HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERSFlorida Building Code Online
https://www.floridabuildin&orgfpr/pr app dtl.aspx?param=wGEVX...
V
.�I��.�.�,,,�,�S,�r,� urmwsati �t
C .^. � ✓ &..�.�1�'S,F�-� 3rAY� 69'�'R„rr 4 �ta sy44 �S i t'j ,"y,-,i,� �'a �t�c'
♦ y:
:a„ s.. �:,.k..,� -'�. �.w�....�z.�;£'�'T?.r.....�v. �i a..:��a..i.,.�....+.. ,-�c�,ni,�.m �l`9♦ ",1�� Y J
Y ,x, �Yµ N �, �'S 'S t� Z �§eF9..cZTT n�tif(Aa iS J•YWA.k.-+Qrr�^a'�M 4ADKI:
BCLSHome log In User Registration Hot Topics Submit Sunitarge Stats&Faits gPublications av BM Sle Map links Search
dbapr
a
ProdutL ApprovalUSER: Pubrc user
Bpquct Bporaval Meny > Product or Awtkatlm Sgprch. Aoogcadon fla> Appgmtlon Det"
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the Evaluation
Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
i
i
FL11968-R4
Revision
2017
Approved
Eastern Metal Supply
4268 Westroads Drive
West Palm Beach, FL 33407
(800)432-2204
]rodriguez@easternmetal.com
BIII Feeley
Irodriguez@easternmetal.com
Shutters
Storm Panels
RECEIVED
APR 13 2018
T. Lucie County, Permitting
FILE-.COP,Y-
Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer
Evaluation Report - Hardcopy Received
Walter A. Tlllit, Jr.
PE-44167
National Accreditation and Management Institute
12/31/2018
John Henry Kampmann Jr.
Validation Checidist - Hardeopy Received
Certificate of Independence fl-11968 R4 COI EgS_rERN METAL SUPPLY, INC.- DRAWING 17-098CERTIFICATION OF
INDEPE QENCE_PQE
LSF 1968. R4 tr I EASTERN METAL SUPPLY. IN�DRAWING 17_pR gP_ CATION OF
INDEEENQENtiE.PDE
19¢ R4 COl EASTERN_ME7AL SUppiy, INC pRAWING�j=09¢ CE�.7T CAjWU- FF
Th DEPENDENCE PDF
FL11968 R4 COI EASTERN M LTAL SUPPLY2�c ZyC_BAWING 17-034 CEE IE�AZTON OF
?LERNPFP&-j :R4f
Referenced Standard and Year (of Standard) Wandard V—
ASiM E330 2002
SSTD12-99 1999
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
�L468 RA Epuiv EASTERN MCI SUPPLY,IMC_DRAyy(NG 17-QQ$ LETTER EQUIVALENCE
BEZWEEN $3L� 12-99_ANASTM E-19�6.PDF
E-Ll)968 R4 Eculy EASTERN META_ UPPLY. INC_DRAWING��j�$_{ ETTER OF
EQUI 7�p�ENCE SrD 12-9�ND ASTM E:U-25_WF
FL11968 R4 Efy ASTERN METALS, PPLiIbLC DRgWIVG )7-096 LE77ER E�lIVVALENCE
BETWEEN SSTD 1,� AND A _ E-1996.PDF
E_L11968 R4 Eouiv EA9rERN METAL SUPFL INC, OgAVL 12::094 LETTER EOUIVALE�IT
BETWEEN S5-D 1 2-99 AND -1996.odf
I of 3 4/312018, 5:06 PM
Florida Buiidmg (:one untine
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/20/2017
Date Validated 10/28/2017
Date Pending FBC Approval 10/29/2017
Date Approved 12/12/2017
Summary of Products
-Descriptitm
—
FL # Model, Number or Name
11968.1 0.040" Bertha Aluminum Storm Panel (2.25" Corrugated aluminum storm panels retained or not by tracks provide
Deep)- Non-HVHZ - Drawing Number 17-094 hurricane protection.
