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This information is believed to be correct at this time but it is subject to change and is not warranted.
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JUN 0 120116,
PER"ol1TT1NG
St. Lucie County, FL
Design Data and Installation Schedule REBECCA RHOADS PAGE-01
Opening Shutter Anchorage Shutter Wind Anchor Type Max.Anchor Notes
Number Type Top/Bottom Height Pressure Tapcon, Rawl Spacing
C, M,W Inches PSF Neg. Lag ect. Inches
Upper/Lower Upper/Lower
1 050 ALUMINUM CEMENT 62 39.4 PANELMATES 12/12
2 050 ALUMINUM CEMENT 48 39.4 PANELMATES 12/12 FRONT DOOR
3 050 ALUMINUM CEMENT 62 39.4 PANELMATES 12/12
4 050 ALUMINUM CEMENT 62 39.4 PANELMATES 12/12
5 050 ALUMINUM CEMENT 78 39.4 PANELMATES 12/12
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7 a'
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07/01/2015-9:22am DanieIG V:\Pro)ects\ 2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg
51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH MRH < 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'Cl BASED ONKd=0.85 '
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE:
Roof Tribute Area S Ft Roof Tributa Area 5 Ft 1. TABLES ARE INTENDED TO F,p,); ORST CASE'PRESSURES.'WORST CASE'IS
DEFINED AS THE CRI NKN WN VARIABLE AS DESCRIBED BELOW.
Height 10 15 20 25 30 - fight SO 15 20 25 30 35 40 45 50
USE OF CRITICAL CO Q�4 6' ITH THESE TABLES.
-31.9 -31.1 -30.6 -30.2 -29.8 -2 r"' i -39.4 -37.8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2.TABLES VALID O ROOF HEIGHT AS LIMITED ABOVE.
0-15 ft .� '3 3-15 ft +29.4 +28.6 +25.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 3 TABLES VALID F •.• L 7 APPLICABLE REDUCTIONS FOR ROOF SLOPES
+29.4 +28.6 +28.1 +27.7 +27.3 + •' _ YYY LESS THAN 100 SHA - _ INEER AS A SITE SPECIFIC CONDITION.
-32.4 -31.6 -31.0 -30.6 -30.2 -2 +7,y 2 '�4g' 2 C -39.9 -31A -37,3 -36.4 -35.7 -35.1 -34.6 -34.1 -33.7 4. IDENTIFY THE B U � OF HEIGHT.IF THE MEAN ROOF HEIGHT
16 ft +29.8 +29.0 +28.5 +28.1 +27.7 + '; G. 161t +29.8 +29.0 +28.5 +28.1 +27.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE IDENTIF d -rdB T.
S. ALWAYS ROUND G` E LE VALUE OR CONSERVATIVE ASSUMPTION.
17 f[ -32.8 -32.0 -31.4 -31.0 -30.6 -30. ` �• •6ry 17 ft -40.5 -38.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 6.CALCULATE THE TRI LYFX E OP NING IN QUESTION(HEIGHT'WIDTH)OR
+30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 7.1 +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 +27.3 1+27.1 1 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-33.2 1-32.4 -31.8 -31.3 -31.0 -30.7 -30.4 -30.2 -30.0 -40.9 -39.3 -38.2 -37.3 -36.6 -36.0 -35.4 -35.0 -34.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL
18 ft OPENINGS
+30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 18 f[ +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 AREAC
OF AN OPENING CANNOT BE IDENTREAS IFIED,ED,THE MOST CRETWEEN ITICAL(10 SQUARE FEET)L MULLS. IF THE SHALL
-33.5 -32.7 -32.2 -31.7 -31.3 -31.0 -30.8 -30.5 -30.3 -41.4 -39.8 -38.6 -37.7 -37.0 -36.4 -35.8 -35.4 -34.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
19 f[ +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
7, IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
•33.9 -33.1 -32.5 -32.1 -31.7 -31.4 -31.1 -30.9 -30.6 -41.9 -40.2 -39.0 -38.1 -37.4 -36.8 -36.2 -35.7 -35.3 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
20 ft +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28,0 20 ft +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
-34.3 -33.4 -32.8 -32.4 -32.0 -31.7 -31.4 -31.2 -31.0 -42.3 -40.6 -39.4 -38.5 -37.8 6.6i -36.1 -35.7 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
21 ft +31.6 +30.8 +30.2 +29.7 +29.3 +29.0 +28.7 +28.5 +28.3 21 ft +31.6 +30.8 +30.2 + MUNICIPALITY SITUATIONS
IN ACCORDANCE WITH CODE.
