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{fes :u FL# FL15094-R3
Application Type Revision 0
Code Version 2017
Application Status Approved 9
Comments Z
N
Archived 0 '
Product Manufacturer Eastern Metal Supply
Address/Phone/Email 4268 Westroads Drive G�r� dad
West Palm Beach,FL 33407
(800)432-2204 sW
Irodriguez@easternmetaLcom 0
Authorized Signature Bill Feeley LU j
irodriguez@easternmetal.com 0
Imp
Technical Representative Ud
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
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 Walter A.Tillit Jr.,P.E.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/32/2020
Validated By John Henry Kampmann Jr.
Validation Checklist-Hardcopy Received
Certificate of Independence FL15094 5094 R3 COI EASTERN METAL SUPPLY INC. DRAWING 17-088
CERTIFICATE OF INDEPENDENCE.PDF
' scW
Referenced Standard and Year(of Standard) Stan and Year
ASTM E 1996 2005
ASTM E 330 2002
ASTM E1886 2005
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/13/2017
Date Validated 10/14/2017
Date Pending FBC Approval 10/25/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
15094.1 Clear Bertha Storm Panel-2"- Corrugated Polycarbonate storm panels retained or not by
Non-HVHZ-Drawing# 17-088 tracks to provide hurricane protection.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15094 R3 II EASTERN METAL SUPPLY,INC. DRAWING
Approved for use outside HVHZ:Yes 17-088 CLEAR BERTHA STORM PANEL.PDF
Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc.
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Large Missile,Max span is 7'-5"for+60,-60 p.s.f. Evaluation Reports
ASD.See sheet 3 of installation drawings for other spans and FI 150_94 R3 AE EASTERN METAL SUPPLY,INC. DRAWING
pressures. 17-088 PRODUCT OF EVALUATION REPORT.PDF
Created by Independent Third Party:Yes
0
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovr3aht 2007-2oi3 State of Fiorida.::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 electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address H they have
one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
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GENERAL NOTES., A 4)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,
f. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLWWCE IN ACCORDANCE ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS
WITH THE 2017(6th EDITION)Of THE FLORIDA BUILDING CODE. INDICATED ON NOTES At) AZ)&A3).
THIS STORM PANEL SYSTEM SHALL WZ BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MAMI-OAOE/BROWARD COUNTY). (8) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90
DESIGN WIND LOADS SHALL BE DETERMINED AS PER BECKON T6D9 OF THE ABOVE ALENRON£D CODE, -114"0 TAPCON ANCHORS 144NUFACIVREV 8Y LT.W. BUHDEX OR ELCO CONSTRUCTION PRODUCTS& 114"0 BLUE rAP
MANUFACTURED BY
FOR A WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND ANCHORS. LfFASTENERS, INC,
JANUA
FOR A DIRECRONLLl7Y FACTOR Kd-0.85,USING ASCE 7-10 FOR INSrAL1ATiONS UNDER 2017 FBC AND SHALL -!f4`0 ELCO
O MALE 7•ANELMATE'AtANt1FACROREO 8Y ELCO CONSTRtA:RON PRODtOC75.
NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS J&6. -1/4`0 X 314'ALL POINTS SOUD-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY.
IN ORDER TO VERLLY WE ABOVE CONAtRON, ULRMATE DESIGN WIND LOADS OETERMINED PER ASCE 7-10 NOTES:
SHALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS 8Y MULTIPLYING THEM BY 0.6 IN ORDER TO BI)MINLAROM EMBEDMENT Of TApcON, BLUE TAP ANCHORS AND£tco PANELNATES INTO THE CONCRETE BLOCK UNir
TO COMPARE THESE W/MAX. (ASD) DESIGN PRESSURE RAI7NGS INDICATED ON SHEETS 3&6. SHALL BE 1 114'
STORM PANEL'S ADEOL14CY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE{NTH SEC770H 1609.1.2 OF 8,2)314`SOLID SET ANCHORS SHALL. BE ENTERILY E146EDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO
IN.-ABOVE MENTIONED CODEAS PER A7LSF REPORT 1 06f5.01-11 &ATL REPORT P 0.102.01-AOR PER ASIM E 1886&E 1996, STUCCO SHALL BE PfRAITTED.
