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a. FL# FL11968-R4
Application Type Revision V
Code Version A Il
Application Status Approved tv O b
Comments
Archived + o'0y„
Product Manufacturer Eastern
Address/Phone/Email 4268 Westroads Drive
West Palm Beach, FL 33407
(800)432-2204
Irodriguez@easternmetal.com
Authorized Signature Bill Feeley
Irodriguez@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category (:::Sh�ut�tersSubcategory torm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensee, Florida
Professional Engineer
3 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr.
Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020 j
Validated By John Henry Kampmann Jr.
Validation Checklist-Hardcopy Received
Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-098
CERTIFICATION OF INDEPENDENCE.PDF 11
FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-1
095 CERTICATION OF INDEPENDENCE.PDF
FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-096
CERTIFICATION OF INDEPENDENCE.PDF 11
FL11968 R4 COI EASTERN METAL SUPPLY2c INC. DRAWING 17-
094 CERTIFICATION OF INDEPENDENCE.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E330 2002
SSTD12-99 1999
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL11968 R4 Equiv EASTERN METAL SUPPLY,INC. DRAWING 17-
I
095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF
FL11968 R4 Equiv EASTERN METAL SUPPLY,INC. DRAWING 17-
098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996.13DF
FL11968 R4 Equiv EASTERN METAL SUPPLY,INC DRAWING 17-
096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF
FL11968 R4 Equiv EASTERN METAL SUPPLY2c INC. DRAWING 17-094
LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.pdf
Sections from the Code
I
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
Model,Number or Name Description
11968.1 0.040"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to
(2.25" Deep)-Non-HVHZ-Drawing provide hurricane protection.
Number 17-094
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY2c INC. DRAWING
Approved for use pijaWe HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL. df
Impact Resists a Verified By: American Test Lab of South Florida Inc.
Design Pressure. Created by Independent Third Party: Yes
Other: Large Missile. Max.span is 12'-0"for+25,-25 p.s.f. Evaluation Reports
and 4'-0"for+125,-130 p.s.f. for sections 1, 3,4,6,7,8,8A, FL11968 R4 AE EASTERN METAL SUPPLY2c INC. DRAWING
9 and 11.See sheet 10 of installation drawing for other spans 17-094 PRODUCT EVALUATION REPORT.pdf
and pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party:Yes
ASTM E-1996.
11968.2 0.050" Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to
(2.25" Deep)-Non-HVHZ- Drawing provide hurricane protection.
Number 17-096
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING 17-
Approved for use outside HVHZ:Yes 096 0.050 BERTHA ALUMINUM STORN 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 12'-11"for+30,-30 p.s.f. Evaluation Reports
and 8'-2"for+75,-80 p.s.f.for mountings without"h" header. FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING
See sheet 5 of installation drawing for other spans and 17-096 PRODUCT OF EVALUATION REPORT.PDF
pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party:Yes
ASTM E-1996.
11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or,not by
Storm Panel (2.25" Deep)- Non- tracks to provide hurricane protection.
HVHZ-Drawing Number 17-095
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING 17-
Approved for use outside HVHZ:Yes 095 24 GAGE GALVANIZE BERTHA STEEL 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 9'-8"for+30,-40 p.s.f. and Evaluation Reports
7'-2"for+70,.-80 p.s.f. for panels mounted without"H"header. FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING 17-
See sheet 4 of installation drawing for other spans and 095 PRODUCT EVALUATION REPORT.PDF
pressures.Valid only for wind zones 1,2&3 as defined by ASTM Created by Independent Third Party:Yes
E-1996.
11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by
Drawing Number 17-098 tracks to provide hurricane protection.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING 17-
Approved for use outside HVHZ:Yes 098 CLEAR BERTHA STORM PANEL 2.25.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 10'-0"for+28, -28 p.s.f. Evaluation Reports
A.S.D. and 4'-0"for+105,-110 p.s.f.A.S.D desgin load. See FLI1968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING 17-
I
i
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- -------- -- - - -
��Rat _JJOTFS: I
7. STORM"PANEL-SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(RE:D.)HAS 8EEN VERtF3£D FOR COMPUANCF IN NOTES.
ACCORDANCE WITH THF 2017'(63h EDITION) OF THE.FLORIDA BUILDING COD£. TFILS STORM PANEL SHALL H£•INSTALLED AT 8.1)MINIMUM EMBEDMENT OF TAPCON AND FLCO'PANfLMATE ANCHORS INTO CONCRETEBC'OOIf
UNIT SFIALL BE } 114"
HIGH MOCITY HURRICANE.ZONES(WMI-OADE J',8ROWARD COUNTIES).
DESIGN.WIND LOADS SHALL BE DETERMINED A$PER SECTION 1609+ OF THE ABOVE MENI4ONED CODE,. B2)7/4 CALK-IN,ANCHORS SHALL 8E EN77R£!Y EMBEDDED INTO TRE'CONCRETE BLOCK balk NO EMBEDMENT INTO
FOR A-WIND SPEED AS REQUIRED,BY THE JURISOIOTION WHERE THESE SHUTTERS WILL BE INSTALLED,AND STUCCO SHALL BE PERMITTED,115 0=2D SCREWS,USFO SHALL BE 1 1/2"LONG 2f1T�i1MUM,SHOULD STUCCO VdS7i
FOR�A DIREC776NAUTY FACTOR Kd-0.85.-USING ASCE 7-10 FOR INSTALLATIONS.UNDER 2077 FBC AND SHALL AND I-MINIMUM FOR WAILS WITH ND STUCCO.
NOT EXCEED TTiE'MAXTMUd1(ASA)DESIGNPRESSURE'RATINGS INDICATED DIV SHEETS A 10,TNT4 15.,
1N'ORDER TD VERIFY 7HE IABOVE CONDITION,:ULTIMATE DESIGN WIND LOADS DETERMINED PER`ASCE 7-10 B.3)MINIMUM EMBEDMENT OF J/4'0'x 3/4'ALL:POINTS SOUDrSET'ANCHORS SHALL BE 718"INTO THE CONCRETE
s*LL,BE FIRST REDUCED TO ASD__DE'a/GN,WIND LOADS BY MULnama THEM BY 0.6 IN ORDER:70 BLOCK NO E%i6EDMENT'kVTO STUCCO SHALL HE PERMIRED.. 714'6-20 SS MACHINE SCREW USED SK4U BE
70 COMPARE THESE W/MAX, (ASD) DESIGN PRESSURE RATINGS INDICA FED ON SHEETS,5, 10 THRU 15. 1 7/2'LONG MINIMUM .SHOULD STUCCO£X/57;AND f'MIN/MUM FOR;WALLS WITH NO'.STUCCO.
IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESS£!D,A Jig 8.4)IN CASE THAT PRECAST STONE OR PRECAST'CONCRETE,PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL
INCREASE.IN.ALLOWABLE STRESS FOR WIND LOADS WAS WL USED IN THEIR ANALYSIS..A DURATION FACTOR CD-1,60 WAS BE LONG ENOUGH.TO'REACH THE MAIN STRUCTURE BEFBA'D SUCH PANELS.ANCHORAGE',SHALL.BE AS)ND/CATED ON
USED.FOR VEffinCARON'OF FASTENERS IN WOOD._ NOTES IN B..1)�,AND B.2)4OVE,.
STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SEC17ON 1609.1.2
OF THE ABOVE.MENTTONED CODE AS PER ATL REPORTS-If 112801-00'AND 106io.024X AS PER,IMPACT TESTING EQUNALENT (C)ANCHORS'SHALL BE INSTALLED FOLLOYItNG ALL OF THE RECOWENDA77ONS AND SPECTFTCAroNS OF THEANCHORS
TO�.ASTM E-1996,STANDARD j ASTM£'330-02 STANDARD, LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1, 2&.3 AS "MANUFACTURER.
DEFINED BY ASTM E-1996 STANDARD..
7. PANELS MAY ALSO BE INSTALLED'HORIZONTALLY FOLLOWNG INSTAUA77ON DETAILS SHOWN ON SECTIONS I THRU 9 (SHEET 3-&
2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR,3004-H34.ALLOY. 5 OF 15)EXCEPT 7H4T HEAOERS 2, 3&"4 SHALL NOT BE USED.