�;, �°�2$,0 �8.� +28.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
-34.6 -33.8 -33.2 -32.7 -32.3 -32.0 -31.7 -31.5 -31.3 -42.7 -41.0 -39.8 -3} .5 -36.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
22(t +31.9 +31.1 +30.5 +30.0 +29.6 +29.3 +29.0 +28.8 +28.6 22 ft +31.9 +31.1 +30.5 + ;0 ' 8.8 +28.6 GENERAL NOTES:
-34.9 -34.1 -33.5 -33.0 -32.6 -32.3 -32.0 -31.8 -31.6 -43.1 -41.4 -40.2 - 0 3 6.8 -36.4 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
23 ft +32.2 +31.3 +30.7 +30.3 +29,9 +29.6 +29.3 +29.0 +28.8 23 ft +32.2 +31.3 +30.7 + ;3 9:9 +28.8 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-35.2 -34.4 -33.8 -33.3 -32.9 -32.6 -32.3 -32.1 -31.8 -43.5 -41.8 -40.6 1�=
36.7CRITERIA AS OUTLINED HEREIN.
24 ft THE WIND SPEED AND
+32.5 +31.6 +31.0 +30.6 +30.2 +29.8 +29.6 +29.3 +29.1 24 ft +32.5 +31.6 +31.0 9.6 +29.3 +29.1 EXPOSU E SPECIFIED.2.DESIGN IS BASED O HESE TABLES NOT FOR N THE 3 SECOND GUST(USE WITH WIND OES ESSENTIAL FACILITIES OR ASSEMBLY
-35.5 -34.7 -34,1 -33.6 -33.2 -32.9 -32.6 -32.3 -32.1 -43.9 -42.1 -40.9 -40.0 -39.2 -38.5 -38.0 -37.5 -37.0 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
25 ft +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 25 ft +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
-35.8 -35.0 -34.3 -33.9 -33.5 -33.1 -32.9 -32.6 -32.4 -44.2 -42.5 •41.3 -40.3 -39.5 -38.9 -38.3 -37.8 -37.3 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
26 f[ +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 26 ft +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 WALLS AND VERTICAL SURFACES ONLY.
-36.1 -35.2 -34.6 -34.1 •33.7 •33.4 -33.1 -32.9 -32.6 -44.6 -42.8 -41.6 -40.6 -39.8 -39.2 -38.6 -38.1 -37.6 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. HESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E.
27 ft +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 27(t +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-36.4 -35.5 -34.9 -34.4 -34.0 -33.7 -33.4 -3 -44.9 -43.2 -41.9 -40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND CORf3ES ING WIND VELOCITY,EXPOSURE,AND OTHER
E .��_._,,,__ COEFFICIENTS LISTE E N 195 Al" A NO VERIFIED BY THE GOVERNING
28 ft +33.6 +32.7 +32.0 +31.6 +31.2 + ;3+ kti Biu: y 8 ft +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUILDING DEPARTM �♦T O E ' RRAN I T FOR APPLICABILITY OF TABLE
-36.7 -35.8 -35.1 - OR
34.7 -34.3 -3 c IN -45.3 -43.5 -42.2 -41.2 -40.4 -39.8 -39.2 -38.7 -38.2 VALUE USE IS OFFERqq
29 ft +33.5 +32.9 +32.3 +31.8 +31.4 + 1 29 ft +33.8 +32.9 +32.3 +31.8 +31.4 +31.1 +30.5 +30.5 +30.3 5.THIS SPECIFICA W I �' . ER ANY PRODUCT APPROVED
CERTIFICATION. RE SBBA _ ' MITTED TEST CRITERIA AND OTHER
-36.9 -36.0 -35.4 -34.9 -34.5 -3 - -45.6 -43.8 -42.5 -41.5 -40.7 -40.0 -39.5 -38.9 -38.5 APPROVALS FOR DE • MATION AND APPLICABILITY OF HESE TABLE
30 f[ +34.0 +33.2 +32.5 +32.0 +31.6 + p'. _ 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IST L} V - ,,C).�:` �t CCORDANCE WITH GOVERNING CODES.