Llmlffi of Use Ifnstatfation Irtsbvxu as
i Approved for use in HVHZ: No g 1968 R4 IIi ASTERN METAL SUPPLY2c INC. DRAWING 17-094 0.040
Approved for use outside HVHZ: Yes B�RSi11iLt}p1liSU�Q ft�ALAWEL pelf
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 12'-0" for +25, -25 p.s.f. and 4'-0" for +125, . Evaluation Reports
130 p.s.f. for sections 1, 3, 4, 6, 7, 8, 8A, 9 and 31. See sheet 10 of installation EU�6ER4 AE EASTERN M�TA_ffl1YZc IN DRAVYIfSG 14 PRODUCT
drawing for other spans and pressures. Valid only for wind zones 1,2 & 3 as EV_LLLUAT10N REP08RT pd_f
defined by ASTM E 1996. Created by independent Third Party. Tres
11968.2 0.050" Bertha Aluminum Storm Panel (2.25- Corrugated aluminum storm panels retained or plat by tracks to provide
Corrugated
Deep)- Non-HVHZ - Drawing Number 17-096 hurricane protection.
Limits of Use
Installation Instructions
FL11968 R4 11sEASi E$N M AL S PPLYyI dI�C_Dg�Y7i�LG 17- 96 0.050
Approved for use in HVHZ- No
Approved for use outside HVHZ: Yes
_
BEM A AL_UNUM STORN ANEL PDF
Veriru�d Hy: American Test Lab of South Florida Inc -
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Large Missile. Max. span is IT-11" for +30, -30 p.s.f. and W-2" for+75,
-80 p.s.f. for mountings without "h" header. See sheet 5 of installation drawing
Evaluation Reports
FLi1968 R4 _E EASTERN METAh $ PPLY• INC• DRAWL 17-096 PRODUG[
for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by
OF EVALGATI _N REP�RT.PDF
ASTM E 1946.
Created by independent Third Party: Yes _....._ _ .....i
11968.3 24 Gage Galvanized Bertha Steel Storm Panel
corrugated gatvanizr_d steel storm panels retained or not bytracks to provide
(2.25" Deep)- Non-HVHZ - Drawing Number
hurricane piritection.
17-095
Limits of Use
Approved for use In HVHZ: No
Ynstaffation Instructions
FL 1 68 R4 II EASTERN�tDtAl SILPLY INC O$AWINEI7-Q95�4 Gil GE
—E
Approved for use outside HVHZ: Yes
GVgr9 BE TH�k S7EFL S70RM PANE_L_PRF
Verified By: American Test Lab of South Florida Irm
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Large Missile. Max. span is W-B" for +30, -40 p s.f. and 7`-2" for +70,
80 p.s.f. far panels mounted without "H" header. See sheet 4 of inSYdttatiorr
Evaluation Reports
F1968 R4 AE EASTERid h7ETAt SUP�LY,NC. DRAwtiDiG 17 =og5 PRODUf�T
Edrawing for other spans and pressures.Vaiid only for wind zones 1,2 & 3 as
. EVAyQ?IQi�_REPQRT.PgF
i defined by ASTM E-1996.
--......._........._...__......_ .....__._......._.. __..._..... _._.._...-..._.__ .
Created by Independent Third Party: Yes
_ ...:_...._..._ -
s 11968.4 (]ear Bertha Storm Panels (21/4") - Drawingcorrugated
polycarbonate storm panels retatned or rtbt by trams bD provide
'
j Number 17-098
hurricane protection.
Limits of Use
n instructions
Filii 6$ R4 I A A M AL StZPpJry, I C_I) 1LV3NC 17-098 C1=EAR
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
¢_EPjHA_MRL4 PANEL 2.2&EDF
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 W-W for +28, -28 P.s.L A.S.D. and 4-0" for Evaluation Reports
1 -110 A.S.D de5gin load. See sheet 3 of instaoatian drawings for , FL13�68 R4 AE EA515BA11LUAL.SUPPLY. INC. DRAN7NG 17_098 P_ (f Dj1.�T
+105, p.s.f.
R4 �E
other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by ASVALUAj QN $EROR i PDE
E-1996.
