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Code Version 2014 FL# 11968
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FL# Tv�e Manufacturer Validated By Status
FL11968-R3 Revision Eastern Metal Supply Frank L. Bennardo, P.E. Approved
History Category: Shutters (954) 354-0660
Subcategory: Storm Panels
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us:: 2601 Blair Stone Road,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 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 if they have
one.The emails 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:
Credit Cprd
safe
GENERAL NOTES:
I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE
WITH THE 2014 (5h EDITION) OF THE FLORIDA BUILDING CODE (8) TO EXIST/NG CONCRETE BLOCK WALL: ASTM C-90
THIS STORM PANEL SYSTEM SHALL MI BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MMMI-DADS/ BROWARD COUNTY). -1/4" 0 TAPCON ANCHORS MANUFACTURED BY LLW. BUILDEX.
-1/4" 0 X 7/8" CALK-IN ANCHORS OR ELCO MALE & FEMALE PANELMATE" MANUFACTURED BY POWER FASTENERS, INC.
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC77ON 1609 OF THE ABOVE MENTIONED CODE, AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY.
FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND -1/4" 0 X 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY.
FOR A DIRECROAMLITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL
NOT EXCEED THE MAXIMUM (A.SD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 & 5. NOTES:
IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO PANELMATES INTO THE CONCRETE BLOCK UNIT SHALL BE
SHALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 1 1/4"
TO COMPARE THESE W/ MAX (A.SD) DESIGN PRESSURE-RATINGS INDICATED ON SHEETS 4 & 5. B.2) 7/8" (-ALK-IN ANCHORS AND 3/4" SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK
UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED.
STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST,
THE ABOVE MENTIONED CODE AS PER A71. REPORT ,J0130.01-01 AND 1070301-07, PER SSTD 12-99 & ASTM E 330-02, AND I" MIN/MUM FOR WALLS WITH NO STUCCO.
STANDARD B.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
2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYC,ARBONATE SOURCES WITH THEIR BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON N07ES IN B.1) & 82) ABOVE
CORRESPONDING MODEL NUMBER:
(C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
GENERAL ELECTRIC PLASTICS LEXAN 103 MANUFACTURER.
DOWN CHEMICAL CALIBRE 302 V-6 7. PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 5, SHEET 3
BAYER MATERIAL / SCIENCE LLC. MAKROLON J1804 OF 5.
& STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED.
MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS:
TYPICAL PROPERT7ES APPLICABLE STANDARD REFERENCE RESULT 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO
BE ATTACHED TO INSURE PROPER ANCHORAGE.
PHYSICAL:
10. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN
SPECIFIC GRAVITY ASTM D792 1.20 G/CC ACCORDANCE WITH SEC77ON 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
MECHANICAL: LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE.
TENSILE YIELD STRENGTH ASTM D638 8,700 p.s.i. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN /N CONTINUOUS CONTACT
FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.sJ. WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH.
FLEXURAL MODULUS ASTM 0790 340,000 p.s.i. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
IMPACL - REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
NOTCHED IZOO ASTM D256 18 FT-Ib/in 13. (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC
FIRE URNING CHARACTER/STICS PROJECT, LE. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
SMOKE DENSITY ASTM D2843 75 (MAX) (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELEC77ON, PURCHASE AND INSTALL477ON INCLUDING LIFE SAFETY OF THIS
RATE OF BURNING ASTM D635 C-1 CLASS (MAX) PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DEIA/LED ON THIS
SELF IGNITION ASTM 01929 650 'F DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
(C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY & TEMPER. - (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME
THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE
4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE RED. ENGINEER, SHALL SUBMIT TO THIS
50018 W/ 50 KSI YIELD STRENGTH AND 90 KSI TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
SECTION 2411.3.3.4.