3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOC147ION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. B,IT SHALL BE.THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE:SHUTTER IS TO
BEATTACHEDTO INSURE PROPER ANCHORAGE. THIS SHUTTER`SHALL.ONLY BE ATTACHED 70:CONCRE77 BLOCK'OR WOOD FRAME
4.ALL-SCREWS:TO BE STAINLESS STEEL 304 OR 316,AIS/SERIFS'DR C0RR0.51ON RESISTANT COATED CARBON STEEL AS PER BUILDINGS
pIN Som W1 SO ksl YIELD STRENGTq AND 9O ksT TENSILE STRENGTH&SHALL COMPLY W1 FLORIDA BUILDING CODE -.
' 9.-
SEC77_ON`241T.3.3.4: _ __ .. _ _ __ - - - - - 9-THE-INSTALLATION CONTRACTOR r5 TO.SFiiLTC4UIK-AUc SHUTTER COMPONENT EDGES WHICH R£MAIN7N CONTINUOUS CONTACT
WITH THE BUILDING TO PREVENT WINDIRAIN INTRUSION. CAULK AND SEAL SHUTTER TR40KS ALL AROUND FULL LENGTH.
" 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI J04 SERIES STAINLESS STEEL, WITH J5 ksi MINIMUM WELD STRENGTK
10. (o) THIS P.E.O. PREPARED 8Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC
6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) PROJECT,•'Le. WHERE THE STTE CONDITIONS DEVIATE FROM THE PER
(b)CONTRACTOR TD BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS
(A)TO FX/STNG POURED CONCRETE
714"6 TAPOUANCHORS AS MANUFACTURED 8Y LT.tV. BUlLOEX. PRODUCT, 84SED ON THIS P.E.D. PROVIDED HFISHE"DOES NOT"DCWATF FROM THE CONDITIONS DETAILED ON THIS
- 1/4'.o x 7/8'CALK-IN ANCHORS OR ELCO male.&female PANELMAW AS MANUFACTURED DOCUMENT. CONSTRUCTION SAFETYAT SITE IS THE CONTRACTORS`RESPONSIBiLI1Y..
BY POWER.FASTENERS, INC.AND acc CONSTRUCTION PRODUCTS, RESPECTIVELY. (c)`THIS'P:E.D. WILL BE CONSIDERED;INVALID IF ALTERED BY ANY ME4N5..
- 1/4-0 x 314"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS-SCREW, 'BOLT&.SPEC/ALTY COMPANY.
(d).SITE SPECIFIC PROJECTS:SHALL BE PREPARED BY A FLORIDA REGISTERED.ENGINEER OR ARCHITECT WHICH'WILL BECOME
NOTES THE ENGINEER OF RECORD(E0 R.)FOR THE PROJECT AND WHO WILL BE.RESPONSIBLE FOR,THE PROPER USE OF THE
A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON AND ELCO PANELVAIE ANCHORS 1S 7 J14� RED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER 7D THE F.C.D. ENGINEER, SHALL SUBMIT TO THIS LATTER
THE SITE SPECIFIC DRAWINGS'FOR REVIEW: ,
A.2) 716`CALK-IN ANCHORS SHAU BE EN77RELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO
STUCCO SHALL BE PERMITTED. 1/9'rf-20 SCREWY USED SFWtt BE i 1/2`LONG`MINIMUM SHOULD STUCCO£XIS( (e)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSION41.ENGINEER OF RECORD THAT
AND,1'MINIMUM FOR WALLS.WITH NO STUCCO. PREPARED IT.
A3)MINIMUM EMBEDMENT OF 1 4 0:z 314'ALL POINTS,$DUD-SET ANCHORS SMALL.BE- INTO THE POURED 1.1• SHUTTER.MANUFACTURERS LABEL SHALL:BE LOCATED ON A READILY✓SIBLE LOCATION AT STORM-PANEL IN ACCORDANCE WRH
1 SECTION 1709.9.3 OF FLORIDA BUILDING CODE_:ONE LABEL$HALL BE PLACED FOR EVERY OPENM_ '
CONCRETE NO EMBEDIdENr INTO STUCCO.SHALL BE PERMITTED. 114-6-20 SS MACHINE SCREW USED SHALL BE LABFUNG TO�COMPLY�WITH SECTION,1709.9;2 Or 7HE FLORIDA BUILDING CODE
1 112'LONG MINIMUM SHOULD STUCCO EXIST,AND f-MINIMUM FOR.,WALLS WITH NO STUCCO.
A4),IN GCSE THAT PRECAST STONE.PRECAST CONCRETE PANELS;OR PAVERS BE FOUND ON THE EXISUNG.WALL OR '
FLOOR,ANCHORS'SHALL BE LONG ENOUGH TO REACH THE MAIN.STRUCTURE BEHIND SUCH PANELS,ANCHORAGE
,SHALL BE AS INDICATED ON NOTES A1)&A.2)ABOVE.
(8).TO EXISTING:CONCRETE BLOCK WALL:
- 114'd TAPCON,ANCHORS AS MANUFACTURED 8Y A.T W. SU/LDIX
114.6 x 7%8'.CALK-rN ANCHORS OR ELCO mote&(emote PANELMATE'AS MANUFACTURED
BY POWER.FASTENERS INC.AND ELCO-GONSTRUCTTON PRODUCTS,RESPECTIVELY. ' - TH15 DRAWING SHALL ONLY_8E USED TO
IN THE
STATE-
114 6 x ALL POINTS'.SOUO-SET ANCHORS AS DISTRIBUTED BY ALL POIN75 SCREW, BOLT'&SPECIALTY COMPANY OBTAIN PERMIT
/ 1 " t�j4prrsai�i� S' 'STATE OF FLORIDA
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remote AWELMATE OR tem7x7o..PANEi.MA7E OR ¢£Q"meta/famafe.FANEtNA7E cont. SCREW.NFAD ANA W/7/B z
GQtK-1N✓xcHORS I .CALK-W ANCHORS `. 'OR G4Ut'IN';ANCI{ORS, 3/32'M NUT'4 12`.0.0.'
.(SEE SOHEDULE'FOR SPACING). ($EE S£FIEDUL£FOR'SPACGVG).� (SEE SCXE'AULE fOR-SPACBTC). .:
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CALK-/N,ANCHORS
, 'C770N 9 ANCHOR (SEF SGHEVUX FOR'SPACM)• Cont.
WALL MOUNTING INSTALLATION: WALL MOUNTING INSTALLATION
s SECTION ,ro"�`i `nI°''�/�-3 SECTION 3
SCALE:318 F
•- t• 4+! '� r�•., SCALE.: V/8*,- f'
,.a'W� UCS
No 44167
.Sga
E.P.- EDGE DISTANCE • :t:
SHE'[SEE SCHEDULE ON
4i ✓. - 7WNG NU7.4 ETS 10 OF
POURED
CONCRETE
oR coNCR�
'BLOCK•WAtt�
REOU/RED
FLORIDA BUILDING €ODE (Xan;Xtgh YetocJty HL�TrTaon. ZDno
9 cant. NDIf FOR GDMBwAnoN.OF sepnDNS; ®aoT�,ncrccd ux 0,044 BE'RTNA.ALUMINUM STORM PAN& Lr-
WALt/7100R/GEDUNO MOUNTING SECTIONS CAL+BE 2.2L DEEP) va,41W BY,
SECTION aST�,ID� COMBINED IN ANY WAY 1LT SU17 ANY'DNSTALLA770H. '
WALL, MOUNTING INSTALLATION TEASTERN. METAL SUPPLY, INC 07 ,-
��"
.. .. 111 EE C O 4268 OW ROWS ARNE —
7.LUF+Thv.p.E:STD>.aNskG,Tra-rSW.O.,NN . 31407.
(5GrSECTION 1 (561)841-1710
17-r#a
Fu:(Jafj9])-rlSf seer ,DTU G Np
SGL£':J/e'k !' EB-DMurT ,err -.an.• aasmr arc .
