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i iYk BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ( Contact Us j BCIS Site Map Links SearchProduct Approval j db r USER:Public User ld ` 1 RECEIVED 474P Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11964-R4 FEB 1 1 2019 Application Type Revision $T. Lucie County, Permitting Application Status Approved Comments Archived 0 Oil%0 Ell E 171 L KONG y Product Manufacturer Eastern Metal Supply 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 Shutters Subcategory �/ Storm Panels r i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract ExpiratioA,Date 12/31/2018 Validated By John Henry Kampmann Jr. M'} Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 pqt6 Approved 12/12/2017 Summa ry of Products FL* Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number 17- to provide hurricane protection. 097 Limits of Use Installation Instructions Approved for use in HVHZ:No FLI 1964 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outsidi HV�i:Yes 17-097 0.050 BERTHA ALUMINUM STORM PANEL.PQF Approved ': ' Verified By:American Test Lab of South Florida Inc. a Resistant:Yes Impact Pressure:N/A Created by Independent Third Party:Yes Othem Large missile.Max.Span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD'aiid W-0"for+90,-130 p.s.f.ASO for retained panels. FL11964 R4 AEEASTERN METAL SUPPLY,INC. DRAWING See sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT PDF pressures. Created by Independent Third Party:Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number 17- provide hurricane protection. 1089 Limits of Use Installation Instructions Approved for use in HVHZ:No FLI 1964 R4 II EASTERN METAL SUPPLY,INC DRAWING 17- Approved for use outside HVHZ:Yes 089 24 GAGE GALVANIZED BERTHA STEEL 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 9'-10"for+32.6,-32.6 Created by Independent Third Party:Yes p.s.f,ASD and 2'-8"for+58.0,-58.0 p.s.f.ASO See sheet 2 Evaluation Reports of installation drawings for other spans and pressures. FLI 1964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17-089 PRODUCT OF EVALUATION REPORT PDF Created by Independent Third Party-Yes Sack Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AAJEEO employer.CoPyTIqht 2907-2913 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 emalts 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 dick here. Product Approval Accepts: ME *78 WR_ E Qedft Gard Safe GENERAL NOTES• . t.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE`. THIS STORM PANEL SHALL b=BE INSTALLED A7 EMBEDMENT B.t) MINIMUM OF-TAPCON ANCHORS,S.G.TAPCONS, ELCOPANECMATE,ELCO WAS HIGH VELOCITY HURRICANE ZONES(MAMI-DADS/BROWARD COUNTIES). INTO THE TE BLOCKUN{T SHALL 1/4', DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B2) -3/4'0 SCUD SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONAIAY FACTOR Kdm0,85,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MUIMUM SHOULD STUCCO EXIST,AND I-MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7,9 THRU 17. WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE-EXISTING WALL,ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONGSHALI L BE FIRST - 0 COMPARE THESE W/EMAX.(ASA) DEStEGNIIND PRESSURESRTINGS�INDICCATED ONTIPLYING SHEETS 0.6 2N ORDER HTu 17 ENOUGH&0©R2)AB THE MAIN STRUCTURE BEHIND StiC!i PANELS.ANCHORAGE SHAH BE AS INDICATED ON NOTES ' OVE- IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.-A5 TESTED WERE NOT OVER STRESSED,A 33% (C) TO EXISTING WOOD FRAME BUILDINGS,SEE SPECIFICATIONS ON SHEETS 12. 13, 14& 15.ANCHORAGE SHAH:BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS,CiOL USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER,STUCCO DR ANY OTHER FINISH, STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANCHORS SHAD.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS'AND SPECIFICATIONS OF THE ANCHOR'S 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORT'S P 0321.01-05, y 0812.01-05 AND(7 MANUFACTURER. 0119.01-06,PER ASTM E 1886-02,E 1996-.02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 31 . TYPE (BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACIUUFS AS D[;F"II4ED 8Y SECTIONS 6.2.11,.11 AND 6..2.1.2 OF ASTM E 1996-02, 7, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 6.2 (SHEET 4 THRU 6)EXCEPT THAT HEADERS 2,3, 3A&4 SHALL NOT BE USED, 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. S. IT SHALL BE THE.RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNC44ESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS SJjAtI BE ALUMINUM ASSQZttATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHFA TO'StSURE PROPER ANCHORAGE.TMS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR STORM PANEL COMPONENTS 4 STUDDED PLATE AND Qg SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ALSO SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. THE INSTALLATION CONTRACTOR IS TO SEAL./CAULK ALL SHUTTER COLIPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411,13.4, LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR NSI 304 SERIES STAINLESS STEEL.WITH 35 ksi MINIMUM WELD STRENGTH. 