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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:
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GENERAL NOTES:
1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE
WITH THE 2014 (5th EVIRON) OF THE FLORIDA BUILDING CODE (B) TO EXIS771VG CONCRETE BLOCK WALL: ASTM C-90
THIS STORM PANEL SYSTEM SHALL dQt BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE/ SROWARD COUNTY). -1/4" 0 TAPCON ANCHORS MANUFAC7URED BY LT.W. BUILDEX.
-114' 0 X 718" CALK-IN ANCHORS OR FLOG MALE & FEMALE PANELMATE" MANUFACTURED BY POWER FASTENERS, INC.
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, AND ELCO CONSTRUC77ON PRODUCTS, RESPECTIVELY.
FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND -114" 0 X 314"ALL POINTS SOLID-SET ANCHORS AS BS7R16UTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY.
FOR A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL
NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RA77NGS 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.P. DESIGN MIND LOADS BY MUL77PLYING THEM BY 0.6 IN ORDER 70 1 114"
TO COMPARE THESE W1 MAX (A.SD) DESIGN PRESSURE RA77NGS INDICATED ON SHEETS 4 & 5. B.2) 718" CALK-IN ANCHORS AND 314" 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 SEC77ON 1609.1.2 OF 114" 020 SCREWS USED SHALL BE 1 112" LONG MINIMUM SHOULD STUCCO EXIST,
THE ABOVE MENTIONED CODE AS PER ATL REPORT /01.30.01-01 AND J0703.01-07, PER SS'TD 12-99 & AS7M E 330-02, AND 1" MINIMUM 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 POLYCARBONATE SOURCES W17H THEIR BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B.1) & B.2) ABOVE.
CORRESPONDING MODEL NUMBER:
(C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIF7CATIONS OF THE ANCHORS
GENERAL ELECTRIC PLASTICS LEXAN 103 MANUFACTURER.
DOWN CHEMICAL CALIBRE 302 V-6 7. PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLA77ON DETAILS SHOWN ON SECTIONS 1 THRU 5, SHEET 3
BAYER MATERIAL / SCIENCE LLC. MAKROLON 111804 OF 5.
8. STORM PANEL. SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED.
MINIMUM PROPER77ES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS: 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO
TYPICAL PROPER77ES APPLICABLE STANDARD REFERENCE RESULT 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 SEC77ON 1710.8.2 OF THE FLORIDA BUILDING CODE.
TENSILE YIELD STRENGTH ASTM D638 8,700 p.s.i. IL THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES W141CH REMAIN /N CONTINUOUS CONTACT
FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.7. WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH.
FLEXURAL MODULUS ASTM D790 340,000 p.sJ.. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
IMPACT' - REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
NOTCHED IZOD ASTM D256 18 FT-Ib/rn 13. (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC
t7RE BURNING CHARACTERISTICS PROJECT LE WHERE THE SITE CONDf770NS DEVIATE FROM THE PED.
SMOKE DENSITY ASTM D2843 75 (MAX) (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLA77ON 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 DETAILED ON THIS
_SELF IGNITION ASTM 01929 650 'F DOCUMENT CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTORS RESPONSIBILITY.
(C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
3_ ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIA17ON 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 OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR 7HE PROPER USE OF THE
4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PED. ENGINEER, SHALL SUBMIT TO THIS
50018 W1 50 KSI YIELD STRENGTH AND 90 KSI TENSILE STRENGTH & SHALL COMPLY W1 FLORIDA BUILDING CODE LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
SECTION 2411.3.3=4.
(E) THIS P.ED. 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 KSf MIN. YIELD STRENGTH. 774AT PREPARED IT.
6. ANCHORS TO WALL SHALL BE AS FOLLOWS: SEE SHEET 2 OF 5 FOR APPLICATIONS.
(A) TO EX/577NG POURED CONCRETE• MIN FC = 3 KSI
-114" 0 TAPCON ANCHORS MANUFACTURED BY I.TW. BUILDEX T141S DRAWING SHALL ONLY BE USED TO
-114" 0 X 718" CALX-IN ANCHORS OR ELCO MALE & FEMALE PANELMATE" MANUFACTURED BY POWERS FASTENERS, INC OBTAIN PERMITS IN THE STATE OF FLORIDA
AND ELCO CONSTRUCTION PRODUC773 RESPECTIVELY.