WALTER A T/LLF•✓%PE' ao rs-ou.... SHEET 1 OF 13
tEORA04 Lk:.' {4167 .
CALK!N,ALL PONT SOWR SET OR s;tji"P 20 s '
ELOO mBTaj(emdk;PANELMATE 7/6'0 2 - 5 W/0675 x 0,675
0-20 S/DEN'ALK BOLT OR jJ�WMG NUulISS,,O 12-OX, ALL POIM SOLD-SET SCREW NERD i'ND Wj'7j8'r7j32'
Wjfj4'0-20 lRt155HFAD-BOLT++ ! E'LCOmatoAamGe.PANELMATE onG .1YWG.NUT O 12'O.C. TAPCGNS,.EtCO moTaj
.(SEE SCHEDULE 1011 PAC?l1G) ,, I oOlRf CALK-IN ANCHORS // (etnrXk PAN£LAfAl'E OR /
(SEE SCHEDULE,FOR.SPACING) /. GALK-IN.M'ClIORS %//,y
(SEE SCHEDLRE FOR SPACINO).1
d
1 % ` POURED i {.
�POURED— ¢i {
CONCRETE
5 CONCRETE
REQUIRED ( REQUIRED f
REOU RED
jj
a
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I SERARg72QN TO, `�' .EXlSnNG GLASS
t E � i EXISTING CLASS
+ S.
i y t
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SEPARATION 7d -
IX/STlNO'GLA55 e !j4'.P= T
2Ds 2`SSM.S
W/-7,E a x /•JT� �.-: f G`
Iw o NUT O
i � �: ( •k 1 BDLrs w/7/Bo x
S/31'WING NUf O
I I tINiSN£O WN.L-; ( f2'0.O
(W/STUCCO)
/�W/ NIA 0,12-04. /
POURER ' >✓/�ktt i ///
d V{ I
OR.CONCRETE ETE t4
BLOCK WAIL I $� a t POURED
REOUlRER _ t OR CONCRETE '�+ /// l 1 OOHCO
T ,r. !"�' I BLOCK WALL % - _ ( I BLOCK
TAPCONS ALL POINT SOVD-SEF CRI' .--.. REQUIRED E ,1
REQUIRED --�
ELCO malee/lemole PANELMATf OR :' I I
CALK-IN ANCHORS "
(SEE.SCHEDULE FOR SPACING). L t
T- I
TAPCON5,£LCO
�- fomole PANELMAFE.OR
Con. CALK-IN ANCHORS TAPGDNS,ELGO mo/ej
(SEE SCHEDULE FAR SPACING). Temab PAE[1NTE OR
Cont. CALK-1N ANCHORS
(SEE SCHEDULE.MR:SPACING),
WALL YOWLING INSTALLATION
WALL tilOUNTt,�(G tNSTALLAT101tl BUILD,OUT JNSTALLATtON
scuE:a/6 =.1 SECTAO—Af 5 SCALE:
ON
SECT 4 N++a•'•"*s.� SECTION
E.A EDGE DISTANCE •'"*'e1�` �',
(SE£SCHEDULE ON
SHEE75 r0 or ts)
1 FLORIDA`BUILDING CODE (Non Nigh Velocity Hurricane Zane
E2517.nLTECO.Na0.040 -BERTHA' 4LUMlNUM STORM PANEL L
+ SS,, R••c q'Z! t, 2.26"DEEP DRAwN aw
-
SIDE
IYALK BOLTS ARf 3 t Os3 l27H/CK ��i VUVQ4 F+pSt, 07/,25j17
-NOTE,FOR COMBINATION OF SECTIO145 NEAQ MACH!!lE:sCRta%WjjLENcf'rr -�,.f,;;,,,,u /►/ya1�► EASTERN METAL 'SUPPLY, INC URIC:
AS PER NOTES A:1&8.2(SHEET:1) IL E•y V 1 N C, 4268 WEST'.ROA45 DUNE..
WAL1.jFL0UR/CEILING MOUNTING S£C770N5 GRA'BE ++ Mr PAIN&5nCft tL JJW?
'CoM8N4£D'6{ANY WAY TO SttlT ANY-imstA LAnom. 'TRUSS'HFAD BOLTS ARE f MBIXCT3 7rLC17 TESTING d ENGINEERING COMPANY. 'PHOXE-(58!)109-828J,FAX:(861)84)-1716 t 7-�9'Q
HEAD MACHINE SCREW W a5u NY.aSm st Sn. twcw cae a Srlaa
AS.PER NOTES AIL.?B.2,(SHEET!) 'Fnwsr:fxsle7r-.510.rm.;.(aroMtl-13JI ;,m:ro mmmr oar- tn:...- oonomr as ORAWU'O No.
EB-0008715
.. .. ..- - WN-TER'A M TT Jr,Pa .. ao Is-au.. 2•/+ a SNEE7 4 OI!s
FLORIDA lic'.- 4)167 ,
CALK It{ALL PoINf SOLID.-SET GA
W1f/90'-T0 SIDEWALK"BOLT ORO TAPCONS OR CALK-4vANCHORS % TAPCONS OR CALK-IN ANCHORS
TAPCONS'OR G1LK-IN ANCHORS` E O. '
Q4 W/EA W/1/40-20 l. (SEE SCHEDULE FOR•SPACING). E A (SEE SCHEDULE R SPACUIG).
U55 BOLT+'+' j (SEE SCHEDULE FOR SPAC/NGE'A.
(SEE SCtIE0U1E';FpR SPACING) ' .
CONCRETE / POURED
C UREE
VE
REQUIRED
I,I O ' R REOU1Rm Po. I E: REOU/Rm I. 1,11 i'
ED
OONCRRL7URI
w I -
+REOU/Ri
I. I I 'LEO LOfA7fON I
4 Cont. I i 4 -1,
8.ConL
1'M/N/MUA! I I 1 W
= SEPMA7KWN 70 I SEPARATION TD =
ExISRNO GLASS I W E111.1ma GLANS
I 1'.MIN/MVAT ' i W
SEPARARON TO ; I I ! tl t 1 muluum
' t7R5{1NG C1A59 ( 4 I I r-SEPARA77ON TO
I ?d I Exisnu0 GLASS a.
7180 x 3/32— Y
�, 71810
I - -
KINGNUr wo-mUF®.
I a 1 n•0,C. i 12'0. C. '
I 1 IALTERNATE
t.nO 1 cont. i i Ca. I F
CPOURED cs
ONCRETE I 'I — �� _ _ I •� I I Cont. t
W
OR CONCRETE I
BLOCK IWAL i ^ 77/ � 4' 7
j `gTERNAOOWN j� /� TE
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-.1• CON UC 1' i IL I''t}I
r 74PCONS OR CALK-IN OR ANCHORS'->� E D'' �J J1� .-E D. REQUIRED W
(SEE SCHEDULE FOR SPACING). �/ TAPCONS OR CALK-IM.ANCHORS- - I
POURED (SEE SCHEDULE FOR;SPACING) �/ TAPCONS OR;CA[K-!N ANCHORS I
CALK-IN,ALL Po!M SOt/0-SEi"ORS CONCRETE POURED fE SCHEDl2E FOR SPACING). E
EM
ELOG male/lemole PANEiAfATE O® REQUIRED REWIRED
9,0-20 SIDEWALK BOLT OR,O �---E.D.
:10
WW/'119 0-20
mu y=p BOLY++
(SEE'SCHEDULE FOR SPACING)
ALTERNATE
-WALL MOUNTING INSTALLATION (D M ) _CEILING & FLOOR .MOUNTING CEILING ALOOR MOUNTING CEILING & FLOOR MOUNTING
SECTION.? SCALE;3/e'a ;- INSTALL VON — SECTION 8 INSTALLATION SECTION 8A INSTALLATION — SECTION 9
SCALE:3/8"- 7' SCALE'.:'416'=1` SCALE:3/8'= T"
ALTERNATE CEILING&FZCOR MOUNTING INSTAUAVON.-'sECHOV:dA:
✓ALD DAILY FOR Max.As-D DESION:PRESSURE RATING OF+70,-75
II/////
0.to
A,p -r - -------- -" - - -
E:.D:.=..mcE OfsrANCE
(SEE'SCHEDUTEON , •' `
'SHEET 1OOF 15) \1\,a� JCGflsn:��i9
\ c
44167 m FLORIDA BUILDING CODE (Noxi. NIgB Velocity Hu no Zone)
02017 VUE00,Na 0.040 BERTHA RLl)MINUM STORM 'PANEL EG
S t �� i A 2:25 :DEEP DRAWR er..