10, (G)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT., i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6,ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SUETY OF THIS -1/4.0 TAPCON ANCHORS AS MANUFACIURED BY I.T.W./SUILDEX. PRODUCT.BASED ON THIS REO.PROVIDED HE/SHE SAES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4'0 S.G. tAPCONS AS MANUFACTURED 13Y ITW/BUILDEX. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, -1/4'0 PANEL MATES ANCHORS MALE OR WAS AS MANUFACTURED.BY ELCO CONSTRUCTION PRODUCTS. -1/4.0 X 3/4'SCUD SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (C)THIS P.E.O.WILL BE CONSIDERED,LNVAUD IF ALTERED BY ANY MEANS. NOTES: (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.C. TAPCONS IS 1 3/4%FOR ELCO BECOME THE ENGINEER OF RECORD (E.O.R,)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PA NELMATE.AND ELCO WAS IS 2', ,OF,THE M,D. , ENGINEER OF RECORD.-ACTING AS A:DELEGATED ENGINEER TO THE P.E.D.ENGINEER.SHALL SUBMIT TO THIS oLATTER A2) 3/4'0 SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS,FOR REVIEW. - - STUCCO SHALL BE PERMITTED. -1/4-0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1-MINIMUM FOR - (e)THAT PED.SHALL PREPARED LT,BEAR THE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL Et4GINEER,OF RECORD WALLS WITH NO STUCCO. - A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE,ONE LABEL SHALL BE PLACED FOR EVERY SHALL.BE AS INDICATED ON NOTES Ai)&A.2)ABOVE. OPENING. LABELING TO COMPLY VITTH SECnON.1709.9.2 OF THE FLORIDA BUILDING CODE. (B). TO EXISTING CONCRETE BLOCK WALL, -1/4-0 TAPCON,ANCHORS AS MANUFACTURED BY I.T.W./BUILDER. -1/4-0 SG.TAPCONS AS MANUFACTURED BY IN!/BUMOEEX. j,1;FlO1�i rye -1/4-0 PANEL MATES ANCHORS MALE OR WAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. }� THIS DRAWING SHALL ONLY$E USED TO -1/4`0 z 3/4'SOLD SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT& SPECIALTY COMPANY, Its C.i4 f OSIAIN PERMITS IN THE STATE OF FLORIDA r \G I Pd % �! No.44167 ,s FLORIDA BUILDING CODE (Non Nigh Velocity 'Hurricane Zono) Paw m,=4 u4 0.050" BERTHA ALUMINUM STORM PANEL as STATE Q' (2.00" DEEP.) "w1v 61. 1X1' '�E O p� EASTERN 4268ME�TALLSSUPPLY, INC °'a2�r: .�/�FYAL'L.•�� 'L• T1UJT TESTING t ENGINEERING COMPANY ALM B&rA•IL]3407 mss"sE Aas.a-sM,xa WYrA s+z�W,,n alae PW&C(%4!209-e26E FAY:(5:)841-0716t 7-097 P+as.,tmNn-.6v,r<.,twspvl-rosI _ ao�u LtG'ATI..,Ye YSALT6R A TIUr Jr.P.E. ate IS-Pn rn/I 1r SNLTt Y GF 17 rLORIDA UE.44167 ' ;---14,101'(TOTAL MdTH)-.»--_....._.__.......__....� -BJ51 (TOTAL P..4dTN)mono'(EFFECTNE tYong '&000"('EFFECTWE WIDTH) 1.070'• 4.s8o~.........._ rl -r 170' MAeYZ3�M &S.D. DEMN PRESSMW.RA �z (J23AND ^O a I I a6Go mr) { f ��s aPutnecE M 2.ozo - -4 -I A25d' g0.250" � yh° 4 P _ PANAZ9 0,T tEAS! -4 O 2.o2D~ -^ 2.620'I-- �' 'i-- IN am or 77M am FULL PANEL_Wf NE�rIMED EDGES HALF PANEL Wf HEMMED EDGES TRACIG4 OR FIRM MOUNTED OR Q* 14.375•(Taro 3flDTH) --j 8.415"(TOlA,4 W1dIH)---- ! 9w..1 LLNYetI AS OnM U-PAWL LAWN j 12000-(EFFECAVE WIDTH) I �6.o0O'(EFFECTw WIDTH)} (A-4 J P () 1.070" ...170" 1.070'-+ }-f 1.070"---i 4.1m. 1 *^ 170" 1 Q 2�'AS AP;VQ- ' �i j ` f 1 I •,r{ iJ0.0• -J0.0 rJ"-D• +30.4 -!0,0 /31-0• � � i 1 O50a(rYP.I I I +h���A �r'1.050'1M+1 } +J5.0. -JS.p r2'-8' *J.%.A -J510 12•-0~ +400. -4aO 121-4' +{O.D, -{O.D r1'-,Y' ci A. C4 ,_. ,......_.........._.....___......... +49.0• -450 J2�p' +454,-45.0 td=a' --4202D''-^ --t 2020'(-^ ` --i 2020"�-- ........_�. OPTIONAL FULL PANEL 4Y�Q HEMMED EQG 5 OPTIONAL HALF PANEL Wl- HEMMrQ EDGES "+9aa -D• III-o' +saa. -Sao 91-0• Q STORM PANEL SCALE. r14's 1' +60.0, -60.0 9'-4' +60.0,-60.0 7'-6' +740. -70.0 6^0• .+70"% -70.0 61v1 --J'-}• CONCRETE ANCHORS(SEE SCHEDULE)----+-3'^+ ,sa•o. -8ao 7'-0' 180.4 -80A 5'-6" i san.t +90.0, -9a0 W-J• -tsao, -Sao 9'-0• n tl 4 17 T i 7 ( _ -..�-_._...... �. +sae, -roa.o 5'-7• i9o.o. -Jao.o 5•_p• �^t' +90.A -Yf0.0 5'-J" +90.0. -t/0.p S•_p• 3w *90.0. -120.0 4'-8" +50.0. -720.0 4=9' v�5 +90.0. -t30.a 4'-0' *90.0. -1JO.0 1 yt MAX A.S.O.DESIGN PRESSURE RATING&ArAWWM A A . PANEL earl ML LY REMOVABLE PANELS AS PER MOUNANG INSTAUABOMS ON SHEET 7 OF 17 1S T'+ +Sao,-50.0 P.0,f. Wj B8'W.PANEL LENGTN. PANEL",DEUGH PRESSURE RATING'&MAMNUN LOTH WA 1-1 -,,.. _.._ M. MDUNTtNG AS PER ALIERK W t t sLYLt F4 SS 61IY�r'�Fri ON SHEET 14A AND 15 of r7.RESPY.ARE CONCRETE ANCHORS SEF SCHEDULE J'y '}}} ' � fG�fr EL ENa 00l�tYtR UP TQ PANEL 1 Lrm. STORM PANEL 1uPx. _ �ti�} j,• , I�$ ''a�' •2 TYPICAL ELEVA • Rt FLORIDA BUILDING CODE (Non High Velocity Hurricane Zona) No.44161 • � 02017 muwl rxc. 0.050 BERTHA ALUMINUM STORM PANEL L.c. }.-.f/4'Mox. GAAP rJ4'Mar, GAP.