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HomeMy WebLinkAboutProduct Approval r RECEI _D APR 28101 FERRUCCI 3 2nd floor 4 q DI 1 1st floor Florida Building Code Online Page I of 3 •®pt(' ` Florida Departmentof BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Busines�sr() Professional M"oProduct Approval USER:Public User Regulation Product Approval Menu>Product or Aonlication Search>Application List>Application Detail ,. FL# FL11968-R1 tU Application Type Code Version 2010 Application Status Approved Comments Archived r 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 E Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Walter A.Tillit,Jr. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. F Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R1 COI EASTERN METAL Certification of independence drwq 11-223.odf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 5/23/2012 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 12/16/2011 Date Validated 12/21/2011 Date Pending FBC Approval 01/03/2012 Date Approved 01/31/2012 Summary of Products i FL# Model,Number or Name Description 11968.1 .050"Bertha Storm Panel(2 1Corrugated aluminum storm panels retained or not by 1/4")-Drawing Number 11-222 11tracks to provide hurricane protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL DRWG 11-222.0f Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes j Design Pressure:N/A Evaluation Reports Other:Large Missile.Max Span is 12'-11"for+30,-30 FL11968 R1 AE EASTERN METAL Product evaluation p.s.f.ASD and 8'-2"for+75,-80 p.s.f.ASD for report drwcl 11-222.pdf mountings without"H"header.See sheet 5 of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 11968.2 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by Panel(2.25"Deep)-Non-HVHZ tracks to provide hurricane protection. Drawing Number 11-224 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL DRWG 11-224.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large Missile.Max.span is 12'-0"for+25,-25 FL11968 R1 AE EASTERN METAL Product evaluation p.s.f.ASD and 4'-0"for+125,-130 p.s.f.ASD for report drwa 11-224.pdf sections 1,3,4,6,7,8,8A,9 and 11.See sheet 10 of Created by Independent Third Party: Yes installation drawing for other spans and pressures. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not Storm Panel(2.25"Deep)-Non- by tracks to provide hurricane protection. HVHZ-Drawing Number 11-223 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL DRWG 11-223.pdf j Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile.Max,span is 9'-8"for+30,-40 FL11968 R1 AE EASTERN METAL Product evaluation p.s.f.ASD and 7'-2"for+70,-80 p.s.f.ASD for panels report drwo 11-223.1)df mounted without"H"header,See sheet 4 of installation Created by Independent Third Party: Yes drawing for other spans and pressures. 