(E) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD
5. BOLTS TO BE ASTM A 307, GALVANIZED OR AISI 304 SERIES STAINLESS STEEL, WITH 36 KSI MIN. YIELD STRENGTH. THAT PREPARED IT.
6. ANCHORS TO WALL SHALL BE AS FOLLOWS: SEE SHEET 2 OF 5 FOR APPLICATIONS.
(A) TO EXISTING POURED CONCRETE• MIN FIG = 3 KSI
-1/4" 0 TAPCON ANCHORS MANUFACTURED BY LTW. BUILDEX �T141S DRAWING SHALL ONLY BE USED TO
-1/4" 0 X 7/8' CALK-IN ANCHORS OR ELCO MALE & FEMALE 'PANELMATE" MANUFACTURED BY POWERS FASTENERS, INC , OBTAIN PERMITS IN THE STATE OF FLORIDA
AND ELCO CONSTRUCTION PRODUCTS RESPECTIVELY.
-1/4" 0 X 3/4"ALL POINTS SOUR--SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - '��qqq���'{ dI-ILA•'
NOTES: �,,'7\4�,• , ••A
A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4' AND FOR ELCO PANELMATES IS 1 3/4 y \U0,S Si FLORIDA BUILDING CODE ( Mon High Velocity Hurricane Zone)
02015 XTECO, INC CLEAR BERTHA STORM PANEL DRAWN BY
A.2) 7/8" CALK—IN ANCHORS AND 3/4" SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETEt (4 'c j ;' ZZS' DEEP) rR-I-
NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED.
1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MIN/MUM SHOULD STUCCO EXIST, AND 1" MIN/MUM FOR WALLS s 0124/15
WITH No srucco. r -- I L E C ® i N e. EASTERN METAL SUPPLY, INC DATE
A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR r � ,; ',�` " 4268 WEST ROADS DRIVE
�b �.., 1 „� TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL JJ407 15-046
ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS ,� "3 `� �^ acssP , ;e se,71-1 w .: (+ )8 1 I .I
"� ,' Phona:(305JB]i-1530. Fw: (J05)811-1SSI DRAWING No
INDICATED ON NOTES A.1) & A.2) ABOVE, "r , �a�ZO��� wAC7lJ6A000UT1Jr. P.E. �µ ao- osys7�s ^prz
R RIDA V2 44187 i SHEET / OF 5
15.120" g_120" F- �CONCRETE ANCHORS (SEE SCNEDULE)�Am
¢.ODD"
12.00P" r AAn- r Afro.
0 0 0 0
1.500' 4.500" 1.500" 4.500"71.500" �1-500" 4.500"--- 1.500"
B AS APPUL:AgLE(TSPI 8 AS APPLCABLE('YP-)
O
N � N
N nl
.IOO"t rpm mLERANcr= 1 �-o.lDp'f rpm TOLERANCE � B
�2,125"�3.875"�2.125"� �2.125"�3.875"
�1 CLEAR PANEL (4 HALF CLEAR PANEL a a
27,120"
24.000"
�1.500" 4.500" 1.500"--[-------4.500" 1.500" 4.560" 1-500' 4.500" 1.500"�
LULs As AVPuc.+elE CTmI
§ �-3�' CONCRETE ANCHORS (S£E SCHEDULE)N — -- {- -�
u) Eq t Alin.
N STORM PANEL TYPICAL ELEVATION
N.T.S-
700' ;E 10% TOLERANCE
�2.125' 3875 2.125" 387.5" 2.f25" 3.875" 2.125' �1/4-Max. GAP 1/4-Max. {SAP-1 —
DOUBLE WfDE CLEAR PANEL
SECTION'
N-T.S.
