Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 siness & Professional Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Start SCIS Site Map Links Search dbp Product Approval � USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail =ta'F•'• FL# FL11968-R4 RECEIVED Application Type Revision Code Version 2017 APR 17 ?018 Application Status Approved ST. Lucie County, Permitting Comments Archived 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 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 Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. V Validation Checklist-Hardcopy Received %4�-- Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17 096 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY2c INC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.odf kluj Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 Uj SSTD12-99 1999 ..j Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 Eauiv EASTERN METAL SUPPLY INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM httDs://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 1/8/2018 Florida Building Code Online Page 2 of 3 E-1996.PDF FL11968 R4 Eauiv EASTERN METAL SUPPLY. INC. DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Eauiv EASTERN METAL SUPPLY,INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Eauiv EASTERN METAL SUPPLY2c INC. DRAWING 17- 094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.Ddf Sections from the Code 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 FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing 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 outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.Ddf 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'-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, FL31968 R4 AE EASTERN METAL SUPPLY2c 8A,9 and 11.See sheet 10 of installation drawing for other INC DRAWING 17-094 PRODUCT EVALUATION REPORT.Ddf spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Party: Yes defined b A 11'1968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tr Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use in HVHZ: No FL31968 R4 II EASTERN METAL SUPPLY INC DRAWING Approved for use outside HVHZ:Yes 17-096 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 Evaluation Reports p.s.f.and 8'-2"for+75,-80 p.s.f.for mountings without"h" FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING header.See sheet 5 of Installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT.PDF and pressures.Valid only for wind zones 1,2&3 as defined Created by Independent Third Party: Yes by 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 Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE 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'-8"for+30, -40 p.s.f. Created by Independent Third Party: Yes and 7'-2"for+70,-80 p.s.f.for panels mounted without"H" Evaluation Reports header. See sheet 4 of installation drawing for other spans FL11968 R4 AE EASTERN METAL SUPPLY,INC DRAWING and pressures.Valid only for wind zones 1,2&3 as defined 17-095 PRODUCT EVALUATION REPORT.PDF by ASTM E-1996. Created by Independent Third Party: Yes 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 FLi1968 R4 II EASTERN METAL SUPPLY INC. DRAWING Approved for use outside HVHZ:Yes 17-098 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. Fi i 1968 R4 AE EASTERN METAL SUPPLY INC DRAWING httnc•//www flnricighi)ildinpr.org/nr/nr arm dtl.asi)x?naram=wGEVXQwtDgsxYIeb4opODf.. 1/8/2018 RECEIVED APR 17 2018 FILF ST. Lucie County, Permitting GENERAL NO NOTES: I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATKYN DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 1017(6Lh EDITION)OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL AU BE INSTALLED AT HHGH VELOCITY B.I) MIAYIILUM EMBEDMENT Of UACON,OR Z AMC AATF,AND Cr IAP-CRM ANCHORS INTO CO'CRETF BLOCK HURRICANE ZONES(MIAMI-DADE/BROWARD COUNTIES). UNIT SHALL Of 1 I/4; I J/B'FOR ZMUC NA/LIN ANCHORS AND I !