11968.4 Clear Bertha Storm Panels(2�11Corrugated Polycarbonate Storm Panels retained or not 1/4")-Drawing Number 11-220 by tracks to provide hurricane protection. Limits of Use Installation Instructions i Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL SUPPLY DRWG 11- Approved for use outside HVHZ:Yes 220. df Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. j Design Pressure:N/A Created by Independent Third Party: Yes EOther:Large Missile. Max.span is 10'-0"for+28,-28 Evaluation Reports p.s.f ASD and 4'-0"for+105,-110 p.s.f ASD design load. FL11968 R1 AE EASTERN METAL SUPPLY product See sheet 3 of installation drawings for other spans and evaluation report drwq 11-220.pdf pressures. Created by Independent Third Party: Yes Rack Noxt Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,e-mail 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 regarding DBPR's ADA web accessibility,please contact our Web Master at webmaster(a)dbor.state.fl.us. Product Approval Accepts: http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgsxYIeb4opODf... 5/23/2012 GENERA_I N07FS: I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLWNCE 1N ACCORDANCE NOTES WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL BE BE INSTALLED AT HIGH VELOCITY B,i)MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK HURRICANE ZONES(MIAMI-RADE/BROWARD COUNTIES). UNIT SHALL BE 1 114;• 1 3/8"FOR ZAMAC NAILIN ANCHORS AND 1 1/8'FOR RED HEAD DYNABOLT SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. B.2) 7/8'CALK-1N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REOUIRED BY 771E JURISDIC77ON WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. 114-0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1" FOR A DIREC77ONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALL977ONS UNDER 2010 FBC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RA17NGS INDICATED ON SHEETS 5 THRU 9. N ORDER TO VERIFY THE ABOVE CONDITION, UL7lM4TE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 B.3)MINIMUM EMBEDMENT OF 1/410 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE BLOCK. NO SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTPLYING THEM BY 0.6 1N ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RA77NOS INDICATED ON SHEETS 5 THRU 9. MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A JJX INCREASE B,4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WAS M USED IN THEIR ANALYSIS,A DURATION FACTOR CD-7.6D WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES IN VERIFICATION-OF FASTENERS/N-1tC10D, 0.1)AND 9,2)ABOVE. STORM PANELS ADEDLIACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED/N ACCORDANCE W171I SECTION 1609.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIRCITONS OF THE ANCHOR'S THE ABOVE M17NRONED CODE AS PER AR REPORTS 10121,01-98R,/'0329.01-00,B 0525.01-00 AND 40512.01-OJ AND MANUFACTURER. 4Vb617.02-04,AS PER SSTO 12-99 STANDARD. Z PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU B(SHEET 3&4 OF 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 9)EXCEPT THAT HEADERS J, 4&5 SHALE.NOT BE USED. 3.ALL ALUMINUM EXTRUSIONSLL BE ALUMINUM ASS ARON 6063-76 ALLOY&TEMPER UNLESS OTHERWISE NOTED. A JT-SHALL BE 771E RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS 14 STUDDED PLATE AND U SNAP CAP ARE PATENT PENDING. ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/50 ks)YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 9• THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK All SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT NRH THE 2411.3,3,4. BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AMI J04 SERIES STAINLESS STEEL. WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (0)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROWDE INFORMARON FOR A S17E SPECIFIC PROJECT,•L. WHERE THE S17E CONDITIONS DEVATE 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 SAFETY OF THIS PRODUCT (A)TO EXISTING POURER CONCRETE- .BASED-OM THIS P.E 0.PROVIDED_HE/SHE DOES-NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMEAM 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LT,W.BU/LDEX. CONSTRUC77ON SAFETY AT SITE 15 THE CONTRACTORS RESPONSIBILITY. 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED'BY TRU-FAST.CORPORAT/ON• (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 1/4=0 ZAMAC NAL/NI ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC, 1/4'0 x 7/8'CALK-IN ANCHORS OR ELCO mala&ke M YANELMATE'AS MANUFACTURED (d)SITE-SPECIFIC PRLJEC73 SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL--BECOME THE BY POWER FASTENERS,INC.AND ELCO CONSTRUC77ON PRODUCTS, RESPECTIVELY. ENGINEER OF RECORD(E.O.R.)FOR THE PROQECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. 1/4'0 x J/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL PO/NTS SCREW, BOLT&SPECIALTY COMPANY. ENGINEER OF RECORD,AC77NO-AS A DELEGATED EN0114EER TO THE P.E.D. ENGINEER,SHALL SUBMIT TO THIS LAtTER-TLE SITE SPECIFIC DRAWINGS FOR RENEW. NO7ES; A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 J14,FOR ZMMC NAIL/N ANCHORS 1S 1 318"; (c) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT FOR ELCO PANELMATE ANCHORS IS 13/4'AND FOR CF TAP-GRIP ANCHORS IS 1 7141. PREPARED IT. A.2) 7/8"CALK-W ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCITEO ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1775.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. SHALL BE PERMITTED. 1/40-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST AND I- LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILOJNG CODE. MINIMUM FOR WALLS WIH NO STUCCO. AJ)MINIMUM EMBEDMENT OF 11410 r 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I"MINIMUM FOR WALLS WI7H NO STUCCO. AIL)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON 771E EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS INDICATED ON N07ES A.1)"&A.2)ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL- - 1/4'0 7APCON ANCHORS AS MANUFACTURED BY I.T.W.BUILDa. - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA S7UD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. - 7/4'0 ZAWAC NAIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. - 114'of,7/8'r4LK-IN ANCHORS OR