6.ADHERE TO ALL O d TEM ORDINANCES.
-37.4 -36.5 -35.9 -35.4 -35.0 -3 . .8" -46.2 -44.4 -43.1 -42.1 -41.3 -40.6 -40.0 -39.5 -39.0 7,NO CERTIFICATIO B V IsV ITY OF THE HOST STRUCTURE.
32 ft +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31. 0 y 32 f[ +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.4 +31.1 +30.9 8.EXCEPT AS EXPRESSLY P 4 1 IN,NO ADDITIONAL CERTIFICATIONS OR
-38.2 -37.2 -36.6 -36.1 -35.6 -35.3 -35.0 -34.7 -34.5 -47.1 -45.2 -43.9 -42.9 -42.1 -41.4 -40.8 -40.2 -39.7 AFFIRMATIONS ARE INTENDED.
35 ft +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 35([ +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF
-39.2 -38.3 -37.6 -37.1 -36.7 -36.3 -36.0 -35.7 -35.5 -48.4 -46.5 -45.2 -44.1 -43.3 -42.5 -41.9 -41.4 -40.9 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT
40 k +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 40 ft +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 DIMENSION OR R MORE
USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF
-40.2 -39.2 -38.6 -38.0 -37.6 -37.2 -36.9 -36.6 -36.3 -49.7 -47.7 -46.3 -45.2 -44.4 -43.6 -43.0 -42.4 -41.9 EAVE HEIGHT
45 ft +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 45 k +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 µ ROOF
-41.1 -40.1 -39.4 -38.9 -38.4 -38.0 -37.7 -37.4 -37.2 -50.8 -48.8 -47.4 -46.3 -45.4 -44.6 -43.9 -43.4 -42.8 1 I HEIGHT
50 f[ +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 50 ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 5 Q
55 ft -42.0 -40.9 -40.2 -39.7 -39.2 -38.8 -38.5 -38.2 -37.9 55 ft -51,8 -49.8 -48.3 -47.2 -46.3 -45.5 -44.8 -44.2 -43.7 5 I ® I 5 !� ® 4
+38.7 +37.7 +36.9 +36.4 B
+35.9 +35.5 +35.2 +34.9 +34.6 +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6
-42.7 -41.7 -41.0 -40.4 -39.9 -39.5 -39.2 -38.9 -38.6 -52.8 -50.7 -49.2 -48.1 -47.1 -46.3 -45.7 -45.0 -44.5 ELEVATIONQS
60 ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 60 ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 WALL ZONE FIGURES ` IS ETR C
C) REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o m�
D CD P [NIT ISSUE GSS TSB 03/05/12
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 �oi oz
' _ ( 1 ) EXPRESS° K 1 A"
REV 2014 FBG DGM TSB 06/10/15 \ / A \ v°r
">J 2 -_ - ASCE 7-10 CHAPTER 30 CORPOR-E OFFICE: = O ! AOm
Z m160 SW 12th AVENUE, SUITE 106 " I z
Ij DESIGN LOADS FOR COMPONENTS &CLADDING _ z
DEERFIELD BEACH, FL 33442
P o v D
MASTER PLAN SHEETm m N A
t O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)354-D66D F:(9S4)3$4-D44B C,3 O
_J] Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH 119BB5 m y
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WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, v
m ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7 O E:HELLO@ENGINEERINGEXPRESS.COM 0 m
PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGIN EERINGEXPRESS.COM
ry
5/9/2016 Florida Building Code Online
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Y• : g"q� Product Approval _
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Product Anorovat Menu>PNd•,:d 9r;,nmlca <-5nan-h>A99Ii:;al:ipo!.;5:>Application Detail
FL# FL11964-R3
•••• '' Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Eastern Metal Supply
Address/Phone/Email 4268 Westroads Drive
West Palm Beach, FL 33407
(800)432-2204
Irodriguez@eastemmetal.com
Authorized Signature Bill Feeley
Irodriguez@eastemmetal.com �'_
Technical Representative pp @�
Address/Phone/Email JUN
PERMITTiNG
Quality Assurance Representative
Address/Phone/Email St. Lucie County, FL
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Walter A. Tillit,3r
Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2017
Validated By Frank L. Bennardo, P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL1 964 R3. CQI INPANEL3CLpdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/23/2015
Date Validated 04/28/2015
http:/A ww.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSWBnWfrMbw7%2f8y6O3fOplll4Q%3d%3d 112
519/2016 Florida Building Code Online
Date Pending FBC Approval 05/04/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
.................*------- ...............................................................................................................................................................................................