/B'FOR RED HEAD OYN�BIXT SLEEVE ANCHORS DES" WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED COD£, 92) 718"CALK-AY ANCHORS SHALL BE ENHRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO SnxcO FOR A WWO SPEED AS REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERNIITEO. 1/4-0-20 SCREIYS USfO SHALL BE 1 112"LONG MIHMUM SHOULD STUCCO"Sr.AND I' FOR A DIRECTIONALITY FACTOR Kd-0.65. USING ASCE 7-10 FOR ANSTALLA71ONS UNDER 2017 FBC AND SHALL MIM'MU/FOR WALLS WITH NO STUCCO. NOT EXCEED THE ALIYIMUM (AS.O.)DESIGN PRESSURE RATINGS INOKCATID ON SHEETS 3 THARU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 83)MIF6M(A14 EMBEDMENT OF 11110 x J/4'ALL POINTS SaAD-SET ANCHORS STALL BE 7/6'MO THE CONCRETE BLOCK. NO SHALL BE FIRST REDUCED TO ASCD. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO EMBEDMENT IN70 STUCCO SHALL BE PERMIRED. 1/4'0-20 SS. MACHINE SCREW USED SHWLL BE 1 1/2'LONG TO COMPARE TOES£W/MAX. (ASD)DES"PRESSURE RATINGS IhOM.ATEO ON SHEETS 5 THRU 9. MINIMUM SHOULD STUCCO EXIST AND 1"ABNLANAI FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.AS TESTED WERE NOT OVER STRESSED,A MX INCREASE B 4) IN LASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE E11571100 WALL,ANCHORS SIW.L BE IN ALLOWABLE STRESS FOR WIND LOAOS WAS d61Z USED IN THEIR ANALYSIS. A OURAIION FACTOR CO-1.60 WAS USED FOR LONG ENOUGH HT REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL N AS INDICATED ON NOTES W WR#7CAT(ON OF FASTENERS IN MOOD. B.1)AND 8.2)ABOVE. STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609 1.2 OF (C)ANCHORS SHALL BE INSIALLED FOLLOWING ALL OF 714E RECOMMENDATIONS AND SPECIFICATIONS Of 7HE ANCHOR'S THE ABOVE MENTIONED CODE AS PER All REPORTS/0121.01-98R, /0329.01-00,1 0525.01-00 AND/0512.01-03 AND MANUFACTURER. /0617.02-04, AS PER IMPACT TESTING EQUIVALENT TO ASTM E-1996 STANDARD R ASTM E 330-02 STANOND, LIMITED TO WSIALLATIONS WTTIN WIND ZONES 1, 2 R J AS DEFINED BY ASTM E-1996 STANCARD.AND/0221.01-01 PER TAS 201, 202 R 103, 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING MSTA(UTION DETAILS SHOWN ON SCCRCWs 1 ]TRU B(SHEET J h 4 Of 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 3052-H32 OR 3004-HJ4 ALLOY. 9)EXCEPT THAT HEADERS 3, 4 A 5 SHALL NOT BE USED. I ALL ALUMINUM EXTRUSKRSL B[ALUMINUM AS TION 6063-TB ALLOY R TEMPER UNLESS OTHERMSE NOTED. B. IT SHALL BE THE RESPONSIBILITY OF THE CONM4CT0R TO VERIFY THE SOUNDNESS Of THE STRUMARE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTSSIIADOfD PUIf AND SAW GAP ARE PATENT PENDING. A77ACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR WOOD FRAME BUILDINGS. 4.ALL SCREWS M BE STAINLESS STEEL 304 OR 316 AIS/SCRAES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN M£INSIALUIX7W CONTRACTOR IS TO 5 50018 W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH& STALL COMPLY W/FLORIDA BUILDING CODE SECTION 9. EAVCAULK ALL SHUTTER COMPONENT EDGES WHICH REMAN IN CONTINUOUS CONTACT WITH THE 2411.3.J4. BUILDING TO PPEVFNT MND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FML LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ANSI 304 SERIES STAINLESS STEEL, MAN 33 ksi MINIMUM YIELD STRENGTH 10. (G) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERC AND DOES NOT PRQVTDf MFORWTIOR ELM A 91F SPECIFIC PROlAECT s. WHERE THE SITE CONotnoNS DEVIATE FROM THE P.F.D. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS 0774ERWSE NOTED) (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDW LIFE SAFETY OF THIS PRODUCT (A) TO EXISTING POURED CONCRETE.' BASED ON THIS PVIA .ED. PROVIDED HE/SHE DOES NOT DEVIATE FROM 714E CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTIUCTOR•S RESPONSIBILITY - 1/4'I TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUAOEX. - 1/4'I CF TAP-GRIP ANCHORS(BERTM STUD-CON), AS MANUFACTURED BY TRU-FAST CORPOVA77OH. (c) TIS PFD. MU BE CONSIDERED ANVALAO IF ALTERED BY ANY MEANS - 114'I ZAIA4C NAIUN ANCHORS AS MANL#WTURFD BY POWER FASTENERS. INC. - 1/4'I x 7/8"CALX-JN ANCHORS OR ELCO m6M k tomole YANE""TE'AS MANUFACTURED (d) SITE SPECIFIC PRWECTS SHALL BE PREPARED BY A FLORK14 REGISTERED ENGINEER OR ARCHOfCT WHICH WILL