ELCO mate&femak IPANELYATE"AS UFACTURED of"/ - 114 Dd RED HEAD POINT LTT SOLID-SET LID-SEEEVE TNCHCORSRS S DISTRIBUTED BY BYAL POINTS SCREW, BOLT&SPECIALTY COMPANY. `1,,,IP��R A'T����T J FLORIDA BUILDING CODE (Non High Velocity HDrricone Zone) �,�GENSF'••.,, a 02011 7ILTECD,INC. 0.050" BERTHA ALUMINUM STORM PANEL LG./R.G1A.G. (2.25"DEEP) DRAW er: C/� EASTERN METAL SUPPLY, INC '2DAZ11 I E _O.M c. 4268)VEST RG/D5 DRIVE o'•. STATE OF 77WT TEST/NG a ENO/NCERING COMPANY WEST PAW BTACH.711.11407 'r (V�YY` n...ilwe r(J6Ns'-ram'io.yyl (.1n�Je�,ry,vraa PHONE:(667)209-8263,FAX(561)841-1716 11-222 11TI7° aGo ,-An� Ni ••n �anmx ,r sHELT of 9 2110•--II � J.00O'ue.. t.,ro• ir00-((Taw. WMI Coal"•(TorAr.w1DM1 I Vis_ �-,2000'(FFlFLTNf N70M)��1 t-6.000•rDmrNE W/DMI-I J3' R.171 I R.7J0' 1.300' 1.500• 1,300' 9.500• i•5"' 1.307' f300' 2� R.250' ®AS APPW'A9l£ara1 x,500' .173 .175' F.750' I !7 AS APPWBIE(IiP) R.125 } '� M. RIPJ' '� 1 : ' y �' �• y� _• � � 173' R700• Al } m a q• C pp� 0]"' Q a R12J' N II II �, h i a cs. -^I � o-� � .3]s• .ols' gh � .D73• � h f�7.725•--F�J89!'�2175"� F1.f25•-4 I h Tjp -2750• -I O FULL ALUMINUM PANEL W1 HEMMED fnrcc ® AL U E E 2.591' 2.750 NW R 7.250' fU l F• 7.S9I' 7,591' Q h"HEADER 3-max. "U'stag OUT 5Q 'U'-NF�IDER 15.119"(Toru MIX) 9.119'(MrAL MON) �-12000'(EA]ECINF MTM)----I �-sDoo-(rrrt'cmE 1n9M1-1 l300' ..500• 1.500• i.500" Ima, •.3017• 1300' ®AS AFPW'ML(Ira1 1.500' I It AS APPDYABIP D'raJ y8 BB d R .1BB• .190' I f I a � �ry • I} g�• L .tlr .h� .so o�� .190• I-2179•--1389!'-F-212S� I 1-2123• 8.062• _ •�� A!A .200' .097• .090' $ 47• .095' •. Q FULL ALUMINUM PANEL W-0 HEMMED EDGES ®HALF ALUMINUM BAWL HEWED HEMMED EDGES ' 1BI' 2.000•-Les 1350• 3'ANGLE BUILD OUT 314'!B. O. ® REVERSED''F'ANGLE BRACKET sCUE:ve•r• 'F' TRACK 'F' TRACK TRACK so W,ue•.r scut a/E•_r scuE:t/E•_r' J74 1- Y4'.304125' 115' .IBE ,y• I S STUD OTD a SPAaNGSNGS 1� 152 SNOWN ON SEC110N5. � I'0"• !1>tS crp E�Np AB5� 2000' 4 �-0°{• d I ? y { ACILRN1lE I SFE 095. N N 1 �'d 131 LEO LOCAAON� .093' DETA2 1 �- I 1 am• R.123• 2.000• 1 0. 2000• L I Soon' :�ti. °.a7J• alsr 90 'F' TRACK ANGLE f0 STUDDED ANGLE 1! 2"x_5' (Max.)x .125'ANGLE L srArr,.ye'-1• e°a1-a AIm.ADm .oeJ=1 � $� 1 3d SGaf r j/E'• SW[r J/E'_I' I I II 875• d f>>oE arp HI-O30'OR.060• %d ow O o k f»t;[�p -I 1-.093• .225'714'o 301 .Tae• DETAIL 1: smD w/Dve cAsr z1Ne .P7 SmEs _ 062' Tww R 0 MCKEL PLATED'MNG NUT OPT10N f oanoN 2 7°P'A'S '� 12A.281 ROUND HOLE AT P MFL .666' a I2'0.0: 150 © KEY HOLE AT PANEL (OPTION TO 12) Y; IIIA°1�ArArA�ii��.�n ,.6YJ•- 2.760.611 ' 2.168' R,.aPB• LffIQ� „'Tl... =� 062 "t \GENS s FLORIDA BUILDING CODE (Non High Veloclty Hurricane Zone) _'01] d7i- tog is m• Q� F 0201,RLIECO,INC. 0.050"BERTHA ALUMINUM STORM PANEL L0./R.e/A.6. .379 u� 67 2.25"DEEP DRAWN Br. 589 - `{- � EASTERN METAL SUPPLY INC "10611f © KEY HOLE WASHER ©:STUDDED PLeTE !©SNAP CAP o;; {�7fi QF� �� IL E C O I N c. 9268 WEST ROADS DRIW ° Aef-M,J,W A1, 7 Sdtf+EA1'• LieE rt�rlal Sr,Att-`j � 3 '•, •'\���` T7LLIT TES7fNG A CNOINE[R/NG aOLPANY WEST PAT BEACH,FL JJ407 0 •.,LOR0 r\\11 e v nx Jeu se,sn v1 BGea OA LOS n Uree PHONE•(561)209-826;FAX(561)841-1716 11-222 s .......