-� :- '• C i (2A0" DEEP) �- _ 0r{,aei Orr ( EASTERN METAL SUPPLY, INC °' 1T ZaM +` �. E C fl�>te. 4258 nupa0s M }w. ° 1l1 TILLIT TE5nNG fr ENGINEERING COMPAIM ?EST PALM BPAUL fAX 56407 17-097 Cry ,r P1ANE:{tar)2Ga"max LAC(50,:0,741-nre SECTION A-A " rS'j� � ffi� 6mumws n,3114 u,es ,e PNee i.t S7.Tv,i1C6t6)t-i5r1 ttw caR �,,y ,gyp „„ OR1N9.1"Ifo N r S " e..+<••'•` WALTER A.W"Jr..P,E. l3R u' • • MEET T Of 37 rtOFM Ut 41187 1 - RTS!•-- Q0 t6 DP.N 6.70 0 R. 0- S , ....._�. ' I 1/1' 70 S d4r0,h'NF' smr IrLlxn a'wL9rnn � g t>f srr T'"_... o rr a c e1 i) , rt�z nc rtl zittz""_" s'2Ra'b. lip .�...� �. T,T -.,so• ryN �fP .AaS'�G. .�._ .LV+' ) N PJ27 _!. .�_. �+� so ?.T7!' )A•--2723• F" TRACK 'ham 1HFADER © U BUILD OUT ® OPTIONAL 3' Max 'U' &LNLD our Mrenra U' HEADER 50 3' MAX. ANGLE BUILD:OUT BRACKET Tom >m-!' scar:179'_,. scar',JJX'.,• - .75C 'W I-NJ i S S!k'I �IIr1-- g FFF t •Jr89' t' - ^�".Oia•�_!a'8 7-20 NME SN0 ,�• -lP i s.SrLD �� .LS• )..• • I'ac SSFNEtC,frm F.NOAW YnFMO ro4ar�� U70";QlTVNOv g ®I u7cruLref�-T ,Pa S• r4 tiff tO61ri6N � •ala• SIXM• any�_a�. f xPro• (+Pxl @ AflNI WALL 1.75"x0.632' Q. _REVERSED F' ANGLE TRACK ® 'F' TRACK ANGLE 09 ST IDD D ANGL ANGLE W/TN STUD 1 2'x5'(MAX. scar•:.ya•-r' _ x1/8- 511W /8' ari[ sc1a VANGLE WITH STUD. h 2 114-0-20 I j 101 Sfk3 S ry _J.•� - ca1•jy 57Q0 1 - a.Jl7' ... 41AT ro T14 1 i..._._. ..... h� �• I � z766.xr� .091'• LARGE K£Y HOLD (OPTION 1) SMALL KEY HOLE (OPTION 2) Lws i ffi ann•.oss' .af 109 (IIr7N7Ntfay qi lsui,a/P•-,• ND ROLE AT PANfI aratrl:'4'.A- 12A ROU .J)s ss9 12 KEY HOLE AT PANEL l KEY HOLE WASHER ��� CEF1S ✓' alm-ld>.�w..wur .ewST Ip0 p P e'r ' No.44167 ' •� ��-.1r.5• - .Par lar � y �,,R.. ♦ .�. ' UR 1.175.. wl �.....� =-•T. n _ _ 4 4 ' AL t ,Ira ••�•�" +«....vel.... FLORIDA BUILDING CODE(Non High Velocily Hurricane Zone) 16 8.0. A0tol7 ftff A M,, 0.050" BERTHA ALUMINUM STORM PANEL t c 1 ssNAP�CAP x r:T!a •, uvxs uv (2.00" DEEP) aans!!t By. DETAIL 1: $nm.Wl ma NLI - 07/P6/!7 COMPONENTS 116IE G 0 Inc. EASTERN METAL SUPPLY, INC 7768 WEST RMS[FA: T{LLIT TE571NC-A.ENGINEERING COMPANY A'f5T PUL e1 n-.7]107 :•..n.•a uw.4e,5:..651 uaYYN 0NCa16 A yl� PNaVC(587)109-HIeJ,1717:(561JBIl-1716 17'987 Pgna:(3!5)8)1-1216.fe,,(,102/1-1211 CX4NR.'C Na EH-00071]19 arlamu« u!t 4uM s _ 1411.TEA D 1j. Jr.,P.4 �'a"w SHEET S es!7 FL0ia0A Lim 41167 9 fbnf. COWREJE ANCH0.9S h� i HORS - EE NCH0.RS CoNc7fCOh'CRCW'B1 WU1(SeeSCNEOLAf) ( scxEouLE1 .(SEL SCHEDULpJ cavr.� (OPEN pawn'"♦) .SOO' ..F50• CONCM-jr ANCHORS Aft. au srwaow AOR SPACM) eaE'.aCONCRETE CavCRE7fREOVOWD f OfAiRED2. (iOn1. \ \\v F.O. \ - 1 11 ��All —1 1'Nn.SEPARA+7Y111 ! �}•M' 5EPARA7JON t TO CLASS � TO CLASS , : , 1 ' ? ••,)I'Mln.SiPARATjrjy � ro L1UW j.l'llirx SER'ARARCI! , yy . ' ro aASS ` ' s4,Wotm w4 f f SECT/0N 3A rwrz �— a i If��Q CM NtIf o•' �l Wn6 w I G i .Soo. .rte i � .. POURED EA. N , �ry OR E0. 3 ' POlIRLO� 1 POU@7F-� Ra7UlREO i REOWRfO i CONCR7E / 1 COACREff - ' OR fop BLOCK WALL B�racK�W D f ; \ \ �+. \ ; y CONCRSCHEUU EJ / y i• 1tE0tA'IZfD E a , REOUREO 1 7•Aare 5EAARA770N f 1 r— COW,1 TO CLASS �fcvrn s»snra, r ' 7 �$• ? SECTION ® ANCHOR ,�//J cx7traTETf ANC770.¢SJ �" ( s )`^`'" '—fes, (sEL SCHEDUtfJ fi cw. OPAON i2 q 9 Go 1 _,S'ECT/ON 3A f WALL MOUNTING INSTALLATION t �. S£CfiON C ANCHOR SCALE:1/Y'. 1' 1 114,A20 x J/i' i XIIR SECTION 2 / NVT '.CO1NMETE £ORCOAVACTEARID EPoRfOUrRED�CO 7/8'r�/•a' f !:a mF 015r,NCF ____ .,OR µy.,� NUT O !!yy (SE. Conf.REOWRfD EYLRY S7U0 a SH£E75 9 d 70 d ffJ CorrcRElE ANCNORS7�rp.•a a (SEE Stxif011 ' f0Fm ic7SRroN N SECTION ® STUD i TYP. TOP/BOTTOM LIA MAI WALL MOUNTING 1AISUALLATION NOff FOR CUVEAATICN OF SEC770NS: `y4;P�'t 1,d(QIF:SNAP CU SECTION 4 11 ' .3C RFJLI7N C105£D AT HURRlGCNE CONOR70NM SGti[:1/1•� f' S£C17ON®S7U0 WALL A10UNRNC SECTIONS CAN BE \\\ ,�•'`1 ', 1«. COMBWEa IN ANY WAY TO SU' AMY fA5TA1fA77ON. \\ {YALE MOUNTING 1NSTALLATION FLORIDA BUILDING CODE (Non High Veloclfy Hurricane Zone) SECT/0N f. scuE`/�?"® T• s 7 °awl rurcca me 0.050" BERTHA ALUMINUM STORM PANEL La (2.00" DEEP) WRAxw a Q'Q,£f :WALLVETAor sfcnoN®sTun vuro A1S0 FCR -- ®�' ��" EASTERN METAL SUPPLY, INC W)nb/1 WALL 4[O7rNTWiO rNSTAL1,tTp,N-•SECOON 2 OWJ . • ,\s IL E C_O wig o w.. '• '•1'�+��,i�' TILER TCSTMO R ENOINEERINO COMPANY wmr R.�x , Of...•T } wsuiirsr.A (yW,fANea}sI-,IrWl.Isrl pNwB:(WaTJao9-max EAx(SarJetr-r)t6 17-097 .AL E9-vr19 WOmwx Ab ViALTER A.TL1T7 Jn,P.E. ' ao W'W r s SWEE7.4 OF 1] RORIDA M.4tifi7 SOLID SET,OR ELCO mok PAN£tLL{7E OR S.G. TAPyYr.NS W+NC NUT CO CRETE ANCHORS f.D. ' O©OR'© W/t/�'G-20 SrDEWALK BOLT OR 0 \ O Fl2r O.C. (SE£BCH£OVL£) �a COACRETE'ANCHORS OR ? IV \ A7 PAVELMATES "-_ 'J Can(, 1•u'A.. CONCAM AnrNORS E.0• (SEE SCHCDV £D: Q ®/fJ W/7/4 0-20 7RUSSNPAO Bar,*+ C£� I- OR SO.TAP.^ONS !SEF SCiCDCLF) 7 rr rSff SLNFlWLE POR SPACYNC) I j PDUfiED COAY'FL7E i P OA'CFtr !'