14'
4$ 06.3'
a 4 + .374" 3B0' 1
-190"
'TYR 5
'
1{- th O of y. - � Rrl4TED 717 ANCd.E E
150" ti ^ R
ary ,f rn rLE6
rcRmTER. 095" LOCAriDN o -�
.v33 yh 2 pp0'�-}-�' i I l 1AIC t m .063
3.000'Max. }—t.95f1- -{ L
�'
�I _T7�j
� .1875'
093"
X ANGLE BUILD OUT 3 8 B.0. 4 -F- TRACK ANGLE 632" WRIES
BRACKET "F'� TRACK O REVERSED "F" ANGLE Q MINI WALL 1.TS z0.632" DETAIL 1: s1tAn sv/nrE cAsr zrnr
TRACK AME WITH STUD AMCKa KAMD WW mvr
.rz�s'�.sus' b. -
COMPONENTS
RAETEn Ta ANGLE 4 1 .� ��@,�� `?� ..�° � ar®,��,
SEE ` � �� SCALE &RIDA BUILDING CODE ( Non High Velocity Hurricane Zone)
n VETW r -
_ 7 02015 MTr=CO, INC. CLEAR BERTHA STORM PANEL DRAWN BY.
00,
&000,
DPnoNAt (2.25" DEEP) F.R.L.
o r'� p3/24/75
EASTERN METAL SUPPLY INC DAB
�? 2 x5"(MAX.)x 1� ® KEY HOLE AT PANEL KEY HOLE WASHER¢" `� °'' -T- E ® C 4268 ROADS DR1VE '
ANGLE WfTH STUD 31a5--r115r Aurm.ALLOY `j �, TILL TESr1NG & ENGINEERING COMPANY
tom _ wEsr PALM eEAc1r FL 33407 15-046
3A.. t s35srrw. 3lYh.st, sta.3o5, smeclrrm cArrnENs E1. 33rss
Pnone:l )B7EB7 dOD6719 I. ( �71-x531 my Ab Ass WM DAte Ae� xo DEYMMar a�tE DRAWING No
°ya�1;,65 u�ee`v a WALTER A TILLIT Jr. P.E. 1 °�1T- 0 5 a SHEET 2 OF 5
FLOROA Lk. f 44167 1 2
6 Cont. 7 a'x 3/32"WING CALK—INS OR ELCO TEXTRON
ITK/BUILDE; TAPCONS, NUT EVERY STUD / �¢ -20 1TW/BUILDER TAPCONS,
pANELMATE ® W 1 POWERS FASTENING 1TW/BUILDEX TAPCONS OR
POWERS FASTENING CALK—INS 12'0. C. STAGGERED SIDEWALK BOLT OR 8 W/ ® CALK INSOR E2CD POWERS FASTENING CALKL\
INS
OR ELCO TEXTRON PANELblA7E TO ANCHORS W/ 1/4 0-207AUSSHE4D BOLT s 7 (TI7pN PA (SEE SCHEDULE FOR SPACING). E. 0.
(SEE SCHEDULE FOR SPACING), 875 (SEE SCHEDULE FOR SPACING). I (SEE SCHEDULE FOR
SPACING). E. 0.
2 Cont. POURED 1" I 1"
I CONCRETE
II 500" REQUIRED
POURED E D I I CONCRw
POURED E.
CONCRETE REQUIREDREQUIPOURED 1/4"p�v20 x 3/4"j '® CONCRETE BOLTS W/ 7/aRE U3/32 WING NUT 1/40-20 x 1"
0 12' ox. S. S M. S. W/ I I7/8'x 3/32-
I WING NUT I I SEPARARON 70 EXISTING
I . I"Min. ® 12-
TO EXISTING PANf1ENTl SEPARARON
GLASS (SEE SCHEDULE) TO NG
(SEE SCHEDULE) EST
Mvx.