BECOME ME BY POWER FASTENERS INC AND ELCO CONSTRLCDON PRODUCTS, RESPECTIVELY. ENGINEER OF RECORD(COR)FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF TIF P.E.D. - 1/4'I x 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY COMPANY ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PECO ENGINEER, SPALL SUBMIT 1D THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. POTS, (6) THIS P.E.D. STALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT A I) MINIMUM EMBFOMEN!IN/O POURED CONCRETE OE TAPCON ANCHORS IS 1 3/4;FOR ZAAAC NA/LW ANCHORSIS I 3/87PREPARED IT. FOR ELCO PANELAIATE ANCHORS IS 1 314'AND FOR CF TAP-GRIP ANCHORS IS 1 114' It. SHUTTER AMNUFACTUR£RCA 'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCA17ON AT STORM PANEL IN ACCORDANCE WITH A2) 7/9'CALK-IN AC14ORS SFWL BE ENTIRELY EMBEDDED IMO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SfCTON 1709.9.3 of FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING SHALL BE PERMITTED. 114-0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND I" LABELING TO COMPLY MTl SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. MIHARN FOR WALLS MIH NO STUCCO. AJ)MINIMUM EMBEDMENT OF 11410 x 314'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'IMO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SFWL BE PERMITTED. 114'I-20 S.S. MACHMC SCREW USED SHALL BE 1 112"LONG MINIMUM SHOULD STUCCO EXIST,AND I'MAVIAIVM FOR WALLS WTH NO STUCCO. A4)M CASE TMT PRECAST STONE. PREC45T CONCRETE PANELS OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS L e INDICATED BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS AALAAII �(�k 11(( THIS DRAWING SHALL ONLY BE USED To k (8) TO G CONCRETE BLOCK RAL: A/p OBTAIN PERMITS IN THE STATE OF FLORIDA - I/11'4.0 I TAPCON ANCHORS AS MANUFACTURED BY LT.W. BVILDIX. v '•% - 114'I CF UP-GRIP ANCHORS(BERTH4 STUD-CON), AS MANUFACTURED BY TRU-FAST CORPORATION. No,.44167 - 114'I ZAAA C MILAN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. = - 1/4'I x 718'CALK-IN ANCHORS OR ELCO­4& f—le YANELMATE'AS MANUFACTURED BY POWER FASTENERS• INC.AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY - 114'I x 314'ALL POINTS sato-str ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLI At SPECWTY COMPANY. FLORIDA BUILD/NC COOP Non H! h Velocity Nu one Zone) - 114"I REO HEAD DYNASOLT SLEEVE ANCHORS AS MANUFACTURED BY I.TW. BUKDEX. AAAA1 :1oro mlTco.Y.r. 0.050" BERTHA ALUMINUM STORM PANEL Lc s S�D�A���`IDIIIJ (2.25-DEEP) ww WH er. EASTERN METAL SUPPLY, INC am. N"PEST POWs DNNL IILVF TESnM6!ENGINEfMNO COMPANY (%PAW 6EAC4 n.3"407 17-096 .as'All axsm.7,n nGw PE,1avE.•(sel)7oa-u6",TAF:(56/)841-Ills .(xulli�r'-,ac rr:NWW+r-Ivy MINX No EB-0006719 I TER A /XLII!.P.f. m,s-au /lORKl1 Tic. "167 4µr SNfC1 , Or 14 14"5-(7orm NOM) [—Sao*(Ivrx Mot) 7.160' J. •Lao N7,7( O! 1.1�00• A�t A7a.rr7r-5u'v-1I 0—r►) J.tleggll'�LI7s•� e`.d'(� ' � o,� I rt u�tLrw1Jr3w•w .073L•.3R.O• 11000-(07rct NM) "OW(77Ecmmno-1 150' fAo• I.". two, I.SW 1.30• Rw 12.5,-7 FULL ALUMINUM PANEL W/ HEMMED EWES TJ' jpM ElL RH"ALUMNUM PANEL WZM ' L6e1 roll[: u. yY-r• is.rry(MrAL Novy IW(WTAL 41M) O h' HEADER O 3' Max. U- MAW OUT �. -17.0W(Town mno "000•(L77renw mmo—j snvr:.N'-r' 1011[,YW- 1.aW' 1.100' LSW' t.30o' 1.100• L70e' 6,5W 1.500' .IH• tit AI A.11,0rf(rS►) 1 r! a An1,u.[(11.1 r 4 .res' $ g .tse• d - + .371 II I a .,-v �- MN. F7.r77•�J.e9 r'�IIJs'-i I--1rJ3•� <� Rte• I.1S0- 010' sa0 .s1v Q RIYERSEO 'F'AMEWJ' Q .364• TRACK J.0°o•U— STORM PANEL Q7 3 d' O. A 314 "' m ­f;I/.•.r © 3'ANGLE BUILD OUT F. TRS r a/ BRACKET w r: vv •r °o :yi• �- roe[:AA••- .Iss� _.r1.'._-r/�.N•r,IDsrys�mo •S 1; L -mor 710 -{ 135• .crow� 0 Ir.c "G 10CA N o Ip 9/23• LOW" p�10• >s $ TRACK ANGLE •� Iron I A C .a�61� - L _L 1cu[:A/W-,• o7s. low- Fr I/:.Ja saga 17 DETAIL l: sno w/ow cAsr Inc SLOWi arD fd w�m 11 ?'x (Max., /TS' e�oOM nro mcm PUrro"W Ama �j OPTION 1 O1J KEY HOLE AT PANEL r.7rr 71 8c na• 1 1 •Jo. -.5..