-sl,;.a 4`. �T-� txEDtJ1RfD E0. J-E0, �.o is t -�(( coavciDET£ t \\\\\\�\ \I. \ \ :�\`\ ; rp. POURED 5 REOU4RE0 1 t ' -- OR CDVCP.EIE 43 oo iACTERM1ATE i BLOCK WALL !LEO LDCATION� t REO(i✓I177 \ ; 7/4'0-20 X 3 4 r i i j 8OL7S 1 7/1/ 1 IxJ/32 PWN j I 1 IV 12.0.0 r $$$ "apnow f1 CONCRETE AN'Cri0R5 (sLz SCHEDULE) , SECTION 5A iSLI-149 \ f 47 1•"IRn.SEPARGLASS RDH' 7 r TD G1A5S �J•M:n. GLASS lXMr S i„" 5 i (O 6U55 ��++ 3 ' w POURECONCWEN D FI (0 CIAI.'' d NEOWRED 4t i 1 -� H i w Hives_ i 7/4•0-20 V132-72. VENSA7D J/4'ss Dazs ®72'O.C I IYHCTifillxo/J1• f t ; 72.0.C + CC6PoMF7E i r OR 7 I t La25• n2 i - tont. ° i &WCX WA:4 w / 1 oarroly s2 r ; PCWREA L'ONCRLTE 1 PPURED CONCRETE SECTION SA e£oDwED / RL72WR£D / { SSE t<HORS�I� CONCRET ANCHORS/3 / SOLID SET OR UCO mato F'AULLW7E OR SO 7AMONS f / r5E£SC7fLDULL) E.Q. O i®OR(9 W1114-4-20 SIDEWALK BOLT DR C!:/ ®OR 1z(�,W1,J W/7/4'1+-20 MUSSH&W BOLT t 4 C£JLING & FLOOR MOUNTING rs££SCHEDULE FOR M?4=0) CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION jD M INSTALLATION — SECTION 7 �,'7 TO GLARs4TLN —Qt JNSTALLATION — SECTION 6 — SECTION 8 SCALE: 1/2• 1• 1 1 71 tO JP 2', SCALE:1{1•. 1• SCALE: t/2' t + EY£RY S7bD i0/2.0.C. . + tbnL I r 7.725' 1 / ! /i /f, r•i1/ / t}Ditl�r taaaATjQj,NF POURED CONCRETE D. LDGl OfSTANC£ �r,(- REOWRED `I / (SEE SCHL7XPE DN Ya '�y; CQVCREM ANCHORS// E.Q '/ SHEETS 9 B 70&Il) g\t fir' ,••': + (SEE SCHEDULE). i 4YVpti� 44.16'y FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) . I j `, 020177L7EC0 ac 0.050" BERTHA ALUMINUM STORM PANEL. tc NOTE FOR cYrATNA7roN CP 5ECT,ONS: :' v. (2.00" [SEEP). (xt(urr a'r; BUILD—OUT & FLOOR. MOUA►TJNG wALL/PLoaR/cEUNa nrovuauG sEcnvrrs CAN BE (� ��' EASTERN METAL SUPPLY INC 0/g/n, COMLUA'fD IN ANY WAY 70 SUIT ANY LVSTALLARON. x`4 f�7�„(-�r•�•••,a tit T gg7C INSTALLATION — SECTION 5 (7 s Le 1 � Vul...... is TILLIT TESTING h EN0INEERING COMPANY kEST PALM BUGt TL.JJ407 SCALE:1/2•- t' U l/iY7't FF ri' �K��a{u.a..er aos,aaeNH�nmr,n mra PNwrc'1560209-W61 rAX(561)847-1176 17-097 Ptav;'('AY)971-I:Sa.7w i(S:lr071-1171 C.PAXINC N .r....D<7 i. 719 WALTER [nwraD wi -sa1n1 .WALTER A,TILUT Ji-P.E. sa-n.7 D~ SHEET 5 O4'(7 f oM.A Lk.{{187 CONCRETE ANCHORS \ (SEE SCHEDULE) E D. SOLID SET OR ELCO mole PANELIAAT£OR S.G. TAPCONS Ot @ OR& W/1/4 0-20 SIDEWALK BOLT OR 0POURED �C 71810 x 3/32" CONCRETE O OR2t 113 W1114-0-20 TRUSSNFAD BOLT t t WING NUTS 0 12"O.C. REQUIRED (SEE SCHEDULE FOR SPACING) S.G.PAAPCONES OR 1 t t � I 1 1 4 COn1. \ s POURED N C NG,R,'bY�' i # I E. D. EDGE DISrgNCE \ �\ 1 i t (SEE SCIT l ON SHEETS 9 k 10& 11) NOTE FOR COMBINATION OF SEC77ONS t.i 1'Min. SEPARATION t 70 GLASS ? f ? WALL fFLOOR/CEIUNG 140UN77NG SECTIONS CAN BE 1•Min. SEPARATION 1 h COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. TO GLASS I 1 i 1 SIDE V/ALK BOLTS ARE 314'Qx3/327HICK HEAD MACHINE SCREW WltENGTH I. AS PER'N07ES A.2 R 8.2 (SHEET 1)t 1 T/8"C x 3132" 1 c + + VANG NOT 0-+ I # k 7RUSS HEAD BOLTS ARE1/2 oxi 'THICK EVERY STUD HEAD MACHINE SCREW W LEND 1 i 4 Q 1?."0. C. t AS PER NOTES A 2&''8.2 (SHEET 1) 1 WING NUT a--t I I 1 EVERY STUD ,1 1 ConALTERMTE LEG t. 1 >i POLJREO i i LOCATION CONCRETE OR CONCRETE ,'e1 f BLOCK WALL REQUIRED i 1 POURED -it",' 1" --- Hid !j REQUIRED SLAB r i! OF -�` SLABAPPtI ABt£ CONCRETE ANCHORS' ,F ".... ...- CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE) -aD.— MING & FLODRgAfOUNTING INSTALLATION Cant. lb iii + •'' FLORIDA 9UILOINO CODE (Non High Velocity Hurricane Zone) "My T7tM uc 0.050" BERTHA ALUMINUM STORM PANEL Le. WALE M0 UNG INSTALLA j70N No.44167 (2.00" DEEP) By, j i 7S - 4 EASTERN METAL SUPPLY, INC o'wie" SECTION 9 Y� 6 11TECO,xz. .21" r o f TWT TEsnNo 9 ENQINEERINa co PAW A�PrlME��C,,A ,, 17-097 1 1 rna ue.xa w aa.xxmu n.n+cr pAus(M))20-42874 rAa 188(047-,f,8 SCALE: 112"= 1" �'•6� '•' �ry i! �eme.t `` tl a Genet' '"?•`o tt u..a am n i c.R iaw r awn+mr rM A"o-lc Nn A. _Srt./t9AL� tit 1.1ER A,iti11S7T JrtttV.E. ba(stir • sNUT 8 er 17 w? w,.ristt" }L7 Ac, . 7 1/a MrA `2' ].112 PRtCX icT.NER // EX/571NG fuY�;R9T.+ON TO 'M,4r' MAz / 7 Ifa•kst. 2' --�3 r/2' dRlt2C YELNER GTfNCRc7E P10C,C PE'N£lRADo 70 uaY �,•",�r " &2'itf CONCR£P£ �' C014G'R87£MOCK _ °'y% �a To caNtRErE i s r' ____2_ ____ _ _.,.__ ... /... f,„„. _ • 3 Cunt. � � � �/ r c � .. ,• r_..,,M_ - 1. SS7 �._W���_. ____ _ _ !` r•._7'" .__ :� cant. ,J s f 70V,/ / it�' fJ � �•,� J � �� POURED=VcRETE ~ r 4 a a EL^D 0'C .......SIr. \.. / pANfiLur rvAs A+cfmRs oR r/a'o ST£cL ANGLF.Luf1E1 ; \ I 11410W ftca moa OR COAK.Qf7f dzOGC•.j TAFCONS OR f/4. P PLCO MALE AS APPUCAP:L' t i PM REO CONCR£7E `� f PA'JELUVE;WS AMCHORS OR t/a'0 STEEL ANGLE'wa WALLBLOCK } . REOMIREO , , OR CONCREtE -1 �. PA'C"Ara(SEL SCIMI)2E FOR SPAC9X), 1 WALL RECO.IREO YAPCON5 OR f/9'0 FLCO hfAIE AS fr'P11CA8L£ I , t ; PAIVaAI TES(SEE SCWEL+ULE'FOR SPACINM). w t 1 I j} naP oa a� SECTION 11A OPnoN(2. SECTION 11 TO GrassS e s1-10 314'u POLIS W/7/d`0r i i �•'�� f 3/32•imc NUT t2 O L E ` E.D.- MCC GJ5rANCE (SfE SCttEdtttE Ml� S a to a r r) E PEN�rxarnN m / / £xrsrr G i I + 3 COEICRETS PLOCN ° e^• / "'' MZASNtNC AS 1 °HIE WALK POLIS fRf V7,4 xJ/2WCK & SC T'rd cONLa7fTF +'�`.