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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
_._......_....._.. -- —-..._......._...---._._..._—._._.....__...—_...._..----- ........---.......- -....._...._.....— -
11969.1 0.030"Thick Galvanized Bertha Steel Corrugated galvanized steel storm panels retained or not by
Storm Panels(2.25"Deep: HVHZ- tracks to provide hurricane protection.
Drawing Number 17-099
....................._....__...---.._._........_.- ---- .............. ------.—_...._......._.........—.—! _..._... ....._ _._....._......- ----...-- --- --
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes I FL11969 R4 II EASTERN METAL SUPPLY,INC. DRAWING
Approved for use outside HVHZ:Yes 17-099 0.030 THICK GALVANIZED BERTHA STELL STORM
Impact Resistant:Yes PANEL.PDF
Design Pressure: N/A Verified By: American Test Lab of South Florida Inc.
Other: Large Missile.Max.span is 8'-6"for+60,-70 p.s.f. Created by Independent Third Party:Yes
ASD for panels mounted per sections number 1 thru 5 and 8. Evaluation Reports
See sheet 4 of installation drawing for other spans and FL11969 R4 AE EASTERN METAL SUPPLY,INC. DRAWING
pressures. 17-099 PRODUCT OF EVALUATION REPORT.PDF
Created by Independent Third Party:Yes
Z1111969.2 0.050"Bertha Aluminum Storm Panel i Corrugated aluminum storm panels retained or not by tracks to
9:6 9:�2 0.050'Bertha Aluminum Storm Panel
HVHZ-Drawing Number 17-100 I provide hurricane protection.
Limits of UseInstallation InstrEAuctions
Approved for use in HVHZ Ye FLi1969 R4 II STERN METAL SUPPLY,INC DRAWING
Approved for usee HVHZ:Yes 17-100 0.050 BERTHA ALUMINUM STORM PANEL.PDF
Impact Resistan :Yes Verified By:American Test Lab of South Florida Inc.
Design Pressure: I Created by Independent Third Party:Yes
Other: Large Missile.Max.span is 10'-0"for+62,-73.3 p.s.f. Evaluation Reports
ASD and for mountings number 2,6, 7 and 8.See sheet 9 of ( FL11969 R4 AE EASTERN METAL SUPPLY,INC DRAWING
installation drawing for other spans and pressures. 17-100 PRODUCT OF EVALUATION REPORT.PDF
I Created by Independent Third Party:Yes
Baric Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Convriaht 2007-2013 State of Florida.::Privacy Statement::A ibility Stat m nt::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 T they have one.The emails provided
maybe 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 Card.
Safe
GENERAL NOiFS:
1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(OED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH NOTES:
THE 2017(6th EDITION)OF THE RORwA BU/LplN6 CODE.
B.I)MINIMUM EMBEDMENT OF TAPCON ELCO PANELMATE, CF TAP-GRIP AND CRETE-FLEX S54 ANCHORS INTO CONCRETE
BLOCK UNIT SHALL BE 1 114 1 318'FOR ZAMAC NAILIN ANCHORS.
DESIGN WIND LOADS SHALL BE DETER44INED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, 8.2)718-CALK-IN ANCHORS SHALL BE EN77RELY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO STUCCO
FOR A tY7ND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND
FOR A DIRECTIONALITY FACTOR Kd<0.85. USING ASCE 7-7D FOR INSTALLATIONS UNDER 2017 FSC AND SHALL SHALL BE PERMITTED. 114-0-20 SCREW USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO EXIST AND 1-
NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 771RU 15. MINIMUM FOR WALLS WIN NO STUCCO.
IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.J)MlN1MU1J EMBEDMENT OF 11410 x 314'ALL POINTS SOLID-SET ANCHORS SHALL BE 718'INTO THE CONCRETE BLOCK.
SHALL BE FIRST REDUCED TO A.S.O. DESIGN WLND LOADS BY MULTIPLYING THEW BY 0.6 W ORDER TO ND EMBEDMENT INTO STUCCO SHALL BE PERMITTED. (14'0-20 S.S. AACHINE\SC.REW USED SHALL BE 1 112"LONG
TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RA17NOS INDICATED ON SHEETS 9 THRU 15. MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO.