(NOTE FOR COAIBlNARON OF SEC770N5:� SIOE WAt/T BOLTS ARE 3�4 0x3 2'1}TTCK; = p �\. -.AS
PER
f NO7ES SCREW B-2(SWEET �`�'20R�DP `��.�,� .EASTERN METAL SUPPLY; INC� °' /17
WALL/FLOOR/CEILNG MOUMING SECTIONS.'GAN,BE' ''t'PE`R NOTES A?&B.2(SHEET i)
IL E-CO�N�. _ _
COh18TNm atm-
IN ANY WAY TO SU/r ANY 1NSTALLATTON. 7RUSS HEAD.BOLTS ARE 1/2 0x1 87HICK: ��ONp`��G 1 9zs8 KEST ROWS ORII•E
HEAD MACHINE SCREW W/LENGT� /III//bj1A• :¢ue as rILLIT T.uv�.ND ata .vjlwRll RPA PHONE.'.WOW 209-82 .CHAX: SB7 BI1-r716 1�-09'4
AS PER NOTES A.2 k B.2(SHEET f) fa,:rFASTeTl-rnn ) ( 7
EB-0006714mvmr aur a�an ORAIf9NC No.
a.r an.a.�- � nrt
WALTER A TTUJ7 8c.P.E.. r no tr-ou s
49167
f1m;1vS ELCQ 1E OR TfmufN ELC10 malol TAPCON5 OR CKK-[N ANCHORS T )IS,OR CAU!!N-ANC OR5.
farata PANELAAA7E tb4 /emote FAN£t11ATE 6R ESE£SCttEOttLE FOR 3FAC1N°). �S.D.- (SEE SCHEDULE FOR SFACENG).ti
CA1/C IN ANF,HORS CALX-1N ANCHORS
(SEE SCHEDULE MR'SPACING}.�.. � .(5£E SCHEDULE MR SpACtNff�� f10UR£DPaRM
}� CQNCRE7E; C°
REOU/REO, ,EO: '£0. REQ A CD N EO. EQ-1
POURED IT
1 4
. REQUIRED
e.
A to
OUR
CRIX
REQUIRED. I 14
2 Cant. yr+1t R ,
I \ 2Cant. ��0 _.�'t �+ V:Cont. I —®Coat.:
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N
I
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I Q GLASS ---t."MM7MUM. ,�'. / y� I
SEPARATION I0- 4 I T �_. t MaWVAf 1 4
I W j ExsrrNG cuss 'L JQR{10tp• �t�irJ3 I aPAR47 c0N TOO I ^w
nNG
M/AIIMUM E. 1 t +.►�l.f!��i{I'�. I
SEPA9477ON TO I
.DUS77NC CUSS i { -- :J,�rip/t/1d1 -
-_
OETAR 2--\
j ! I DETAL 2-
Ila O-ZOrI
BOLTS W/7JB'd ! I ! J'MINIMUM 4
j J/S2 WING NUT
07SEPAR4770N TO I ([
12 :0.C. EX4577NG GLASS
I j 7/8'0 J/32' ' s
12*
Nur WIND
®
C, i I
j t t/4`.d-20x1" j 3 I jjj
o I BOLTS W171810, 3 -Cant. EDGE OF j J/B'd x 3/J2'
r /71 SLAB7F NTNG NUf O
POURED t" J/J2"DING NOT 0 '
CONCRETE S Q `E 72'0.a ALS LOC4nON T AFFGtG83 I I 72'O. C.
OR CONCRETE I I POUREDA/ /
^ i Cant. I j Yj8
UV MOW REi7 _ I CONCRM /// i ".
'T
OR CONCRETE A / i�� AttERNA7E LEC I
T BLOCK WALLj /q{ I 1' 1`tOfATKhY
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i
female�PANELMATE OR _ t 1 j t I - POURED
CitK-Nt ANCH025' J 6 0-t -INTERIORLY REMOVABLE PANEL 7 CONCRETE' 7APCONS.OR ,✓ {i t
(SEE,SCHfDULE PoR SPACING). (� R�IR� i 7AoGONS, OR t' EDGE OF
tAPCONS EtCW/SIOEWAtX 80(75 SEE D£fAl1?7 C"—IN ANCHORS kk
km k PAHEU•LATE OR CONtT 70 7NRU B18$ (SEE SCHEDULE--•- !--E.D.---k U CONCRETE (SEE SCHfdUE
SECTION IDA CALK W ANCHORS NOLfS.AT. 6 M 6 O:C k FASifNED FOR SPACING). REQUIRED FOR SPACING).
(SEE SCHEDULE FOR'SFAClNC}: ; Can( A7 REAR /TIB dx313' YANG NUT I—ED
O EVERY S/DfWAtX BOLT.. INTERIORLY REMOVABLE PANEL 1_j
.WISIDEWALtS BOLTS EE'AE7AIL 4
t SECTION 11A CONNECTED To, IHRV 3/817
=:"n)
lDEWALK BLYia. /+ J� Jap SECTION '11.8 HOLFS'AT t6 O 6`'O.0 FASTENED
iFi _188' tY/J 4 SLO V A AN�t2� SE{i TIL/N �VD AT XFAR W/71j �S/32'N?NC NUT
�7HRU KEY HOLE O 6`O.G CEILING & FLOOR MOUNTING INSTALLATIONS ®' YSOLT
-6'I1/1-20 NUT AATT AFAR, ..
y; WALL MOUNTING INSTALLATIONS
SECTIONS 1.1
if,NBG hHiT Off• .. A6LE SCALE:J%e'='t" ----- - _
s_D•G —- // Awa SECTIONS LO
:SCALE:318"—4'
f I INSTALLATIONS VALID FOR PANELS MUSED JOINTLY
h { I WITEI INTERIORLY REMOVABLE PANELS FLORIDA BUILDING CODE.(Mon High Velocity HDtrtc`ona-Zona)"
_.
E..D:_EDc£DsrANCE F1017IX46,'ova 0.040 BERTHA ALUMINUM STORM PANEL LG;;
! } (SEE SOti£QULE f)td - _. 2.25"DEEP DRAWN BY:
I875'. �\. I .SHEET t0 OF J5) 07/25/77
.O4o" ��* HDL£.a 6 o.c _. /y EASTERN METAL' SUPPLY: INC CASE
NOTE FpR COMB/NAT/ON OF BECKONS: �L ECO,1 N C else WEST ROADS G,,h,
"NES PALM 6FACN,t2.J 17
TTLLIT"TfiSTtND d ENGINEERING COMPANY PHWIL(61-')209 BZ6t FAIL($61}eit-i�}G 1?Qs¢
jf[Tt111'2' IN$j�LiTiom OF 1f,�'a WALL/ROOR C&UN0'MOUNRNG SEMNS CW BE �•Nr M�.s5LL,, k' '^v1 WiPO�"2 mice
D Abm 1[?h7h1JGT1-1=.r;Om/e71-W, ';— nm+om a+r •n:,► as ORAIP/NG Na
AI K BOLTS O RE�OVABL PANEL .COMBINED IN ANI'WAY'70 SUIT ANY INSTAL P&N. fa-o B7T8 °®'a'
SCKr.7"=J. - ... NFLOR A'ALLR J4.P.C.. r ad ie-oa lxsn +' SHEET B''OF J5
.. FLORIDA-tio." 44167 ... -. .' •. .. .
I
_..-TAPCONS,-ELCO.molt{/—__.-- ...____.__... .....-_ TAPCONS,..EiCO.
.lei»ula-PANELMIIE
lemo/es PAfJEL4Ia7E OR -
CALK-7N ANCHORS' CaEK-tN'ANC170RS
(SEE SCNfOl7LE FOR SPAC}NO). _ N $ (SEE SCHEDULE FOR SPACING).