� f Ar4'LYaPLC i PER NOTES A2 �.2(SN^fhlEr f) / NOI£FOR COMBJNATION OF SEC71WIS + t r WALL/FLOOR/CLIONG MOUNTING SECTIONS CAN Be TRJSS N£AO PO"S AR£1 aN/d7N1CX //aa 10 MALWA .SCREW i'llrXGRi " w ¢ CLMl8tNE0 1N AFlY WAY TD SUIT ANY JtJSTiU.(�iTJON: AS PER NOTES Aa&sa(SNE£r 1) i 1 I S � 3 'fl n���l�3�x�•�_—_� 4Lnt rtftgg�rLFr#,'cpJJ^r,rtox�s EXr5IJ.NC iaLt,2 y L i..RACK . POURED CO.4CRETr flabxe'z2w mere R FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) GR C wx E'T71EE LO 0� PARELMAX nas MiCIIORS OR 714•o M •' + TAMONS OR 1/4'0 ELCO MMC W 4 crin IUIrM INC 0.050" BERTHA ALUMINUM STORM PANEL L.c. PAWWATES(SEE SCfIEOULE FCR SPACrArc). µ �� (2.00" DEEP) aaum Par 07128!17 "�' �_`�� EASTERN METAL SUPPLY, INC BUILD__DUE INSTALLATION O tNc. 4168 WEST ROADS WW SECTION- 1 �rA,t �• TssILs UTw TEE.STWu.G s�&..aEuN,GvIaNaEuCs�RIrNnGu,CmO,MnPAmNuY Arsr PALM as4OHf.„M401 phaN€i 060.v-8264FAX'("OB41-1710 17-09,7 �r(tAsya>:-IssB.ea.rts431a7f-auf ,p,w SCA1£:7/B'A i' U,) $#E9 L ' EB-000 71 . a19"uLl -M 9,VN.TEAJr. YE, SHEET rxn SHEET M6N.VG ONF or 7TLOm tc4fe7 AmKcrnT INIERLORLY ALatACEM TAPCaNS PANEL""'\ P--REMOVABLE /-^'PANEL CONCIrEIF ANCtrORs :�" � , 'TM� X. 6"a a WI 7 1/2'M"n. THREADED 114 Akrx. cAP L STORM PANEL J t/3' Ar e"as `�, C!' 2 PON TO Ewsrtr+c W000 q>i Ci E t _._..LN'.E � 't t y ^^7 .•""L`.l CONCREIE \ t "-I:IYDP TRACK R �° 'ti rt`? ij { T•—.•.• •.....__. I Ca E ; SECTION B—B 1. .° ` ate,.. Cwt OTORP TRACK ANY F.F < WOOD ' SlDEWALX FOL rS � ' REOOtRED i W/7/8'Y 302" 117M NOT, OVERtap.._...-........................._.�.� w 83 8 (BOTT) _....___. r t7A,t28 a (saTT) A sl18-2 BOL74. S I I/#'_2QXf'as. j -_ PANEL W/7J'8'X 3/32' mmy c ? lis S1DEI7AUt'BOLTS_.+!''��f I..7/B'x JtJ2• CC # N6NO NUTS A7 i RL'M'OYADLE' ADJACENT = F W7/811 i OY£RUP I srORAf.PANEL r M PANEL y f r "' M GLAW EVERY TW It f�' _,.St"Afin. .SEPARARON I N9MC NU7s Ar M.�'�� ` TO GYJSS I o OW AP $ t • 0 12•a s / CO.ti'CR£LE-•%/ "; 1^t4' •„1 I t I dd ` i t i f{ OR CONCRETf._...•� �'A ! EM BLOCK &m f�5'SL1D I z i ! f i ! II E ' I� i t•': / �,,,r 4 12"O.a ELco PANELuaTEs s"set OR S.0 P PCONS y OR SG TAPCONS W/2'At1N. OR PANSIAHIES M7Om i O�iTb•0 r,\# FEN£TRATION AT LID:YfDrH BELS C`A7 ADJACF.Nr f OP PLATE 0 6*Or- .. 0 ADJACENT PANELS a(sort) i 2A.129 110,s Non) WALL MOUNTING INT LLAT/ON WALL MOUNTING WTALLATfON SECT/OJ t 2A : r/�'> r• SECTION 128 SLE: 1/2'a 1' INTMORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL S£C�IONS PA IAL ELEVATION. tA4X. A,S.O DESIGN PRESSURE RA77NG = +5'0.0, —50.0 ¢.at WAX; r 1/2'a r' xxT'g171ii i:.Ttr77" x� '3 1.t5 '•, — FLORIDA BUILDING CODE (Non High Velocity Hurricone Zona) . g� roTa:a Ir TTG»rra 0.05fY" BERTHA:ALUTAINUM STORFI PANEL LQ n` 6 ._ (2.00" DEEP OaAWN s7: I■■�� ■■ EASTERN METAL SUPPLY, INC IMM L I 8/El7 I E tiY�/►O mc. .7268 WW Rimas ORNS ,xi VILUlT TCV!XU t ENGINEERING COMPANY ——Lu 67.AC1L!t''1'1!07 17--097 e� `•yd 625 NST. N.5Y.657:WM}TS{6.4SQR.7L j1f64 PHONE(561�2Q2-e361.'rAK 1551)3#1-1716 V pq•,,�' SS 7yE iTwo.:tAxLsSarw?4OoOS]79 i�57s7hIaA ar.n M r+n wv.w nn.sw NuwMG No tY�L 114 W iLiOR U�c.iit67 x ao 16-eu SNEE7 7 or 17 ?14'0-20 S.S�VACHWE CCN.&7E M N V'&WASHER REOU= CONCRETE AWHORS N N 2 716'x JIJ2' f-2.500' (SEE SCHEDULE) awaRm ANCHORS WO Nut 0 FoUqED cc Ror 0 12*0.C 2,500- cmt. '��EVERY SWO OCK 0 12*0. C. CW PAM -1 t�)j" -KA'a-vi N N I'Ar., POURCO r.a 9 CONtREW ANCHORS CONCRETE i 12-0.r- j REQUIRED 2' 2' .055: ALIERNArE LEO LOC4TION 2 .5 -055 Ah- Wdrtr 2* 4' .12Z5"— '080,J105- 1 AMICIALL W.- 3105114 OR 6083-YC ALLOY C�f.A&-A'=E SEPARAWN TO CLASS CASE A 6EIgj? r APIrm) scan 114 1. SCALE. 114" 1' T 6063-TS ALLOY C�,I.Al...Wr WRI ANWORS 0 12'a r- KING NUT 19 12'a C. HUF AWa >_114' I.Wo, "Ifs 31 I CIO, 0- "... " WALL REEWED RCWREV OCK SE D (Plan) SCALE �14- I- X - BUILD OUT DISTWXE CEILING & FLOOR A40UN ........ INSTALLATION - SECTION I 2"U- x SCAa-1/2*- I" E.A- EOG-01STANCE 114*!HOLT 4 4'..072' (SE X SCHOUt-1 0:1 0 24 0.C. 3;A-0414 OR S003-T6 AELOr -W=alto&11) 1 W1J4Cft74VT Cb�L A&m AWLE' )VO7F FOR COW81HADON 0�SECTIONS CA SE B CASE E (Plan) Ivmj/naap'WwlG ummaxi;SCCIMNS aw BE E 114 1 I SCAL CCAIWIED W ANY W4Y TO SUff AVY.04SMIJAWM END CLOSURE'S DETAIL ry ......... 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DESION PRi$5(,%,E WlIX oy/u/)y ALTERNATIVE AND PANEL LEN5INS AS PER SCH0114a ON SHEET 2 Z ' O«+,• EASTERN METAL SUPPLY, INC , IVE 1 2,SEE MCHOR SCHEDULE CM SNEETS 7B& 17. —KEST ROADS DR&T SCALE,f/?,- I" TILLfT TESTING ENGINEERING COMPANY Pr`MW&ACH,rL.3-1407 J.FOR NEW WOOD FRAME CONSTRUCI70N.,IWOO MEMUERS TO BE SOUTHERN IWN.,'MY1209-420,ru.060eor-lyre 17-097 AIRE No.2, W1 SPECIFIC DENSITY CP 0.5$OR COUAL r. 4,r7I-,A1M RO No ED-00OC719 l—I — 1— WALTER A.TO.LiT JWPI.E. an rwx rAIL,Li,441 12 or IT ,.•t-h^,'--r,� : j�rff'o WCONS.. ,a rA Rm f `•+r;�"• *1700 ti£.aG£A.(5£f SCI+EQULET _.""' ^—». .•. -- „^i' -... i{- r�. / t ;• IL r'AuuAA.t•" s,.,,r .m£Q,._. •�`.Fi_,. s., ._CfL:_ n,,..