N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.AS TESTED WERE NOT OVER STRESSED,A JJs INCREASE IN 8.4)IN C45E THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL„ANCHORS SHALL BE
ALLOWABLE STRESS FOR WIND LOADS WAS frs2d'.USED IN THEIR ANALYSIS:A DURATION FACTOR CD-1.60 WAS USED FOR LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES
VERIFICATION OF FASTENERS IN WOOD: IN B.I)AND 8.2)ABOVE.
STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFtEO-IN ACCORDANCE WITH SECTION 1626 OF THE (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFiC477ONS OF THE ANCHOR'S
ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS i' 1022.01-96,f 0221:01-01 AND 1 0616.02-05, PER MANUFACTURER.
PROTOCOLS TAS-201, TAS-202 AND IAS-203.
2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-1432 OR J0O4-HJ4 ALLOY. 7,PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION$ 1 THRU 16(SItEET 3& 7
OF 15)EXCEPT THAT HEADERS Z 3&4 SHALL N07 BE USED.
J.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063"T6 ALLOY& TEMPER UNLESS OTHERWISE NOTED.
8.17 SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR 7X7 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER t5 70 8E
4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 376 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TD INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
SDOt8 W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W1 FLORIDA 81)"DWO CODE SEC77ON BWLOINGSS,
2411.3.3.4. 9• THE INSTALLATION CONTRACTOR IS TO SEALICAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
5. BOLTS TO BE ASTM A-J07 GALVANIZED STEEL OR AtSi 304 SERIES STAWL£SS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. THE BUXDTNG TO PREVENT 14INDIRAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH.
10. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DR44ING PLUS ANY BUILDING AND ZONING REGULATIONS
6.ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLESS OTHERWISE NOTED)- PROVIDED BY THE JURISDIC770M WHERE PERMIT 15 APPLIED 10.
(A) TO EXIST/NC POURED CONCRETE: 11. (0)THIS PRODUCT EVALUATION DOCUMENT(RED.)PREPARED BY THIS ENGINEER 15 GENERIC AND DOES Nor PROVIDE INFORMATION
- 114'0 TAPCON ANCHORS AS MANUFACTURED BY LT.W, BUILDER. (REGUfAR OR 410 SS) FOR A SITE SPECIFIC PROJECT, ie. WHERE THE SITE CONDITIONS DEVATE FROM THE P.E.D.
- 114'0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
1 4'0 CF TAP--GRIP ANCHORS BERTNA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION, jb)CONTRACTOR TO S£ THIS R518L£fOft THE SELECTIONS NOT E AND JNOM THE C INCLUDING LIFE SriFE7}"OF Tii75
- / ( PRODUCT BASED ON THIS P.E.D. PROVIDED TIE/SHE DOES NOT OEVATE FROM THE CON01TI01v5 D£1'AILEO ON
- 114'0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTFNERS INC THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESP014SIBILITY.
- 114'0 x 718”CALK-IN ANCHORS OR ELCO male&fe—le 'PAURMATE'AS MANUFACTURED
BY POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS RESPECTivay. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOD/nED.
- 114'0 x J14'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY.
(d)Sl17F SPECIFIC PROJECTS SCALL BE PREPARED BY A FLOR/pA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
NOTES, BECOME THE ENGINEER OF RECORD(EO.R)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE`FOR THE PROPER
A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS OR CRETE-FLEX SS4 IS 1 314 USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE R.E.D. ENGINEER, SHALL SUBMIT TO
FOR ZAMAC NAILIN ANCHORS IS 1318 FOR ELCO PANELMATE ANCHORS IS 1 314'; THIS LATTER THE SITE SPECIFIC DRAW/NGS FOR REVIEW
AND FOR CF TAP-GRIP ANCHORS IS t t/4"
(e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL A1f0 SIGNATURE OF THE PROFESSIONAL ENG/NEER OF RECORD
A2)718"CALK-IN ANCIfORS SHALL BE FN77RELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO THAT PREPARED IT
SHALL SE PERMITTED, 114-0-20 SCREWS USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO EXIST,AND 1 12• SHUTTER AANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH
MINIMUM FOR WALLS NTH NO STUCCO. SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL 8E PLACED FOR EVERY OPENING.LASELINC TO COMPLY AY7TH
SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE.