POURED• _ POURED .. .. ° J y2•l £Xt577NG
CONCRETECONCRETE i
•BRICK YEENER �
:Rfptl/RED o �REOUIRED:
W i w i ,� PEN TION .
M 3 LJ o..a ' 8 Cosi
• I Cont] \ Cont. v :
611/ -12 -5,)S,
S10EWALK BGLT,W
s (Main Boci)
7'MINIMUM `
SEPARATION 70
' I ,i b (1/4 axT'ELCO p
. - POURER.CONCRETE• Lmvte.PANEtAiry7E.NAS EXlSRNG I
S.S. 2 OR CONCRETE BLOCK ANCNORS'•.(FOR =.-STEEL ANGLE UNTEL
5.CNEOULE FOR, AS A111,11BLE
I v"i I S/DEWAtIC BOLT W/ - !,' •°+o .y WALL REOU7REO } SPACINC). :i
714'-20'JACKNUT 4 �j
SEPARATION TO •---7'MINIMUM SEPARA7if7N {
EXlSTTPTC CLASS'. I. (2)AT FRONT FLING& ."'. €.: �i TO EMWNG CLASS ,:.rf•`
j ' I (2)119-20x712"SO. \�
k- SrOEWAuc BOLT W/
_ _ _ %/a I. 1
4- -- OVERLAP FIANCE
I IXISBNv^
j 7
(1)!/fSIDEWALK
SOL SS { f �- BRKic SILL
1 I 5/DEWA20 BOLT W/ —(-T' "E-"1' ...�.._.__ Jj4.0-20
p 20 x ifs' a
{ }/9=20 J4CKNU7 BOLTS Wj 710-0, - o
I (2).AT FRONT FIANCE 3/32"W/NO NUi @
T2'0..0
i
7 t/4 IiI MIN• I t PE7/ETRAt70N TD /
1 I (coticRE7E ecocrc)• I` '° I
1shre�1 .. B i r/z'To '�E• m f°LQgrF
If<'0-20 x 3/4 I i
114'0-20 x Sj4 tt 1C07TCREfa� f I APPUCABLE ({'
BOLTS W/.718'0. ' � Bticrs;W/T/a Ax
POURED �� WING NUT @ � POURED g SfJ2'WING NUT 9
CONCRETE ' .'..
OR CONCRETE '6 72'O' C. OR CONCRETE'—.W f 72 D. C. h {
BLOCK Wail�•r {{ BLOCK WAt1. �{{{
RLOWED 7
�Y,. � III i r. � � � •� `
7?WCONS,ELCO mate] I •_ tt I
TAPLONS;£tCO male/ I i Temvle PANEU2ATE OR I � •, Ef f 1111 _.._S
}emoie,'PA}NEU•tATE OR' Cont !E p 17
CALK-IN'ANCNORS I -(SEE,SC77EY7UtEOFbR, - ( �. 2''^�-�---3712'—•-� �+(�y� 7jjjy ,y.
(SE£SCHEDULE FC(i. --- SPACING). .. 'L4ix j MAY 1f1 o
SPACING).
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CcnR, Coat, t' IR CK t i C 1 T.'..
POURED CONCRETE, `� 7/4
_ EGT/ONS , PvT TnAANMbR'CONCREE BLOCK
(SEE scNEUSmE AoFNkOCR]{OsRFSgG NC).WALL.-MOUNTING /NSTALLATIONS-- Au REQUIRED Z V5ECT/OS_ 12A 128
SECATIONS 12 BU/LA OUT INSTALLATO
SCALE.;,JIB, t
_
pp •*�_.,
w T" SECTION 13
scat£:;J/a'a I'FLORIDA BUILDING (titan NPgtt 6 �(t a Zaax
E D. EAGE:D/STANGE. INSTALLATI At5i VALID FOR PANES USED JOINTLY 02077 7ltEco INC. o:o4a BERTHA acvM�NUM sraR : 7 C
(SEE scxEAu s) 2.25'`DEEP. DIM Br,:
sNEETB 7D AE 75). WITH INTERIDRL�' REMOVABLE PANELS
L/R EASTERN METAL SUPPLY, INa7j25j77
C AM
NOTE FCR,COMA/NA77ON OF SEC.nONS 71,L E C 0 I w a. 4268:WEST ROAOS;DRNF
77WT TEST7NQ h ENOWEERING:COMPANY N'E'ST PMN,BF5 7'=407 f,7-"094
WALLIFLOORfCE7t7N0 T4ownNC SEC77ONS CAN 8E aw aM xu.,sr.,sn_.mt wa�u'a+NxaAs,a,Brea PRONE(Sa})209-F2a7 FH1C.l56})a47r77)a
Praes:(JaeM71,5�:t [SvsJa7hrssr' GAA4 NG No.
COMI9INED!N ANY-my 7O SU?ANY INSTAL1A710N.' �&Tlg e+c w �wm.,r �a�a. m'+e. + .'na
{YAGTER A Jr.P.E r '•'�re'O1Z x SREET TOT 15
fLOR/Aa Lk. (9167 x
(3)1/4"-20x1/2'S.-S: -- - - --- _ -_ ._------ --- -- ,..---. -- ------- -- --- — - -- — __.._ -
SIDEWALK BOLT W/ SIDEWALK BOLT-N'/ -
114"-20 JACXNUj rf/4"-20 JACKNUT
(MCUATtNC-BOLT) (2)AT FRONT'FLANGE Cj ?/4"max. GAf'
t
t 114'Max. GAP_.CONCREZF RNCHORS(SEE SCHEDULE), - 3. y t
Maz. .
1 MTn.;
..
0 0 0 0
_ 3
SECTION W-8'
SCALE. 118"= 1•
0 1 7 1
f ! .(WHOLE) (WHOLES 1/4--20x1 Ss. (WHOLE).
.r r BUT NOTCHED
N EA CORNER SIDEWALK BOLTS.
-,+, . r BOTTOM AS I -S/t4DETAILS 216.
SHOWN, {-
(WHOLE) v o '
1 rTi
w INTERIORLY REMOVABLE PANE10
((!.OLE
WHILE
'��-. 0• : W/SDEW41K BOLTS(SEE
2f6p 2/74} CONNECTED TO®THRLI
HOLES AT ® 6"O.0&
v '� A 7Fw FASTENED AT REAR %718 Cx31M""
-' `� WING NUT Ea'EMERY S1DEWl BOLT.
E
2" 6 or
\ 1OB/611.6/6, OA 6114/6,
1OB/14,118/14 10A 14,1 A/141
CONCRETE ANCHORS (SEE SCHEDULE)--3"—+
Mox, Max.
S �� (2)1/4"-20x1/2"S.S:
SIDEWALK BOLT INTERIORLY REMOVABLE STORM PANE ..
12B/7,13B/15 12B/7,138/1OVERLAP JACKNUT EA OVERLAP FLANGE PARTIAL ELEVATION Y
CONCRETE ANCHORS(SFE SCHEDULE) (3)1%4"20x112.-S.S. SCALE
3 Max \_SIDEWALK BOLT W1
.1 min. 1 Min. 1/4-20 JACKNUT 1fflNfn/Igi�
INTERIORLY LY REMOVABLE STORM PANEL (2)AT FRONT FLANGE t�lI
I
_--
—ELEVATION X_ `s�� f�GENSF:`' z,SCALE: 1/8 I' ,tR7.:"t'tfY7 y'
1/4Max. GAP - .-� * �
' f/E'hfox: CAP
Al FLORIDA BUILDING CODE (Nan. High Velocity Hurricane Zone):.
.E.... i��tt�� 02017 VV=.2M 0:040"BERTHA ALUMINUM STORM'PANEL sLA
s�OtdAi. ;o'' 225 P"DEE
. � � DPABN'6Y. .
