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7th EDITION FLORIDA BUILDING CODE (2020) ASCE 7-16 WIND VELOCITY - 17O MPH MRH>60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING
'ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE D� BASED ON Kd=0.85
NOTTO BE USED OR MATCHED WITH'LRFD'OR'ULTIMATE'DESIGN LIMITING PRESSURES MRH=MEAN ROOF HEIGHT
l ENCLOSED STRUCTURE,FLAT TERRAIN WIND VELOCITY IS Vult
INTERIOR ZON PRESSURES l EXTERIOR ZON PRESSURES 4 INSTRUCTIONS FOR TABLE USE: COPIES NOT VALID FOR PERMIT
1. IDENTIFY THE ZONE OF THE OPENING AS INTE R EXTERIOR(BUILDING CORNER,ZONE 5)PER THE
2 Mean DESIGN PRESSURES( SF)- n DESIGN PRESSURES(PSF)-Z S URE BELOW LEFT OR INFORMATION P 0 YOU B H
1. ANY QUESTIONABLE OPENIN IS SID ED TH RE CRITICAL(EXTERIOR)ZONE S.
Roof Area of O ening(Sq •) of Area of Opening(Sq Ft) 2. IDENTIFY THE BUILDING MEAN(AVE F, 0 LOWEST GROUND ELEVATION.IF THE MEAN
Height 2 30 eight lO 2O - 4O SO R OF HEIGHT CANNOT BE IDENTIFIED, E EA S 0 F HEIGHT.
2.1. ALWAYS ROUND UP ROOF HE H TABL A E.
54.9 -54.9 -53.7 -52. -100.6 -100.6 -95.5 -91.9 -89.0 2. VALID FOR ALL ROOF SLOPES F 30°, E A NGINEER FOR REDUCTIONS.
61-70 ft - 0 ft 3. CALCULATE THE TRIBUTARY AREA 0 T ENl G IN Q THE GREATER OF(HEIGHT'WIDTH)OR THE
4.9 +54.9 +53.0 +51. t- +54.9 +54.9 +53.0 +51.6 +50.5 AN LENGTH(HEIGHT).AN EFFECTIVE H GHT2/3).
3.1. USE THE AREA BETWEEN STRUCTU •RES LY-THIS INCLUDES AREAS BETWEEN STRUCTURAL
120 ft -60.3 -60.3 -59.0 -58.0 -57.v LL -110.5 -110.5 -104.9 -100.9 -97.8 MULLS,COLUMNS,ETC. s
+60.3 +60.3 +58.2 +56.7 +55.5 � > 120 ft +60.3 +60.3 +58.2 +56.7 +55.5 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST
W (10 SQUARE FEET)SHALL BE USED.
170 ft -64.0 -64.0 -62.7 -61.6 -60.8 0 170 ft -117.4 -117.4 -111.4 -107.2 -103.9 3 THAN PUBLISHED ROUN THE RIBUTARYLARGE AREA
PUBLDOWN ISHED TO
THE SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS
+64.0 +64.0 +61.8 +60.2 +59.0 w +64.0 +64.0 +61.8 +60.2 +59.0 4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN
65.9 -65.9 -64.5 -63.4 -62.6 O -120.8 -120.8 -114.6 -110.3 -106.9 ACCORDANCE WITH CODE.
S. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd
200 ft +65.9 +65.9 +63.6 +61.9 +60.7 u- 200 ft +65.9 1 +65.9 +63.6 +61.9 +60.7 REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
-67.0 -67.0 -65.6 -64.5 -63.6 0 LD LD -122.8 -122.8 -116.5 - 0 . t
AL NOTES:
220 ft w 220 ft OCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEAL
+67.0 +67.0 +64.6 +63.0 +61.7 J 0 +67.0 +67.0 +64.6 + _ GITALLY SEALED WITH DATE-GEOGRAPHIC AREA&PERMITTEE LIMITATIONS.
Q w ES ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-115-68.0 -68.0 -66.6 -65.5 -64.6 -124.7 -124.7 -118.3 -1 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
240 ft +68.0 +68.0 +65.6 +63.9 +62.6 > w 240 ft +68.0 +68.0 +65.6 + 6N IS BASED ON THE ULTIMATE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE
__ . 'WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR DETERMINING PRESSURE RATINGS.
-68.5 -68.5 -67.0 -65.9 -65.1 -125.5 -125.5 -119.2 - 11 lASCE 7-16 RISK CATEGORY IS INDEPENDENT OF THESE RESULTS.FIND RISK CATEGORY VELOCITY TO BE LESS
250 ft ,3 250 ft THE RATED LIMITING ULTIMATE WIND VELOCITY REFERENCED ABOVE.
+68.5 +68.5 +66.1 +64.4 +63.1 +68.5 +68.5 +66.1 +64. 4.TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
Z S. INTERNAL PRESSURE COEFFICIENT(GCPI=+/-0.18)-FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
260 ft 68.9 68.9 67.5 66.4 65.5 a 260 ft -126.4 1-126.4 -120.0 -115.4 -111.9 6.VERIFY USE OF Kd(DIRECTIONALITY FACTOR REFERENCED ABOVE)WITH LOCAL BUILDING DEPARTMENT.
+68.9 +68.9 +66.5 +64.8 +63.5 W z +68.9 +68.9 +66.5 +64.8 +63.5 7•HVHZ S HIGH VELOCITY HURRICANE ZONE &FOR AL&ELEVATIONS
COUNTIES).
