1 FLOW W -n o Q a m=:a. .�...w+:.ri,..
1 V x ■ ■ 3p� s, N< �0 : Frank
5 4 5 \ 4 pna + q��o �n9ym� �� = 'vL; Bennard0
5 PLAN VIEW n r N = W o p p,w::<; x. pate
1 COMPLEX i o� o `d m o m «.emm�ki::...
ISOMETRIC \ o o ■ it -- 2021.02.22
ELEVATION � ra CORNERS 5 5 m m n " - 0.° `° N" _ 15742728 -05'00
Q REM,411 ARKS FBWN"F$KD"1�0�0 7TH EDITION FLOR77(�I}}D]An BUILDING CODE - - e g m 0 a
1e - LVZO � mz rnrn
- ASCE 7-16, CHAPTER 30 CORPORATE OFFICE z x as
^�+ DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVE SUITE 106 = _m �� �>
n oocuuErTIST�PRaP�n I N� sa MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 �n tj n0
m ANY] $HAIL Nor BE REPROOKEDH WHOLE ORPART NIT-%= � = � a Q 'Dto
ARnTEH CONFER OF E"4GINEt7W DOESS.►LiERATgeLS, {954} 354-0660 86b-396-9999 y j oam
TEAMPENGINEERINGEXPRESS.C:OM z fV 03
A�I ,�Ra, >:-�1o�� ,I T T ASCE 7-16
N PER-.HTTE7ANDINVAV0AiEOURCERIGICATKK ENGINEERINGEXPRESS.COM z 1--i
Roof
Area of
O en-n
(Sq Ft
Height
10
20
3D
40 1�2413
a
-473
-46.5
-45.6
-45.0
0 -15 ft-49.8
1
+45.9
+43.5
+42.6
+41.7
+41,1 a^.,
-415A a "
-51A
-49.2
-48.0
-47A
18 ft
p
+47.3
+45.2
+44.0
+43.1
+42,4 a
-47.3 W J
52.3
-50A
-48.9
-48.0
20 ft
+48.2
+46.1
+44.8
+43.9
+43.2 d
-49+5 p� a
54.8
-52.5
-51.1
-50.2
26 ft
+50.5
+48.2
+46.9
+4S.9
+45.2 ❑ e
-50.7 L L ~
-56.1
-53.8
-52.4
-51.5
30 ft
+51.7
+49+4
+48.1
+47.1
+46.3 1:)
-52.4 _
-57.9
-55.5
-54,1
-53.1
36 ft
+53.4
+51,0
+49.6
+48.6
+47.8 j N
40 ft
59.0
-56.6
-55.1
-54.1
-53.3
~
+S4A
+51.9
+50.5
+49.5
+48.7 a
-54A oil
611.2
-57.7
-56.3
-55,2
45 ft
+53,0
+51.6
+50.5
+49,7
M
-55A Lu =
61.3
-58.8
-57.3
-56.3
sa it
+56.6
+54,0
+52.5
+51.5
+50.6 0
-56A ❑ z
-62.4
-59.8
-58.3
-57,2
55 ft
+57,5
+54.9
+53A
+52.3
+51.5 L)
-57.2 �-
53.3
603
-59.2
58.1
fib ft
458.4
+55.7
+54.2
+53.1,,
+52:
Area of
Open -n
{Sq 1th
3
ght
10
IL0
20
30
40
-61.4
-57+3
-54.9
-53.2
-51.8
-15 ft
+4S.9
+43.8
+42.6
+41.7
+41.1
*-
-63.4
-59+1
-56+6
-54.9
-53,5
18 ft
+47.3
+45.2
+44.0
+43.1
+42.4
-64.6
-60.2
-57.7
-55.9
-54.5
20 ft
+48.2
4-46.1
+44+8
+43.9
+43.2
-67.6
-63.0
-60.4
-59.5
-57.0
26 ft
+50.5
+48.2
+46.9
+45.9
+45.2
-69.3
-64.6
-61.9
-60.0
-58.5
30 ft
+513
+49+4
+4&1
+47.1
A:mu
71.5
•66.7
-63.9
'-G1.9-
-60.3 '
36ft
_
+53A
+51.0
+49.6
448.E
4474
-72,8
-67.9
-65A
. -61,0;
61•�
40 ft
+54.4
+51.9
+50.5
.+49 5
+48 7
-74.3
-69.3
-66.4
-64.3 -
45 ft
+55.5
+53,0
+51.6
+50.5
+49.7
-753
-70,6
-67.6
-65.5
-63.9
50 ft
+56,5
+54.0
+52.5
+51.5
+50.6
-77.0
-71.8
-68.8
-66.6
-65,0
55 ft
+57,5
+54.9
+53.4
+52.3
+51.5
72.9
-59.8
-67.6
•66,E
460_78.2
ft
+58A
+553
+54.2
+53.1
+52.3
MEAN ROOF HEIGHT