• }� 1 x6b0 1/ 77• .7u• oet• Ancrm —T rO FUlt i art �. o 17•o.c. • OEM I S- rAe.r— 770 7.7ao.erls• .m• -na otD STUDDED ANGLE • I .171• RI.lQI" �• O�nN A1101 KFY HOLE WASHER ITA ROUND HOLE AT PANEL (A{ 1e• _ \ �� 3rr 3a V•�,��A• Jr 771-Auer (0PT10N TO 12) rat r/�y-Lmr- •.. se Adtls1C © 3� 'JCENB�I'`• SCRf17 .p1,7-n Auor _____ _ _i so6c r .r• 87 FLORIDA BUILDING CODE Non High Velocity Hu one Zone) T * c7017 ra/Eca M. 0.050 BERTHA ALUMINUM STORM PANEL Le. yle�L r•, r2'-----I•- ��OF (2.25.DEEP) oRUM or 11 `ti•,!'ipp�p►r'� EASTERN METAL SUPPLY. INC °'acr' Q 6 [ E C C INe. uee mar mw oRm IQ 3/f6ir7 xfI' LONG WALL PLAT£ Orll .r;w^"ao m"ff"s""MooCaO"'se;,"; P,,,,,(mr)"oi-smF (6633r A"SE4cK n. 401)841-0716 17- 098 1rAG 7/u•-r• //N//// .!mw_I7ar.n.:lmAn-,vr _ Ee-0006719 CPA-IG ft IAL TER A rNiff k P.c S19Lr IA W I. NOW Lk.1 44167 TOP TRACK (SEE COMPONENTS, SHEET to OF 9) CONCRETE ANCHORS (SEE SCHEDULE) AibxI Arm.I I Mk I 0 0 0 0 0 0 -------------------•-•-•-^---•-•-+-------•-------•-•-•-•--'--•--- ----- r ii r T o yvp., � I I . I i I I i i { � l i , � l l I I � i I I W R, Q� --T—T ------- J-17-1--- ------- CONCRETE ANCHORS (SEE SCHEDULE) BOTTOM TRACK o N An Nd STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS. SHEET IA) SCALE: Y18- - I' 114'Max. GAP 114" Mox. GAP I �' TV )"PV 7T-V zj FLORIOA BUILDING ) CODE (Man High Rlocity Hu C. Hu on@ Zone C"11 0.050 BERTHA M'U1 STORM PANEL (2125 DEEP) a/m/a EASTERN METAL SUPPLY, INC owre.- SECTION A-A 42"mw r4w omf rmur TESTOM&EWMIEERM COAMAN NEW P"awt'I,ijo?t-0718 17-096 SCALE : Y/8'- I' R"I to-o"Pt floe! 6VbW4 TAMC NMA.AW IF IAfCMM6,I.t NYIG%;-. -. WCY�"c"', KAD- o/TMeo.r,or TAF�Mtn -N oR ���nvn ri«� °R QLD LMIE/nmcr -� L MIOMIL Y POW htV 0 fir, ANun6 /� 2 (ser J \ or L'v-D 'cYX-II eR (SLE aO6UE MR vvio o) - :�;JCO1� A'a soma"'m ANCSW) (ser sOIWAR[ IMN1c— _T aco 11Ar(S aWE PNOEE r (t[[ Nasamur TOR SAY'NY 1 j r=— o QTc POURED j: j I RaNMFo-.\` ci \ Y REOMW� cs I ; 6 g REQUO"-, 3c w i Awvm j Sy /• } aMN1•.ave" s[T1OUMN SARAn To SEPAM41XW TV I• CLASS crAssGLASS sEPARAWN ro CLASS , S�y i y 11 •-20 I J�1•� 9 �/aJl�s�i/e fi C. a I 1/1•A-SO r 4/'• � 7 :J/JE•LNG Aw r I 83 �:VZa r lz ac - Vo.C—1 C-f. i / g.j BLOCK CONCRUE CONCAM PCOMM L —� - BLOCK WALL r --� ' CONCA2 -� 1 ` ON COACRETE ! r 1 E- RFOUAPED - T --Qj cwc BLocx mea Lei- ( ao.x wt - j REOLgm REDUFED i 1 I11•I-20 M.S rAIEONl.ALL POM 9pAP-s[/, - / KARONS Z4UW NMK Am MM-` Q IMCLP4 Z1MIc NM/L MD KAD-f li/ IAYC NMK A[D Apo e11MtkC1, OTANeOL 1,D w-a W.aur-N oR x DMORL•Cr W-QW WR-N OR ®cont. MCIKMS rMCq'4 7AWC NLLT�L A[D NlI6', •� a OV-Gi CO AVX-N OR CO WYE/RINE IINDAMI[ am UUF//DMI[AV[LIM r / ODRear o'nv-oer,uLX-N aR 1 C au �S-KwW Lser scow"rod Vo ) (w sr XE TOR VAOM) r 6 raN[>'Aralarr (SEE son"IDR ww") SECTION O ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 s Jam•_ ,• SECTION 3 scALE:J/e•- 1• SECTION 4 scALF:J/e•- I I` � r � Mlrailr , , �FA�•nc�, 7/B SFPAOMN TO 1 E D. _ EDGF tNSTAACE �J � ��•'� A 1t= 0. C. RNY'NUT �S 5 s m� •7 No.4416777777 77 7/ / 1 Q 9 =--r) `� Q 'ME Of / ! Rondo! w � ; � -� — - L�/{•I-TO A J.• NOTE POR COMBNMT/ON Or SECTIONS ,..... FDUREL�7 a ' BJ/ttu WR c mnl a WALL/FLOOR/CEIL)NG NOLWIM SEMONS GW BE BI�NAL� Ld' vaL/RED J CvAlCfaEZEOR of 12.O.C. COLLBNED IN ANY WAY TOSUIT ANY.WSTALLAnON. IYV//EE„L OR conalErE ' BLREMu n OWED — BLOCK NKLL REOLWED —I \—®cont. ,IrCON;ZAUC NMI{,em KAo=I \ DOMe°Lr o w- CALK-AN W a°o NYE/.ANDINW ®coat. FLORIDA BUILDING COD£ Non Ni h Velocl mu cone Zone SECTroN o 31U0 (EEE saNOL.E IM sn cvl6) 02017 TXTECO NC 0.050 BERTHA ALUMMIUM STORM PANEL L.C. (2.25"DEEP) onew or WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 1 SOLE:.T/e•• I �� E C EASTERN METAL SUPPLY, INC 07/'„r4cL' SECTION 2A SCALE:J/e - r INE. .tee rEsr roAOs°RnE Tlwr IESTNO f ENGINEERING COMPANY 'Wr R-BL's JxG7 17-096 na+.a�..HM n i4 .Mar n LrA1 PIIFlow:(Se/)TOME-N6,1 FAX*(56111-171/ hM:OETAR OF SECAON a SND RYp ALSO FOR EB-0oG671 1L11 rXs,YTr-rsJr �� LMAMfhG Ne MU LIOUNIRAG INSTALURON-SECTION 2(TCR) WALTER A nuff J.PE ou rsaM SNEEr J or/1 RORKN Lw. N I67 AVEL wR A°RonO1Dif - 2��ev ur cwtr N1(/l [vIOa1 X L:ILK-M LR LLCO Aw/ aM J_j� '-'®Cant (w$am"rM]fMC'NCJ E D. ScHm[ VACW 7-_ E a LNLC N .) OR QOD Y1tf/rOwl ' 1 s'I-20 S.S.MACHINE