::11964.1 0.050"Bertha Aluminum Storm Panel(2 Corrugated aluminum Storm Panels retained or not by tracks to
i inch)- Drawing number 15-045 provide hurricane protection.
..............................................................................................................................................................................................................................................
Limits of Use Installation Instructions
.Approved for use in HVHZ: No F1.11954 R3 H F..ASTERN MF-A!_SLrPPi_Y-I:VC. CiRW_.15-O�S.af1f
E Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc.
i Impact Resistant:Yes € Created by Independent Third Party: Yes
Design Pressure: N/A E Evaluation Reports
Other: Large missile. Max. span is 13'-0"for+30, -30 p.s.f. ASD I FL11964 R3 AE EASTERN METAL SUPPLY INC. P.E.R. DRWG.15-
i and 4'-0"for+90,-130 p.s.f. ASD for retained panels. See sheet 21 045.Udf
i of installation drawing for other spans and pressures. I Created by Independent Third Party: Yes
11964.2 24 Gage Bertha Galvanized Steel Panel Corrugated steel storm panels retained or not by tracks to provide
(2 inch)- Drawing number 15-041 hurricane protection.
E Limits of Use Installation Instructions
Approved for use in HVHZ: No FI,11964 R3 11 FAST FRN METAL 5UPP1_Y INC. DRWG.�5-fr4l.odf
Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc.
i Impact Resistant:Yes Created by Independent Third Party: Yes
i Design Pressure: N/A Evaluation Reports
Other: Large Missile. Max. span is 9'-10"for+32.6, -32.6 p.s.f. FL11964 R3 AE EASTERN METAL 51IPPLY INC. P.E.R. DRWG. 15-
ASD and T-8"for+58.0,-58.0 p.s.f. ASD See sheet 2 of 1 041Tpdf
i installation drawing number 08-149 for other spans and pressures. E Created by Independent Third Party: Yes
j
Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
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Product Approval Accepts:
http://www.floridabuilding-org/pr/pr app dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSlBnWfrMbw7g/o2f8y6O3fOplll4Qg/o3dp/gad 2/2
�eta�eeL ;
1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIFD FOR COMPLIANCE IN
ACCORDANCE WITH IRE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE,THIS STORM PANEL SHALL=BE INarALLEO AT N17T='S:
HIGH VELOCITY HURRICANE ZONES (MMMI-DARE/BROWARD COUNTIES). 8.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS,S.G.TAPCONS.ELCO PANELµ4TE,ELCO WAS.
IMO THE CONCRETE BLOCK UNIT SHALL BF 1 1/4'.
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1509 OF THE ABOVE MENTIONED CODE, 8.2) -3/4,•0 SOLID SET ANCHORS SHALT BE ENTERNLY EUBEDDED INTO THE CONCRETE BLOCK UNIT
FOR A WIND^PESO AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL Be.PEA.MaTFD.
FOR A DIRECTIONALRY FACTOR Kd^D.85.USING ASCE 7-10 FOR,INSTALLATIONS UNDER 2014 FEIC AND SMALL 1/4'0-20 CREWS USED SMALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS
NOT EXCEEO THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9'THRU 17. WITH NO STUCCO.
B.3) IN CASE THAT PRECAST'-,TONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS
IN ORDER TO VERIFY THE ABOVE F,OND2TK3N,ULTIMATE DESIGN WEND LOADS IIf.1tXM3NED PER ASCE 7-10 SMALL BE LDNG
SMALL DE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BE7•INO SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES
TO COMPARE THESE W/MAX.(ASD) DESIGN PRESSURE RATINGS INDiCA111)ON SHEETS 2, 7,9 THHU 17. 1N 8.1)&8.2)ABOVE,
IN OROLR TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 337
INCREASE (C) TO EXISTING WOOD FRAME BUILDINGS,SFE SPECIFICATIONS ON SHEETS. 12, 13, 74& 15.ANCHORAGE SHALL BE
U4 ALLOWABLE STRESS FOR WIND LOADS WAS N. L USED it{THEIR ANALYSTS,A DURATION C0=3-60 WAS PERFORMED BEYOND ANY FMSH MATETW%L AT WALL UK£BRICK VENEER,STUCCO OR ANY OTHER FINISH,
USED FOR VERIFICATION OF FASTENERS!N WOOD.
STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE NAS DEIN VERIFIED IN ACCORD ANCE WITH SECTION (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
1609,1..?OF THE ABOVE MENTIC14FD CODE AS PER AMERICAN TEST LAB REPORTS#0321.01•-05, #04+12,01-05 AND MANUFACTURER.
Of 19.01-06,PER ASTM E 1886--02,E 10fl6•-42 AND ASTM E-330 STANDARDS, QUAUFIFD FOR WIND ZONES 1, 2 AND 3;
MISSILE TYPED(BASIC ASTM PROJECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FAGYtTfItwS AS DEFINED BY SECTIONS 7. PANELS MAY ALSO W 114STALLED HORIZONTALLY FOLLOWING IN.STALLA11ON DEIALS SHOWN ON SECTIONS 1 THRU 13
8LL AI AND 6.2.1.2 OF ASTM E rAS SMALL
(SMELT 4 THRU 8)EXCEPT 71W HEADERS Z 3,3A&4 SMALL NOT BE USED.
2 ALL ALNMINUM SF[EF:T METAL PALJE45 SHALL HAVE x052-1432 OR:5004-1434 ALLOY.
B. It SHALL BE THE RESPONSMILAY OF 114E CONTRACTOR TO VERIFY Tr1E SOUNDNESS OF THE'STRUCTURE WHERE SHUTTER IS
3.ALL ALUMINUM EXTRUSIONSBE ALUMINUM ASSO-tRTTOFI 6063-TR 6 ALLOY&TEMPER UNLESS OTHERYASE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUFT SHALL ONLY BE ATTACHED TO CONCRETE•BLOCK OR
STORM PA.N4 COMPONENTS STUDDED PLATE AND - SNAP CAP ARE PAII:W PENDING. WOOD FRAME BUILDINGS.
4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.'!HE INSTALLATION CONTRACTOR IS TO%U./CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAM RI CONTINUOUS '
ON 50019 W/50 ksi YIELD STT"(N TH AND 90 kYi TENSILE STRENGTH&SHALL COMPLY W/FCORiDA BUILDING CODE CONTACT WITH THE.BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND Sf,VL SHUTTER TRACKS ALL AROUND FULL
SECTION 2411.3.3.4. LE14GTTI,
1. BOLTS TO BE.ASTM A--307 C,ALVANIZED STEF3.OR AISt 304 SOZIES'STANLESS STEL,WITH 35 ksf MINIMUM YIELD S-TFEdGTH. t0. (a)THIS P.E.D. PREPARED SY THIS I IONEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SBE SPECIFIC
PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
6. aNC.HO>Yi TO WELT.SHALL 9E t5 FOLLOWS:(UNLESS O-fHEP.4YtSE 1#0710)
(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE:AND tNSTA.LLATLON INCLUDING UFF SAFETY OF THIS
-1/4"0 TAPCON ANCHORS AS MANUFACTURED BY LT.W./BUILDEX. PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SRE DOES NOT DbW. TE FROM THE CON31110NS DETAILED ON THIS
-1/4"0 S.G.TAPCONS AS MANUFACTURED BY TfW/WU.DEX DOCUMENT. CONSTRUCTION SAFEIY AT SUE IS THE,CONTRACTOR'S RESPONSIBILITY.
-1/4"0 PANEL MATES ANCHORS MALE OR WAS AS MANUFACTTIRED BY ELCO CONSTRUCTION PRODUCTS.
-1/4'0 X 3/4'SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, (C)THIS P.E.D. WILL BE CONSIDERED IWA1ID IF ALTERED BY ANY MEANS,
NOTES: (d) SITE SPF,CIFIC PROJECTS SHALL.BE PREPARED BY A FLORIDA RCaSMRED ENGINEER OR ARCHITECT WHICH WILL
A1)MINIMUM EAfSEDMEW INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G.TAPCONS is 13/4';FOR LOCO BECOME THE€ENGINEER OF RECORD(E.O.P.) FOR-THF.PROJECT AND WHO WILL BE RESPMVERE.FOR THE PROPER
PANELNiATE AND FICO YVS IS 2". USE OF T14E P.E.D.