Created by Independent Third Party: Yes
�i
Can=t35:: 26fl! �a5lorm Road 'f)rase t332399 9 Jasau!: 850-087-1824
,fhe State of Fbiftla Is an;WEW emflayer Qmff R07-2013 State orFfdrida.:: RP mStatemea::AncessiM Statement:: WindStarancaR
Under Fbdda law, emar addresses are Fd& remrds. If you do not wart youre-ns39 address neeased bi kespartse to a lid* -rends request. do Mt send efeamrrc na3ta ldis caddy. bZtead, mniact the of&e by
Phone or by tradmnal rnal 9 you have any queswns, piamecontact$50.487.1395."PmSvant to Seccbbn455.275t1), HUMB StatrteS, effedWe Ociahe' 1. 2012, LO MMS ftWW40111W r-talpter455, FS. must
pmwW_ do DeparftT nt wth an einai address FOW kwe aim The emaffi p+ovned niay ba used foraf&61 mntm:aelmMrtvdth the Ftt nw& Uaraever ema9 address are palftm=& 179aa do not wish to supply a
p—nal addnm, Rye pmvdetheDepeflyiumgnab an enigad*m alfth glee tta&earaUb2q to co pADL To datervike 6you we a Wasee urtderfh.'pta4ss FS, Amse Ckk preys.
PreductlippanizIAUMOtm
2 of 3 4/312018, 5:06 PA
1. STORM PANEL SHOWN ON THIS PRODUCT EVALUA77ON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE 1N ACCORDANCE
WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE.
THIS STORM PANEL SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (M/AMI—DADS / BROWARD COUN7Y).
DESIGN WIND LOADS SHALL BE _DETERMINED AS PER SECTION 1609 OF THE ABOVE MEN77ONED CODE,
FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED. AND
FOR A DIRECTIONALITY FACTOR Kd=0.85 USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL
NOT EXCEED THE MAXIMUM (A.S D.) DESIGN PRESSURE .RATINGS INDICATED ON SHEETS 4 & 5.
IN ORDER TO VERIFY THE ABOVE CONDITION, ULT7M4TE DESIGN WIND LOADS DETERMINED PER ASCE 7-10
SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO
TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 & 5.
STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE W7H SECTION 16D9.1.2 OF
THE ABOVE MEN77ONED CODE AS PER ATL REPORT. #0130.01-01 AND 0703.01-07, PER IMPACT 7ES77NG EQUIVALENT To
ASTM E-1996 STANDARD & ASTM E 330-02. STANDARD, UM/TED TO INSTALLATIONS WITHIN WIND ZONES 1, 2 & 3 AS DEFINED
BY ASTM E-1996 STANDARD.
2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYCARBONATE SOURCES WITH THEIR
CORRESPONDING MODEL NUMBER.
GENERAL ELECTRIC PLASTICS LEXAN 103
DOWN CHEMICAL CAUBRE 302 V-5
CAVESTRO, LLC. MAKROLON POLYCARSONATE SHEETS
MINIMUM PROPERTIES FOR ALL OF THE A60VE POLYCARBONATES ARE AS FOLLOWS.
TYPICAL PROPERTIES
APPLICABLE STANDARD REFERENCE
RESULT
PHYSICAL:
SPECIFIC GRAVITY
ASTM 0792
1.20 G/CC
MECHANICAL:.
TENSILE YIELD STRENGTH
ASTM D638
8,700 p.s.i.
FLEXURAL STRENGTH AT YIELD
ASTM D790
12,500 p.sJ.
FLEXURAL MODULUS
ASTM D790
340,000 p.s.i.
IMPACT
NOTCHED IZOD
ASTM 0256
18 FT-617n
FIRE BURNING CHARACTERISTICS:
SMOKE DENSITY
ASTM D2843
75 (MAX)
RATE OF BURNING
ASTM D635
C-1 CLASS (MAX)
SELF IGNITION
ASTM 01929
650 'F
J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIA77ON 6063—T6 ALLOY & TEMPER.
4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR .CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
50018 W/ 50 KS! YIELD STRENGTH AND 90 KSl TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE
SECTION 2411.3.3.4.