r ` I—E.It \ NNN EArbta�6 I d IYEWfR �\T C K-!L ALL SET ON I f2 \ 1 [UCO NM lE ANCHORS t SPKBAL) � - ii 1 \\ 1•L.n F EWA '�lf L• \ POUIVO clwcRErE REDI•Y' I I (SEE SCNEDIKc SiAfirtC)• 1-- , 1 \ * I I POURED CONCRETE N I -'T POLOWD dCONCAVE I R:O(NREO I p AL TE --� OR CQMCREx W \ I \ W r i i : Y LE LOC4nON I BLOCK IMLL I i \ 5 I 3 Cant g CRA. I I Rf01ARfD I \\\\♦ \ \ C.M. 1//1•/-20 60LL5 w 7/B x I'WM/OM 1 - i 4/No"5I• � L� 'MF ( 1• SEPARAWN TO EPAro /JCO CLASS SEPARLYAWriANf/ro CLASS � C{ 1 OM CLASS 'LS SEPAG RLS TO-- I L`I Jc BI'NG/ T O T 1/12O. 1 C. i1/E tEC L LEC OGITIONg CRM. 7/e•.12 C rs 3q. Ia" AVF o o. c "//1r IL�c Nvr e /i COM. r7"0. C. POLALED — d ; t3 1- I 00 COACA E W / @-C--ant BLOCK NALL OR CONCRETE MR OLMD 1 / OR YC '. BLOCK WAIL ` ,• 1•,1 / s REOQIWD i—— ,1 ' •Yfn.--•- / •. .1 /. / / / ( �/. ./ CALK-OV.ALL POWFS SOUo-SET OR Q I- ncO AUL&#FLwL nWEuuFE ANCHORS -�/ BS i lam'L•y -7-7 /OIA1m�IK�'I�J I r�� / tronrJl[lE_. L• r".-: L I/1.620 S.S MACNSNE ArouRrD (SEE SCNEDIAf FOR SPACMG) fAlr.•M$lArnC AN[AV,MD rfAQ-' MET w/NUT d wASNER 1AF0004 Gtr-M aN aco Lw♦�/•'i' HPr.'dkEl -0RN6O>5(1[0rK 0IR1J.O w-CRR. O ,2"O.C. I PNRLAMI'ANCHNISE 0.— vatloU4LE/n [ i (ur w Iut VIC.J !s[E --E D. (S,E sOf$[[LCRsrwanc �--@ CO . lBUILd OUT INSTALLATION CEILING Li FLOOR MOUNT G OOR UNTING WALL MOUNTING INSTALLATION (D. M. - SECTION 5 souE:J/s"- STALLATION - SEC N 6 INSTALLA - SECTION 7 - SECTION 8 SCALE:J/B'- I LE J/R�•Ay" ` IE L/r •SCRLIK DSED T ANOR2P5 LMY BE 1/l7-2o SIDE ................cu[, ✓a IIOLi W/ OR 1/1/-20 MUSS N EAD BOLT siiAAmmum RA11011 0 ' 3►.••'' F r w *7 MASSv p •S1OE WX Bars AIR J/4-0sJ1J2TNVK VT ? y V UNOM AS PIR NOTES A2 1/1"P-20 x J 1• E O. - EDCE DR7AACE • j 7{ 14 / (SEE SCNEouLE ON / /�TE� ¢ •/RIAS HEAD BOLTS ME 1/2ni/B"THICK WAD g cont w/ma O SNEEI 6 d 7) ! f W MAOWLE SCREW w/LRCTH AS PER NOTES A2 d ARIT 12 0.c. Off:'• ON10�+ 0.2(9KEr. . p S/ONA� L'L� Pig PA.A,n,E,,d . I. I' I•1.006 NOTE FOR COLNBRIATJON OF SECRONS I WALL/fEV IN ANY I YIFOSMOUNTING SECTIONS GW BE MPM �_ FLORIDA BUILDING CODE Non High VelocityHurrlcone Ione FD~ rAOL_RI oR VR;,MUS E.Q (:01L'BWED IN ANY IKAr ro SLRI ANY dYSaLLUT1Dw :2017 uT[ca INC. 0.050' BERTHA ALUMINUM STORM PANEL L.O. T[LtYL IIRe1WR AMII'10ttS (m 90iEDIR[/W SMC2.C) POURED CONCRETE_ (2.25-DEEP QNIIN Lm REQUIRED 07/24/17 FLOOR MOUNTING INSTALLATION ` EASTERN METAL SUPPLY, INC LATE: NW LIES,AD"O!'K SECTION 5A W(S"ALM K*X FL-33,07 scuE:J/e'- r' TnuF FEsnNo d[NONf[MNQ COMPANY 17-096 Ra.I x�•.HN n Lr.z0.rwcR[.L n prw RNaK:(3sr)tas-usx tA1C(xr>aaI-17Is LmJ•sr_rlro.!. rUr MARRIO Ne EB-00067,8 •'O�"1' WALLai TER A ,MLR i.P.E. ov r�'a•• I• SNm I W I< nOPla+lit. "167 POURED CONCRETE ` 1 POURED COMPETE OR OR cCOAV W BLOCK WALL LOWS J CLOW-M 7E BLOCK Mika RE0UME0 REOL.1FE0 1 7 P'OCMED CONCREX---., A OR 2'r J"r.09J'5105 N-14 OR CONCRIETr� \ '. N NOOLLiPfOURm OCK \\ BaB.7 WIN AAS11 w2•AaE.nO MClE \ �t / . C+ONCREIE 2.500•LBn. '\ RFOLA I-Aft • LK411 RED ,. . `� ! a /-• L. ] \\ ,114"GAP . E{ •IY a a YARES.J' L`• r ; ' REDUARED ALMYS \ ALmRwTE LEC Laa11aR 2"�?-r.079• ' J/0J-wl4 OR 60BJ-r6 ALLOY 1 i \ \ OR Cy N•A.ANGLE 0. C.L AL-.ANGLE T v v v v v_ OR.OBD'3I03-6151 SwEr METAL Alm. 16/1•r BMT i 4'..072• BENT PLATE /7.NCK.C. 3 Clonf.A...ANGLE -14 OR -I6 ALLOY CASE' A (P/on) SCALE: 1/4 _ 1 CASE B (Plan) CASE C (Plan) SGLLf, 1/4'_ I' SCALE- 1/4"_ ,• CASE D (Plan) END CLOSURES DETAILS SCALE'. 1/4•_ (- MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" °0W"CON`,CRETE� Q� posam+) SCHEDULE FOR A GIVEN PANEL SYSTEM CONCRETEOR -- —1.50a) rAPCON ANCHORS OR RLvt IVEDUNeLD ALL PRANG SOUO-SET—� 'Al"JM Nor.PANEL LENGTH (SEE SCMWME/OR SPACING) AS.D.OE"SL(R.) +NOTE:SPUD CAP1(�' -� PRESSURE RA 77NC ROWAV CLOSW AT AM /RARR/ow LoAvnxmm 1gtAvlwc w•��yI MCL=10 Nro/0 w/ "I MCI* w/�f COYYT. 9 T"NEMER lJ T•11fiLOER COA&CRENT i f Q i +50.0, -50.0 I2'-I 1• 12'-fl, 12'-1 I' k _i•NN11I/N , �j SLPARA/pN +50.0, -55.0 12'-11' 12•-1 1" 12'-11• -..