• \v 1ff1 °.nw:WAL EB 6719(mien-15)1 ° m- nrr "WINO No ON f 11 WAGTER A TRur 3:Poe aD ee NI N oan •I 1 0R/a4 L'e.IfNI67 SHEET IA Or 9 TOP TRACK (SEE COMPONENTS, SHEET IA OF 9) ' CONCRETE ANCHORS (SEE SCHEDULE) 0 0 0 0 0 0 _--_r-r_-_-___r-r-r-i---r-r-7—---r-r_7_n---r-r-,_r---r-r-r-i_--r-r_r_r-_—r_T-r___r-r-rr A . Lu 4 O h W 2 y 2 O 1 � O Z W In CD A A. i a u J CONCRETE ANCHORS (SEE SCHEDULE) 1 Min. BOTTOM TRACK 1 Min. ,, 111P ••.......... `/�- STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET 7A OF 9) SCALE. 1/8" 1' XrHItOF� L ��11110 114"Max. GAP 114"Mox, GAP J O��ss/SNA L E�\Ci nP FLORIDA BUILDING CODE (Non High Velocli Hurricane Zone) 02011 77UMO,INC. 0.050"BERTHA ALUMINUM STORM PANEL LD./R.L/A.O. (2.25"DEEP) DRAWN Rr. to/o6/n SECTION A-A EASTERN METAL SUPPLY, INC aME L E C O I N C. 4266 W'ES'T RMD$ORY£ T2ulT TESTING A£N6INEERING COMPANY WEST PAW BEACN,TL 1407 11-222 SCALE: 1/8"0 1' 1611 (561x9-8761 FAX.(581)811-1716 fx:pn �� ORAW2JC NO ES-0006719 WALMR A MUr.6.RE m m-In n2Nr JM SNL[1 7 OF 9 R.OW4 L2. 46167 WCONS ZM C W RID IPM TAProNS.ZAWc MUM RED lIE10 T•1Pc0fIS.]ANAL NNLIAL RID RE10 MAW&CF /b.CALM-W OR CDn1, DMLteOLT,Cf TM-GRIP.C'o W OR wc&.15.T CF TAP-GIA m NOW OR ELL•0 ALNF/F PANL7WiE 7/PRYI£ALL POWT A]UD-SET LLD)NNf/FEWLE PANaWT O.CO HALE/iENALC PAN£uNIE g ANCHORS ZAWC AWN,RID HOW DTLII�LLT, ANCHORS (SEE StNED FOR SAM8,0) Cr fAP-GRIP.GV.e'-IN OR (SEE SCHEDULE MR SPACWG) 4 C.d. (SW S LWULC AOR SPArWG) 4 COnt. L0 RALE/ME PANfiLAR — HOPS(SEE SCHEOULC IVR SPACWG PRED 1\ URLD D COUETE N CONCRETE CRETE POURED C NR D CONCRETE w Q po W I Z D REQUIRED 'pJ• EOU/RI a REQUIRED o v�Y 3 cont. W I I \ _ � I I T � I I mum I, SEPAMPON TD !'N 7c, 1•CLASS I T I'11lMNUN Gram TO I T SEPAA s TO SEPARARON l0 I I I GLASS LIS W1 718 . 11�O.C. NUT® I 7 1/I.0-20 r Jf1' I 11 7 B'_J/J2'WING NUT I 1 I I A %J1•MAC NUT O I N �12 0.0 I . 12 O.C• i�O CanE �I PO URD p Ci - CCRETE o I PO D CO ROE W I / o hi I o 17E W OR'OCP WALL g I 0 CORETE PWRD J W —� I POURED W EOU/R£O B CX WALL CONCRETE CONCRETE_ £OU/RD T 7 Lunt. BLOCKOR WALL6 Cbnt I BLOCK '� J RfoUMED 1 REOU/RD T ALL AOM SOUR-SET,- T T0,F 1-,I% RED IGAD J I - 8 W/-NUl-7 12`0.C. SAWC ,RID HFM DYNIBa-T, T,CF TIP-GRP•Lll M OR- g DmuBO[T LY 7APW-ORD'•WX-M OR -C/-TA^ WR-IN OR O]N4£/fEIN(£-PMIIILNTE ELCO{qtf/fENN.E fMNfTNeTF TAP=4 IALNL'-Nl'UN, 1y Cont. aco PAIdTNATE Con! AHCMO'S . OT1N@OLT.Cl TAP-GRIP,GLX-IN OR ANCNWS SaPitlTi£MR SPAEAG) (SCT 6 MULE TVR SPWC ) Elro WLff fEY9LE PNTfW.11E (SEE SCHIDULF_fOR SPACPC) ANCINRS SECTION 0 ANCHOR (SEE SW—FOR s ACWO) WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLA?ION SECTION 2 scALE:3/8.