-114" 0 X 314'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY.
NDT£s "j Ott$ FLORIDA BUILDING CODE ( Nan High Velocity Hurricane Zone)
A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 314"AND FOR ELCO PANELMATES IS 1 3/4, '; \U-
-7 w m2or5 mrEcq INC CLEAR BERTHA STORM PANEL DRAWN BY
A2) 7N0" CALK-IN ANCHORS AND EMBEDMENT INTO STUCCO SHALLSOLID
BE PERMITTED.ANCHORS SHALL 8E ENTIRELY EMBEDDED INTO THE POURED CONCRETE" (2(2 25" DET?) -.—,_, F.R.L
114" 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND I- MINIMUM FOR WALLS `+ '� 03724/15
WITH NO STUCCO. `°r —may &ASTERN METAL SUPPLY, INC BATE
A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON FIVE EXISTING WALL OR FLOOR�^ f,; ,� szce wEST Ragas ORn�E
mp �., "E,{' 1 „� TILLIT TESTING & ENGINEERING COMPANY WEST&ALN BEAGI, FL 33407 T,rj-046
ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS �,� ;"^ „'- rssx.w. ,wxn sr., s�sos, wmwu c+ao�Ns, n..u1se
INDICATED ON NOTES A.i) & A.2) A80UE: �'�+` - P :wAL
E3-0006719
. ��r�zsn � AS � DRAWING Na
:adC3:E43i'velnaQ FLORIDA T 441 E7 x SHEET I OF 5
-15-120" _-9.120' 3-1
"�cDNCRETE ANCHORS (SEE SCHEDULE)-
12.000" 1 M 1 Arm.3I
6.000"
O 0 O O
1.500' 4.500" . 1.500" 4.500"1.500" 1.500" 4.500" 1.500"
F
6 AS APPLM.A6LE(W-) 8 AS APPLICABLE f5P-)
O
N N
100"t 1OX TOLERANCE ___l_O.loo"f !0z TOLERANCE } B
2.125" -J.875" 2.125"� 2.125"3.875"
�1 CLEAR PANEL fA HALF CLEAR PANEL n n
27.120"----
24.000"
1.500' 4.500" 1.500'--[-4.500" 1.500" 4.500" 1.500'4.500"1.500"�
s As APPLlG1&E(rm)
CONCRETE ANCHORS (SEE SCHEDULE) --- - {-3"-�
uy EO i Min.
N STORM PANEL TYPICAL ELEVATION
N.T.S_
.700' 102' TOLERANCE
2.125' 3.875' 2.125" 3.875' Z.125"- �1/4-Max. GAP 1/4"Max. C.4P-1 -
DOUBLE WIDE CLEAR PANEL SECTIONN ,®
N_T.S.
14"
4$ 063'
-380 � 1
g .950" o aQ ^ry ♦ ; , ^ .188- -.190"
` 374` --
r 091
625+
lz - Ia S S STUD EYPFo2 � M RA&7ED tl A .
a. C
Lh
095 o ahi
°- !LEG LOCAriDN o ,�
093 �ryh Ji d
rl
2 000"� i I 1 AIC I m 063"
3.000'Max° }--7.950" - L
�I��
7�A
1875. "
093"
2 3 ANGLE BUIL® OUT 3 3 8 B.0. 632" vARIEs
BRACKET O "F" RACK ® '°F" TRACK ANGLE REVERSED "F" ANGLE fi MINI WALL 9.75 20.632" DETAIL 1: sluD Wr VE cur z+Nc
r TRACK AME WITH STUD '"` PlAATm """�nrur
a
.12.5" .625" ; @}k� a4 � a�t�'�`��ahuw�.51.€ COMPONENTS
I�7 I O/ •L.. / � TS
RAFTED 1D ANGLE ����` `• ••••
A 12-0.G. SCALA 3/8„ 1 ,.
FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone)
cV DETAIL 1
7 92015 77LTECO• INC. CLEAR BERTHA STORM PANEL DRAWN BY.-
oPnoNAt r.szs~ r~ (225" DEEP) F.R.L
5.000" .
ti 03/24/75
„ " '_ `"' " �-�--- , t�. . `'. I E C O N r. EASTERN METAL SUPPLY, INC DATE
�7 2x5 {MAX.1x 1 ® KEY HOLE AT PANEL �9 KEY HOLE WASHER¢ �Y `j �� 4268 WEST ROADS DRIYf
ANGLE v'� T1LL1T TESTING & ENGINEERING COMPANY
A WITH STUD 3105-rills Aunn.ALLOY . sem Rre`� 3
8WEST PALM BEACH, FL 33407 15-046
355KW. 6th.St. '.Ye.3D5, v�clNm CANIAE'NS A. 33188
„` Pham. (3a5)871-1530.Fox;(3a5�71-1531 DRAWING No
EB-0006719 Ry No I7E'SY,WrM DOE - MV.ft imp VA1c
WALTER A TILLIT Jr. P.E 1 0W-11-220 031NI13 a SHEET 2 OF 5
��1`rb u$ae`v
FLORIDA Lic. f 44187 s
V@6 Cont. 7/B'x 3/32"w1NG CALK-INS OR ELCO TEXTRON 1LDEX 1APCDNS,
ITW SU
ITW/BUILDEX TAPCONS, NUT® EVERY STUD 0 PANE7_IMA7F®�8 W/ 1,14 0-20 /
POWERS FASTENING CALK-INS 12"A. C. STAGGERED SIDEWALK BOLT OR 8 W/ ® POWERS FASTENING ITW/BUILDEX TAPCONS OR
OR ELCO TEXTRON PANLZMATE T77 ANCNDRS W/ 1/4 -207RLISSHFAD BOLT* CALK--INSOR ELCO POWERS FASTENING CALK-INS f. D.
(SEE SCHEDULE FOR SPACING). (SEE SCHEDULE FOR SPACING). TEXTRON PANELMATE (SEE SCHEDULE FOR SPACING).
875 I (SEE SCHEDULE FOR n E. D.
SPACING). POURED
2 Cont. CONCRETE
I I "x314-
BOL;
REQUIRED
POURED E A I I CONCRETE POURED E D I I
CONCRETE E D 4 I
REQUIRED I I 1 REQUIRED I POURED\\\\A CONCRETE
RE U 3/32 WING NUT 1 7/4 ID-20 x 1"
12- a.C. I I 57/8 X ,.2-
1"
Mm I I I
1'Min. SEPARATION I WINO NUT
SEPARATION PANEL x 70 E)(6TBw LENGTH LASS I I Max. i"Min. ® 12-p.c.
TO EXISTING SEPARATION
GLASS (SEE SCHEDULE) PANEL LENGTH(SEE SCHEDULE) TO 1�$NG
114,0--go x !' SEPARAAON Max.
PANEL LENGTH
TO EXISRNG I (SEE SCHEDULE)
S. S. M..SMax
7/8'x 3/32GLASS
WING NUT" I I I 1\`C. \ \ \ \ PANEL LENGTH
715'x 3/32 I I
g 12"O.C. POUREDI 1 (SEE SCHEDULE)
POURED I I WING NUT 0 STUD cl)19
1
OR CONCRETE CONCRETE
Ll
I I
BLOCK OCWE. D. I OR CONCRETE E D. 114-0-20 x 3/4' ® 12"0. C I I
BLOCK WALL BOLTS W/7/8"x I ,®
REQUIRED REQUIRED 3/32' WING NUT
CONCRETE E. D' I I I a 12'ac. ] I ALTERNATE T- I I 7 Cont_
OR CONCRETE LEG LOCATION
BLOCK WALL 1
REpU1RED CALK-INS OR ELCO TEXTRON I 1TWIWLOEX TAPCONS, 500"
500' PANELMWTE ®®W/ 1 4 0-20 POWERS FASTENING I I 1.000 '
GALK-IIVSOR EIC POURED 000'
CALK-INS SIDEWALK BOLT OR 0 6 W/ TEXTRON PANELMATE I I CONCRETE E D
(SEE SCHEDULE FOR SPACING) \
\4Cont. (EE EDSCHEDULE ORH SPACING).EAD « (SEE SCHEDULE \ 2 Cont. REQUIRED
`' FOR SPACING)_ ITW/BUX0EX TAPCONS OR E. D.
WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLA TION D. M.. POWERS FASTENING CALK-INS
"� BUILD OUT INSTALLATION CEILING F&SPACING).
II�OUN,TING INSTALLATION
SECTION 1 SECTION 2 SECTION 3 SECTION 4
my/auuDEX rAPcoxs OR Imo—E. D.
POWERS FASTENING CALK-INS I POURED CONCRETE
(SEE SCHEDULE FOR SPADING}. �� I REQUIRED
Cont. 5
11410-20 x 1"S. M S. W/ I I
7/8"x 3/32" WING NUT ® 12'o.c_ 10 SIDE WALK BOLTS ARE J/4 Ox3/32-THICK
1'MINIMUM I HEAD MACHINE SCREW W/LENGTH NOTE FOR COA46IN4TION OF SECTIONS
SEPARA71ON TO Max. AS PER NOTES A.2 & B.2 (SHEET 1)
EXIS77NG GLASS PANEL LENGTH * WALL/FLOOR/CEILING MOLIN77NG SECTIONS CAN BE
(SEE SCHEDULE) TRUSS HEAD BOLTS ARE1 2 Dx1/8"THICK COMBINED IN ANY WAY TO SUIT ANY INSTALLATION
HEAD MACHINE SCREW WENCTN
11410-20 x I' AS PER NOTES A.2 & B.2 (SHEET 1)
S. S. M. S. W/
7/8"x 3/32" I
WING NUT
a 12'o_c. I I �� E. D. = EDGE DISTANCE
4 SSEE SCHEDULE
HEET 4 OF 5) ON
LEG LOCATIO 4! Id98,•I�®el
POURED CONCRETE i� "` = FLORIDA BUILDING CODE ( Non high Velocity Hurricane Zone)
1" I 11' INS TALLA TION C,45 , � =
REQUIRED 02D15 ALTECO, INC.
�-: CLEAR BERTHA STORM PANEL DRAWN Br.-
17W/BUILDEW TAPCONS ORI SCALA 318" — 722: %�l T are 3 2.25" DEEP)
POWERS FASTENING CALK-INS E. D. e „p
(SEE SCHEDULE FOR SPACING). E D gra
03/24/15
EASTERN METAL SUPPLY, INC
�•p � - DATE
CEILING & FLOOR MOUNTING INSTAUATION
` 4268 WEST ROADS DRIVE
SECTION 1� a 17LL1T TESTING & ENGINEERING COMPANY WEST PALL( BEACH, FL 33407 ]rj—a4L6
• y � ,3 y'. ,�.d 635MV W. 3864. St., St.M5, MGWA GARDE n 33156
8
Phone: (305)871-1530.Fax:(305)871-1531 DRAWING No
ES--0006719 � Abucuaarrav ewrs av w olscamax n�
WALTER A. PLOT Jr. P.E. 5 SHEET 3 OF 5
FLORIDA Lic. 44167 2 s
MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s fWITH
CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ft.) AND
D CONCRETE
CORRESPONDING ANCHOR SPACING "S" (in ) SCHEDULE OR CONCRETE BLOCK �{
FOR INSTALLATIONS 1N CONCRETE, CONCRETE BLOCK AND WALL REQUIRED. VARIES
WOOD FRAME .STRUCTURES * CUT PANEL �- 1' � 2 ORO OR
Min. II
CONCRETE ANCHORS II OR t 7 J OR{ @ JOR O
MAXIMDESIChAS 0. Max. LANEL}LENG7Pi ANCHORS SPACINGS
12"O.C.