�I'r,�, GL i'. ; TO ASS -- SEPARARow i L70wE 12'-0- 12'-0' 12'-0• ro 01.!55 _ WS +40.0, -15.0 It'-2• 17•-2' 11'-2' / " �O \\O POLAVED +45.0. -50.0 !O'-7• 10•-4• IO'-7' OR CASE E (Plan) CONCRM BLOCK HALL ' +50.0, -55.0 t0•-0• 9'-4' 10'-0" SGN(F• 1/4'. I'Ct7M POURED C +55.0, -60.0 9'-7 e'-6" 9'-7' �«* T , SECTION O STUD (0P� +) L RE01""ED TYP. TOP/BOTTOM +60.0, -65.0 9•-?' 71-91 9•-2• rAPC•ON".OR SICW� C( IINrK� +65.0, -70.0 B•-9• 7-2- B-9• EFCRSPACRK) ' NN WALL MOUNTING +70.0, -75.0 8'-5• 6'-B• B•-6• SECT/ON 9 �•M�57 FLORIDA BUILDING CODE Non N! IT YB/ocl Hurr/canO Zons a * }* 0101?yxmm AC 0.050 BERTHA ALUMINUM STORM PANEL RALG +75. -Bo.o B'-2 6'-J' 8'-1' SCALE: 3/8'= 1' * 2.25"DEEP) OM sr b8aa: MINIMUM PANEL L£NGTM IS J'-O' �* EASTERN METAL SUPPLY, INC °'M 11 on:N:• A 'L ECO 1 w C. 4268 NEW MW LMM1E B-•LONA` M7 P"macK FL m'or -096NJg2W-4t2r;IA?:(56IM41-1718 /7 - IINNr1 Nrw:L>•JN?r-.Sv.A,.fbP�•-Iu 1r LMAwNC Ne £8-01706719 RAL LER A GLUT.M.P.E. LMO R1-Iw PUM4N Lie. !1167 JNEEr 3 0r r1 Ors sa,m,AE#VICARS WOW"ANCHOR SPAU.0 MAXIMUM A.S.D. DESIGN PRESSURE RATWG W c I Z AND CORRESPONDING MA.Y VX ANCHOR F.R A GAIN Asn DC%N LOW AND PANEL 1D N E. a - EDGE DI57ANCE AI:/01 a`a'o �`of fes PACING SCHEDULE FOR /NSTALLATION� INTO CONCRETE AND CONCRETE BLOCK STRUCTURES s SaIenAE ON sr,aT.. ",C�,ly AWA0,f ANCHORS SPAChW FOR E a -J 1/r•• AWA&W ANCHORS SPACM COR E.a.J r/Y••• ASD. APPliCABLE TO YAORM AY$Q APH'<1G1BLL/O YliifY DE57GR IAPCQ•6 RID Ml T OVK-N STILO-SET PAh[LW/E5 Cr/M�iRI SYL/RYRS R PAL! 1A/CONS wlssuRrKIP Ha T G!R-N SOLO-SET PM4ZYAiES Cf IM-GRP �CAw Cd/&Iw' lLhcTH 1 frhe 1 [ENGM RATMG m ro ro m m m m m m m ro m OF MEMRA 2'(R) (P_s F) CVAOIER wsmaNn cwmw YAT w wNaww wmwr c'OwU[1[ YASmpwr cam Ea I mu&ar GOM�CREa1 wsmrMl• cr MEY 1'(NJ (P../) carGBCrE'YAmNw caYollelc Yamwr cavwErE Yamlwr GaheeRER .wSTrwr (XFR'RF1r wIro cu+To Yas10 12' - - - 12' - /f' - 1(Top) 11' - - I2' - 12" I - - - Ir ' - 70' - I (TOP) tt' to* rY' ! rs• tY r It' Ir I2' 12• Is* -lo IR 1, - ) u' a' rY ~ Is• r2' S. Ir /Y rs' u• a r/s•l a I/2' r. aF(BOTIDAQ IY /f' /2- 12' 12' - rf' 1 - R 0(w) 12' e- rr+' - or !s- 12' 12 IY - tt r/Y+ - A2A 12' to* r:•+ !s• IY s' - I - 12' 12- 1Y •10 1/1• s(soTTON) lY s- TY++. n• 12' j s• - - Is- I2• n 112-1,1/2• 12' I to* 1f'+ 12 If' r - - 12• Ir If• ro I/Y, at(bon-) I2' a- 1:•++� I!_ 12, 5' - - Ir /f• It 1/2••e l/Y 1350• -b0 If' - IY+ - It• - - - IY - 12, - J•4(TOP) R'-0- 1350.-Ido 12' ' - 12'+ i _ If' - - - fY - 11 1/2•, - ON 12- ` to, 12•+ 12• /Y e• - - I?' r:• 1Y I/o I/2' J(9oTroY) OR cw 12" s• 12'++1 tr rr s' - - 12' 1 12' I t/t'ls 1/2• J(BOTTOM) I0'-0• LEss LESS 1Y /o' 12• 12, 12' e, - 1 - 12" , 12- 12' ',10 1/2' 4(BOTIDLI) LESS 12• ; a• lf- 12 12' S' - - I2' I IY tl 1/f• o 17/2• 4(BOT10I1) f0 -i - /z'-Il r2' 1 - rz•+ - r:' - - - 12- - rY - s(TOw) tt- - rr +� - IY• - - - 12' - n 1/2" _ s(row) ►Y 10' 12'++ 12, 12' s' - - Is Is- to' 12- 110 1/2' S(801170) If- 6' lY 12_ 11 3• - - 12' 1Y 171 t/s' s I/f' 5(B rmv to• - - - IY _ _ s(Tap) or - - 12- - - - B d• - - 1 - r - - it, - - - s(eorlou) ir I 1 12, 7(a7TTw) IY s' 12' 12, 12' Is, - - (Trn/BoTTgv - - - - rY - 1f• 12' rf' rs• - I - (IDP/BOTICW If• - !1• - IY' _ _ _ - IY i - 1(TOl^) + OKV WOON ANCWff M ALL POINT SOLO-SET AUONEO EM A101MINMa SiWRON A 172' I s' !f' tY 12' I r #' IY is' 1Y• If• i8 1/Y• 1, O(BOITOM) ++ ANCHORS SPACIAG ONLY YALND FOR 7AAAC NNLN. 12• - I2- 12• 12' Is. 12 l2' 1Y - Is, - 2.$+(top) , 1[unAr y ° • ORSHEET BOrOR ANCHORS U Is' r Is' s l/s :(8010#0 AVAUATs WTO WOOD FwwE BLALOiNGS. 1t12' or � + I I2' .. If' I2' d 1/Y• ?A(B07tOAf) •• MAxAMLW ANCHOR SPACINGS ARE VALD FOR J 1/2•EDGE aSTANCE. ,1� 1r a' 12' 12• fY s- - - yGN$L•.•'•• _ FoR E A LESS THAN J 1/2, REDUCE ANCHOR SPACING BY J C 135.0. -10.0 Ir - 12 - 12• - - - /Y- - 12- ! - J 3 4(TOP) YLATIPLYWG SPACANGS SHOW ON SCHEDLIE BY THE FOLLoWn _ rACToRS.(w. E. a FOR Gux-w ANCHORS 3 ELCo oR 12- a' 12' Is. 12' ! a' - - !f• lY- 12' of 1/2 J(8017170) a8'-0• PANELIWE IS 2 1/2'.AND J 1/2'FOR S"-SET ANCHORS).To 7 /,y /��-(mgr - + IY a• - - 1Y 12- 12• ;f 1/2' 4(BOTTOM) * �[e� f; LESS rY a' rY 12' 1" 11__ ++� - � 10'-0' FACTOR 12• - 12- - 12' i _ - _ Ir - 12' - 5(Yap) ACTUAL f. Dquo - Ir a' 12• 12' i?' s' - - 1Y' • 1s• 12' I a 1/2' S(BOTTOM) rAPaaN iDrRlaxT OMAr-N Salo-SEI CF u1-GRP '3• A .