-I' SECTION 3 scALf:3/e•- I• SECTION 4 SCALE:J/e'-1 i•MN/NUM 7 3/J1'Wm'C NN I SEPARATION TO— 6 12'0.F I c CfASS E D. _ EDGE DISTANCE (fE SCHEDUL6k 7E ON Iwy SHEETS Of 9) (W/STUCCO) .. I 1 I 114-0 L{vv�� W I 4 POURED o I NS �J1 WLNC A9iTr0 WOTAll/fL00R/COLING MOUNTING SECTIONS GW Bf CONCRETE CONCRETE I .t OR CORETF W I 12.O.C. COMBINED IN ANY WAY TO SUR ANY INSTALIATIOBA BLOCK i BLOCK WALL OR CONCRETE BLOCK W BLOCK WA L RfONRD D c 7 I g ont. Tf GT,CF"iIPA`-cab.cREDvx' 0 /N ax I Ltlil�� Af•T(�/�/• SECTION 0 STUD 2=vfmA PANRILATf A cont.I Ltl P �dY"6 FLORIDA BUILDING CODE Non High Velocil Hu one Zone (SIc SCHEDULE MRSPAaAC) e\4.� GEN$•'••..,9 _ 02011 TLZECO.INC. 0.050"BERTHA ALUMINUM STORM PANEL �� `"��- '• (2.25"DEEP) DRAWN er WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION �o:4fE7 1210611r EASTERN METAL SUPPLY INC ate. SECTION I SCALE:J/B•= 1• SECTION 2A SCALE:J/6'= 1• :�o STATE OF C• I'' ECO.N C. 426B WEST ROADS DRVE 1 TILL?TEST/NO t ENO/NEER/NG coNPANY WEST-W BE".fL.33I07 11-222 NOTE:DETAIL OF SECDON 0 STUD VALID ALSO FOR _t7�•••,F(0R10P;' `IL evs Hv.2ew n.sn.s03 nRael GA4004 n.vlee PHONE(5617209-6267,fAlf.'(561)811-1718 PROM:(]DSJeT!-1370.!71:($5)811-LS81 WALL MOUNONG INSTALLATION-SfCDON 1(TOP) \ tL EB-0006719 a[n's/nav ulr DAAWWC Na E`s O•• N� 11 wAIT£R A.DLLP.Y.VE V / •• IL1 fLOA•M U. N167 SNfIT J Of 9 fiA///Tlf TAPCOX4 CALX-DI OR ELCO LLAIE TAPCON&CALX-IN OR PLCO INLE/ 7/8'0 WINO NUT ONLY TAPC17NS TANAC X%W lO Conl, fENALE PANDL FE ANCI iEYN£MaNA/E AACL m �APPL/UBLE AT cr LW-GRIP,CAIN (SEE SCNEWLE fDR SP,ICNC) £.A (SEE 3CNmuLE MR SPACM) E D. MALE PANELNATE(TYP.) OR ELW xuF/fOUWE 1 4'P 20 S.S.MACHIN£ PANEIANR'ANCHORS // E.D. 90LT W/NUT&WASHER' ' (SEE SCMEk/L£FIXT GLK-!N ALL POINTS SOLID-SET OR vACMG) g ®71 0.C. TELCO MAL£/FEMALE PAN ELMA,E ANCHORS h I'Nin. PONIED CONCRETE I POURED CONCRETE I I I / (SEE SCHEDULE FOR SPACING) _ - RfOUIREo I REQUIRED � ,' 'I I i I -- POURED POURED I REQUIRED� p CONCRETE "e I ,�" ALTMON47E OR CONCRETE W I W 25 i ry LEG LOrARON g Cont I REOU/R£D� rJ1117 ctCont. 0-20 x-1 4' I I 1 I I S ROLLS W' 7/B SFPARA]10NT�T0 I I'N/NIMt/M I JIM.C/NC NUi'e'- M/N1MAd GLASS I W SEPACLASS TO I 1 I SEPARAW14 TO I I GL455 I 1')W/NLMUN GLASS I n I 1 I SEPARATION TO I I I GLASS z 1/4'e-2o x Jf4' I c I c1 I ALIMMIF 6oL.rs w/7/e a � J/Jz•wrxc Nur® I 1 � I •. I T a I � LEC LOGITON Con L. I I 1 4'0-10 x J 4 I I T g I 7 J/J2'Wu/C f l NUi,®12'0.C. J/J1'WING NUT a Lont. i 71'0.C. I _ �UR D o I Lu o W I POURED W T I 8 _ I l��K WA I I OROR.0 WALL _ _ Cent. REOU/Hf0 y{�_ I - CO WALL -I',- REQUIRED J 'I'Mn. / CALK-/N.ALL PO/NJs SDUDiET OR I'Mm.. POURm C04CRElE I 1' PoURID CONL4E7E I' /• .ELCO W4LE/FLMILE PANELMATE ANCHORS maC042 2AYAC-fL18TT.Rm rq 1/4'0-20 S.S-UACH/NE RfW4Rm I I REOURED I I (SEF SCHEDULE FOR SPACMC) OYN4401is([4.OfX LVRYA Cl 7AP-CRL'. BOLT W/NUT WASHER TNKO14�CHX-N OR am xAlf rAPC0V5.CLLK-V!OR am IHt£ CALR-AIM am-y,Y�/fT].NL£ ®I7'0.C. fFALILF PANELINTE ANClxA95 E D. ITALIC!PANEINAJE ANCNdtS E D. PANLLMME ANDHOR6 11 Cant. WE 6CfRNrLE fo?