&ASTM E JJO-02 STANDARD. t/4`0-20 SCREWS USED SHALL BE 1 112-LONG MINIMUM SHOULD STUCCO EXIST,
2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYCARBONATE SOURCES WITH THEIR AND 1'MINIMUM FOR WALLS INTH NO STUCCO.
CORRESPONDING MODEL NUMBER. 9.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE
EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH! TO REACH THE MAIN STRUCTURE
GENERA.ELECTRIC PLASTICS LEXAN 103 BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES IN 8.1) &B.2)ABOVE.
DOWN CHEMICAL CALIBRE 302 V-6
CAVESTRO LLC. MAKROLON POLYCARBONATE SHEETS (C)ANCHORS SHALL 8E tt45TAttEO FOLLOWING ALL OF THE RECOMMENDATIONS AND SP£CtFICA7tON5 OF THE ANCHORS
MANUFACTURER.
MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS: 7. PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOYANG INSTALLATION DETAILS SHOWN ON SEC17ONS ! THRU 4,
SHEETS 4&5
TYPICAL PROPERTIES APPUGARLE STANDARD REFERENCE RESULT B. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED.
PHYSICAL,
SPECIFIC GRAVITY ASTM D792 1.20 01CC 9. IT SMALL BE THE RESPONSIBILITY OF THE CONIRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO
BE ATTACHED TO INSURE PROPER ANCHORAGE.
MEChMNICAL:
'i TENSILE YIELD STRENGTH ASTM 0638 6,700 p.s.O. t0. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN
FLEXURAL STRENGTH AT YIELD ASTM D740 12,500 s.i. ACCORDANCE WAIN SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SMALL BE PLACED FOR EVERY OPENING.
P• LABELING 70 COMPLY WITH/SECTION 1709 a2 OF THE FLORIDA BUILDING CODE.
FLEXURAL MODULUS ASTM D790 340,000 ps.t 11, THE INSTALLATION CONTRACTOR IS TO SEALICAULK ALL SHUTTER COMPONENT EDGES WHICH REAWN IN CONTINUOUS CONTACT
'V PACT• IWTH THE BUILDING TO PREVENT 07ND/RAW INTRUSION CAULK AND SEAL SHUTTER MOCKS ALL AROUND FULL LENGTH.
NOTCHED IZOD ASTM D256 18 FT-lb/b
ORE BURNING CILARA.I R1sTICS: 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
SMOKE DENSITY ASTM D2845 75 (MAX)
AAX !3. (AJ TILLS RED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES PROVIDE iNFORMAT70N FORA 517E SPECIFIC
RATE OF BURNING ASTM D635 C-1 CLASS
( ) PROJECT L£ WHET£ THE SITE CONDITIONS DEVIATE FROM THE RED..
SELF IGN177ON ASTM D1929 650 'F
(B)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS
PRODUCT, 84SED ON THIS P.E.D.PROWDED HEfSHE DOES NOT DEVOTE FROM THE CONDITIONS DOLED ON THIS
DOcUM£Nr.CONSTRUCTION SAFETY AT ST£IS THE CONTRACTORS RESpONS18KRY:
J. ALL ALUMINUM EXTRUSIONS S84LE BE ALUMINUM ASSOCA17ON 6063-T6 ALLOY& TEMPER.
f.Ott SCREWS r0 BE STAINLESS STEEL 304 DR 316 AS!SERIES OR CORROSION RESISTANT GUNNED L:4R80N STEEL AS PER DIN (C) THIS P.E.D. ML BE CONSIDERED INVALID IF ALTERED BY ANY MEANS
5001B W/50 KSI YIELD STRENGTH AND 90 KSI TENSILE STRENGTH&SHILL COMPLY W/FLORIDA BUILDING CODE (D)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FIORIELA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME
SECTION 2411.3.3.4. THE ENGINEER OF RECORD(E OR)FOR THE PROJECT AND VMO WLL BE RESPONSIBLE FOR THE PROPER USE OF THE
S. BOLTS TO BE ASW A 307, GALVANIZED OR AIM 304 SERIES SrANKESS STEEL, WUH 35 KSI MIN, YIELD SMENGIN. F.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE RED, ENGINEER,SHALL SUBMIT TO THIS
LATTER THE SITE SPECIFIC DRAWNGS FOR RENEW.
6.ANCHORS TO WALL SHALL BE AS FOLLOWS:SEE SHEET 2 OF 5 FOR APPLICATIONS.
(A) TO EXISTING POLi4ED CONCRETE:MIN. Fc -3 KSI (£)THIS I BEAR THE DATE AND ORlGtNAt SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD
THAT PRE PREPAREDRED R
-114"0 TAPCON ANCHORS MANUFACTURED BY 1.T.W. BUILDEX OR ELCO CONSTRUCTION PRODUCTS& 114`0 BLUE TAP ANCHORS THIS DRAWING SHALL ONLY 8E USED 70
-%1 0 ELCO MUEUFACTURED�WlvaM�AW UOUFACTURED BFLORIDA AASTEPIERS DIRECT Y ELCO CONSTRUCPON PRODUCTS. #+rltlHg,I�X'r''���!.�� OBTAIN PERMITS/N THE SrATE OF FLORID4
-114'0 X 314"ALL POINTS SOLID-SET ANCWRS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECALTY COMPANY
-1/2'OD X 1 1/0'E7WX311 PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. '4% EN�y'E(1N41��.��r FLORIDA BUILDING CODE (Non High V81ocily Hurricane ZOOS)
NOTES s s7olT 7AT8RR CLEAR BERTHA STORM F'ANEt mw an
A.1)MNtMUM EMBEDMENT IA70 POURED CONCRETE OF TAPCON, BLUE TRIP ANCHORS AND ELCO PANELMATES IS t 3/4'
,y 200`DEEP) _ La
A.2) 314-S OLID SET AWHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. * !q'/ o>'/as/tl
tW0 EMBEDMENT INTO STUCCO SHAtt BE PERMITTED. 'd STATE�F to M L ECO 1 N Q• EASTERN METAL SUPPLY, INC
114`0-20 SCREWS USED SHALL BE 1 112'LOAD MlNUIUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS 3 l .1
WIN NO STUCCO.SCREWS SHALL BE 304 SERIES SIANLESS STEEL W/314'0 HE40 SIDEWALK'BOLTS. -, % TILMT TTSTR76 a[Hom1rRlRa coMPAtIY 4240 OUST Rains r
\R ,• ussua T6M1 ur3 Cl Axa ar awma n sno OAST PALM DUCK 2 3107
17-DB8
AJ) MINIMUM EMBEDMENT INTO CONCRETE OF PANELMATE INSERTS IS 1 5/8". NO EMBEDMENT INTO STUCCO SHLLL BES��t Tit, :' '`Na+x+l-rs'°'ra.`H'+�1M'r"r3Tr
PERMITTED.5116"0-T.8 304 SERIES STAINLESS STEEL SCREWS USED SHALL PENETRATE 1`MIN. INTO ANCHOR 1 W ronAueI RO
P.E. SEA�AATL/i)E/DATE ttoatti Lm UT 44A P . ao rswn o, r r str[TrT r or 6
NMO S
atUSlays
4&6)
ANCHORS(SEE SEC?=S)
LOW
-Lt
(D 0.IOW LH
CPANEL
--8
PUN IAEW
576
MVP
LIP ANCHORS(-14-E SECTIONS)
STORM PANEL TYPICAL ELEVATION
J84*
—Iwo M-
3'M4X.ANGLE BUILD OUT BRACKET 3O T'T)"CK 4014'
sw,W.