ENGINEER OF REOORD,ACTING A.A DELEGATED ENGINEER TO THE PXD.ENGINEER,SMALL SUBMIT TO THIS LATTER
A.2) 3/4'4 SOLID CET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR ROAFW.
SRXCO SHALL BE PERMITTED.
-T/4"0 -20 SCREWS USED SHALL,BE: 1 1/2"LONG MINLVUM SHOULD STUCCO EXIST• AND I'MINIMUM FOR (e}THIS P.E.D.SMALL BEAR T14E DATE AND ORtGiM.%SEAL AND SNGNATURE OF THE PROFESSIONAL-ENGINEER OF RECORD -
WALLS WITH NO STUCCO. THAT PREPARED IT.
A,3) IN CASE M46T PRECAST STONE, PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON TILE EXISTING WALL OR 11• S14UTTER MANUFACTURER'S LABFJ,SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
FLOOR,ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY
SMALL BE 4S INDICATED ON NOTES A1) &A2)ABOVE. OPENING. LABE2ING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING COD€,
(9) TO F.XiSTINC CONCRETE BLOCK WALL:
-1/4"0 TAPCON ANCHORS AS MANUFACTURED BY LT.W./BUILDEX-
-1/4'0 S.C.TAPCONS AS MANUFACTURED BY tIW/BOLDEX.
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•1/4"0 x 3/4"SOLID SET ANCHORS,AS DISTRIBUTED ALL POINTS SCRIEW, BTHIS DJ4ASHALL ONLY!3E 1/SED TO
OLT&SPECIALTY COMPANY. THIS
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tr a 112' 12' IV IZ- (2' t2' a 6.2" 12' a Ile f(6omw 9• r e 1. 9" 9' 9" T 9' 7- r(d0m' )
t2' I(IA 12' NIA 72' NIA 72 N/A 12' NIA 1(Imp) 9' NIA 9' NIA P' IVA 9' N/.4 1. NSA 2(1M)
g• a I/7' 9' —a- 9' A'/2" 0, a 1/Z' 2(mmf) 9• 4' 9'' 9' 9' 6' Y' 7' 9' z(Dcrmu)
Y' NIA 9' NIA 9' NIA 9- N/A 9• NIA 34(MA) 8• N/A 9- WA 9' WA g- MIA 9` N/A a(7DP)
9- 9' A IA- o' 6 112' 3(O.JTIDA!) 9' 4' 9' g' a^ 9' 7' 7. 0' 5 l$OimN)
f2- 12' lr Ir 12' a 112" 12' a I/2'
4(1m) 9' 7• B' C 9' B' A' 7' 8' )" 3(A>PJ
12' 4 I/2' J2• it 72' 1. 12- a f1r (2' a 1J1!' 4(MUM(1 s' Y" 9' 9' $' 9' g" 7' s' Y 4(6Dmw)
9' N/A 3• N/A 0' N/A Y IIIA 9' N/A SA(71W) E- NIA 1. NIA Y_ NIA o' NIA g' N/14 :A(top)
6 112' WA 7 112' N/A a' NIA 7 r/2' KIA N/A W4 5}wrmp) 5' N/A 6. NIA 7- NIA 1' PIA WA N/A 5(LC mu)
C NIA' 9 IA- NIA ro" N/A 9 i/r 141A NIA WA 6(7A) 7' NIA R' NIA IV, RIA a" NIA A/A AA (7oP)
iaC.t)-'RO 6 14" NIA 7 1/Z' N/A 6' WA 7 1121. N/A K/.A 1(/A 6(BOrrJN) _pra' }{pq_0oa r NIA C WA %' W4 Y NIA NIA N/A 6(E mnw) Y.a,
a 00.p,'t0.0 6' NIA 6 1I8' NIA 7' N/A 6 r/7' NIA NIA NIA Y(rOP) 12-d' .M0.0,-170.0 5- NIA 6- NIA Y NIA 7- NIA NIA N/4 7(7M)