-s ACM) (6TE SC.M=/DR VA-0) (SCr SCM�MR BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) — SECTION 5 svLE:J/a'- l• INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE:J/a'=1' SCALE:J/B'=f' SCALE:J/B'- I' SCREWS ®TR1027R / 2DErE WALYL VOR1/1-0U59 rFN BOL i'11111W AI W/®& SEPARIRDN TO CLASS i •SIDE WALK BOLTS ARE 3/4%7/327NICK I D (MACHf�SCREW W/LENM AS PER NOTES A2 /-20 x J!4' E D. EDGE D HLOUIE •TRUSS HEAD BOLTS ARE 112'0,118'THICK HEAD Cant 9&7S W/)/8 (SEE SCHEDULE ON 9 J/J7'WTFIC NiT7� SHEET 6&7 OF 9) MACHINE SCREW W/LENGTH AS PER NOTES A2& 12'D.C. 8.2(SHEET 1) I N07F FOR N OF rAPCON6.Wx-Lv DR. uuALFJ� II.000 £ O. WA EOR%MIN�NCtOMOUNY To 77NTOSECT ONS CAN BE ��111tItP\��RC (Man Nigh Velocity Hu one Zone) 4�S, a/:. FLORIDA BUILDING CODE (S�SCHPmL"Y"M'nE roa ) / � .r 02011717ECA/Na 0.050"BERTHA ALUMINUM STORM PANEL L0./Rd./A.C. POURED CONCRETEIFECUIRED ) (2,25"DEEP) DRAWN BY: FLOOR MOUNTING INSTALLATION �: USAF •�`` EASTERN METAL SUPPLY, INC '2/OA%11 — SECTION 5A 546E:3 a'_ , e o 1 L E C O I N C. 4268 WEST ROABEACH, F JJ4 / 44 TIr1JT TESTING ffi ENGINEERJNG CONPANY RIVE WEST PAW BEACH,fL JJ407 F .,.ORIDP ��,1 PHONE 56f 209-e26J,FAX'(561841-1716 1 T-222 T� eue N1R J. s..w.aerw.4 o4RoeHs,n.orae ! ) ) Peu„°N(xi'I)elr--00 r:(]A.1)e7r-Ivr onf DRAWING Na V ' 'tULW.779 °RO"� AL E�j11!IS WALITR A 11LUr k..P.E. mO es-Nr r AMr m sH£Er 4 OF 9 JT FLORT04 l:e. HI67 POURED CONCRETE I� POURED CONCRETE CONCRETE BLOCK WALL VARIES J' OR BLOCK WALL REQUIRED Mnx. u REQUIRED PoURED CONCRETE �% \ CONCRETE BLOCK 2"r J'r A79J"-I. l-11 OR `\ 1 PONCRE I I WAIL REQUIRED WITH ANCHORS YO 12'Ou ANGLE CONCRf1E OR / CONCRETE BLOCK 2.500'Al' WAG.REOU/RED CONCRETE �RS 2.500 �h �� 0/2'0.C CONCRETE L �) fl 1/4'CAP ANCHORS 0/2'0 C. VARIES J' �I Max• A L i I L7 �^-5�REQUIRED ALWAYS _ 9d _ p ~VOR®OR O 1.OD0' e 2'x 4'r.125' \ 2'Nor. \\ AN-ANGLE I QR O O O 1'r 2"x.055' - ALTERNATE LEC LOGnON \^ JI05-Hr1 OR 6063-76 ALLOY '? TO 2'r 5'r.055' U Cant Alum.ANGLE _ __-_ �J OR pT7 EOBO'531 E 1R ' e- --- ENEET NEL7L Alum. 1/4°o BOLI f'r 9'x.072' BENT PU7E ®24 O.C. 3105-H14 OR 6063-T6 ALLOY W/JAO(NUT Cont.Abm.ANGLE ' CA SE CASE B (Plan) CC (Plan) SCALE.- r/4"= r• -ASE SCALE.- 1/4'= 1" SCALE., 1/4'= 1' CASE D (Plan) END CLOSURES DETAILS SCALE.• 1/4"= 1' MAXIMUM A.S.D. DESIGN PRESSURE-RATING- (;2.,.f. AND CORRESPONDING MAXIMUM PANEL LENGTH "L" POURED CONCRETE CDNT ORCONCRETE Min. SCHEDULE FOR A GIVEN PANEL SYSTEM BLOCK wAct (OPEN POSITION. PoURED CONCRETE 1.50-X REQUIRED ' OR CONCRETE BLOCK (RED a) TAPCON ANCHORS OR WALL REQUIRED tA.Y/MUM Nor.PANEL LLTCIH ALL Po/NT SOLD-SET A.S.D.DESIGN L(K.) _ (SEE SCHEDULE FOR SPACING) I it SNAP W--a--To - —� PRESSURE PA NG I RR1CAlNE-LONDIIKITMT 0-0 MOUNTING W/ NDUNIING W/ WALL NOUN n C W/ C j I 3 71' HEADER 8 !I'NE10ER Q COMPONENT "o / +30.0, -30.0 12'-11° 12'-11 +312'-17'0.0, -35.0 I SEPAARA7OR 12�-1r' 12'-I1" I'MINIMUM `�-• /0 GLASS CONT. RA +35.0, -40.0 12'-0' 12•_0' I2'-0' i STO OLAST I 7 7/B'r J/532' WNG NUT 0 ' +40.0, —45.0,. r 1'-2' 11'-2' 1 r'-2' I � � u s/UD CONT d COURID - 1//.......I/// +45.0, -50.0 !0'-7' I0'-9' !0'-7' a I z CONCRETE OCK AOR CASE E (Plan) vP�.�ER.. - +50.0, -55.0 10'-O" 9'-4' 10'-0' /W I REQUIRED CONT. U.IE' 1/1' I' 1\1,� PoURED CONCRETE / (OPEN POS/nON+) ♦♦ `•{L�± i '-h-��! OR CONCRETE BLOCK SECTION STUD ♦ ly_."