Srxc ze,-r MCM
--J PANELS
Zu ^^ PLAN VIEW
SU A00MQWJ
ao%w.fiEms a5WX5 DMIS
ov SHM J. CW 5tMU J.
STUDDED A @ BUILD OUrANGL
E T PANEL
n it VWGJQ�;-..*-0,0-1 FLORIDA BUILDING CODE Non'High Velocity Hurricane Zone)
I -.
NO.44 .%
cm?mnm wa CLEW BERTHA STORY PANEL
aff:0 GAL V.OR S,S.FLAT STEEL 80NDED COMPONENTS MOO'DEEP) r.
WASHER WIEPAW WASHER BACK
07MI17
EASTERN MEAL SUPPLY, INC AM
BLUE TrSTM&ENUMEENNG COhMAW 42M*VW Raw on"
=- =. MESr MM ASAM 11 MM, I7—OBE
CONAL �1,41 -,i, — wm ft
P.E. TE MLYM A MwJ,-p.r. War 2 or 6
RORM4 Lk.I ,
MAXIMUM A.S.D. DESIGN
J
PRESSURE-RATING_ (a.a.f.) WITH
CORRESPONDING �i POURED coHCRET{
MAXIMUM PANEL LENGTH MISS � `OR7-4DabO°nO'ISnA��
VALID ` ry 2
OR 3 RLmiraEo 2600 y
FOR INSTALLATIONS 5 OR y.
INTO POURED CONCRETE. I L / r 4 0 :i/r 2Sm
MIN. SEPARATION APCON ANr, LAL
POOREO BLOCK WALL
TE II ® 17'0.G T-Oi
m GLASS ORS 7i�6VOD S>iNKOR WOOD. REOMED LTERILAIE LEG LOCATIONMAX. ASO. MAXIMUMDESIGN WINDANEL LENGT SEPARATION ,- T 2'x 2'x ASPRESSURE ZONE L. 2`x s'x XM*T/NC s./. L (if,) 4 � � 6iuGW31os-M1544S60 7'-5' 1,2 h J l' �• L AiE7AL Atom.RENT
Min. PANEL LENGTH 15 J'-0' 4 R- �2- 4.A 4'x.072' I
1/px,
JI -M14 OR �{�7�) 1
/f 1a 280LT C-f.Af m. DANGLE.
JWKNUr
CASE B (Pn)
laCsr4Le r C« rPlo�
SCALE' 1/4"« T-
POURED fA,VCRET£,
CONCRElF BLOCK WAtE�`w�
2•x J'x.0913'5105 H-14 OR OR 714'GOOD S/UDS
'� 60613-76
ALL Cent Ahm.AMOLE REOtMRfO Afro.
POURED CONCRETE,
COMCRETE BLOCK WALL W/1/s o r 1 13/4'TAPCON
7--T0100. REO'OJ
1 / ORAD WOO SOWS ANCHORS 0 12'O.C. I
CLIf PANEY
z 1/4'CAP
114W 1 Jf1' f X BO.A'STAHCE
r
012- ANCHORS
a!7'0.C ;-POURED CONCRETE,
{L711 cmxRETE fikom MALL
O OR 714-MOOO SRWS
3105-Hi4 OR -E / RfQLRR£D
-T6 ALLor / 21oD'
CAN.AAim.ANGLE.