__ -_ .f i f t i' r•,s'A rfs• ... l .._ ��* •� //2 ti` drat Man, TNOE W/ •' f i � � f �--7 itf/b:JJs• ' f J 5 114'a s yfa' �� r &H�m t �fSC SD¢Dsx . LoC4r£sr ew ! b"GtC Gt flu ,A at. Ar uO"Pt'OF UePLD f j i ErBTJM KWD 8 edAL i f. 1 .• r ' i 1 raAaNALDD+I } r/s' s£FArunDN � f E wt 7/D•�JfJ27 f . ? t f CLASS I i FENE7rMDDM it Nur o t 1 W OPTION./T ALTERNATIVE SA A LMR�ATIVE_8A ALTERNATIVE h^ saur.: r12'. r' W sc":712' r' (LIMtfED TO +60.0, -56.0 ps.t. DESIGN LOAD (LIMITED TO +60.0, -660 ps.f, DESIGN L040 <4 ;. AND UP TO 9'-0"Max, PANEL LENGTH) x AND UP TO 9'-O"Mow PANEL LENGTH) t J'.Lsn K ............. _ TO CLASS f a DON i ;s ; .i'.... 1hf rlEtR;JL(S€£SgfEDt2Ej i I'min. i 1� r`u/n, i 7,g•x,r/J2•i i i -"�1 Gantj«1AIII- ! ii rb OtASS f ri ati£RYNSSnA y ! f ! k, �:� �'' �� z i 7/6•w 3//.X2' , ! (''(� i � ni a 0£CACR 00 i7 } 2ilb WOaO i f 1 •iy{1 `;i+ ....i •{vOGD fADLrt 7 �..,� way aED'0. , 7 1 1t i 1 .• �R£OWREO 1 1 t i Gant - 1 / t _...,.,,r'%7 _.,,' 1 .2'N s•PIA i _i REO(A?LD i; '• 7/s'b lZCP PAM" ' OP�TDM,I2 � w._ _ .__.._. »..M.�� �,_,..._.w.» .,.._...__._.•.._-t t `^i ,``�t: tars txr sc,rwcons ALTERNATIVE OF KAM 70P.b ,. D01TO1L LF) OW r ......i.»__......_....._ .......... {sEEsc+�" ' Dutr•) LSiECcSLs£c.:raLL6T £.. Lr{ '""'" rtet(t� ' � /E84 `�."''��iEi�,�'•'•.,�.fs=a ALTERNATIVE 8 gLTERNATIVE 7 +� ' saLE r 1f2'-r' f t i Tb"rJJ2" 507ttDG x0T6: `',•cR i 2 X a»O00 7.DrsrAtLADCNS Ali£ONLY VALM MR 90..A.S.D.D.ESIOM.PRESSURE fAWO �• mpr cant {role Poe corernunaN OF SECDONS: .,rr``'• ORij •• 5` t 0=aEov- — _..».. i AND PANEL'S LENGTHS As PSR SCH£WLES OM sNE£1'?(EXCEPT AS NOTED) {�` •, , +'�, 1 ..._ 1` „..._ _...._. ,2.SEE ANGNOk scmrom£'DN ShWIT rs a r9. W,1L'tJ}2OORJC£ttiNO LffJUNDNO s£CaONs cau D£ '. i'{ �» ct�3C'L�pta. f COMM IN ANY WAY TO SW ANY.MSMILARaV. r9lAL�^ -1 FOR NEW e57DA FRAM£t".ONSTRIIGDON:WOOD Yf.LfRERS TO B£SOUTHERN «:rssrr`'st�r+ z Pave tro 2, Wf SP£Gtrc DENSITY of 0.55 OR COWL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) a¢aIT TV=ua O.DSO BERFNA,ALUMINUM STORM PANEL L.c. r' (2.00"" DEEP) D21WN err �Ifa•A TAP, Iy�1�A ort2s/r� w�r !fa mw.. . EASTERN METAL SUPPLY, INC Car, ism "Era+"o" �0✓iMc, +290;war arias caa� T{Lur T¢srao t exotrtEsa}7!o couFUN wEsrFALy ectc"M xum T7-087 ALTERNAT/VE 5 .*:_ 9;, 1R0.iM f ta*�fmtae P++rwE{uyams aasx+�x tsar> r-rr:s � SCALE:1f2"- r' ° fiaA..uarc'"iei'G •o awe 1m�sna wr strccr 13 or XT WOOD TRUSSES OR RAPIER 1/4"0 LONG ELCO 0 24"O. C. REQUIRED ...,_. },\.'"'`•. ,,'',I PANEL MATES OR S.G. ":. TAPCONS W/2"Alin. -••..,—^ -- __..._.i •'"`,� f ITHREADED PENETRATION s •�-----•--_..... .„, —To EXISTING WOOD HEADER (SEE SCHEDULE) .`.�•- . f j { / ��✓ /t Ng c t - 71610 x 3/32" U= ;n. (61)63-T6) 4 tl: I WING NUTS 0 12"O.C. j Alam. TUBE Lt/ (3) $116'0 x 4" ;14'0 x 314 t : LAG SCREWS TO 1T4Y✓BUILDEX EACH JOIST. i I i TER S'CRFKt"' l LOCATE SCREW 0 6'•O.C. ! d Cont. AT M/pW�71T.Y OF WOOD HEADER REQUIREDj yw, j ° i EXIST/NG WOOD I MEMBER(2"Min. i 1 t i /�`� NOMINAL VJ,'DTH) O/ ! I ".1 Y 2"Min. J THREADED ;'--SEP.ARA17ON1"Mtn. t # M PENtTRAT/ON. 6 GLaSS I !' w -�1 SEPARATION t., t i ( TO GLASS I x i ! i q i i ti ,4 i 1 i W _1...,..,_ _^.,. .._............::M;..^. _...._.... W .__.. x. ;.^..^^_ ^........._ . z AL TERNA TI VE 1 OA I i t r�8"P 3J32 �+ WN"NVr 10 SCALE: 1/2"= I" v i S � ftcm-slvo (1..IMTTED TO +60.0, -66.0 p,s.f. DESIGN LOAD 2 PIOT£Sw^ AND UP TO 9'-0"Max. PANEL LENGTH) 1. INSTALLATIONS ARE ONLY VALID FOR M4X. A.S.D. DESIGN PRESSURE RATING j & PANEL'S LENG77;6 AS PER SCHEDULES ON SH£EI'2 (EXCEPT AS NOTED) �................ _ - 7 2. 5-E ANCHOR SCHEDULE ON SHEF,T 16 & 17, ! 3, FOR NEW WOOD FRAME CONSTRUC770N. WOOD MEMBERS TO BE 71B'0 x 3/32" x SOUTHERN PINE No. 2„ 9V SPECIFIO DENSITY OF 0.55 OR EQUAL. d ! WING NUT 9 -� � 4°• I EVERY STUD i 0 12"0. C. ;. ry} M i NOTE FOR C0416INATION OF SFC770AIS 2"x 6" 3ti ) ✓ I �' Cont. j WOOD DECK WALL/FLCOR/CEILING MOUNTING SECTIONS CAN j C} - � i 1 OOfl" {NOUIRED fT1JISH 'COMBINED IN ANY WAY TO SUIT'ANY INSTALLATIO!m� 4 10 1dtN. /A—LLQWEO) 41 'fT 2"x 4 PLATE Cont, 7 I `'✓ ljd"0 TAPCONS 1 112"Min- ^^, . „.... THREADED PENETRATION ......^. ...._... ......_ ....,,,., CKT �sFFDs"c°DLILE)PLATE. i 1 4"o TAPCONs / FLORIDA BUILDING CODE (Non Hlgh Velocity Hurrloane Zone) ALTERNATIVE 9 TH 1 ED 1 Mn. V"17 raresa,rua 0.050" BERTHA ALUMINUM S70RIA PANEL Lc ALTERNATIVE 10 THREADED PENETRATION SCALE: 112'= 1" (ScE SCHEDULE) (2.00" DEEP) DRAM Hr. SCALE. 1/2 1" `���'�''�'�p"�"q'"'®` EASTERN METAL SUPPLY, INC Di,2al;! INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1161E t:V INC. V P M S CY,ft.J34 TNJJT TESTING tr ENGtNEERINO GO>aPA"!Y NYST w FMLN,l NE. cul xx'3 n u..s...you ww,nt r axxtx n..ute. ;WCNr'I550209-8262 FAN.'(s61)54f-?M 17-097 FTaap:pw4ED-0006u (.Y8]y]1-tWi RtX [lYr&Ttta Ntt tlY.W. NRt - mR 42!HahC Nb EB-0806T4 WALTER D T.- Sr.,P,E. as ty'us SHEET 14 Or 17 - rlORiAA LEa 44t G7 min, PEtt£�R7A71ON Avr.' 8RLC1C SER iff CA8'ELCO mala PAN AWE t 7/d'AP+. 7`. fXlS7A� 7YAS ANCHORS OR Iff o 7ApCONS PfttETRA7ION "l+a+.