5. BOLTS TO BE ASTM A 307, GALVANIZED OR AISI 304 SERIES STAINLESS STEEL, WITH 36 KSI MIN. YIELD STRENGTH.
6. ANCHORS TO, WALL SHALL BE AS FOLLOWS.' SEE SHEET 2 OF 5 FOR APPLICATIONS
(A) TO EXISTING POURED CONCRETE. MIN. F'C — 3 KSI
--1/4" 0. TAPCON ANCHORS MANUFACTURED BY L.T.W. BUILDEX
—114" 0 X 7/8- CALK —IN ANCHORS OR ELCO MALE & FEMALE PANELMATE" MANUFACTURED BY POWERS FASTENERS INC
AND ELCO CONSTRUCTION PRODUCTS RESPECTIVELY.
—1/4" 0 X 3/4" ALL POINTS _SOLID —SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY.
F-IL
RECEIVEc
NOTES:
1NI M T I POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4- AND .FOR ELCO PANEUVATES IS 1 3/4-
C
7 " AND 3/4' SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE.
EM I STUCCO SHALL BE PERMITTED.
1 2 CREW USED SHAH BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1 " MINIMUM FOR WALLS
WITH NO STUCCO.
A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE .PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,
ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS
7NDICATED ON NOTES A. 1) & A.2) ABOVE.
(8) TO EXISTING CONCRETE BLOCK WALL: ASTM C-90
—114" 0 TAPCON ANCHORS MANUFACTURED BY LT.W. BUILDEX.
—1/4" 0 X 7/8" CALK-/N ANCHORS OR ELCO MALE & FEMALE PANELMATE" MANUFACTURED BY POWER FASTENERS /NC.
AND ELCO CONSTRUCTION' PRODUCTS, RESPECTIVELY
—1/4' 0 X 3/4" ALL POINTS SOLID —SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & 'SPECIALTY COMPANY.
NOTES.
B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO PAIVELMATES INTO THE CONCRETE BLOCK UNIT SHALL BE
1 1/4"
8.2) 7/8" CALK —IN ANCHORS AND 3/4" SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK
UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED.
1/4" 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST,
AND 1 " MINIMUM FOR WALLS WITH NO STUCCO.
B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE
EXIS77NG WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE
BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES IN 8. 1) & B.2) ABOVE.
(C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS
MANUFACTURER.
Z PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 5, SHEET 3
OF 5
8. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE INHERE SHUTTER IS TO
BE ATTACHED .TO INSURE PROPER ANCHORAGE
10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER • IN
ACCORDANCE WITH SEC77ON 1709.9.3 OF F40RIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
LABELING TO COMPLY WITH SEC77ON 1709.9.2 OF THE FLORIDA BUILDING CODE
11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN. IN CONTINUOUS CONTACT
WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION_ CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH
12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
REGULATIONS PROVIDED BY THE JURISDICTION INHERE PERMIT IS APPLIED T0.
13 (A) THIS P.F_D. PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC
PROJECT- I.E. WHERE THE SITE CONDMONS DEVIATE FROM THE P.E.D.
(B) CONTRACTOR TO 8E RESPONSIBLE FOR- THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS
PRODUCT, BASED -ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS
DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
(C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS-
(D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME
THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE
P.E.D. ENGINEER OF RECORD, AC77NG AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS
LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
(E) THIS P.E.D. SHALL BEAR .7H.E DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD
THAT PREPARED IT.
THIS DRAWING SHALL ONLY BE USED TO
OBTAIN PERMITS .IN THE' STATE OF FLORIDA
•. ta.
i •���j�7�o it w
Yw~'• �.
�14 ?• " FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone.
-��Z �4• �'� * ,017 rrLrfco, INC.CLEAR BERTHA STORM PANEL ORAPIN BY
2.25" DEEP Lc.
••• 07126117
?A61,1 ••''� ��., C ii N c . EASTERN METAL SUPPLY, INC DATE
t' ••••••+•* 4268 WrSr ROADS DRNE
SONG & ENGINEERING COMPANY WEST FAu} BEACH. FL .JJ407 17—Q98
5 !s �BVNA wa. St. S4-vKRWM wma% }7. -vlw
yA!� MSP71-15W. Far: (30SP79-Tsai ORA WING No
&9-0006719 Ary ft wr
WALTER- A. 7/LUT Jr. RE r ow rs-M svlf Y
FLORIDA Lic. ,$ 44167 1 s any t 1-1 SHEET i OF 5
APR 13 2018
ST. Lucie (;QQn` y� Permitting
15.120"
r— 12.000'
500'� P'Fl=M500" (67)
a As APPtrc�aE lrra�) —�
125"
T CLEAR PANEL,
t
Max.