A3)MINIMUM EMBEDMENT OF 71410 x 314'ALL POINTS SOLID-SET ANCHORS SHALL BE 718"INTO THE POURED CONCRETE.
NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 114'0-20 S.&MACHINE SCREW USED SHALL BE 1 712'LONG
MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO.
A.4)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 THIS DRAWING SHALL ONLY BE USED TO
kINDICATED ON NOTES A.1)&A2)ABOVE 4111,Id~ fr %//. OBTAIN PERMITS IN THE STATE OF FLORIDA
(8)TO EXISTING CONCRETE BLOCK WALL: MA Atm ~ C �Lrf yl
114'0 TAPCON ANCHORS AS MANUFACTURED BY tJ.W BUiLDEX. (REGULAR OR 410 S.S.) M •'•,">.rr✓
114'0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. y9� 'M1�•', +r FLORIDA BUILDING CODE �Hlgh VBIOCI(y NttFFtCOOC Zone)
114'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. a1 •••�,fL�.7 d i -2017 PLTECq nv¢ 0.050 BERTHA ALUMINUM STORM PANEL La
114'0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS,INC. 7YY 's p (2,25"DEEP) DAA1Arl 8Y.
714'0 x 716"CALK-IN ANCHORS OR ELCO mole&female 'PANELMA26-AS MANUFACTURED
BY POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. EASTERN METAf. SUPPLY, INC 07D,'Tc..t7
114'0 r J14'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, &OLT&SPECIALTY COMPANY. ' � - i L �.
44 4268 NEST ROADS ORfVV
,t- TILUIT TESTING&ENOINE£RfNO COMPANY t4E51 PALM BEACH,R.J3407
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02017 HLNCO.INC. 0.050"BERTHA ALUMINUM STORM PANEL t.c.
(2.25"DEEP) MWN 8P
� 07/16/17EASTERN METAL SUPPLY, INCSECTION A-A IL ECO
1268 Ai ROADS
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nLLlT TESTING&ENGJNCERING COMPANY W67 PALM BEACH,FL JJ107
SCALE 118"= 1" A1' Feu.:61( A+,l-Itip.�rw (bSJair-IJii�lff PHONE,(561)5JJ-6061•fAx:(561)568-1780 17-100
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CONCRETE ANCHORS CONCRETE ANCHORS
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BLOCK WALL BLOCK NAI.! W /. BLOCK WALL w �J ! I BLOCK WALL W
REQUIRED —" REOtFREO i REDliIRED 1 REOUIREO
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/T CONCRETE ANCNORS- /
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(SEE SCHEDULE)
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WALL MOUNTING INSTALLATION
SECTION®ANCHOR BUILD OUT JNSTALLATlON BUILD OUT INSTALLATION
SECTION 2 SCALE:J/8'- I'
SECTIO)+! 3 SCALE:3/8`- T" SECTION 4 Scj0jlj/&47'
I E.D. EDGE DISTANCE
POURE&I / � (SEE SGHfOULE ON ,
p CONCRETE , 738"r 3/3?' SN£E15 t0& it)
OR CONCRETEBLOCK ,,ALL µ9N;,'NUT B
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REQUIRED �Y AUC 4y 15 ,7v'r tA,�"..'�4
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j NOTE FOR COWNANUN OF SECTIONS: FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
9.c-t. WALL UOUNTlNC SECTIONS CAN BE ra20v MTECD.INC. 0.050"BERTHA ALUMINUM STORM PANEL ac.