_ 8.TABLES ARE FOR VERTICAL SURFACES ONLY&FOR ALL ELEVATIONS ABOVE SEA LEVEL(Ke=1.0).
-69.4 -69.4 -67.9 -66.8 -65.9 a- -127.2 -127.2 -120.8 -116.2 -112.6 9.THIS MASTER PLAN SHEET IS GENERIC IN NATURE AND DOES NOT SERVE AS A SITE-SPECIFIC DOCUMENT.
270 ft ¢ 270 ft 10. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE
+69.4 1 +69.4 +67.0 +65.3 +63.9 O z +69.4 +69.4 +67.0 +65.3 +63.9 TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED
U l7 AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF
-69.8 -69.8 -68.4 -67.2 -66.4 -128.0 -128.0 -121.5 -116.9 -113.3 THE USE OF THESE TABLES IS OFFERED HEREIN.
280 ft +69.8 +69.8 +67.4 +65.7 +64.3 280 ft +69.8 +69.8 +67.4 +65.7 +64.3 11. THIS SPECIFICATION DOES NOT OFFER ANY PR OVED CERTIFICATION. REFER TO ANY SEPARATELY
_ SUBMITTED TEST CRITERIA AND OTHER A OR D LATION INFORMATION AND APPLICABILITY OF
-70.3 -70.3 68.8 -67.0 128.8 -128.8 -122.3 -117.6 -114.0 THESE TABLE VALUES WHICH IS TO BE VE OTHE IN ACC• CE WITH GOVERNING CODES.
290 ft I ft 12. ADHERE TO ALL LOCAL IMPACT PRO - I _ _ NA19_
+70.3 +70.3 1 +67.8 +66. 6 +70.3 +70.3 +67.8 +66.1 +64.7 13. NO CERTIFICATION IS OFFERED FOR fiH I F� H• STRUCTURE.
14. EXCEPT AS EXPRESSLY PROVIDED H E D TiIO L IFICATIONS AZR AFFIRMATIONS ARE INTENDED.
vz - iSn<cnN p
INTERIOR ZONE 4 EXTERIOR O i�•QN, MEAN ROOF HEIGHT MRH EXPLAINED rn-n n pz
a= 10%OF LEAST HORIZONTAL DIMENSION -40 �t Z;O D O 3 G
LEAST HORIZONTAL O O to P a
ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BU DIMENSION H D n m A m G p 1 o 0 0 o r
° PEAK ROOF 000D. ooma,0 m v0W mrm V
THAN 4/o OF LEAST HORIZONTAL DIMENSION OR 3FT. HEIGHT 5 5 m rZI1 0 3 70 ~ o o¢°z c o o=m Z a n m c Ln Ln �a
USE CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN ,Z7 m'-'m Z H z A m z m C W N m^-1 m r m Z � 1
ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3� z M 3� N v�m m 3 Z o-z 0 z z o n O O I®/�
ROOF 2 5 4 �-+ O� mm- z m mOp2a-'_ T7°'� 0
EAVE O �Zz �O_. =�inm oPocTON� pmG
MEA HEIGHT CDR° ;o =„z9 a3?q'"o_m_ aD
a a ROOF Z ROOF MRH) \ r r"O �ozz0 °zn�ac) IzzG �
rf ) r HEIGHT HEIGHT WIND o O't m� yn 1 3 0 = m{p
(MRH) O FLOW �p� orl coom DAz;-- om -n A
4 l 5 = m3A�" F.mnj�� mT0 �o
5 <�m 1 coz�o oz �aIn Dam
5 0 5 4 4 \ 4 c:> a2ZOm °9� Mz 4� 2z
ay O O PLAN VIEW pzn mm,LA paom anz
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COMPLEX =0- oo m�m� oC3 N1 t PEELEVATION �� ISOMETRIC CORNERS 5 5 ZM5. ° omN Nm :Rmc�ard
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o INENBSUES DBWN FBKD ,°2�ZD 7TH EDITION FLORIDA BUILDING CODE EP�1P�ENFEERING o In
.. y Fillecopy,,�y. EXPRESS
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DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVE, SUITE 106 "- O m -\-
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THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, DEERFIELD BEACH, FL 33442 z p N m
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 3-{
7 1 (954) 354-0660 866-396-9999 m a t
p z WRITTEN CONSENTER ENGINEERING EXPRESS.ALTERATIONS, ASCE / _ .L m O 3'-
G m ADDITIONS,OR OTHERMARI(INGSTOTHISDOCUMENTARENOT TEAM@ENGINEERINGEXPRESS.COM p z .o m
0 PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERING EXPRESS.COM < n
Identification Schedule for Opening Protective Device or System
(The fbllotia--ing minimum information shall be provided to facilitate plan review and inspection of the proposed installation,opening,protective device or system)
Address: 10200 S Ocean Dr #402, Jensen Beach, FL 34957 Type of Structure: Rtis i�ti NTI at- PERMIT#:
Dev. Device Device P'PProve Shutter Shutter y� Anchor
Width Height _Spacing# Type Manufacturer �' Iv ck°ti
R��u2F �`�
1. �1 Accordion _ A.S.S.A. FL389 RIO - 54.9 43 86 46 _ Tapcon 10 Concrete
2. f` Accordion A.S.S.A. FL389-RIO - 54.9 43 47 46 Tapcon 10 Concrete
3. _ Accordion A.S.S.A. FL389-RI O -52.8 67 92 70 Tapcon 10-9.5 Concrete
I,