,j" ANGLE BUILD OUT
BRACKET
m i A+vErEO W AWLE
b a 0 12' os,
O .t ME
tN( N DUNL !
! i
(MAX)
07 2 X57WX,,)X_,_t/8,
ANGLE WITH STUD
9.120'
6.000'
00' 4.50.0"—r-1.500"
AS AAFLr A%E AW
f 10: TOLERANCE ; / \0. f00' t 10% TOLERANCE
�
F 2.125' f 3.875"----J
HALF CLEAR PANEL
t DOUBLE WE CLEAN? PANEL
3 " B O.
"F" TRACK
4) "F" TRACK ANGLE
! - Jw- -m"
0 KEY HOLE WASHER
31OS-HlSd NUM AtLDY
3L70-
R, �Op. .095• N � . LEG CDCATlDN
_REVERSED "F" ANGLE
RACK
} COACRETE ANCHORS (SIZ SCH£DOCE)
g'-{(
I Orr 'WN�ib, t
i
if
i-J, - —CONCRETE AIdOMS (SEE SCHEDULE) ! 36-1
Ara. UWA
! frn
f Af lEa.
STORM PANEL TYPICAL ELEVATION
N.T.S.
i/a` uox. cnn tla' Max.Gav
h1Ew ro mai
n L �
'm
.fi32'
0 NJIN/ WALL 1.75 x0.632"
ANGLE WIN STAID
d NEN
053'
Iy .a9a'
f
i
( .093"
J a VARIES
DETAIL 1: sw w/ a:E cisr me
AWKEL PLATO wLYG Mo
3 8 I&RIDA BUILDING CODE ( Non High Velocity Hurricane
ITMIBUILDEX TAPCONS,
POWERS FASTENING CALK --INS
OR £LCO TEXTRON PANELMATE -�
(SEE SCHEDULE FOR SPACING).
POURED CONCRE D.
ETE
REQUIRED
7' Min.
- 5E7�ARATION
70 EXISTING
GLASS
1/40-20 x 1'
S. W/0000
7/8x 3/
WING UT
1 O.c
POURS
CONCRETE E D.
OR CONCRETE
BLOCK WALL
REQUIRED "T
(SEE SCHEDULE FOR SPACINQ -I
SECTION 1
CALK -INS OR ELCO TEXINON
Cont. NUT 0 SERYY3�D ® PANELMATE ®� W/ 1 4 0-20
1--NUT
12' O. C. STAGGERED SIDES'IALK BOLT 01 6� S ► I
TO ANCHORS W/ 1/4 C 20TRUSSNEAD BOLT
(SEE SCHEDULE FOR SPACING).
s'
i
Max.
PANEL LENGTH
{ (SEE SCHEDULE)
ITW/BUILVEX TAPCONS OR
POWERS FASTENING CALK -INS j
(SEE SCHEDULE FOR SPACING). ,
f- 1"-4
ContQS ---
1/4"0-20 .x I" S. M, S. W/
7/8' x 3/32' WING NUT ® 12" o.c.-
7 " MINIMUM
SEPARATION TO
EXISTING GLASS
1/41020 x t'
S. S M. S W/
7/8' x 3/32'.•
.WING NUT
9 72' ox.
LEG
POURED E D.
CONCRETE
REQUIRED `
xl\. \
OR CONCRETE— 1
BLOCK WALL E. V.
REQUIRED I
I1iY/BUILDEX TAPCONS,
POWERS FASTENING
CALK--MOR £LCO
TE E SC PDULE FOR
(SEE SCHEDULE FOR 1
SPACING). +
(� n
u ��d CON
RE4
Mat.