•........`�pi LI tY' - - 1 _ 12' - - - 12• - - - 6(TOP) J• - .Bd .75 .78 1.00 'agrrnl[a1II t t to' _ _ - 10• _ _ _ If, ` - - - s(Borrm) 2 I/Y' - 71 .50 - .80 tY - - - x7(TOP) _ Y' - so - -of. _ _ _ e' - - - Is' - -- 7(BOTTOM) I 1/2' .35 - - - - _ 12' 1 s- 12' Q, 12' 12• - - IS(TOP/BOTTOu FLORIDA BUILDING CODE Non High Velocity Nu no Zone c2on ttrzm.we 0.050 BERTHAALUMINUM STORM PANEL La (2.25'DEEP) am*w a1' oapyra L E C O I Nc .ass EASTERN METAL SUPPLY, INC . null Esnw aWpN[[NNn COMPANY war PAW arAOL n.J3/o7 17-096 (361)201P-82µFAX,(5sr)84r-rare •"'Nrb..:lseJw l-raw.ru:Lm'N._,ml avraw ORA6,Ac No [8-0006719 w IFw, 'TJ A nun,PE. SNf[7 6 OF 14 FL.Tic. H16a rTa anelxat NIeC3,7[S RECLWID ANCHOR SPACING TOR A QKN ASA LrsGN Lae ARV FANn LDCM NAXIMUN ASD DESIGN PRESSURE RATING (p s t) AND CORRESPONDING MAXIMUM ANCHOR _ HOW""40"PICU LEAGM TOR A GMEN L O. EDGE DbTAACE ASQ CJSXN LOW MUST LC VVWXD AS PER ' SCHEME cN SHIFT• SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES • }� , -!y'., .�( A AW&W ANCHORS SPACING TDR E 0. -J 1/2' •• APPL"ICMA6LE TO IIUI/N ASO.Yq/(/ MAXMRM M�fJLORS SPACING FCYP F 0. -! t/2••• ,/,� GES" rAFrJp6LT 7'A alK-N sme-s[r FANVIAMIFF Cr TM-CRP SECTIONS/d PANCL DESIGNSIGNPE T RFD N0. i GWr-MI 901D-SEI PAhIQWr[S Lr T �'[ SE ,d PMS 2y zume PRESSURE RED HD. I ANY CONaW LENGTH C 1H RATLNGro ro ro ! ro ro ro ro m ro ro ro ro or IHEm Y.-(LL) ro ro ro 10 To 1 ro ro ro ro ro To L Z•ND1 c'c,R LL snY cowm[ MtSD/Nl' cavome$!INSONRY cpa?m",WRI AXMCmw .WSOMPI' CWHL'R[TE YISEYir OCv.CR(1E j LL•SY7iPY CWR1R7[i IIlfC m MOOVIE Altair cocALTE MASWR/' cavatuF IItSLN1r , +{1 r 12• - rr.++j - 12' - - - 12' - 12' - 1 ()VP) 8• _ 7.++ - a' - - - Iz• - 6' i M •f / 1Y s' rz•'+ ,r E:• s• rr rY r2' Et' rr r r. ¢(�► ) rY s' n•� ro• rz• +• n• rr ,r a rte• 6' a• a .( j rr - a'+ - rr - rr 12' 12- - Ir - R a+(TDP) rt' - a'++ - I2• - 12' Ir 12' - a' i - z #+(TOP) 12' 6• I2-++. Ir Ir s• - - Ir 1r jr 7• 2(BOTIOU) 12' s• of ,o• Ir 6• - - rt• a 1/2' a' 1s• r lBOTTOW 12' s• 12'+ ►t• rr s' - - 1. ':• • 12• r 2A(60rTap 12' s' 1r•++ to- rr 4• - - rr a I/r a• a• 24(Borrow) .J5a -400 12' - rr++l - Ir - - - 12, - Iz' - J d 4(TOP) 8'-0' 1.550. -600 IY - r►•++ _ 12- - - - rt' - s• 1 - J d+(TOP) 6'-0• TO r2' e' 12 12' /z' a' - - 12• Ir Iz' r J(8017011) OR '0 rr s• IY++ lo• 1r 6• - - Fr a //2' a' ' a• J(soTnw) (Ne LES .550. -600 12' 6- Iz-++ 12' I2' s• - - 12' 12' rr' 7' 6(BOT1061) .750, -A00 1r a' 1Ito. 12' 6• - - Iz' !1/r a' 3' 6(trVTro6) 12' _ r=,++i - 12- - - - rr ` - u' - 5(►0w) rr - It _ 12• - - - 12• - IF. - s(Tow) 1t• s• 12-1 12- u• s• - - rr Ir rt• 7- a(sornaM) It. s• IF, to' Ir s• - - rz- a yr a• Y s(sortom) ,o• - —�--_ r0� i - - - IY 1 - 6(�') s• - - - r - - - to 1/2" - - - s(111•) 1- - - - e• - - - 12• - - - 6(80170m) 6' - - - r - - - I• - - - 6(so rTav) - I _ 7. - - - IO 1/2'' - - 1 SA(BOTTOM) - 7 I• - - - 6' - - - ti' - - - 7(BOTTOM) e' - - - s' - - - e• - - - 7(BOIIOY) r2' - rr 1r' u' t:• - - 9(10P/00770") - - - - 12' i _ Ir• 1Y r2' IF. - - (row/BOTrIw s' ! - s-++i - e• - - - IF 1/2- - s• - r (roP) s - 6•++ - s• - - - s• - J• sJ,/z• r(oP) n' 6• a'++ s• rr' J• 12' I rY 12, s• 7 ?A- e• r. 0(sorroM) Io' J• 7- to- J' it, 12' u' 7 8112, - I, 9+leorTar) Ir I - I-++ - 11' - i2' I:' 12• 17 //2-1 - 2. 0+(Top) IO' - T++1 - Ir' - 1r Jz' )Y - $112-1 - z 0(top) u• +- a'++ s• 11• J' - - ,2• s' 7 1/r 6' 2(VOR M) ,o- r s•++ T to, r - - or r 6 1/2' J 1/2' 2(60"M) II' +• a-+* e• 71• ! !• - - 1Y e' 7 r/2' 2A(BOTTOM) IO' 6' 6•++ 7• Io- J- - - is, r 6112-13 1/2' 2A(BOTTOM) .JSo. -400 Ir' - D'++ - ,I' - - - 11 - 7 IIs' - !d N pop) .555-660 tO• - r++ I/2-i - !d+(TOP) ro If- 6• r++ r If- J' - 1 - 12' ! e' 7 I/2' �• !(80TTOY) N'-o' ro 10' !- 8-++� 1. 10• J• - - Ir T ITIS•�!1/2' !(eorroM) ➢6'-0' .55.0. -$AD 1r' +' a•{+ 6- 11- J• - - l2• e' 7 1/2.1 1' +(BOAOU) TO 175.0•-sao lo- J• e'++ T ,o- J' - - 12' 7• 61 .. TO /Y J!/2' 6(BOTIo6Q /2' s(Top) ro It 10• 1r 6 I/2'. s(TOP) TI' 6' D'++ 8- ,r- J' - - 12• e- 7 I/Y �• 5(BOTTOM) a• !- Y++I Y a' !• - - /2- �6 Iv 61/2- ! 