SECTIONS 2, 3. 5 POURED CONCRETE
PRESSURE 093'CLEAR LEXAN SECTION 4 (60TTOM) (TOP/BOTIOA!) ct �, Oiy NN1 )) { I 1 l I iY) OR CONCRETE BLOCK
RATING (P.s.f.) STORM PANEL S£CRON 1 (8017OM �.J \�
WALL REQUIRED.
2"x 4'x .125"
+280, -28.03105-H14 OR !
]0'-0" 7" 12" 12` 6063-T6 ALLOY 2.500' 411Cont. Alum. ANGLE. Min• L
+28.0 -30.0 9'-g" 7" 12" 12"
VARIES 4
2"
+30.0, -35-0 8'-11" 7' 12' 12' CASE A (Plan) _�T T - _-P _ ax.
+35.0, -40.0 8'-4" 7" 12' 12" 2" 4" x 4"x .072'
POURED CONCRETE Mox. 3105-H14 OR
OR CONCRETE CLOCK /4' 0 BOLT 606.3-T6 ALLOY
+40.0, -45.0 7'-11" 7' 12" 12" WALL REQUIRED. 0 24'0. C. Cont- Alum- ANGLE.
2.500" �* W/JACKNUT
+45.0, -50.0 7'-6" 7" 12" 12' Min,2.�� O CASE B (Elan)
CONCRETE ANCHORS 7�1 Min.
+50.0, -55.07'-2" 712' 12"
+55.0, -sa.a s'--10' 7" 12" 12" r:DDD
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, -70.0Alum. ANGLE OR "1.5X"
7" 12' 12" -080"3105-HI54 SHEET REQ'D)
METAL Alum- BENT PLATE.
+70.0, -75.0 5'-10" 7" 12" 12'
=
+75.0, -80.0 6'-6" 7" 12" 12" X 8-0. DISTANCE
-1-80.0, -85.0 5'-2" 7" 12" 12"
CASE C (Plan,) '
+85.6, -90.0 4'-11" 7" 12" 12"
+90.0, -95.0 4'-8" 7" 12' 12" 2'x 3'x .093" 3105 H-14 OR
WITH TC ALLOY Cont. Alum. ANGLE _ CASE E Plan j
WITH ANCHORS,® 12' O. C.
+95.0• -100.0 4'-5- 7" 12" 12" 1•000
SCALE: 1/4" = 1"
21/4" GAP -� 1.000"
F100.0, -105-0 4•-2" 7" 12" 12' A
+105.0, -110-0 4'-O" 7' 12" 12"
POURED CONCRETE WA END CLOSURES DETAILS
1 CONCRETE BLOCK
* Min. PANEL LENGTH l5 .7'--0" 1`]/J{► WALL REaUIRED. SCALE. 114 = 1"
ANCHORS LEGEND
"MAXIMUM ANCHOR SPACINGS ARE VALID FOR ANCHOR f
3 1/2' EDGE DISTANCE. FOR E D. LESS THAN ANCHORS MIN
3 112' REDUCE"ANCHOR SPACING BY TYPE SPACING c
MULTIPLYING SPACING SHOWN ON SCHEDULE BY TAPCON/ CASE D Plan
THE FOLLOWING FACTORS. (NOTE : Min. 3.0"
PANELMATES
E. D. FOR CALK-IN ANCHORS IS 2 1/21- ®�q����• � ��� ��
FOR THIS OPERATION TO BE POS16LE, REDUCED
SPACING OBTAINED USING FACTOR SHALL.NOT CALK-IN 2-5" ®fie � " ,,••a.., a�
BE LESS THAN MINIMUM SPACING INDICATED FOR �� � � ®� FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zane)
EACH 4NGflOR TYPE AT ANCHORS LEGEND. ��f CLEAR BERTHA STORM PANEL aRAt+m1
FACTOR � � �2Of5 7KTEC0, INC.