`� rBRKK VEFNER r F/4 0>8'FLGO mato AM'ELtfAT£ (SEE SCHEDULE), f (SEE schen 2B TM ANCNORS OR t/4 P 7APGONS 250" e 500" S - 250 ttlER HEAOFR-WOOD t REDULRED f i s s PEOWA£D �li ` s i g6 fxrsRNc I � fa7srwc I -STEEL ANCLE UN7Ed �S7£fZ AAk.LE GNTEL -t AS APPUC4&C i ii AS APPUMLE Jr. SEWAMY t 7Lt CldS✓ l Y�4 t, rO CLASS ii , i Si opuON,r1 0 1pom ALMMITIVE 11A ALTERNATIVE I „ r , X07M t 7. 7NSTALLARONS ARE ONLY VAUD FOR NAX.ASD. DEVON PRESSURE RA77NO rxiotit AND PANEL'S LENG7NS AS PER SCHEDULES ON SHEET 2(EXCEPT AS N07FD) '-BAtGx amcK �7--' SILL i. 2. SEE ANCHOR SCHEDULE ON SHEET 16& tT. W� i `, 3. FOR NEV!WOOD FRAME CONSTRUC770N.• W000 14EMBERS t0 BE SOUTHERN t + PINE No. 2. W/SPECIFIC DENSITY OF 0.55 OR EQUN.. L ✓ QaSffJ V AS "'r r rAHOW MR CoAfamrION 4l SEGRGNS PfNE7RA7A7N t � , WALLfFLOOA/CE21N::NOUNTLNG SEG7IGNS CAN BE - ...1."l' p CO4I8RIEO IN ANY WAY TO SUI'ANY 967ALIAROH. F ernr I EX13Tit.'G✓ 1 �S 2`x f'5TUO5 O tB'O.C.Alae.REQ'O _ �-'AM� ALYH4G EXISDNG I 11410 r H FLCO male pAH£LLMTE...3 .� AS/per HG BPoCX SILL�,j 114-amts W.%'-A5, 7VA5 ANCHORS OR 7/4!7APCON S ECAWuOf OF 7NE (SfE SCJr£DULE)TO EXI5JING PLYiWtOD.FLOR7D4 BOLDING CODE. t2`O C. ALTERNATIVE I r tlltrdr•�si�i�*,P BUILD—OUT INSTALLAT/0N +,,l.f(� fl. I�ttt"'r SCALE: 1/2"e I" Se �.T,.,•••..,...,, y+ *VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, -60.0 P.s.f, FOR UP TO '� ~• FLORIDA BUILDING CODE {Hon High Yeloalty Hurricane Zone) 78"PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.f., FOR PANEL LENGTHS GREATEjt Q. t 020+1 mmm ra 0.050" BERTHA ALUMINUM STORM PANEL Lc THAN 78"UP TO 708" d: = y (2.00" DEEP) 1pAxu W, ot/oa/n EASTERN METAL SUPPLY, INC a4M INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ` ° �G T`�8 -` "m fpa-mL�'a' r' V` i TrLLIT TfSTfNO Lk EN61N[EPiNa CQNPANY t4��L�r��t1,11 �',. ar:a x20 sea.sc. szw xwrw a+rrams n usN plfORrx(aar)2aa-alsz asr�(5a:�4r-r7ta 77-087 U31lvrytai.`,.s Me.s Clan=ieu,re,(warms-rest a..sa asserc+ cac .n.r aoaysa+ wv a4Aawc Na •••• efAFU A AILJt de.P.E. Si M14AOrri F2aRiAA Lie."if 714'0 TAPMVS W/ 7 V/2'UN,TNWA00 P£T1CW7'ri 10 EX+S/NG y iYi. iwcD"ER 7/<'n-2D S S tUCNrNE' 1 actT w/NUr SC"LOULE ar wASTrER I, i 1 j t si 718'r 3/32' 1 )^ waN�N A a 6 Cont - r' Etvr STUD •A Oi ti I S 72'0.C. 1 4 E s REQUNu4DER N REOUiAED i I 7 r I TD GLOSS 1 W �1'W.SFPA7t0T10.N � i I M I C I j � ': • � '� �-S.S bbt;S W/7f8 u � 3132'WSNC NUT m s � 12'0.C. 2 X 6 wDOD ` PLOT£REQ?p i ! ,- i I �T.a1o' '`-''Cant ., .,.,,,....._..................... S.G. TA?C04S DR 7/a C U'S Q4 .....,a .\._........_-..-.,,.,,-..-..� ..,.....� PANEL NATES W/FULL THREIDW PGVZ1Wr0N 0 '-7//'n IWCOx5 PLn4DaD. (SEE SCHEDULE) ©/7 1/2-10N. EXISTNG Nin, 1/2"PLYWOOD n*r4PCO PENCTRtMIRNO{17PJ W/AA.S7EMM'S ATE'SLs1E0USFJ RIO STUDS AS PER 5ECT10N 2304 or 7W ALTERNATIVE 13 aMDDA WILD=COIL. =41E: 1/2'- f' ALTERNATIVE 14 NOTES.; SCALE 1/2•n T' 7. INSTALLAnONS ARE ONLY YAW FOR MAX,A.S,D. I)MON PRESSURE RARNG * VALID FOR AMY,, A.S.D. DESIGN PRESSURE RATING +50.0, —60.0 p.s.f FOR LIP TD AND PANEL'S LENOTHSAS PER SCHEDULES ON SHEET 2 78"PANELS LENGTHS, .AND FOR +50.17, —50.0 p.s.f., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE,ON SHEET 16& I Z THAN 78 t,j.J¢Aer43,;p6" 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEURER$'TO 8E SOUTHERN IffgT PINE No. 2, IV/SPECIFIC DENSITY OF 0.55 OR EQUAL, gy5)q��'� hh iV};7 f` o.44167 FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) NOW;(.tR ccNRtwtTAaN of SEaT,axs: * 02017 TUM,rh'c. 0.050" BERTHA ALUMINUM STORM PANEL LC -- (2.00'° DEEP) CRAw71 sn WALLCOU NDttN74sLY.AY T CAN st ` " EASTERN METAL SUPPLY IN.0 0712Clf' Cau&1NF0 1N ANY WAY 70 Suri ANY 1xST.Otu7�.^rAy, g( �^L✓ t°- ILL E s rt7E• ,! 1239 WEST ICK ,M4 TiLUT TESTING&CNGINLERING COMPANY wF5T PNL 2W.r k' 53107 TT-DS' a):a N.r,.•aW,al..Sw Jas,vwnnu wa.7a+s',iL 75:26. Ph'oNF'(3002D9-3767.r'.w(✓bNHOf-1772 •,•• vro,,.;(s Ian-yam.Tu:(7k7}+7s-+s7s m.is rea-nnw. oua m... DR.NG Nn EB-lY306770 WALTER A.PLOT Jr;.P;C. F1.SLZ10A Ua.{2167 um 15 OT 17 MAX_T 9& AAD- DESIGN PRESSURE RA= AND CORRESPONDING ruAYrn�r M ANrranR SPACING SCEEPLUX FOR INST r,ATlQdr INTO WOOD FRAME Btnrnnvrs alAnrrcar WOOD"Mm APPNGIdtr JIT MN4/(/L KOD rA57ENrR3 APA[GBLF M MUMN IroaD rAf7r m A PLcAW 7O mastar OETW Am" IMIIWmt A(7FR1NlfX4/t 7N✓�41r MM't pass°RE AGGBW7 MV9161TLS AirlR'N7NS//f /wO w p4m ASA vim, AtRW{•TMY�f YHIAIW PAhYL mtw(p.0 GP�nv4 Sdr mv, py AYY COYB6YIr;Y7 1rAroM 1'(it) 8AINO(P.L) sameaP aV .vr'LpP5+N7ATN [1?hiAH t•(RJ PRmww psamm sGAFlfA.9 AA.aseDrs Al\T wMT (6'11@M zvvm Av4m RryW, or pA:N RMAa(Pc1) mrmw MSWIbls �4fLbIMR.Y7bY LFnRM t"(rrJ 12' N/A WA I(Too 1' WA N/A I(top) 12' NIA NIA 1(lop) 1. WA N/A I(BOnOM) I?• WA ' NIA I(aorfoV 12' NIA WA 1(BOrrou) 12` NIA NIA 2(IOP) 7?' WA N/A 2(IOP) 1. 