HomeMy WebLinkAboutFL BUIDLING CODE01/09/2018 - 1:17pm inteml V.Tmjeasl_Master Plan Sheet StomXWindows-Doors-ShuttemX400 Wind Chads\_ReferenmM17 Wndload Charts Ref
61h EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING
INTERIOR ZONEUPRESSURES
Mean DESIGN PRESSURES(PSF)-ZONE4
Roof Area of Opening (Sq _ '
Height 10 20 1 30 1 40
61-70ft -54.9 -14.9 1 -53.7 1 -52. -
120k
+60.3
+60.3
+58.2
+56.7
+
-64.0
-64.0
-62.7
-61.6
-60.8
170 ft
+64.0
+64.0
+61.8
+60.
+59.0
-65.9
-65.9
-64.5
-63.4
- 2.6
200 k
+65.9
+65.9
+63.6
+61.9
+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
-65.5
-64.6
240 ft
+68.0
+68.0
+65.6
+63.9
+62.6
-68.5
-68.5
-67.0
-65.9
-65.1
250 ft
+68.5
+68.5
1 +66.1
1 +64.4
1 +63.1
-68.9
-68.9
-67.5
-66.4
-65.5
260 ft
+68.9
+68.9
+66.5
+64.8
+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
-67.2
-66.4
280 ft
+69.8
+69.8
+67.4
+65.7
+64.3
-70.3
-70.3
-68.8
-67.
290 ft
+70.3
+70.3
+67.8
+66.
I EXTERIOR ZOW5�PRESSURES I
Jelght 10 20 1 30 40 1 50
.70 ft -100.6 -100.6 -95.5 -91.9 -89.0
+54.9 +54.9 +53.0 +51.6 +50.5
120 ft -110.5 -110.5 -104.9 -100.9 -97.8
+60.3 +60.3 +58.2 +56.7 +55.5
170 ft -117.4 -117.4 -111.4 -107.2 -103.9
+64.0 +64.0 +61.8 +60.2 +59.0
200ft -120.8 -120.8 -114.6 -110.3 -106.9
+65.9 +65.9 +63.6 +61.9 +60.7
220 k
+67.0
+67.0
+64.6
- 13?
+61.7
- OJ
-124.7
-124.7
-118.3
240 ft
+68.0
+68.0
+65.6
+ _.
6L ,
-125.5
-125.5
-119.2
- 4.
11
250 ft
+68.5
+68.5
+66.1
64�
3T
-126.4
-126.4
-120.0
-115.4
- 31.
260 ft
+68.9
+68.9
+66.5
+64.8
+63.5
-127.2
-127.2
-120.8
-116.2
-112.6
270 k
+69.4
+69.4
+67.0
+65.3
1 +63.9
-128.0
-128.0
-121.5
-116.9
-113.3
280 ft
1
+69.8
+69.8
+67.4
+65.7
+64.3
-128.8 1-128.81-122.3 1-117.61-114.0
+66.1 1 +64.7
WIND VELOCITY =170 MPH
MRH > 60'
EXPOSURE ID'
BASED ONKd=0.85
ENCLOSED STRUCTURE, FLAT TERRAIN
MRH= MEAN ROOF HEIGHT
(SEE BELOW)
'IONS FOR TABLE USE:
C1iIOENTIFY THE ZONE OF THE OF jI G50ASjT fJL�810R-(ZONE 4) OR EXTERIOR (ZONES) PER THE
URE BELOW LEFT OR INFOR ibTJT OVIOEDX 0 ERS.
1.1. ANY QDEBTIDNAB OP� SO BE'i RED THE MORE CRITICAL (E%TERIOR) ZONE
s. R!p T/
2. IDENTIFY THE BUILDING M A E G `F,� FROM THE LOWEST GROUND ELEVATION. IF
T MEAN ROOF HEIGHT CANN TI E+ t FI 0,, SE/TH.K PEAK (HIGHEST) ROOF HEIGHT.
2.1. ALWAYS ROUNDUP 0 FiIEIG ITOINEIO'oTANE VALUE.
�7 2. VALID FOR ALL ROOF, SW SLO E$`f0[L'SLOF EE AN ENGINEER FOR REDUCTIONS.
�3/. CALCULATE THE TRIBUTAR`Y'ARElV OP tryry N USTION AS THE GREATER OF(HEIGHT-
WIOTH) OR THE SPAN LENGTH (HEIGF�r) -T_ S GTIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT' / 3).
3.1. USE THE AREA BETWEEN STRUCTU OPENINGS ONLY -THIS INCLUDES AREAS BETWEEN
STRUCTURAL MULLS, COLUMNS, ETC. 1
3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST
(10 SQUARE FEET) SHALL BE USED. 1
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE'ISMALLER TABLE VALUE. FOR LARGER
TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST I PUBLISHED VALUE.
4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
I ACCORDANCE WITH CODE. I
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.