PANEL UNGM
(SEE SCHEDULE)
OR CONCREiL g
BLOCK WALL
REQUIRED
"� f l', BUILDEX TAPCONS f
oCAfX-lNS OR ELCO TFXTRON � / t\
PANEZMATE ® W/ �4 0-20 / POD S FASTENING ,N
SIDE MI BOLT OR ®L8: iY/ . (IZ61,
W/ i/4"p 20TRUS5HEAD BOLT s
(SEE SCHEDULE FOR SPACING).
WALL AMOUNTING LN__SWLAT/ON (D. M.)
—E D. —
\\ POURED CONCRETE
REQUIRED
i
' 1
' Mop
PANEL L.
(SEE SCh
3
f
9
POURED CONCRETE
REQUIRED
RW/BUILDEX TAPCONS OR
POWERS FASTENING CAUL-!NS E D.
a D.
(SEE' SCHEDULE FOR SPACING).
CEILING & FLOOR MOUNTING INSTALLATION
SECTION 5
SECTION 2
-/NSOR ELCO--
TEXTRON PAWELMAlE
(SEE SCHEDULE
FOR SPACING)_
1iW/BUILDEX 7APCONS OR
POWERS FASTENING CALK -INS-- E D--
(SEE SCHEDULE FOR SPACING). n
E
POURED
CONCRETE, \\1k �'d
500' ! REQUL
i
i
1/4 0-20 x 3/4'
BOLTS W/ 7/8' x �^�y
3132' WING NUT + J` , ID
® 12' o.c.
1' MirL '
MARATION
7 E10S11NGAll
GLASS J'
IV=
E PANEL LENGTH
(SEE SCHEDULE)
1/4if-20 x 3/4=
BOLTS W/ 7/8' x
3/32' WING NUT
6 12' O.C.
.5D0'
Cont.
BUILD OUT INSTALLATION
SECTION 3
SIDE WALK BOLTS. ARE 3140x31,32"MICK
HERO MACHINE SCREW W/LENGTH
AS PER NOTES A2 ek 8.2 (SHEET 1)
TRUSS HEAD BOLTS ARE 1 2 0x1 8'THICK
HEAD MACHINE" SCR&V WLfNG>
AS PER NOTES A.2 & 8.2 (SHEET 1)
E. D = EDGE DISTANCE
(SEE SCHEDULE ON
SHEET 4 OF 5)
INSTALLATION. DETAILS
SCALE.- 318" = 7 "
0B
NOTE FOR CO,NB/NAT10N OF SECTIONS
WALL/FLOOR/CEILING MOUNnNG SECTIONS CAN BE
COMBINED IN ANY WAY TO SUIT ANY INSTALLATION.
FOR
4
1/4 0-20 x 1" j
S. S ff. S.W/' ' i
i
7/8' x 3/32'
WING NUT
(p 12' o.c.
Tt' Min, i
TO EXNGGLASS i
I
7,0N13-
UT a
EVERY STUD
0 12' O. 0. i
f
t
ALTERNATE
LEG LOCATION 1, �" {
7.ODO�r I POURED
CONCRETE —?
1 E REQUIRED
DNS OR E i
ILK -INS
FACING).
FLOOR MOUNTING II
SECTION 4
FLORIDA 8UILDINC CODE ( Non
Mox.
PANEL LENGI'If
(SEE SCHMU4E)
J
IF. D.
Hurricane Z,
MAXIMUM A.S.D. DESIGN PRESSURE RATING (n s f) WITH
WOOD FRAME STRUCTURES *
MAXIMUM ASO'
DESIGN
PRESSURE
RAWNG (As.t)
Hox• PANEL LENGTH
L 00 .�
.093' CLEAR LOW
SWRI! PANEL
ANCHORS SPACINGS 'S' (in.) t7K
SECAON 4 (BOTTOA!)
/E 0"12'
+28.0, -28.0
10'-O"
7'12"
t28.0, -30.0
9'--8'
7'
12'
12'
+30.01 -35.0
8'-11 "
7"
12'
12'
+35.0, -40.0
8'-4'
7'
12'
12^
+40.0. -45.0
7- 11'
7"
12'
12-
+45 0, -50.0
7" -6"
7-
12'
12'
5- C
7'-2'
7'
2
+55.0. -60 0
6'-:0"
7'
12'
12"
*60.01 -65.0
67
7-
12"
12-
+5aO, -70.0
7-
12"
12'
+70.0, -75.0
5'-J0'
7'
12'
12"
+75.0, -80.0.