d' NIA a'112' N/A Y N/.Q 6 112' NIA N/A NIA 7(30TfPAf) WA 8' 1/NIA )" NIA 7'
7714 N/A !(IA 7{LrormW
n1A NIA 12'• lr A IZ-A 12'• 12'• 6•a r2'- 6'• a(7DF). 1414 N/A 12• C f2` a' 12' 16' 1. 6 el)
A(At IIIA 12'. /2-• 72-• ;Z-• 12'. 6" 12•' d-• 6(6Pr7ik!)r NIA NIA (2' 6. tr tr' IZ- 6' 1. a(Lorm)
N/A tYA (z'• iY• td'• tY' r?'• 5'• 7l.'• d`• 9(r0%• KJR KJA L" 6' !2' 6• 12 5' 12- e" 9{r7r)
12' 4 1/-2' ra' 12' f2' W 12- 3 1/2' 12' d 1/2- 9(wTR;(Q 9' 7' 1. g- 9' 9' 1. g' T 9 fh*rw '
9' NIA NIA 10' NIA 9 f12NIA .VIA 61A IO(mP) 7' NIA 8- NIA to' N/A a' NIA NIA Ar'4 f0(xp)
C NIA 6" N1A 61At,4 6' RIA NIA N/A f0()"mm) S' N%4 d' NIA 6' N/A G' NIA NIA NIA 10(Mr7rxl)
g' ♦i/2` WA NIA IVA AIA 9' 4 V2' 9' 4 112' 1'A(-WP 9' a' ffNIANIA NIA NIA 7' 7' T' 7- 1'A(w)
9` 1 112' N/A N%A YJANIA s. t 112' 9- a 1I2' rt(ft'mw) 5' d' A NIA WA Y Y r 11(a07r0.VJKJA G' N/A 5- NIA 6' N/A f{1A 1/A 13(rOP) d' N/A A 6' N/A C N/A NIA N/A 71(m')
6NJJA 5 NIA 6' N/A 6' N/A NIA NIA IJ(BEWW) 9 N/A A 6' N/A 6- N/A NJA A%A IJ(LiPRLW)
•Wr 6'C4:FDR PANEL LFNCN75 IARCFR MAY/U'-0'AND USE WAS SNDWN ON SaXoV(G IUR PANDS LFA'0fff.1'F.W a ort'HeR ?77M io'-o'
ANCHORS LEGEND
..AAM"ANGNDR SYWW'Z7 ARE VALm FOR J 112'ELS DSTAWX FOR ED.tM TI,,W-!112'. Nr''
RFDr1..E ANCfdJR SFWWC AY ARE71K)GY0 5PA0XG.17,c vII ON 5'CH.f=F or IW FUtLO;WNO F.AIORS. ANeMR ME ANCHOR
(NOTE FLx E.D;FOrt SY47D5E7 AFK710fi'S!S 39 ••-•+`•��•+• �'��
FOR fM0 OPfR47RXN 70 aE POS'`'1871,r7FLWC 'SFAC;NG OarAftp 02K FA71)R"a hor VE
LESS INO WMA.f 5'FAaWG 1NDi 7kU FUR Mil AfXhtW rIPC ATANf MS LLUEfOA rO,i vYW CRFGf11AR OR S.G.)PANELK4r£DR YANxU/.17E NAS S"
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fAcroN SPUD sEr 3'
ACRAL E'd :.4PCON(NkYrUtAR) SG WaW,PAM1RAATE OR PANG lff nAS sow w
! s' .86 .75
2 f12' .71 .50
2- .so }iYtE tir:c aTFJJ
FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
elms mum,w- 0.050" BERTHA ALUMINA!STORM PANEL F,It7.
t4rj.y�;u'7 *' (2,00' DEEP) OWN 6r
EA57ERN I SUPPLYY,, INC r r 1$
4266W War xmas DRRe
'•r✓,;c"y� S;'Q�• !w nwr TrsnNR a ENGINEERING COMPA A• VaT I"6EAclt FL aND7 15-045
`It"" •'••', \}' aws Mx.tl�e.,s1,:I..ws..+1C¢6+lJi9Pu.11.as'as
140-&r):09—a,rAN.(_V-)64I-77r6
✓�+ti\n •.:s* �\},4`^ nio.r (JO6)617-7636.rn:F1arY71tb53! A•J4W1 Na
EB-0006710 acro +aw�+sw auc ns.r. twacvw ax
L 15541}V•` WALTER A nLUT Jr,,P.F. on rl.r<r 1 SNEu 1l or 17
A1fS{STEE
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