1• ����//lilltflft}'
I SPLICED PANELSEASTERN METAL SUPPLY, INC wze
SECTION B—B ® fj3 PF L IL E C C INe. rr DOW
nLUT 7ESnRa a ENWALMRiNr.CCMPAMr' 17=-034
ms�`ie...wnr.a.xa:.wx✓eroruuems•n ana -p�iarlF;156t12o2-52u,F�:•'ls5r}a41-17t5
SCALE,: 118"_. 1 sw_:'faa.M7r-luo,Jn..:(.rmlen-rsrr :w: oco� nm en;w:. .nrmavnev arr DRAMNGrAb
Ee-ODf 5719 , cw re wi lxYt 4
WAt7ER A TRIJr,N:P:E S11Et7 R ar t5
:fLOR/Q9;tic. '44167 - �-
-- - -- -'- -' - - - --- POURED'CONCRETE
?, OR ALL NCR r 84=C��
DAMS J•Y r w \\2500'Min...
Mox.' t 5 OR q(}'t.OR..{)H � ®12RETEC ANCHORS ��
POURED CONCRETE a' � g 4R 9' OR j2
'. WA[GREOUTRED
`R" .CONCRETE ANCHORS tt,, b , 2• 2",r.055"TO ALTERNATE LEO LOrARON
® 12'0.C :.Y jj 2'x 5"x.055".cont. .
i/ ti y i U Brum.ANGLE lIM.DR
.080 3705-H 154 SHEET
3 ,y Z :OR .,,� OF l� OR 5 METAL,Mum. BENT`PLATE
2'x-4'x..125• OR,f v�11. �A OR DIV R�
Co0t.A7um.�ANGLE-TB;RLLOY ,n pjs.-�mi4
Vim\ L!,J
t - ——
M. �' OR 4 0)OR �2-@M i�s CASE C. (Plan)
CASE A (P/arr) 7/4"P BOLT �•1 SCALE:• 1/4-= 1"
®24'ac 'x.072-
W/JAGKNUT . OR 8083-Ts ALLOY
SCALE. 1/4"= I' ;Ccnt Alum.ANGLE
CASE B (Plan)
-- SCALE.' 1/4"---1" - - - - - -
2'x 3'x.093"3105 X-14 OR
KTH A 5 ANCHORS
Cont,aum.ANCLE P.M.
WITH ANCHORS 17 72"t c t.SO S"
POURED CONCRETE
Xd OR CONCRETE'BLOCK �.
Wal REQUIRED /1il7! 'I .
l !!!)tfffit4yy�
HALF"PANEL 21/4•GAP" } �',
X-8.0.D1SrANCE `�� A� ,..
POURED CONCRETE OR NO.44
GONCRG7F.BLOCK YitJ,l -
REDU7RED � �
STATE
CASE D (Plan) �a,c 20RtoA z
'SCALE. 1/4"
CASE` E (Plan)
SCALE: 7/4' ,T'
END CLOSURES DETAILS
FLORIDA BUILDING_CODE (Nan,High,Velocity HurrJcave Zayre)
02017.776TE00:wa- 0:040 BERTHA ALUMINUM`STORM PANEL L&
2.25'DEEP, DRAW Br
/j r+ EASTERN METAL S.UPPG`l, .INC 07%23117
f 11 L I E C O 1 N C. 4268 WEST RODS DRI G1IE
TttttT 7E'S77NG A•ENOtNEERlNG COMPANY "T Fmoawft:N',
3' 7 i7-094
etsr rta xM.5L SS...tod.toxaW o,,mOix it'.7R76R PRONE(567)209-8263:FAY(561)84/-1776.
F1mm':(S491Q11-1 .r 1'7.705Jo11-19rr' ak+� OOYN>Y Ma. YXr, tLrYlA - 'trrz 'DRAWNG No
-E8-0008779' .,: wA w-u: /Y,✓r ,"...
YULTER A'rxw.Jr.P.E. SHEET 9 GR 75
FGOR/C14'Lk....i4t67
-- - --_ !_I►CC -A S t?DESIGN 'RESSURE RAT/NG tAs:f.) =WITH` - - - - - ---- - - - - -- - ---- -- -- _-_
CORRESPONDING MAXIMUS PANEL LENGTH
C�EcaaHt�lts� ANGHQR Sp11GING "S",.�n��N,�DULE
FQR tNSTA�l�TIQNS IN CQNCRETE CQNCRETE MOCK° 1NOQD' FRAME STRU,T R x
;m-Plwa LEWIH Um AHC'HM'SPACW&
ASO.OESIWi 0.090"ALUM/NUM:PANED Q PAH SQ s
pRw"RAr" ♦4r.M410MUM ANCHOR SPACINGS'.ARE VALID.FOR.3 112 EDGE OiSTANCE.
CvA✓) t tscitaus::, s 677x. SmImm AU=VaVs FOR E D.:LES5 THAN 3 T/2" REDUCE ANCHOR SPACING�By
3,a:eat. 2.S. 10 t2. to MULTIPLYING SPACING SHOWN ON SCHEDULE 8Y THE FOLLOWING
FACTORS (NOTE.Min: E.D. FOR CALK-IN ANCHORS 1S 2'-712:.1.
+25.0, -25.0 12'-0`; 12'-0 1I-9' B'-6" 12stt FOR THIS OPERATION TO 8E POSSf&t£, REDUCED SPACING OBTAINED
USING FAETOR 514llL NOT,.BE.t£55 TfiRNMIN7MUM SPAC7NC,
+250 -10.0 12'-0" 11'-5.' fo'-9` B'-8" t2'tt INDICATED FOR EACH ANCHOR TYPE AT ANCHORS,LEGEND.
__..... FACTOR
.ACTUAL E.
D,
-..._. .... .... ... ......._ _. PANELMATES TAP,CON SKID-SET CALK-IN
+35.0, -40.0. ...^1D=5 W-70" 'g.-4. 8'^6' 12'tt'
.86
+40:0, -45;0- 9'-10- 9--4' 8'-9' 'B'-e' 12'tt 2 112 .77
+450, -50.0 9-4' 8'-10' 8'-4' B'-6' 11`#f 2' .50 - -
.._._ _ _7 112"
+50.0,.-55.0 B'-10' 8'-5'� 7-11"
+55.0, -60.0 8'-6' B'-1' 7'-7' - 12"tt ANCHORS i FGENO
+60.0, -65.0 8`-0' 7'-9^ 1'-4' - t2"tt ANCHORS ANCHOR
MIN.
TYPE SPACING
' +65.0. -700 7�5' 7-15' 7'-0' - 17-#t #I�tNEuisrtiw
TAPCONI 3:0', t'' +•A•.77,
+700, -75.0 s 11' s n' 6-9' - 12'sr PANELMATES `it e.=•.:. r�
+750 -80.0 51-61 6'-6' 6'-6' - 12" CALK-IN 2.5" 167
i
+BO.O, -850 6-1' 6'-1" 6'-1• - t2" SOLID-SET 35 ` >k A
+85.9, -.90.0 5-9' 5'-9' 5'-9' - t2' ... l t •"!.' df"
_ .,.... ... ...._ •SEE NOTES ON SHEET 71 7HRU.:75 OF dt' dRID�:.' �► �a* .
+90.0, -95.0 5'-6" 5'-6" 5'-6' - 17' 15 FOR PANEL LENGTH LMRA7701VS FOR
FLOORICFJUNC 1N5TAILA77ONS INTO WOOD
.,. ........ ... .. .:. FRAME BUWING5. O'""'4sfrrlON �
+95,0, -100.0. 5-2' 5'-2' 5-2' - 12'
+1004,=705. 4'-1'1' 4-1.1' 4-17' - 72"
+1050..-tf0 4-9" 4-9' 4--9'' 12"
+110.0, -115. 4"-6`_. _.4'-6.'_
+715 0 -120 4-4* 4-4' 4--4- - 12'
_ +T 20 0 -12$ 4'-2* 4'-1* ....1'-2* 12'
FC6RJDA.BUJLDiNG:CODE (Non HT9h'YOJocit 'NurNcane Zone)
425.0, -430. 4'-0" 4=0' - 4=0' - 12' ;c2m7 mieca xr- 0:040 BERTHA.ALUMINUM STORM PANEL. L.e.