5'-6"
7"
12"
12'
+80.0. -85.0
5'-2"
7"
12'
12'
+85.0, -90.0
4'-f1'
7-
f2'
12'
+90.0, -95 0
4'-8"
7'
f2'
12'
+95.0, -100.0
4'-5'
7'
12'
12'
+100.01 -105.0
4'-2"
7"
12'
12-
+105.0, -110.0
4'-0-
7'
12'
12"
On. PANEL LENGTH IS 3'-O"
**MAX/MUAf ANCHOR SPACINGS ARE VAUD FOR
3 1/2' EDGE DISTANCE. FOR E D LESS THAN
3 112 ;, REDUCE ANCHOR SPACING BY
MULTIPLYING SPACING SHOWN ON SCHEDULE BY
THE FOLLOWING FACTORS.' (NOTE : Min.
E. D. FOR CALK -IN ANCHORS IS 2. 1%2:).
FOR THIS OPERATION TO BE POS18L& REDUCED
SPACING OBTAINED USING FACTOR SHALL NOT
BE LESS THAN MINIMUM SPACING INDICATED FOR
EACH ANCHOR TYPE AT ANCHORS LEGEND.
FACTOR
ACTUAL E. D.
TAPCON/
PANELMATES
CALK IN
J.
.86
75
2 112-
.71
50
2`
1 ,50
-
AMC -HORS -LEGEND
ANCHOR
ANCHORS
MIN.
TYPE
SPACING
TAPCON/ .
3.0"
PANELW ES
CALK-W
Z.5"
PANLI
1-
Min.
2" x 4' x .125'
3105-H14 OR
6063-76 ALLOY
Cont. alum. ANGLE
CASE A (Plan)
POURED CONCRETE
OR CONCRETE BLOCK
WALL REQUIRED. \
2.500
r - Min.
CONCRETE ANCHORS E 2.500"
12 oa (;j Min.
Wt�
3
1.iIDo I
-ALTERNATE
2" x 2' x 0.55' TO
2" x 5' x .055- Cbnt.
Alum. ANGLE OR
.030' 3105-H154 SHEET
METAL Alum. BENT PLATE
POURED CONCRETE 4
f OR CONCRETE BLOCK #{
N/ALL REQUIRED. VARIES ? ��
2 OR [ .� ►�ORR
r CONCRETE ANCHORS �� OR ODOR?� (7 )OR O
12" o.c. �/
POURED. CONCRETE 'I
OR CONCRETE BLOCK
1WALL REQUIRED.
-A
"
2s 70' '
Amin. t
� y� 7 VARIES L
2'
LEG LOCATION
CASE C (P_ Odn )
2' x 3' x .093' 3105 H-14 OR
6063-TS AL.LOY Con'. Alum. ANGLE
ivlTF! ANCHORS 0 1z- 0. C. ,
1.000"
a 1/4- GAP 1.000-
CASE D (Plan)
i
m
POURED CONCRETE
OR CONCRETE BUCK
WALL REQUIRED
4' x 4- x .072"
3105-HT4 OR
D 80LT 5063-T6 ALLOY
f ® 24' O C Cont Alum. ANGLE.
JY1 JACKNOT
01W CASE 8 (Plan)
POURED CONCRETE" -
OR CONCRETE BLOCK
1YALL REQUIRED.
;--
X = B.O. DISTANCE
CASE E (Plan)
SCALE- 1/4- = 1'"
END CLOSURES DETAILS
SCALE' 114" = 1
FLORIDA BUILDING_ CODE ( Nan High Velocity Hurricane
HEADER
1 ' Afin.
S SEPARA770M
TO DOSfivG
GLASS
1/4 0-20 ELCO male/female PANELAVATE
0 12' ox. %/ 1 7/8' Min. PENEM4770N.
u
Max.