ACTUAL E_ o- S� (2.25" DEEP) R E
FPAELA'
N/ . 03124115
ATES CALK-IN75 ' E C A t N c. EASTERN METAL SUPPLY, INC DATE
4268 WEST ROADS DRIVE
2 1/2" Fy ,a ,� TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, a 3,7407 ]5-048
5D s� �}f i 1 i t.' ;/ &ASSN.w. 76a-se. S[s w5 vrRcrNtA GA>ZAtTtS Ff 331662 - ����g9 l fr V P •�^• :,'� P7,a+e. f S�7ES 0006719 F'm {30.5)877-7571 DRAWING No
7 e �^..,;,, •` Rtv xo cdawrwx a�tt xts:No ua�7 iulr
1yfLn i ,dry. WALTER A. T7LLIT Jr. P.E. 7 arn-77-zza n7/sy7s S SHEET 4 OF 5
adc t; as ��4Vn FLORIDA Lic- gr 44767 s s
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. 7 718" Min. PENETRATION OR REQUIRED. STRUCTURAL ADEQUACY
414 S.S. HEX WASHER 1140-20 ELCO mole/female OF EXISTING WOOD BEAM
HEAD WOOD SCREWS W1 PANELMATE 0 b" ox W/ 1rJ BE CERTIFIED 8Y
1140-20 ELCO male/female PANELMATE 1 112' Min. PENETRATION 0 6" a.c. 1 7/6'Min. PENETRATION OR REGISTERED ENGINEER
® 12' ox. W/ S 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.
1 112'Min. PENETRA770N 0 6" a.c. HEAD WOOD SCREWS W1 1 1/2'Min.
PENETRATION 6"ox.
I -0751 1 ",It
718'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.
11410-20 x 314"
BOLTS W/ 716'x 1 BOLTS W1 718'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 EXASSSNG
I I
1 , 1� I r , rB
1"Min-
I
SEPARA77ON
E
114'0-20 x 1' I TO E IS77NG I 1/40-20 x 314
GLASS
S S_ M. 5 W1 I I BOLTS W/ 7/6'x 1
Q 718"x 3/32No NUT
WING NUT I 7140- W x 8"x I 3132"®WNG NUT
2" O.0 I
WOOD 0 12'ox. BOLTS W/ 7/8"x
PLAT 1/40-20 ELCO mala/female PANEZMA77: I 3132" WING NUT 1 2" x 6" WOOD
SQUIRED. 0 12" o.c. W1 1 718' Min. PENETRATION 1 :® ® 12' ox. 1 ,® DECK REQUIRED- ®OR 5
AT MIDWIDTH OF PLATT M I I (NO FINISH ALLOWED) Cont.
_
E E i 7=:T
Q _ 5�" .5aa"
2" 4 3 Cont. Q
OOD 2' 4
LATE OOD 2 Cont.
p ED, 1140-20 ELCO molelfemole TATE
PANELMATE fi"ox W1 Q ED.
1 718" Min. PENE7R477ON OR 114 -20 ELCO molelfemole 14 x 7 3/4"S.S. HEX WASHER
114 SS HEX WASHER PANELMATE 0 b" ox W1 HEAD WOOD SCREWS W11 112"Min.
HEAD WOOD SCREWS W1 1 718" 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. 1 112" 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
PANELOS ONLY VALID FOR MAX. A.SD_ DESIGN PRESSURE F` e .° + 4� r .:. ®eats TTLTEca, INC. CLEAR BERTHA STORM PANEL DRAWN L BY.
(2.25- DEEP)
LENGTHS AS PER SCHEDULE SHOWN ON SHEETS 4 OF S. a 03/24/15
2. FOR WOOD FRAME CONSTRUCTION:
WOOD MEMBERS TO BE t. sP EASTERN METAL SUPPLY, INC DA TE
SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. , ,,¢ r L Eco N c. 4268 WEST ROADS DRIVE
T7LLlt TESTING 6t ENGINEERING COMPANY WEST PALM UEACK FL JJ407 15-046
'' ,6"° g«• �'`. a� esssncry 3su. sct�s�3as P3 ROM xs n.Mrca
{30.5p71-7530.F=: (305}577-1531 REV.NO 0000 rrox arrF Rev.Ar- arm tirmu �� DRgWING No
E6 0006719
ALTER A. T7LLi an rr-2za ai/24/rs s
W7T Jr. AE SHEET 5 OF 5
d �� 1i7sii:$ ysv FLORIDA Lic. j 1 2 4