COUbIN'ED IN ANY{LAY TO SUN ANY INSTAL(AnON. 2.25"DEEP) ORnPr+Rr
SECTION a STUD 07126/17
WALL MOUNTING INSTALLATION IL E C Q iwc. EASTERN METAL SUPPLY, INC DATE:
/ 4258 NEST FOVS ORM
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WALL AfOUNRNG WSTALLARON-SECTION 2 TOP WALTER A 77L 1 44ill 67 q»m-on MA, f SHEET 3 OF 15
(TOP) FLOR/dl Lin,/14167
CALK-IN OR ALL POINT SOLID-SET '
I0 Cont. CONLRfff ANCHORS 1---E.D. CONCRETE ANCH�FE CPA MATE OR LF TAP-GRIP
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(SEE SCHEDULE) O' I2.O.C.
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7' c i REQUIRED EO. CO. REQUIRED I• I. 1. I
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a 12.O.C (SEE SCHEDULE) 0R ELCO
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(SEE SCHEDULE)
/
BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNT/NG WALL MOUNTING INSTALLATION D. M.
- SECTION 5 SCALE:3/6-- _INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 - S CTION 8 +T„t,,.r.., E:J
SCALE:3/e•a 1• SCALE:3/8”- I" ,11 ��••- ,j1�j.
x,,00,'�• 0,441
E.D. a EDGEDISTANCE
(Sff SCHEDULE ON '
SHEETS IO& 1I OF 15)
NOTE FOR COMBINATION OF SECTIONS: FLORIDA BUILDING CODE (High Velocify Hurricane Zone,'
HALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE 02017 MIECO.INC. 0.050' BERTHA ALUMINUM STORM PANEL LC,
COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (2.25•DEEP) D.RAI.Rr
.
:Tl E C 0,...
EASTERN METAL SUPPLY, INC °'DATE.
TILLIr TESTING&ENGINEERING COMPANY ----BEST ROADS DRA'E
Wf! .JeR 1 1m.'a1 ww:x'A�6 n.vrec BEST PAW BEACH,FL 33407 17-I00
pm)e)1-a. FHOh'R(S61)5JJ-6061,FAX:(56/)586-4780
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FLORIDA Lie./14167 n SHEET f OF IS
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WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL .MOUNTING INSTALLATION CEILING & FLOOR .MOUNTING
SECTION 9 SECTION 10 SECTION 11 INSTALLATION SECTION 12
SCALE c 3/8". f" SCALE i 3/8'- f" SCALE:3/8'- I" SCALE:J/8'- I"
S1L'iT�fFKtaxgsr)ar,,�+®
E:.VI - EDGE DISTANCE ti p{ g FLORIDA BUILDING CODE (High Velocity Hurricane Zone
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HEAD MACHINE SCREW{V/LENG}7t -
NOTE MR COMBIM477011 OF SECTIONS: AS PER NOTES A.:2&82(SHEET t) y,'}, "'� oT/z6/rT
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ti FLORIDA BUILDING CODE (High VeIOcif Hu one Zone)
SECTION 13 (SEE SCIIIF& ' 47t7 e2Gr7 RLT£CA LNC, 0.050"BERTHA ALUMINUM STORM PANELSHEETS t0 LN a NO.°4H t
SCALE:3Je`a 1` ' (2.25"DEEP) GpAlSN&Y:
NOTE FOR COUSINA77ON OF sfcrONs: c EASTERN METAL SUPPLY, INC 07w2TEt7
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DETAIL 2 - INSTALLATION OF 114'x1" FLOOR/CEILANG MOUNTING SECTIONS CAN BE
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ALTSFLORIDA Lk./44167 SHEET 7 DF 15
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CONCRETE ANCHORS (SEE SCHEDULE) ' 3"
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.INTERIORLY REMOVABLE STORM PANEL
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FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
NO.44167 02017 raTEco.INC 0.050"BERTHA ALUMINUM STORM PANEL L.C.