PANEL LENGTH
(SEE' NOTES BELOW)
1/410-20 ELCO mote/female PANELWE
0 12' aC. W/ 1. 7/8' On. PENE7R4710N
AT MIDWIDIN OF PLATE:
WALL AMOUNTING (D. M )
. ALTERNATIVE 1
NOTE FOR COMBINATION OF SECTION:
WALL MOUNTING SECTIONS CAN BE COMBINED
IN ANY WAY TO SUIT ANY INSTALLATION.
1/4`0-20 ELCO mole/female
PANEUMIF ® 6' ox W/
1 7/8' Min. PENETRATION OR
#14 S.S. HEX WASHER
HFAD WOOD SCREWS W/
1 1/2" Min. PENE7RA7101V & 6' ox.
7/8' x 3/32' WING
NUT & EVERY STUD
12' O. C. STAGGERED
TO PAA!"ATE.
1' Min.
j _ SEPARATION+
TO EXIS7ING
GLASS
WALL MOUNLWG INSTALLATION
ALTER, jVAVVE
1/4 0-20' x I*
S•s. M. S W/
7/8" x 3/32 I
WING NUT
® 12' o.C.
1/4ID--20 ELCO mole/femole
PANELMATE 0 6' ox W/
1 7/8' Min. PENETRATION OR
#14 S.S. HEX WASHER
HEAD WOOD SCREWS W/
1 1/2' Min. P.ENEM770H oy 6' o.C,
® /,fowmiH OF PLATE.
-WALL MOUNTING IIdSTALLATIOhf
ALTERNATIVE 3
NOTES
I. INSTALLATION ARE ONLY VALID FOR MAX, A.S.D, DESIGN PRESSURE
RATING AND PANEL'S
LENGTHS AS PER SCHEDULE SHOWN ON SHEETS 4 OF 5.
2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE
SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY .OF 0.55 OR EQUAL.
HEADER
114C-20 ELCO male/femole
PANELMATE @ 6' ox W/
_ f 7/8' Min. PENETRATION OR
f14 S.S. HEX WASHER
HEAD WOOD SCREWS W/ jf14 x 1 3/4' S.S. HEX, I%ASNER
1 1/2' Min. PENE7R4710N & 6' ox, HEAD WOOD SCREWS tY/ 1 1/2' Min.
PENE7R47ON ® 6' o.a.
I
.Soo'
1/4 0-20 x 3/4'.
BOLTS W/ 7/8" x
3/32' PIING NUT
0 12' am
�-- SEPARA71DN j
TO EXISTING
GLASS t i
BUILD OUT INSTALLATION
ALTERNATIVE 4
SEPARATION
TO OWING
GLASS
1/4 0-20 x 3/4'.
BOLTS W/ 718' x
3/32" WING NUT
0 12' ox.
sea"
CJ
1/40-20.ELCO mote/female
PANELMATE & 6' ox W/
1 7/8' Min. PENETRATION OR
114 S.S. HEX WASHER
HEAD WOOD SCREWS W/
1 1/2' Min, PENETRATION ® 6' ox.
0 MIDWIOTH OF PLATE
BUILD OUT _INSTALLATION
ALTERNATIVE 5
SCALE. 1
l
1/4 II ZD x 1
BOLTS W/ 7/8' x
3/32' WING NUT
0 12' o. c.
I' Min.
�SEPAR477ON _
TO MS77NG
GLASS
1/40-20 x 3/4'
BOLTS YJ/ 7/6' x,
3/32' WING NUT
a 12' ox.
2' x 6' WOOD (NO FIN SH RALLOWEDJ / OCn f _
#14 x 1 3/4 SS, HEX IVASHE
HEAD WOOD SCREWS W/1 1/2'
PENETRATION 0 6' o.C.
4' x 8' (Min.) EX1S77%.
WOOD BEAM REQUIRED.
STRUCTURAL ADEOVACY
-OF EX/S77NG WOOD BEAM
TO BE CL:RT/nED BY
REGISTERED ENGINEER
OR ARCHITECT PRIOR
TO SHUTTER INSTALLATION.
Mig
max.
PANEL `LENGTH
(SEE N072:5 BELOW)
4
I
t
i
i
CEILING do FLOOR MOUNTING INSTALLATION
ALTERNATIVE 6
FLORIDA BUILDING CODE ( Non High Velocity Hurricane