1J/A NIA 2(MP) g• WA WA 2(60"VA0 D' NIA WA 2(somm) D• NIA WA $"(ROTI?U) 9' WA WA 34(lap) 8• WA N/A 3A(MP) y Il/A NIA 14 (IOP) 9' NIA NIA 3(80naU) 9' NIA NIA 3(BOnVAI) D' NIA NIA 3(8o17aw 72• WA WA 4(IOP) 1]• NIA WA 4(IOP) I?" WA WA 4(MP) 12• WA WA 4(607r(M/) IT• "'A NIA 4(M7FMW 72• WA NIA 4(Vomm) e' WA WA SA(rop) 8' NIA NIA 5A(70P) 9' WA WA SA(TOp) 9' WA WA 5(OOJTOM) 5 1/2' NIA N/A i(OOrrOM) d• NIA WA 5(got=) 9' NIA WA 6(omm) 5112- WA WA 6(Oormlo d• N/A NIA 6(BOrrOLU 440.0.-40.0 6 tA. WA N/A )1(OorMV a'-o' +40.0-400 3' NIA WA 7(6077" >8--D' +4aa-400 5 t/2• WA NIA 7(wnw) a•-O• OR 5 w to LRS LC9 WA 12• r2' ' a(IOP)+ r-�' +6IXQ D --wo WA 12' 12' a(7M) LSE LOSS /!/A r1' 11' 8(rGPJ WA 12' 12• 8(60170U) WA !a'• 72'• a(NEAGH)• t(IA. la` 12' 8(BorroM) NIA 7a• IR' 9(MPJ WA 12'. 12'• 9(ILD') NIA. I?• t2• 9(IOP) I7• WA WA 9(WITom) - 12• NIA WA 9(807TOM) lY' NIA WA 9(Oona10 6' NIA WA to(MrTOM) 5712- NIA NIA t0(BOLTON) 6' NIA WA 70(801raN) 9• WA 9' 7/A(W) 9' N/A q' 1/A(IOP) 9' WA 9' IIA(IOP) 4• N/A 4' 17(aOrMU) q-' A4W. A 4'•• It(gorrO.LQ•v 4'. WA 4•• Jr(Oorrau) 6r NIA WA 13(!Op) A NIA 13(MP) r NIA N/A 13(Mp) 6' WA WA 13(Borrow) A 'N/A 7J(BarMN) 6' NIA WA t3(BOTTOM} 4• 4• r /4(Ba17aTU s••• 14(aorMM).. r'• 4•• 4•• is(BorroM) • USE 0'CC SPAMC FOR PANEL LENGTHS LARGER MAN lo'-0•AMD USE 12-W + MD ONLY PUR OP TO*30.0. -60.0 Par.MAX.ASA DESCR FRCSSWIE AS SNONN ON SCNEDULE FOR PANELS LEWHS COWL OR SHORTER THAN 10'-O' RATING W M 76'Max.PANEL LOIIa015 a9 MR UP to+50.0. -SD.O p.a.l. •+ YAUD ONLY FOR UP TD 108'fyWEiS LENLPIS, Ua.ASA DESIGN PRESSURE RATING 1WW 96'MOA.PANEL LENGTHS. 1tjTPAt3dr✓,pf�r • 9 _ % � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 021)17 XTEM M 0.050" BERTHA ALUMINUM STORM PANEL t a (2.00" DEEP) aarwv Or. ' /► EASTERN METAL SUPPLY. INC DAT `` •'SJ•�• ; 'a t#4 ie E O IN6. 4268 WEST RnAOS DRK TMUT Te3MQ t ENOII MING COMPANY War P"Mot rt.3NDI gCf,d OAT N.fi nu A„Tr saa vcmrA PKWa 52D9& ue(5J641-r7r6D S17-097 qcw:OOTATI_I6TC.Iw r cm3p "I fx b •oerml .d7c id.6 tamsrc• ••T. DR4AJNC/!e 1pN L� . La-o urjf ..!•'' a FLo A t&tIT J7..P.G I °�Fs-•r1 • SHEET L6 of 17 DLoa,oA uG NTa7 , MAXIMUM A.M. DESIGN PRESSURE RATING (p s f) AND 0RBESPONDING Lt'fAXIMUtI NrNnR SPACING SCHEDULE FOR MAUATIONS INTO WOOD FRAME BUTL£IINGS vM^A/I u HOOD JA111MV9 APPUCt .,TO LIA 4W6v uOOO fA5`RT6P5 AcgOCA63f TO AS4➢ f NCQD(ASIZNLNS N S/.k 16lYANv PwH£G ASD. F.Ck Pur�K�t ALTtlahv -/L N RAW PAIn AS(a MV 6 flN1FS Ai IflLN/NE3'I S LWUUv P.Yf(1 r+RF5SURt 4YUAA'1' sc.TArCaf nc�ttv11t3 ANY O.11NYMrkpr LEAL^Af 2'(n) FPLSSw A'EtUlAI7 &mwOD,t [w AN!'cwrAx^tATU1V LENO76 2'(IL) tW2' 9ftAk/Il Sa7(J4VN Gn AW CGvdd1ARON LrNcra v(&) AAfIC(p r.fJ rAP00AS PA•A'tV•<h,LxS ar IM41 pAtv(4(P+L) PANS nMAlu rr t✓.ti C7'1M..v +uT�'7P4F.j rAlcm wro it, NIA 14/A T(70?) 12' NIA NIA t(:OA) 8 1/2' NIA N/A 7(M-) lT' NIA•^ N/A Y(ponom) f?'_- 7fIA NAA 1'wonov) y NIA NIA 1(60701) 11' NIA NIA 2(TOP) 11' NIA 7fIA 2(f0?) g+ A7IA N/A 2(10P) g• N/A 11IA 2-(Borrow) 12' NIA NIA 2(607TON) 9• NIA NIA 2(8070M) 9' NIA f:IA 1.1(TOP) 12 N/A NAA JA((OP) 8+ 11IA NIA 3d(TOP) 9' MIA WA 3(aomw) 72' NIA NIA J(EOTTOW) 9- NIA NIA 3(80TTEN) It, N/A N/A 4(70P) 42+ 141A NIA 4 vw; 4' (j1A NIA 4( ) 1t' NIA NIA 4(BORON) 12' NIA N!t 4(-7TOAf) 9' NIA N/A 4(9070M) 9` N/A .NIA S4(TOP) 72' tVA N/A SA(TCP) B' NIA NIA 54(7DP) 3 112' 14IA NIA S(Bo77aM) 4- N/A NIA 5(BD7rom) 3' NIA NIA. 5(3077D/1) 3 112" NIA N/A 6(po70M) 4' N/A N/A 6(807707) 3' 7fIA N/A 6 0-101700) 360.0•-60.0 3 112' NIA NIA 7(907OU) 9•-0' #40.0,.-40.0 3 tom' NIA NIA '7(BOTTOM) >8'-O' t90.0,-90.0 3' NIA N/A ?(sanow 7•-0' LIP TO OR UP TO UP TO UP TO LW 4bao.-90.0 NIA t2' 6' 8(TOP) Las -SO.O NIA 112.. 6.+ B(TCP)• t2•-8' 4700.0.-13)0 N/A 121 $' _ B emp) LESS NIA 72' 6' 8(80770h4) NIA /2•• G'• 8 M=40" NIA I.- 6•' B(501TLSU) NIA t2' d• 9(TDP) NIA 12' 0(70P) NIA 12' 8• 9(Xp) 11 NIA AVA 9(BOTTOM). 17' NIA NIA 9(BOTTOM) 9' N/A NIA 9(porv'4 3 W WA NIA IC(8070v) 4' N/A N/A t0(Bo70N) 3' N/A NIA t0(807707.1) 9' NIA 9' I?A(TOP) 12' NIA 10 112' TtA(70P) S' 7fIA 6' 11A(r0-) NIA N/A NIA 71 f6017040 4'•+ NAA 4'•• t1(wno'Y)++ NIA NIA NIA tl(6orrcM) 6' NIA N/A 13(TOP) 12' NIA NIA 13(TEP) 1. NIA 7fIA T3(ROP) J 7I2" NIA N/A T3(S070M) 4' _ 7fIA NIA 13(8017OAf) 3' MIA NAA 13(BORON) NIA NIA N/A t4(BO-) 4••• 4•+' 4*.. t4(BO704+' NIA NAA NIA 14(BOTTDU) USE 0'OC SPALTNO FOR PANEL LENCJNS LARGER 7HAN 10'-0'AND USE 12'OC AS SHOWN ON SCHEDULE'FOR PAAEYS LENOtHS EOfTAL OR S7,'ORTER THAN 10'--0' ,. VALID ONLY FOR UP TO-750.0, -5aO"J. NAk.kaA DESdm PRESSURE RA77MG WNN 105•Uce,PANEL.LEN07HS, .t7 f 4d77fA$.srjjr�' , FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0. t 02017 urEGa rlra 0,050" BERTHA ALUMINUM STORM PANEL La (2.00" DEEP) aaA»zf 9. ' m 07126lt7 11L E�C a EASTERN METAL SUPPLY, INC ,AI; �r 4766 WEST f1X0 OWYf 4- TIL 7ESTIHG @ ENWHEERING COMPAt7 WZ5T PALM 56404 N..JJ407 1y p q ,IfA� 6355N.w,asu t,.Se.3•dS.N�'kA�»vS,n U,LL PBa14Er(5ffd)209-5263,FAC(561)841-1716 17-097 `7 Jli{AL��'i Pmai.:(abm:EBfS-cO9eTi9(•i�ik»7-,�.i,� cr..>. ulu+anu uK n.,xa oacmcw DRA4784 N> W vi....4Se+"'F wfLiER 0.Tiurc dr., Uc.44167 P.E , an 1s-ur1lve SHtEJ 7 of it KlCk2eA . 1