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END
END CLOSURES DETAILS ,1�",kt'TEAq'P.,p
IIC�r�;•.•���A
FLORIDA BUILDING CODE (High Veloclly Hurricane Zone)
02017 RLTEC'O,wC. 0:050"BERTHA ALUMINUM STORM PANEL L.C.
a (2.25"DEEP) DRAWN BY
TIL rECO,wc. EASTERN METAL SUPPLY, INC °'o;;F1'
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AlAM UM•ASR DESIGN E SSURF RA NG Out) AAO CORRESPOffiING MAMM[rs AntG'tiOR
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BN/A N/A NIA 4' N/A 8" N/A 11/A NIA 5' 1 N/A J 1/2" 11A N/A NIA N/A N/A !(TOP) E. D. EDGE DISTANCE
12' 4' NIA NIA 10' 1 1/2' 12' 7" N/A NIA 12' 6' I1' 8' 11' 7 I/7' N/A N/A !(BOTTOM)
IS, NIA NIA N/A TO, NIA /2' f/A NIA N/A 17' NIA 11' NIA N/A N/A N/A AIA 2(TOP)
12' 4" NIA NIA !0" 7112- 17' 7' NIA N/A 12' 6" !1' 8' /7' / (BOROM Z A N 7 II1' N A
/ )
12' N/A N/A NIA 10' N/A 12' NIA NIA N/A 12' N/A 11' NIA N/A NIA N/A NIA !(TOP)
12' 4' NIA NIA ID' 7 1/2' 12' 7" NIA NIA 12' 6' 11' 8' 12' 7 '!1
/ N/A NIA J(BOTTOM) ANCHORS LEF•END
IT IIIA NIA NIA IO' IIIA 12' NIA NIA NIA 12' NIA if" N/A NIA NIA NIA NIA I(IOP) Alin.
ANCHOR TYPE ANCHOR
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ZREE RBUNC JO'
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/ N/A N/A 5(BOJION) GLK-!1l 2.5'
8 1/2' fJ/A 12' NIA 5 IIT' !%A 7 1/2' NIA NIA NIA B 1/2' f A II 1
!/ /2' N/A 11' N/A 9 f/1" !!/A 6(TOP) 50!!0-SET J.5"
It 1/2' N/A 11' NIA 5 1/7' NIA 7 I/2" NIA 10 1/2' NIA B 1/2' NIA It I/2- N/A 11' NIA 9 1/7' NIA 6(BOTTOM) CRETE FLEX 554 6.0-
465.5,-6l.5 7 1/7" N/A 11 I/Z" N/A S- ll/A Y N/A IO r/T" !/A )- NIA 10 I/7' NIA 10' NIA B 1/7' N/A ](lOP/6OITON) 9'-0-OR LGS REGULAR&110.55 fAPLON/N BLOCK f.O'
N/A NIA NIA NIA N/A NIA 12' 7' 12' l2' 12' 6' 6' 6' IT" !2' N/A N/A B(lor/Bonoll) RErUUF&41O.SS FAPCON/TI L:ONLRf1E ,7;p• '
12' NIA 12' NIA NIA N/A 12' IIIA NIA NIA NIA NIA 12' N/A 17' N/A 17' I/A 9(TOP)
12' 4" 12% 10 N/A 1/A 12' 9' NIA MIA NIA NIA 12' 8' 12• 7 1/2' 12' 6" g(BOTTOM)
J//A NIA N%A 1!/A N/A NIA T7• 6' 12' IT' IIIA NIA 12' 8' 17' 6- NIA N/A I/ TOP(OTfOb
11" 4" 11" 10' N/A I!,/A 12' 9' N/A N/A N/A NIA 12- B' 12' 7 I/7- 12' 6' 10(8OTTO6)
NIA N/A N/A NIA NIA NIA NIA f!/A NIA NIA N/A NIA !T' 9- NIA NIA NA NIA 1J(top)