1 Alin. PANEL LENGTH
S S. x 1" TO EXISTING I I (SEE SCHEDULE)
S. M..S W/ f Afax. GLASS
7/8"x 3/32" I I I I I
WING NUT 7/8 x 3/32"
12"D.C. I POURED I 1 POURED PANEL LENGTH E4�ERY STUD I I
(SEE SCHEDULE) WING NUT
ON
OR CONCRETE CONCRETE I I I
I I BLO NGRECONCR� E. D. I OR CONCRETE E. D 1/4 0-20 x 3/4' a 12"0_ C
BLOCK WALL BOL75, W/7/8"
REQUIRED REQUIRED PCV\RY 3/32' WING NUT
CONCRETE E. 0. I I ® 12'o.c. I I ALTERNATE T- I I 7 Cont_
OR CONCRETE LEG LOCATION
BLOCK WALL r
REQUIRED CALK—INS OR ELCO TEXTRON I I7W/BUILOEX TAPCONS, 50O" I I
SDO' PANELMATE ®®W/ 7 4 --2D POWERS FASTENING \
CALK—INSOR ELC i.ADo POU!?ED OVO"
CALK—INS SIDEWALK BOLT OR W/ TEXTRON PANELA, \ I I CONCRETE E. D.
(SEE SCHEDULE FOR SPACING) \ 3 Cont. (11 410-2�ORH�CROLT k (SEE SCHEDULE 2 Cont. REQUIRED
`'
FOR SPACING). ffw18UILDEX TAPCONS OR E. D.
WALL AMOUNTING INSTALLATION WALL MOUNTING INSTALLATION D. M.. POWERS FASTENING CALK—INS
(SEE SCHEDULE FOR SPACING).
SECTION 1 SECTION 2 BUILD OUT INSTALLATION _CEILING & FLOOR MOUNTING INSTALLATION
SECTION 3 SECTION 4
RW/BUILDEX TAPCONS OR E. U —
POWERS FASTENING CALK—!NS POURED CONCRETE
(SEE SCHEDULE FOR SPACING}, I REQUIRED
h 1"
Cant. 5 I
1/4 0--20 x 1"S M S. W/ I I
7/8")r 3/32" WING NUT ® 12"o.c_ SIDE WALK BOLTS ARE 314 W3/32`THICK NOTE FOR COMBINAROM OF SECTIONS
I" MINIMUM I HEAD MACHINE SCREW W/LENGTH
SEPARA71ON TO Max. AS PER NOTES A.2 & R2 (SHEET 1)
EXIS77NG GLASS PANEL. LENGTH WALL/FLOOR/CEILING MOUN77NG SECTIONS CAN BE
(SEE SCHEDULE) TRUSS HEAD 80LTS ARE 1 2 Ox1/8"TH1CK COMBINED IN ANY WAY TO SUIT ANY INSTALLATION.
HEAD MACHINE SCREW WIENCTN
1/4 0-20 x I' AS PER NOTFS A.2 & B.2 (SHEET 1)
S S. U. S. W/
7/8'x 3/32" I
WING NUT
1 Z" E. D. = EDGE DISTANCE
4 S SCHEDULE ON
SHEET 4 OF5)
ALTERNATE
LEG L CA770 , s,�, 1 Y�1°U�rlp�''I°���,��
POURED CONCRETE / �� FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone)
REQUIRED 1 I pT
INSTALLATION / i l �v
02015 IXiECO, 11UC. CLEAR BERTHA STORM PANEL DRAWN BY.-
ITW/BUILDEX TAPCONS OR 7'�IJ! SCALE- 318" = 1 ��` '` a �� 2.25" DEEP)
FR.1.
POWERS FASTENING CALK-11 F---E. D. 03 24
4-
(SEE SCHEDULE FOR SPACING). E. D.
DATE
15
CEILING & FLOOR MOUNTING INSTALLA TION I L E C O N c.