GENERAL NOTES:
%ffTABLES ARETO BE USED IN CONFORMANCE WITH -ALLOWABLE STRESS DESIGN METHODOLOGY- PER ASCE 7-10
5 MON 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN.
T 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.
§2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS
THAN THE RATED LIMITING WIND VELOCITY ABOVE.
�. TOPOGRAPHIC FACTOR Ke=1.0 FOR FLAT TERRAIN USE ONLY.'NO HILLS SHALL BE NEARBY AREA.
4. INTERNAL PRESSURE COEFFICIENT (GCp1=+/-0.38) FOR USE WITH AN ENCLOSED STRUCTURE 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 A SITE -SPECIFIC DOCUMENT.
I. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMTTATIONiS I
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 E"EREIN.
10. THIS SPECIFICATION DOES NOTr FiER-A ROOIR7RAPRA YFp CERTIFICATION. REFER TO ANY SEPARATELY
SUBMITTED TEST CRITERIA AND OTH�,[R'� � RO1LL&I'l ESIGNIQI STAUATION INFORMATION AND APPUCABILRY
OF THESE TABLE VALUES WHICH IS TO B�ERIEIEP.91L T)!ERWIyfACCORDANCE WITH GOVERNING CODES.
L �' 11. ADHERE TO ALL LOCAL IMPACT PRQUECfIONI5T1ie iLITH arvces.
12. NO CERTIFICATION IS OFFERED 0 - NEIGR , THE HOST STRUCTURE.
13. EXCEPT AS EXPRESSLY PROVID ER C 0 DDITI GCERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
mw
INTERIORZONE4 EXTERIOR ON- Q GHTEXPLAINED LEAST HORIZONTAL cmrrwz4a04==ioc y
DIMENSION I In 0rai Gtnz m N m4lZy -
a= 10% OF LEAST HORIZONTAL DIMENSION OR 40 / OF M r�ROOF PEAK ROOF yz `� m a w w m = y f1 m C]
HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HEIGHT 5 5 -w m O O m :H D m m y m T X O O �06 - /
HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. " O D D Z a r y F Z .r UI Z I `/✓✓✓1(ff/
5 ® 202NOy p�C zy rn M L
CONSULT AN ENGINEER FORA MORE SPECIFIC INTERPRETATION IF MEAN w w �, m IN
REQUIRED. MEAN REAVE OOF HEIGHT G�'1 2 r- m ryn 3 D a m m n -� o I LE C t
ia-� 1a--1 ROOF \ -Ozas 2.ODz, H0
HEIGHT HEIGHT D O m O n L7 r m .D. _ (l Ol h-I
O Orz po-I 5i mITT
wjm' Dw DmrZrl>lm�T IF
O Os 4 «=pjz,m< Aro oNz �' SCANNED
.7r ® 5 ® ® �'a PLAN VIEW G� z S q, O , DL�..IP'A n' p(7�D BY
COMPLEX m N"IAy z- r _ LITU) O z St. Lucie County
ELEVATION �� ISOMETRIC CORNERS 5 0 zR' '^oN „ ° F{ { Ly
o0 =REV-ADJUSTEDHEIGHTS
DRWN CHKD DATE 6TH EDITION FLORIDA BUILDING CODE _ ENGINEERING p- o m
D O It
GSS TSB 03/05/12 --� o�mw� oz
m 3 i GHTS GSS TSB 04/09/72 2017EXPRESS®\DGM TSB 06/10/15 - - w B ,am FLB FLB 12/n ASCE 7-10, CHAPTER 30 O___^^�_•^_•! IF
I 1 z 160 SW 12th AVENUE, SUITE 106� wz
F. DESIGN LOADS FOR COMPONENTS & CLADDING DEERFIELD BEACH, FLI33442 0' m �� D
m V MASTER PLAN SHEET "a
I M THISOOLUMENTISTHE PRORERWOF ENGINEERING EXPRESS, P: (954J 354-0660 F: (9S4J 3S4-0443 O O
PNO5HALLN0TSEREPRGWCEOINM0LE0RPATTWITHOUT DEBT OF AIfTH flaBBS za v
p WRIITDICONSENIOF ENGNEERNG EXPRESS. PLTERATpNS, m D Fn E v
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Identification Schedule for Opening Protective Device or System
(The following mininarm information .dull be provided toJacilimte plan review and inspectiat ofthe proposed installation, opening, protective device or "Ste")
Address: 3100 N Highway
AIA #402, Fort Pierce, FL 34949
Type of Structure:
PERMIT'#:
Dev. 1 Device
Device
Approval
�(C�$pf.P1 S'QAN
Shutter
Shutter
I
Aw�1+of
Anchor
(SUpS-[fA
# Type
Manufacturer
Width
Hei lit
Spacing I
1. Accordion
A.S.S.A..
FL 389 R9
- 60.8i 95
1 490
1 98
ITap6bril
9-9-7 !Concrete