NIA N/A N/A N/A NIA NIA f!!/A NIA N/A NIA N/A NIA 12' 8' fJ/A NIA N/A NIA IJ(8OTTOV)
12' N/A 12' NIA N/A N/A I7" NIA !/A NIA NA NIA 12" NIA 12' NIA 17' NIA 14(IOPI
M" I" 12' !0 NIA N/A 12' 9' !!IA f/A NIA N/A I2• 8 12' 7 1/2' 12' 6' 1.(BOTTOM)
12' N/A 17' ]' NIA NIA 11' 6 I/2' N/A NIA N/A NIA 12- 6' 12' S 1/2' 12' 4' 14R(BOTTOM)
11 112' N/A )2' NIA NIA NIA IT' NIA NIA NIA NIA NIA 12" N/A 12' NIA 12' !!/A 12(TOP)
8 1/2' NIA 12' NIA NIA N/A ]I/2 1J/A 10 f/2• 1!/A NIA N/A 11 1/2' N/A 11' N/A 9 1/2- NIA IZ
/ (Bonpu)
It //2' NIA 11' N/A NIA NIA 12" NIA NIA N/A IIIA NIA 12' f!/A 12' NIA 12' NIA 15(Tor)
8 r/2' N/A 12' NIA NIA MIA 7 1/2' fJ/A IIIA N/A I1/A NIA 11 I/2' NIA 11' INIANIA
1/2" NIA 151(BOROM)
N/A N/A NIA II/A N/A N/A NIA N/A NIA f/A N/A NIA !' N/A J' J" N/A 15B(BOTTOM)
11 l%2' NIA 12' N/A N/A N/A 12" 1!/A N/A N/A NIA N/A 12' NIA 17' 1" N/A fb(TW)
8 1/2" N/A IZ' NIA NIA NIA 7 1/2' NIA NIA N/A NI NIA It 1/2' N/A 11' 117' NIA IW(BOTTOM)
J " NIA N/A. NIA N/A N/A J' IIIA !!/A, !I/A N/A N/A 4' NIA I' 4' NIA 168(BOTTOM)
NIA N/A 6' IIIA 6- !J/A N/A NIA 6' N/A 6' N/A N/.4 A N/A 2(TOP)
6' }• N/A N/A 6' 6' 6' 6' 1!/A N/A 6' S' 6' 6' N/A A N/A T(6OITONJ
165.0.-65.0 6' N/A N/A NIA I/2' NIA 6' IJIA N/A N/A 6' fJ/A 5 I/Z' N/A N/A A N/A 6(TCP) 91_0"to 10'-0'
6" ,N/A N/A N/A 1 I/2' N/A 6' N/A 9 1/T- ASA 6" N/A 5 1/2• N/A N/A /A N/A 6(8OTPoxiJ
6" N/A N/A !!/A 4' N/A fi' NIA 9 I/7' N/A 6' NIA 4 J/T• NIA N/A A ISA 7(TOP/BOROU)
fI/A fl/A N/A NIA N/A IIIA 6' 6' IZ' I1' 6" 5' 6' 3' N/A A N/A 8(TOP/BOTiO1Q
TJ;Tr -1 _
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REDUCE ANCHOR SPACI/!C BY AfULRPLYJfIC SPACING SHOWN ON SCHEDULE BY THE FOLLOWNG FACTORS umf1 D 70 5*-4
(NOTE'Min.E D.FOR.CALK-IN ANCHORS IS 2 1 1 ..... /''�•"g
FOR DI's OPERATION TO BE FOSIBLE REDUCED_PACING OBTAINED USING FACTOR SHALL NOT EE' +�A � CNL� `$
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6` NIA N/A N/A J" N1A 6" NIA NIA NAA J)12' NIA 2 112' N/A N/A NIA NIA NAA t(TOP)
12" 4' NIA NAA 10" 6' 12" 6' NAA NAA 12 4` 9 1/2' 7' NAA MAA NAA NAA 1(BOTTOM)
12' NAA N/A NAA t0' N/A 12' N/A NAA NIA 12` NAR 9 112' NAA NAA NAA NAA NAA 2(TOP)
12" 44 NAA NIA 10" 6" 12" - 6" NAA It1A 12' 4' 9 112' 7" NIA NIA NIA NAA 2(BOTTOM)
12" A04 NIA NIA 1O- NIA 12" NIA NIA IIIA 12" NAA 9 1/1' N/A NIA N/A N/A N/A J(TOP)