6'0613 'µ^•
CASE A (—Flan) �A$� -� CASF (Plan)
SCALE. 1/4-= sCALe.• r/4-- �F,All:IJ7 i
1 j11I4/Dtn4�tNlrAi vY
1 4
END CLOSURES DETAILS �9'' •`�°��►sF---`'��1-
FLORIDA BUlLQlNG CODE (Non High Velocity Hurricane Zone)
a` :1 NO 0200 mlmz AA. CLrAR BERTHAS ORM PANEL LST 6+:•
0 200'DEEP
w�INC. EASTERN— METAL SUPPLY. INC O7 E
/•� (, .�E\r DATE
42M Nf3f"M AW&
• a'PR—' Ttttf}' im R ENWNE£RINQ COXPARY
•A.... .1 1/AA+ uu«R IC m.,c�n,JmL Aa>�a�y�pg n anu IsxsT AUAr eTurc n.v4oT 17-088
L��� HMw: w1ti ni iM�w[:ww l-II•11 MWO No
P.E.«SF1iL/SiGAd4NAE/DATE rwurm n TadBinl$i T E w SMUT 3 or e
ROW4 k. 44T07
//4'0-20.J/4'S.S.DOLTS O 3 Curr.
..0.
W/NUT R WASHER !fs'0,.4'SOLID-SEF--� 8 EA
--�W/O8 EA ANCIiORS W/t/t`�TO
1/1•WCON OR—. r//s'tAPCON OR—. I Wf 7/410-TD J19' 5.S SIDEWALK fiq.T '—L tf4'x!3/4'ELCO d Wf�B FA
BLUE TM ANCHORS t
.IMP=ANCrTORS SS Sam 0 6'O.G (J/4'10 rrEtDl w/(s� .
(s s6HEtwL£ a lSET scHrEDLn£ (SEE SCHEDULE sH s ' rroRPs fsL sc Dute
Cont. r•Er SHEET 6) \ SHE£r 6)
500' �1
L 1.750' POUREDPOURED
cmnm7ry�
\ OR Ca�rRrrE —\ W O
COX RETE E.D. \ I,rR5' RF�RD OR CO
OR COHCR£!E •�— t RfOumD 7 OR
st
t
W/(D u
..� .. . -- APAWN
TO EUSnvDs GLASS �--W o. VZrAYS CLASS
—_...._. "+ (SLE smw 3) (SEE STrEET J) ro D"1007 cu ca
LR#r.SEPAWROY _• •••-1ri_�.. SK J) 2
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.566 2 i .
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1 STAPCON i CONCRETE r.i POURED
(SE£SCHEDtR.E PANELMAT£RrSERTS OR CONCRETE CONCRETE
sTr£fl 6) W/5/16•o —� REQUIRED __ .t CONCRETE I .
G(� (�} S1164K amrs L POURED a tl
'✓W/@ (J/4•o HELD)(SEE CONCRETE OR a W/O8 Ea REOURCO y�
W/TDO u-20, scNEOucE SHEET 6) CLOG W r 410-s0.J/4•
S.S.DOLTS O 6,D.C.O.0 CLOCK
.r REOUARED 1/4'TA OR " Ss.VOLTS 0 6'O.C. YI r a
ecuE TAP ANCHORS , rf+'rAxoN oa_I / /o-20.3/4•
(SEE SCHEDULE 81.AP ANCHORS SS 80L75®6'RC.
.0. SHUT 6) (SEE SCHEDULE
SHEET 6)
SECTION 1 SECTION 2 SECTION 3 SECTION 4
SCALE : 3/8" = I' SCALE : 3/8" = 7 SCALE : 3/8" = I' SCALE : 3/8" = I"
INSTALLATION DETAILS ON EXISTING POURED CONCRETE
OR CONCRETE BLOCK BUILDINGS
r
+�►i p d�m FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone)
++ 02017 mirm m CLEAR BERTHA STORM PANEL am"sn
No E. D. =EDGE DISTANCE q (2.00*DEEP) EG
MOUNTING INSTALLATIONS MAY
8£ COMBINED tN ANY F'✓AAY TO (SEE SCHEDULE ON �{ �' / j :� . 07/2s/17
SUNT ANY INSTALLATION. SHEET 6 OF 6) .e S T :'� I L E C O me. EASTERN METAL SUPPLY, /NC a'r
TRJtr TESntK:!ENGWITRIRO COYtAM 420 N15TROUS ASW
" ORIp suss,yw S1.,�yy wsw.r(4�Oi;n.uw WEST P"Amm rt JJ407 17-088
S +• alt Mw�(s�n� M+(XW/71-nil
�
DAT£ rxALTER A mf/1 rr.RE r 1YiI0 0, s SN[FT 4 Or 6
ROT6A/Lin N167
1/4'a TAPCON$t7$'O.C.