1/2- 5(60rrom) a 1/72 I - - ' - 8 pO•) e• - - - 6' - - _ 7 1/2- 6(1�) s' - - - s• - - - r - - - s(Bonum) s• - - 1 - s• - - - s r/Y' - - - s(soTrav) +' - - - +• - - - s 1/2'i - - I - sAl 0T7CMT s• - - - �- - - - s 1/z' - - - 34(sonam) _ 7 1/r' - 7(Borrow s• - - - 6' - - _ s• - - - 7(BbT1ar) Is' 12' /r r - - e pOP/BOTroY - - _ _ 6• I _ 12' 12 1T e' - pOP/BOROm _j FACTOR + DAY TAPCWF ANCHORS OR ALL POINT SOLID-SEr ALLOWED FOR MOUNTING SECTION 9. Arrest E D ++ ANCHORS SPACING MY APPLICABLE TO IAWC NARNv ANCHORS FLORIDA BUILDING CODE (Hon H/ h VeIOCI Hurricane Zone ZOAW NAAN SEE SHEET 7 d 8 FOR ANCHORS TYPE d SPACING rOR INSTALIAn ONS INTO HOOD FFAME ,M W, inrH46mr GUAr_N som-W cr.AP-aw • BUILDINGS. e207 WED%W. 0.050 BERTHA ALUMINUM STORM PANEL I.e. AA'QIaTES •• AAAXRRJM ANCHOR SPACDNGS ARE VAUO FOR J r/2'EDGE DISTANCE. (2.25"DEEP) clam+er FOR C. 0. LESS MAN J 1/2,REDUCE ANCHOR SPACING BY .86 .75 .78 1.00 _ MULTIPLYING SPACINGS SHOW as SCHEM"BY THE roUO*VIG EASTERNMETAL SUPPLY, INC o1�11l11 ,7I .50 - ,6O FACTORS. 0A.. E. O. FOR CALX-IN ANCHORS d ELCO are PANEUMTE 5 2 1/2'.AND J 1/2'FOR SOW-SET ANCHORS). 1 L ECO IMC. .266 HEST MNps cw&r -_ FOR THIS OPERAWN TO BE MADE REDUCED SPACINGS RESUL FROM APPLYING ABOVE TRLIr TEsnNG s[NGINFERINo COMPANY WS PAW ac"rt.'" 17-096 r• _ _ _ _ HVA". �p� v.w NAp4G(3602"-W"FAY:(561)81!-1716 _ FACTORS SFNLL NOT RESULT ON SPACINGS 1155 THAN J'FOR ALL ANCHORS(IXCEPT a. cvpoe{ 1 1/2' JS _ _ _ _ ++.3-FOR REO HO OYMBOLr ANCHORS) (vnTAT(B-LGO6~➢fM6J/N-ifn WAIL TER A IGLU 7r.P.E. m,I-i,• RORIa Lle.1"167 MEET 7 0r 14 ALE. TM 0 - - 1/4 0 LAC SCREW�r CIYW LACI SCJiE71s anvnRLAr0G0SCREWS CREWS a a'ac. a a' r—V 1 112* L/,•R O SYRflS a P/;�to r Oro, IDNtro� r/i-R LAG SYRE7K e 1 a•ae w/r r •lO. a'o a w/r I •rw IXLSTNG WVDD ME,AOER. FXSTING WOOD H15-0m. JIM ro ZNPdDEa TITr. LING 11000 JEAOER. TM57wG*000 MEAGER. 1 ° e1 Aa a2ao am" .Dao• a�la.1- .w. ate• .tm a25o' aSLO• Ai1i' aw Ile.. 1• 1 �S Con L. � i S cw�e. � w. � _�^ eli,. � �� Alk ' I T� 1 1 �V c-f. I 4 I 4 ~ •I Lbnl. W0hfALYR CCNWOW yL i IT now HIE • JlOWAFIAENEACER EID `- D I L" ' C CI•WxNf g T AAf s Oro I'INYY Wro—---�FO-- C1 L' - _ x ALTERNATIVE 1 0 ,� i ' 1 y $ le s•ac.— ^i rEx SCREW a s•/a�c� I•sim" I•AONaRR1/,T I-20 r•'; _.._nut I ^1 d//W��Q ' SEMASS 7U TOOw/C7/•E,3132• CLASS HANG Mur o s• 1/4•0-20 7�L / � i; oa rra7/t-E -EVERY o ST EAD 3132-wwG .c. 3132 ule— WM NUT o EVERYNur a i E� rO S O.C. 1C. T 3g C.M. I I/,•I-20 r c9— � ,CE1 e EO*IDTN a I .I � L�' ,•- Ls• C ne. RNEOIXW.IRSTEADEGSTEAD oas/cyu rOs.C . , ` e N•a C ?7 C Eo cO" cntC.M. w/MIT d MLLSAR aAoSCREW e I , wLGWr'a,' .r13 2'. 1 C SCREW a a• . / WOOD STEAD -IS AAAn. TE(cn) w/-VA'TON THREADED 2Kam• a 24'0.0 Jo' 6063-15 AAn /UBE(cae) 1 1/2 2' 1•PLA)E. AD01M cPLATE. REOLARM Lh (2) 1/4•a LAG SCREW e ID uOMoPLATE REF - now"D P&ETRAWN a EACH SA 1 aOF PLATE ?AWc ST ( Mor STEAD. LAC av r e T 1 w/2•Wn. FIRO Eo PLA[i WN W2 2•YN.NdIMNI) W/7'W. NRFAOED PENEW 7runav - w7o EXISTING STAG ,�IMO EXISTWC STEAM ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON 1,"WAX& SECTIONS A SCALE. 1/4'. 1• EXISTING WOOD BUILDINGS SEPA1471M TO- CLASS O C ASS //,'a-20 ,/4• 3 `''�LL�ycc�Iyyn fimrs W/7a/e v ` NOTES: a/�2 Wsvc Nvr a N0. 167 r2 a C t I. MS1AllA170N5 ARE ONLY A41LI0 rYW AMX.A5.0. DESIGN PRESSURE RATING UP TO +0.0, -72.0 psf AND PANEL'S LEAVY14S UP TO 9'-0'. OF �� 2. FOR 0000 FRAME CONSTRUCTION. WOOD MEMBERS TO B£ LbnR l SOUTHERN PINE No 2• w/SPECIFX DENSTTY OF 05 OR EOLNL. U14$LAG SCREW a s• c'^k A1.��d►► '2REowiADR as wr r 2 W o .r:j1 FLORIDA BUILDING CODE Non N! h Vsloe/fy Hurr(cone Ione) AIrOWarN OF PLATE. i NOTE FOR COMBINATION OF SECTIONS: clot)nrrcD,we 0.050 BERTHA ALUMINUM STORM PANEL L.c. -- I WALL MOUNTING SECTIONS CAN BE COMBINED 2.25"DEEP) LWAWN or. IN ANY WAY TO SUIT ANY INSTALLATION D7/le/17 ALTERNATIVE 3 I L E C O l lEf. EASTERN uME*TAL SUPPLY, INC atrr. 7/tU7 r[J7/N0 a[MGNE[MNO COMPANY *[Sl cRw PALM K�TL SSIO7 17-096 lMa 1"rla�f.R• ..�wrev,A>icAIIN 1MDIx.(Ser)EDe-12e1 rAr(ssrN,l-r7ra (IMJa7EI-o0067ri WIL RRA/UHT✓/.P.C. m'FH.a I+ SMEEr Yl or I, LL:. 1,107