12" 4' NAA N/A H' 6' 12" 6' N/A NAA r2" 4" 9 112• 1 7" NIA NAA MIA N/A J(BOTTOM)
+65.0, -77.0 12` NAA NAA N/A t0" NAA 12" AJAR NIA MIA 12' NIA 9 7/2' NIA N/A NIA NAA NAA 4(TOP) 9'-0'OR LESS
12" 4" NIA NIA 8" 6" 12' 6' NAA IIIA 12" 4" 9 112" 7' NIA N/A NIA NIA 4(BOTTOM)
12" NIA NIA NAA B' NAA 12" 141A NIA N/A I2" NIA 9 112• NIA NIA NIA NAA NIA S(TOP)
12' NIA NAA NIA 7` 5" 12" 5` NAA NIA 10' 4' 7 117' 4" NAA NIA NIA MIA 5(60TWAO
7' NIA NAA NIA 4 1/2" )41A NIA N/A 7• NIA 5" NAA NAA NIA N/A N/A 6(TOP)
7" N/A N/.1 NAA 4 II2" N/A 6' NIA9' 71jA 7" NAA I NAA NIA NIA NIA NIA 6(BOTTOM)
6' N/A NAA NAA 4' NAA 5 112 N/A 9" NIA 6' NAA 4 112' NAA N/A NIA MAA NAA 7(TOP/BOTIOM).
NjA N/A NIA NIA NAA NIA 12' 6` 12' to. 12" 4" 6- 4" NAA NIA NAA NIA 8(WRI80TTOM)
6 112' NIA 12" NAA N/A NIR 6" NIA 9 112 N/A NAA NIA 9" NIA 9' NIR 7 1/2" NIA 7(TOPIBOTTOM)
+65.0, -720 NIA WA NIA NIA NIA NAA 12" 6' 12" 1t" NIA NIA 12" 6' 12" 6. NAA N/A I1(top) 9'-O"OR LESS
IV 4" f2- 9' N/A N/A 12• 8' 12" Jf" N/A NAA 12" 7' 12" 6 1/2' 12" S' !1(BOTTOM)
6` NIA N/A MIA 6' NIA S" 141A 12' t0- 6" NIA 6' NAA NIA N/q N/A N/A 2(TOP)
6" NIA NIA NIA 6" 5 112- 6' 5- NIA NIA 6" 4' 6' 6' NIA N/A N1A NIA 2(BOTTO.M)
6' NIA NAA NIA 4' rJ/A 6" NIA NAA NIA 6' NIA S' N/A N/A NIA NIA IIIA 6(top)
+62.0,-7J.J 6- NIA NAA NIA 4" N/A 6` N/A 8• NIA 6" N/p 5' NIA IJIA N/A N/A NIA 6(Ror70M) 9'-0'TO 10'-0'
6` NIA 14/A NIA _ 3' NIA 6' NIA 6' N/A 5 J/2' NIA 4' NIA NIA NIA NIA NIA 7(TOP/80770M)
NIA N/A NIA NIA NIA NAA 6' S" 12` 10' 6" t" 6' NIA NAA NIA B(TVP/BOT70M) ' 44Jy4t4�FENa�73r,4 yr
NIA NIA NIA N/A N/A NIA NIA NIA 12' 10" N/A NIA NIA N/A I toP(top)OM y,4t1114
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J• - :66 .79 .7e 1 coo CRETE FZ"s54 6.0 0200 TIL1€C0.INC, 0.050' BERTHA ALUMINUM STORM PANEL L.C.
2 t/2• _ .71 .50 - .80 REGULAR tr 47D s.S TAPCON IN BLOCK 4.0' (2.25"BEEP 07126DRAWN eY:
.50 - - - RE6UUR#410 S5. TAPCON W CONCRETE JA" EASTERN METAL SUPPLY, INC 07126/'7
�T ECO INC. 4269 REST ROWS GRAS DATE
TJLUT TESTING h ENGINEERING COMPANY WEST PAIAr BEACK FL.,7,7407 17-100
r 4.13 N:R.JSm.SR SAc S4;VAfJII4 C.IhTII'4 N.27/14 PHONE.(56r)533-6061,TAX(561)599-4780
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ALTERNATIVE 2 ALTER&T-1ZE 6 ALTERNATI.