2.25." _mow Bti
SECTION'5A IS,ONLY mL10 FOR MAX A.S.D. DESIGN PRESSURE RATINGEASTERN�� METAL SUPPLY °7/sa/72
I UP'TO +70, -75 PSF. WCLug
fit MOx.,ANCHOR,SPACING FOR SECTION 8A SHALL BE V O.C. 1Nc. 42sB wLSr RWos OR rE
nuff TE5I7NG S EN61NEERING COMPANY NEST ' BEACLt,H"13407 17-Of4'
sus xv.sato sr_ix..1rA yrra�.sacxrxz n asraa PHONE fast)+•'Oa-826. FAX.(SSJJ691 /7r6
f,>rzs}eft-Is.;ha (laSJlll-rain :s ttmrur as ux-r manor DRAMM No
NOTE:'MINIMUM PANEL LENGTH IS 3'-On es-AODDS7ra 11
'WALtfR A IILl1T Jr:P.E. aye 1}' /W+ _i SHat t0 OF 15.
R,OR/A4 Lid.. 44167
i
I
I
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- - - - - - - - - - - - - - - -' - — -- f,4 S S.NPX WASH HEAD -- ----'
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j 7/4'0-20.X3/4"BOt15
/14 S S:'M7(WASHER HEN)' B14 S S.HEX WASHER HEAD . W/0.675 x0.67511/8 $a
--YYOOA SCREWS;O`:z'''(;•--.C.FY/ WOOD SCREWS O.12•.0.C.IV ��. 5 SOREW HFAD'AM1b'W/7/8,'+531;?Z'
1 1.314':Afih 4HFF.NED'PENETR4770N, �Y 3/4 Ar h.7FlREAD£D PENEM770N. ..Colif. WING,NUT 0'12'.0;C
!.L
.500' Mmo "506'
i
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WOOD HEAD I. W000 NEAO I •p. I ._�. "`
REMIRE7J - FEOUrRETT. 3 - WOOD.HHEADERROUD
E
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71810 x 3/32'WING NUT w
0 EVERY STUD O.12'D.C. b ` \
W. ;S w \-414-0-20.314-,80M
w i Sti/4b-20 x 3/4'S.S,M.S. o ®?B O.C. WING fJUT
W/718^,r 3/32'WNG N07
2'REDO1 PL E O 12'D.G 2 RE4l11R�
t:ant.- '+ HEX WYASHFR HEM
/'145 S,H
S.S.HEX WASHER NEAR J14 S S.HEX WASHER NEM .HOOD SCREWS O'12'O. a W/
2'x'4'PLA WOOD SCREws O tY O.C.iV/ -WOOD SCREWS 8 12'O.C,W/ 1 J/4'Min.THREADED PENETRATTOM
`! REOVIRED 1 3/4"Min:THREADED PENEM170N ,1,3/4'Mn. 7HREMEO:PENFTRAFON.
I
WALL MOUNTING JNSTALLA.TION WALL MOUNTING. tNSTA4LATJOJ+i WALL .MOUNEW INSTALLATION
SCALE:• 1/4'•°Y.' SCALE: 1/4'- I' Sr&E,: 1/4'a t'
ALTERNATIVE 1 ALTER ATJVE 2 ALTERNATJYL' 3
-NOTE FOR,COM&NATION OF SECTR)NS
WALL-M1/DONTTNC'sEcnays cADL..BF.CDMBINED..-__ JAISTiALLATION DETAILS -ON EXISTING-. WOOD BUILDINGS
-- -- -
lN,ANY WAY.TO SU?ANYTlN57ALLATTON. /OOrj - - --
rlDZEE ♦ j'
1. IN$TALLAAONS ARE ONLY.VALID FOR MAX.'A.S.D. DESIGN PRESSURE RATING • ..FLDRIDA BUILDING GOA£ (tran (ffgtT velocity NMfflGone.Zane)
♦ $7 s 02017 TRTEco.bvo. D.'040 BERTHA.AUMINUM STORM.PANEL L4'
ANP lifax,,OANEL LENGTH AS.PER SCHEDULES SHOWN•O14 SHEET f0.OF 15 ;*, (2 5 r.DEP D&¢WN.Dn
EXCEFIf 7HAT PANEL'S LENGMS FOR FLOORJCEtLtNG INSTALLA77ONS .
SHALL BE UMM7 TO 109' ,,�P _ __ _ J o7/zsfn
2.FOR W000 E'CONSJRUC7I.ON: iY0013 MEMBERS T'0'BE SOUTHERN Z'A'„640Rvov. r�+6�` EASTERN METAL SUPPLY, INC VA T,
FRAM J ��(�,'�,4' .1'L E G�O NC'. 4268'WiST'R046S DANE
PINE.No.2' W/'.SPECIFIC DENSITY OF 0.55 OR EQUAL, ?yip,(� A�',,, ip�- a LUT TESTING s�G EE68m MP�iHr� ��gR6A�1$$i 841_1716. 1.7-094'
I PJiONE:•C567 709
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FLORIDA LTc. 44167- +.
it "
— -- ---- --- -- - -
GUSHING.W/11410-40.x , -W'f)00 SCREWS,0'f2"-O,C w/ - - - - - --�- ------ __ ---- --
;S W/XnwOL£.WASHER 1 J/4"AEu,THREADED RO FGi ICI
OR:1/4:0 MALE/FEMALE PANELMATE'
W/'J 7/8'Mfri.PavETRATTON®12•do 't/4'a-20 x3/4 S 5 M..S 1;14 S S HEX WASHER HEAD
1 l :W/U673"✓0.675 x 1/8•,50• i WOOD SCREWS�O d2•'0b C, W/
1 HEAD AND W/7/6"x 3/J2' 73/4:'MTn.TTLRfADED PENETRATXIN.
Cont. :WWO NUr,0 12.O.C.
4 MT
250'
i 1
1
1 S(To i
t 'a� ... I f 1 '• k
WOOD.HEADER 3 t ..WOOD HEADER
R£OUlRFD WOOf!`HEADER ' REOUtRED' �w1
1 5 'REQUIRED A 1'Nirl. E E"
N p
SEPARARON'. 1 o I j Ac TO EXISTING 1 yZj
TO EXISTTNC j .w J' n. t h GLASS j -
.
GLASS i ..SEPARATION
.70.5WI ARG 1 t
LC GLASS
5, .114'0 1 -20,314'
Fi AfC
Ci t 12' NUT®-^� 1
2 q f2'0.
i q
1/4 a-20x3/4' t-
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f/4 a-.20x3
HUT.
WING NUT
$.S.M,S.W/ ' 12.'O. C. I
WING ! ; 1
72'O:C• i _I
$ Cant
1 � I
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W - (.:• ll 024"O:G
QU1RE11 - 114 S.S.HEX WASHER HEAD
1 Cont.. WOOD SCREWS 0 1T'O.C.W/
i L T 3/4"Min.1HREAD£D PENEM770M
Cant 4'PLA 1S4 S S HEX WASHER HEAD 0 M/DWTDIH OF PLATE.
2•.. 4,•P{y12"REQUIRED �W000 SCREWS 0 12`O.C. W/
REOU/Rf0 14 S S.HEX WASHER HEAD - J 3/4'Min,7HR£A0EO PENETRATION
WV00 SCREWS 0 12-G.C. W/ 0 MAWlO7H OF PLATE
1 3/4"-Min. THREADED PENEM77ON ,•
.o kiamuTN OF-PLATE
WALL AIDUNTING LNSTALLATIDN WALL MOUNTING 1hISTALLATIt?N 611L[3' OUT WSTALLATION
ALTE'RNAElK SCAB: 1/4`- I• ALTERNATIVE- SCALE`1/4•®.1 ALTERNATIKE S SCALE,-1/e 1-
INSTALLATION DETAILS ON EXlSTIN/G WOOD BUILLIINGS
NOTE,FOR C006INARON OF SEC710NS [In,
WALL.MOUNPNG-"SECTIONS CAN-BE,COMBINED—"
IN ANY WAY TO SUIT ANY INSTALLATION. -
= '44167 -
jE Qp a FLORIDA 801LOHNG CODE (Not:.High Y"'0 HOY.Hurricane.Zone)
L INSTALLATIONS Atte'ONLY VAUO FOR/,Lau.ASD. DE57GN PRESSURE RA71Nc r/ p f �+�J� czon ncrErn. ra 0.090" BERTHA ALUMINt/M STORM PANEL 1,'0.