EASTERN METAL SUPPLY, INC
` m 4269 WEST ROADS DRIVE
SECTION S ,-''"s K �a 77LLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL 33407 15-046
� �,e3 V.d 6355N.W. 3864. St., Sb..3D5, VlRGINA GARDEN$ R M186
8 P7wne: (305JB77-1530.Far DRAWING No
EB--00067191 ne era ecv v, arx nu>
WAL7FR A. 77LL1T Jr. P.E. ° °�i7- ° °J�`%'s ' SHEET 3 OF 5
FLORM4 Lic. f 44167 s s
MAXIMUM A.S.D. DESIGN PRESSURE RATING(p s f) WITH
CORRPWONDING MAXIMUM PANEL LENGTH "L" Ft. AND
CORRESPONDING ANCHOR SPACING "S" (in.) SCHEDULE DR CONCRETE BLOCK
FOR INSTALLATIONS IN CONCRETE, CONCRETE BLOCK AND WALL REQUIRED. %gRIES
WOOD FRAME .STRUCTURES * CUT PANEL r' 2 OR O DR
Min. II OR l ) OR O OR / )
MAXIMUM AS.D. Max. PANEL LENGTH ANCHORS SPACrNG5 "S" CONCRETE ANCHORS
DESIGN L (�) SECTUAS 2. J, 5 a 12"ox.
�� POURED CONCRETE
PRESSURE 093"CLEAR LEXAN SELTIDN 4 (BOTTOM) (TOP/BOTTOM) ct10N1 ) y l I iY) OR CONCRETE BLOCK
FAANG (p.s.f.) STORM PANF1 S£C710N 1 (80110M �_/ -
) � WALL REQUIRED.
1"
+280, -28.0 W-0" 7" 12" 12' 3105-H14 OR
6063-T6 ALLOY 2.500" 1�h
Cont. Alum. ANGLE. MIn• y
v � �
UARlES 4
2'
+30.0, -35.0 B'-11" 7" 12" 12" CASE A (Plan) _�T -�- _g°. x.
+35.0, -40.0 8'-4" 7" 12' 12' y" 4' x 4'x .072"
POURED CONCRETE Max. 3105-H14 OR
OR CONCRETE BLOCK-\ /4" 0 BOLT 6063-T6 ALLOY
140.Q -45.0 7_11" 7" 12" 12" WALL REQUIRED. & 24"0. C. Cont Alum_ ANGLE.
2.500" ? W/JACKNUT
+45.0, -50.0 �'-6' 7" 12' 12" Min 500� �s f CASE B (Plan)
CONCRETE ANCHORS
a 12'a.c.
+50.0 -55.0 7'-2" 7" 12' 12"
+55.0, -60.0 6' 10" 7' 12" 12' 1.000"
ALTERNATE LEG LOCATION POURED CONCRETE
OR CONCRETE BLOCK
+60.0, -65.0 6'-7" 7" 12" 12' 2"x 2"x 0.55" TO WALL REQUIRED.
2"x 5"x .055' Cont. Min.
+65.0, -70.0 Alum. ANGLE OR "1.5X"
7" 12' 12" .080"3105-HI54 SHEET REWO)
METAL Alum- BENT PLATE.
+70.0, -75.0 5'-10" 7" 12" 12'
X = B 0. DISTANCE
+80.0, -85.0 5'-2" 7" 12' 12"
CASE C (1lan,) '
+85.0, -90.0 4'-17" 7" 12' 12'
+900, -95.0 4'-g" 7' 12' 12" 2'x 3'x .093" 3105 H-14 OR
WITH ANCHORS.