n/r t/Y tett DmEADEo
i PENETRtTtRY m /R4FcATAR
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r.
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1 4
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YM.SEPMATIO,Y ��ll REOUtRED � Ol
�TO oosRr.^c CLASS W a ww I WW
' (SEE SHEET J)
U ��
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C1 SEAAmn N tzir, I SERAUTFON To ENSWO
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w To rxsRNc 1 To ElLsmx r1 rxnss t y
CLASS (SEE sNEEr J)
E (SEE SHEET J) z (SEE SWSN ET J) WJ
4 I W
W C
n t a I J W/uy F I J w1 C U 4 I a
I W/F1415,-2q:3/4'j 4 w/v EA 1
2'x 6"wCOD DECK w/r/4b-20.J 4'
S.S.SOL a 6'q.0 j /
REOWRED(NO rMSH I 1 S.S.BOl/S®4"D.C, r
I I ACLddID) _ M
1 v Cant. "- 3/1$'0 fAPCONS 4' WOOD STUD
EA AVN. i ft-2'O.0 i B 24'O.C. 3 t Cone.
r w/1/4b-20.J/4' TNNE PENETRATroN. REOUMD cent REowRED
S.5.BOLTS 0 s'O.0 1/4b 7APC67t5 O 6"O.C.
r/4•a 7APCON56�6'D.C � I //4b TAPCONS 9 6"O.C. RpgEjipED PE�7ggR(N(
1{'/1 //2"Afk THREADED
PENETRAfAN m EJOS0N0 w/r r/2'ARrt TO MVPZDtr, WOOD PATE
VAGG STUD � TE AT ARDW1DTH r'i TE. TO Fx x AT
uDxwrN of PLATE
a 24'O.C. AT A1T7M H OF PLATE
REOU7RED
SECTION 1 SECTION 2 SECTION 3 SECTION 4
SCALE : 3/8" = 17 SCALE : 3/8" = I' SCALE : 3/8" = I' SCALE : 3/8" = I"
INSTALLA TION DETAILS ON EXISTING WOOD BUILDINGS
e0 �r r9f ✓o FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zona)
N Sic''
MOUNTING INSTALLATIONS MAY BE 0201LC,
CLEAR BERTHA STORM PANEL L GO"or,2,00'DEEP) ca
COMBINED IN ANY WAY TO SUIT12; L r��o
nl
ANY INSTALLATION. �. � � / , EASTERN METAL SUPPLY, INC=.�'�', �(] e , 1 C a 4248>WV
F40S MW
Pacer eu, wvw ptmp�,n xtn wm P"WALK fL MWY 88
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P-E. SFsJI/sro/u/ RE%DATE � 05-0006719
nrai : w 13 sTun 6 of 5
Coastal Shutters And Stuff (772) 335-9198 Port St. Lu
772 461-2116 Fort Pier/
CUSTOMER'S NAME PRODUCT
LAYOUT SHEET
ah+E i.y r f o f
A
17 .
oil
V
iS
/b
Gars / �sbrs
During installation we must have access in and I ACKNOWLEDGE AND UNDERSTAND THE ABOVE
out of property for good installation.
Owner, or someone with authority, must be
present during installation to inspect and pay
balance due. CUSTOMER'S SIGNATURE