AND Max. PANEL,LENGTH,AS.PER SCHEDULES S1IRTWN-ON SHEET 10 OF 75- �i Q��� �,— ('2.25"DEEP) DamN By.
EXCEPT THAT PANELS LENGTHS FOR FLOOR/CEILING"INSTALLATIONS
SHALL-BE 7JMQED TO'109" 4q�. NAh,. A0T1t ^�^ 07/x3/17
2: FAR WOOD FRAME CONSTRUCTION: WOOD-MEMBERS TO DE SOUTHERN .'���INC. 4x6e':'ryi+rRista44 EASTERN- Mr R SUPPLY, 1NC. Dar
�� RDA0s.0ttNE
PINE No. 2.'IV/SPE.CIFTC DENSITY OF 0.55 OR EOUAGnLLIr TESTING g kTrGTxtERTHG COMPANY wEsr PALM BEAr.1L R..3'1407
osv W►., n.u...m1vv,FA¢oE1.tG.ri Jn44 PHONL',(561u09-826J FAX:,(561)841-.1716 17-094
f»tiw a(,Wsk»-ixu.r i(•Jo?b»-rsn m.�.:. orwns utt rtt w �'mn.._ aur 044WM Na
E8-00067tS
WALTER A TIt.,.11.PE ao is-a+r- a SHEET'12 OF 15
FLORIDA DTI 4 1x.
I -
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iil&/NG:W/t/4,'a?Q at t'- ,fr%i-5:.5 fibf HkSkW HEAD -
_. S.S N.,S W/KEYHOLE WASHER /14 S S HEX WASHER HEAD ` wQDP SCREWS W/'1 I/2 Uh
OR 114*0 WLE/FEMALE PAN£LMA7E• WDOA SCREWS W/f 1/2'Mn THRFADFD f!£N£TRATIDN i9 4 ac, 1` #`x 8'(MTa.)Dra"NG
W1.1>M,'Min.PDA7FATION 8 12'ac THREAD£0 P£NETAAT/ON O'6'ac n 6, x R.'.(M/n.)EXISTING x WOOD-8641 REQUIRED.
W006,RE4N'R£OU,lRED.: :STRUCTUPIt ADEQUACY
STRUCTURAL,ADEQUACY .OF EX150NO WOOD
or,EXISRNO WOOD :REAM'1Y1:BE CERDF7ED
ar4u:TO RE CERTIFIED 4,
BY.lTEC1StER0 ENGLNEFR
By REGLVEEED"ENGfNELT OR ARCHf1ECT PRtOR
1 OR;ARCHJIECT'PR/OR TO SMITTER INSTALL4710N,
70'SHUTTER lNSIALLIZO t
N.
2' r t'
• I i Cant.
1'.WOOD HFADOR I 1 (
!
REQUIRED
y' 1 '!
4. i yW I'TO fX7SRHQ ; m e <riNC N�0
j 1`Min. 12`0.6 °z
5FPARADON :f .i.
I"TO£XISt7NG' t 2' t i 2
I GLASS
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MNG NUT_ i t 3'O:C7 I TERNATE LfG
' •.• 1'. i tOCA'RON
O Cont.,
AL7ERNAT£LEG
LOCATION
i
2',6
MfDW'IDTH OF PLATE .. WOOD DECK .WOOD
•WOOD - - ,- .. - R£OUtRED .- DECK
t I
REOUWD` 7/10"O.D.x 6/3'LONG BRASS - EO ROUIRO
RUSHING W/1/4 C-20 r 1" ..._.-.
S AG S 11"/KEYHOLE WASHER .-
1,100
14 S 5 HEX.WASHER NEAP
OR 11611 MALE/FEMALB PANEIMA7£ J.00 00 W'ODA SCREWS W, 1 1/2'N'n.
W/1 7/3'Mia.PENETRARON 0 12"aa X14 S.S HEXWASH£Rl1EAA
WOOO'SCREWS W/I T/2'W'ri. Tt/REAt1ED PENEIRATKTN @ 4'a.a.
THREADED PENETRATION 0 4'o.c.
YyALL MOUNTING INSTALLATION {D M ) CEILING & FLOOR MOUNTING INSTALLATION CEILING:.& FLOOR MOUNTING NST,4_ LCL T_/OZd
SCAT£:J/4•. 7• m t' Spur;1/4•_, 1.'
ALTERNATIVE 7 ALTERNATISCALE; 1/4"VES ALTERNATIVE 9
INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS
NOTE,FOR COMBINATION OF SECT7pNS: \t\\S1'�{��Itka'�' y,
1•lALL MOUNRNG�SE•CAONS-CO BEICOMBINED. _ _ •'\\�t CAV-' CG S~ +
IN ANY WAY TO SUIT ANY INSTALLATION: \\ �' • ` 'Y•
44167
�•� Q� •,�+�Z fLDRII)A 8!!lLDfNG CODE ()+taa High.YRlDt>ffy:Hurricane Zone
1. 1NSTALLA770N5 ARE LIN ALIO FOR'1�fAX A,$.D.;DESIGN PRESSURE RAYING • O ' �ti1D�' �Gt y ..2017-?xwo.fNc 0.040 BERTHA'.ALUMINUM ST" PANEL' .LC
'AND Mox :PANEL LENGTH AS PER SCHEDULES SHOWN ON SHEET 20 OF 15 9s , !.4 fZ 25"()EEET� pRAW9y BY,,
$CLL.BE U PANELliED T0 0NMS FOR FLOORf6f7LtNG tNS7AttA7/ONS �.:.yat' �tSl4)tlt� �r �1 ti7/21,/(7
•. .,tri£= !I+/� EASTERN METAL .SUPPLY.,;INC AAI£
7. FOR WOOD FRAME CONSTROC77ON WpOD M£A18ER$Tp,GE'SdUTHERN �L E�C 0 1 NC. 4268 W£Sr Ra05 DRIVE
PINE No.2 W/SPECIFIC DEN5lTY OF 0,55,OR,EQUAE. - Tu"r TrsnmG 4r ENGIN£ERINIT'CQMPANY WEST PAtM.MCN,'R.ww?
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WALTER A IiLtR•Jr.P.E • - 'Df°r4"Oa' x SHEET 13 OF 15
FLOR/a Lit -41107 �--
1�4
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I AIM.
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t i ,t''S£PARATION 70 s 7. i' t SEPARA7JON TO tu',
EIRSANG.GLASS s r 7 0 Ex157/NO GLASS. "3: z
1•MINIMUM 1 ! t h 1 i W
�SEPAR477ON TO
EWSUNG GLASS
'OETA/L2
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PU1E i t BGL7S WjF/S`ax �+ S SEPARATION TD {
RFMl/RfD�1 f J/32 WING NUr o t t Q K EXISTING:GLASS
72'.0.C. L12
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\ { O 12'O.C. 1 REQUIRED t
WN
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O M{OMM OF PU7E PANtt
I/I•m UG SCREIYS. 11NIERJORLY REMOVABLE PANEL
'O a"0.C.W/.7 7J7'bf 6 1 W/SIIEWAtK X17.75{SEE DE(A2 2} 1NlE'RtORLY R£NOVAEtE f7S S.S.NEX MASHER HEAD
7NRFADED PENEMAAON t-CONNfCTFD 70��TNRU 5/Bb 114 S S,HEX WASHER NFADJ W/'.ROEWA4K 80175(SEE DETAIL 2} µgpD SCRf{YS W/1 1/2•Min.
o.MIDWDIN OF PU7F. HOLfS A7 0 B O.0 Ec FA5IENED W000 SCREWS W/1 1/2�Min. COAWECIEO TTyo Qb�iNRU S/Bb THREADED PENEW7/0N o 47.O.C.
g(TE�RNATIVE f OA o Lv � 3�ET.MNG PUT 7NREADEO PENE7RA710N O.4`O.C. AT REMATW77/B'mxJ/J?AWNC NNS
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