SLY SpQOUIE IVR i1 WALL MOUNTING INSTALLATIONS sl
SECTIONS A SCALE: 1/4'- I'
V
IS 4-0-20 S.S.- NOTE FOR C01,181AATION OF SECTIONS:
W/
I
71810 11.12' WALL MOUNTING SECTIONS CAN BE COMBINEDWNG Pur IN ANY WAY TO SU17 ANY INSTALLATION INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS
O 12-O.C.
7 %
6 C..L FLORIDA BUILDING CODE (High Velocffy Hurricane Zone)
02017 IXTECO,ANC 0.050"BER77-IA ALUMINUM STORY PANEL Lc
to
(2.25"DEEP)
7. INSTALLATIONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RMNG
DRAWN BY:
1 4-PLATE �114.0 1 LAG SCREWS UP TO+65,0, -72.0 p.f AND PANEL'S LENGTHS UP TO 9'-0", EXCEPT AS NOTED.
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4289%f5T ROADS OR"
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—I`-"I—(=r 1. 4780 17-100
--m PHONE,(56I)5M-MAI.I",-
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CEILING & FLOOR MOUNTING INSTALLATIONS WALL MOUNTING INSTALLATION
SCALE: 1/4^ t' SCALE:. 1/4'= 1'
NOTE FOR COUSIM00N OF SECTIONS:
WAGL%FLOOR/GE(LING Y TO SUIT
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1 `�� zan m7Fc0 INC. 0.050"BERTHA ALUMINUM STORM PANEL L.c.
1. INSTALLATIONS ARE ONLY VALID FOR AS.D. DESIGN PRESSURE RATING o 14{�,4°t 167 ,° � (2.25' DEEP ORAni Or.
UP TO +65.0, -72.0 Ps(AND PANELS LE14GTHS UP TO 9•-0' EXCEPT AS NOT£O. x 1 —
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2. rOR NEW WOOD FRAME CONSTRUC770H WOOD MEMBERS TO DE SOUTHERN � " I L E C V INC. s D"TE'
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1Z;1%;'1-,LcO-@ 4 112'O.0 TO SECTION 2909 or THE 3/32-WING NUT
FLOORCEILING & ExwwC PLYWOOD SOUTH FL.BUILDING COVE. 0 f2"0.C, WALL MOUNTING INSTALLATIONS
MOUNTINGN$T I
- ALLATIONS ALTERNATIVE I -SECTIONS I *VALID FOR Max. +63.5, -63.5 Ps/.
SCALE-T/4' VALID FOR Idox. +615, -63.5 pst SCALE: 114"= 1' A.S.D. DESIGN PRESSURE RATING.
A.S.D. DESIGN PRESSURE WING.
BUILD-DUI" INS-LALLA tONINSTALLATIONS VALID FOR PANELS(j)--USED JOINTLY
mox FOR comBiNATioN OF swnoNs SCALE: t14'- I' WITH INTERIMY REMOVABLE PANELS �1
MALIa 'ILOOR/ ING AfOUNTIAr"SEC17ONS CAN BE
CL
CO'tj INW it,ANY WAY To suir ANY imsTALLATtOm. INSTALLATION DETAILS ON EX1&rffifa2—W00Q BUILDINGS
FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
as Ws2017 MtEM IMM 01050"BERTHA ALUMINUM STORM PANEL L,C,
.
NOTES: 44 (2.25'DEEP) OWMI Be
1. INSTALLATIONS ARE ONLY VALID FOR A.S;D. DESIGN PRESSURE RATING 071Z6117
Up To+65.0, -72.0 p.f AND PANELS LENGTHS UP TO 9'-0', EXCEPT'AS NOTED- EASTERN METAL SUPPLY, INC DATE,
IL ECO�H
2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MENWERS TO RE SOUTHERN 4265 WEST ROADS ORNE
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