ALLOY Cont. Alum. ANGLE CASE E (Plan)
WITH ANCHORS g 12' O. C. (�N-
+95.D, -100.0 4'--5" 7' 12" 12' r•000 SCALE: i/4" = 1"
21/4' GAP 1.o00'
+100.0, -105_0 4'-2" 7" 12" 12' A
+105.0, -110.0 4'-0 7' r2' 12'
POURED CONCRETE END CLOSURES DETAILS
V �1'�� WA CONCRETE BLOCK* Min. PANEL LENGTH 15 3'--O" `ice/�1 l`7 Jf{/I WALL REQUIRED. SCALE.' T�SL" = 1"
ANCHORS LEGEND
-MAXIMUM ANCHOR SPACINGS ARE VALID FOR ANCHOR
3 1/2' EDGE DISTANCE. FOR E D. LESS THAN ANCHORS MIN
3 1/2' REDUCE"ANCHOR SPACING BY TYPE' SPACING f'�
MULTIPLYING SPACING SHOWN ON SCHEDULE BY TAPCON/ CASE D Plan
THE FOLLOWING FACTORS. (NOTE : Min. 3ELMAlES .D'
E:
PAN ��� �
D. fOR CALK-IN ANCHORS IS 2 1/21_ �
FOR THIS OPERA71ON TO BE POSIBLE, REDUCED CALK-IN 2.5"SPACING USING FACTOR SHALL.
�b��®� ✓ �
BE LESS OBTAITHANNED MINIMUM SPACING INDICATEDOFOR � ��vl ��� FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone)
EACH ANCl OR TYPE AT ANCHORS LEGEND. p 4P2015 7X7ECO, INC. CLEAR BERTHA STORM PANEL IIRAwrI sY
FACTOR FX f SJ'
ACTUAL E. D_ 4,1167 (2.25 F" DEEP) R.L
TAPCON/ Yt
e 03124115
PANELMATES CALK-IN - �� r EASTERN METAL SUPPLY, INC DATE
3" 86 .75 '. _r°
1 E C ® I N C. 4266 wEsr ROADS DRIVE
TILLIT TESTING & ENGINEERING COMPANY
71 50 i`f t� .� P s3ssnrw. Ica_se. St vrr vKw rru�nqu� Fl Tss WEST P" BEACX, FL M407 15-046
Z" 50 - W" � { <•1=, ;* a1a�: ws 7!-fsw.F' r: sasJe7f-f5Yf �, xo t� a�tt xav Ac ae cw n+rE
f ( DRAWING No
?- ? WALTER A. 7 LL T1 Jr. P.E. arn-�r-zza n5/ayns a
10 FLORIDA Lia 44167 s SHEET 4 or 5
1/410-20 ELCO male/female 4'x 8" (Min.) EXISTING
WOOD HEADER WOOD HEADER PANEL947E 0 6'ox W/ WOOD HEADER WOOD SEAM REQUIRED.
REQUIRED. REQUIRED. 7 7/8" Min. PENETRATION OR REQUIRED. STRUCTURAL ADEQUACY
414 S.S. HEX WASHER 1/40-20 ELCO mole/female OF EXISTING WOOD BEAM
HEAD WOOD SCREWS W/ PANELMATE 0 b" ox W/ 1rJ BE CERTIFIED 8Y
1/40-20 ELCO male/female PANELMATE 1 1/2' Min. PENETRATION 0 6" a.c. 1 7/6'Min. PENETRATION OR REGISTERED ENGINEER
® 12' o.c. W/ t 718'Min. PENETRATION. 114 SS. HEX WASHER OR ARCHITECT PRIOR
6 Cont. HEAD WOOD SCREWS W/ 14 x 1 3/4"SS. HEX WASHER E TO SHU77ER INSTALLATION.
1 1/2'Min. PENETRA770N 0 6" a.c. HEAD WOOD SCREWS W/ 1 1/2'Min.
PENETRATION 6"o.c.
I -0751 1 ",It
7/8'x 3/32" WING X,
2.000 I 2.000 NUT 0 EVERY STUD ® 2.000
Min. I Min. I 12' O. C. STAGGERED Min.
TO PANELMATE.
OR 5 I
Cont.
1/4 0-20 x 3/4"
BOLTS W/ 7/6'x 1 BOLTS W/ 7/8"x
3/32" WING NUT I 3/32" WING NUT
1' Min. I i"Min. 0 12' ox. I 0 72"o.c_ 1
SEPARATION I SEPARATION I
TO EXISTING Max. TO EXISTING I I
GLASS I PANEL LENGTH GLASS I 1 S I AMn. I I(SEE NOTES BELOW)
TO EXIS77NG
GLASS
1'Min. Max.
WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION PANEL LENGTH
SEPARATION I (SEE NOTES BELOW)
ALTERNATI VE 2 AL TERNA TI VE 4 TO EX ASSSNG
I I
1 , 1� I r , rB
1"Min-
I
SEPARA77ON
E
1/4'e-20 x 1' I TO E IS77NG I 1/40-20 x 3/4'
GLASS
S S_ M. 5 W/ I I BOLTS W/ 7/6'x 1
Q 7/8"x 3/32No NUT
WING NUT I 1OLTS W x 8"x I 3/32"®WNG NUT
2" O.0 I
WOOD 0 12'ox. BOLTS W/ 7/8"x
PLAT 1/40-20 ELCO male/female PANEZMA77: I 3/32" WING NUT 1 2" x 6" WOOD
SQUIRED. 0 12" o.c. W/ 1 7/8' Min. PENETRATION 1 :® ® 12' o.c. 1 ,® DECK REQUIRED- ®OR 5
AT MIDWIDTH OF PLATE M I I (NO FINISH ALLOWED) Cont.
_
E E i 7=:T
Q _ 5�" .5aa"
2" 4 3 Cont. Q
0OD 2' 4
LATE OOD 2 Cont.
p ED, 1/40-20 ELCO male/female LATE
PANELMATE fi"oxW/ Q ED.
1 7/8" Min. PENE7R477ON OR 1/4""�-20 ELCO mole/female 14 x 7 3/4"S.S. HEX WASHER
114 SS HEX WASHER PANELMATE 0 b" ox W/ HEAD WOOD SCREWS W/1 1/2"Min.
HEAD WOOD SCREWS W/ 1 7/8" Min- PENETRATION OR PENETRATION 0 6' o.c.
1 1/2" Min_ PENETRATION b" ox. HEAD
S.S. HEX WASHER
WALL MOUNTING (D. ,} a MIDWIDTH OF PLATE HEAD Woof? SCREWS W/
M. 1 1/2" Min. PENETRATION 0 6' ox.
ALTERNATIVE' 1 0 MIDWIDTH OF PLATECEILING & FLOOR AMOUNTING INSTALLATION
ALTERNA TI VE 6
WALL AMOUNTING INS TALLA TION BUILD OUT INSTALLATION
ALTERNATIVE 3 ALTERNATIVE 5
NOTE FOR COMBINATION OF SECTION:
WALL MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS
1N ANY WAY TO SUIT ANY INSTALLATION. w 1 4
NOTES: c "• I '. �
a 8 FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone)
r INSTALLATION
PANE ONLY LY VALID FOR MAX. A.SD_ DESIGN PRESSURE F` e .° + 4� r .:. ®20t5 TTLTECa, INC. CLEAR BERTHA STORM PANEL DRAWN L BY.
(2.25- DEEP)
LENGTHS AS PER SCHEDULE SHOWN ON SHEETS 4 OF S. a 03124115
2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE t. sP EASTERN METAL SUPPLY, INC BATE
SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. , ,,¢ r L E c o N C. 4268 WEST ROADS DRIVE
T7LLlt TESTING 6t ENGINEERING COMPANY WEST PALM BEACH, FL JJ407 15-046
'' ,6"° g«• �'`. a� esssncry 3su. sct�sl3as PROM ca xs n.Mrca
{30.5p71-I&.F=: (305}577-1531 REV.NO 0000 rrox arrF Rev.Ar- arm tirmu DRgWING No
E6 0006719
ALTER A. T7LL i an rr-2za ai/24/rs s
W7T Jr. AE SHEET 5 OF 5
d �� 1i�sii:$ ysv FLORIDA Lic. j 1 2 4