`--' C"- +55.0, --60.09'-J" 8'-6" 9'-7' WALL REOUIREO / TYP. TOP/BOTTOM `:` C ♦ J +60.0, -65.0 g'?' 9'-2' TAPCON ANCHORS na 1 ' ALL PO/NT SOUO-SET CONT. ST�i : +65.0, -70.0 8'-9• 7'-2' 8•-9" (SEE SCHEDULE FOR SPACING) (OPEN POSMON+) ''•..�`'q'C OF ♦,� WALL MOUNTING INSTALLATION cq °RIo? +7ao, -75.o 6'-6' 6'-8' 8'-6' SECTION 9 FLORIDA BUILDING CODE (Non Nlgh Vel-Xr 02011 7700D.INC. 0.050" BERTHA ALUMINUM STORM PA/OEk.,,494,1RX, .c. +75.0, -80.0 8'-2" 6'-3' 8'-2" SG4LE:3/8"= 1" (2.25"DEEP) DRAWN Br. u/G6/I r i N'QMT MINIMUM PANEL LENGTH IS J'-O' EASTERN METAL SUPPLY, INC DATE• 4268 Y16ST ROADS DRNE TILUT TESTING$ENGINEERING COMPANY x...Pov� flNse..wi Isaa• urron¢n vlu '(535300574 1wsPHONE'T(5S1)20A9-82EC3FHAX1-1716 11-222 ra[v.aev ursdrs DRAG Nb EB-0006719 WALTER A.nL1lT J.P.E I1u41 SHEEf 5 GF 8 FLORbA Uc. HI67 FOR SCHEDULE WOYATES LOAD A ANCHOR SEW MAXIMUM A.S.D. ESIGN PRESSURE RATING (?s P) AND CORRESPONDING MAXIMUM ANCHOR EOR A CIYEN A.SO DESNN LOAD AND PANEL LENGTHE.D. a EDGE 0157ANCE AS.D.HOWEVER MAMMON PANEL LENVV FOR A OPERIWA SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES ' ASD.DESGN LOAD N4 a 8.VER/DDO AS PER SCHEDOLE ON SNEET 4 OF 8, - MA,Vy MAXIMUM ANCHORS SPACING FOR E A -J 1/2••• AS APPLICABLE TO MAYdYUMTMX/uUN LNX/MUN ANCHORS SPACING FOR E D.=J 1/2••• DESIGNA5,0. APPLKABLE TO MWLlM PRESSURE rAPCONS RED MD.DYPAWLT CALK-W SOLD-SEr PANELANTES CF TAP-CWP SECn?r/& PANEL DESIGN 7APCONS 2AMAC MUNI GIA(-W SOLID-SET PANftM,1TF5 Cf TM-CRR S£CWNS/& PANEL ANY COMe'.O LEHGm PR65URE RED HD.DYNAf701f Y COMBINAB(7 LENGTH TING TO ro f0 ro ro TO TO ro ro ro TO TO OF mEM %•(/L) TINGRA ') ro ro ro ro 70. ro TO ro TO 70 ro TO OF ilIE7{1 'L'(/1.) L CLWCREIE uwro ' COT,C W MASOIIRY CONCRETE MASONRr CONCRETE MASONRY CONCRETE MASOIRY CONCRETE MASONRY CONCRETE MAMARr CONCRETE MASONRY CONCRETE MASONRr COfCRETE MASON.Rr CONCRETE MASO+Rr COA'O7EIE MASONRr 12' - 72'++ - 11" - - - 12• - 12" - 1(TOP) 12' - 12•++ - 12• - - - f2' - 10" - 1(TOP) I2" 12" e' 12• I2' 12• !z' 12' 110-112- 1,9+(80770N) 12' 6' 12•++ 12• 12" 5' 12' 12' 12" 11' 11 1/2° 6 1/2' I.9+(BOnoM) 12•++ - 12" 12' M' 12• 12' - 12' - _ 2,9+(TOP) 1 12° 6° 11'++ - 12' 72• 12' 12• 12" - 11 7/2' _ 2.9+(IOP) 12" 1 12'++ 12' I2" 9' - - 12' 12' 12' 10 !/2' 2(BOTTOM) 12" 6• 12'++ 1z" 12' S• - - 12" 12' 11 1/2' 6 1/2' 2(BOTTOM) 12' to, 12'++ 12' 12• a- - - 12' 12' 11• 10 1/2" 24(BOTTOM) 12• 8• 12'++ 72' 72• 5' - - 12" 12' 11 7/2' 6 I/1' 2A(BOTTOM) +35.a-40.0 72• - 12•++ - 11" - - - 12' - 12' - 3&4(TOP) 8'-0" 1.15.0,-40.0 12" - 12•++ - 12• - - - 12• - I1 1/2" - 3&4(TOP) OR 12" lo' 72°++ 12• 12' B• - - 12' 12' 12' to I/2' 3(BOTTOM) OR OR 12' 6' 12•++ 12'. 12' S• _ _ 12' 72' 11 1/2' B 1/2• 3(BOTTOM) >!0'-0 LESS 12" 10° 12"++ 12' 12' B' - - 12' 12• 72° to 1/2" 4(BOTTOM) GESS Las 12•. 6' !2'++ 12' - 12" 5' - - 12" 12' 11 1/2' 6 1/1' 4,(BOTTOM) TO 12" - 72'++ - 72" _ - _ 77° - 72• _ 5(Tap) I2• - 11'++ - 12" - - _ 12' - 11 1/2' - 5(TOP) 12' 1o' 12'++ 12• 11 g" - - 72' /2" 12' 10 7/2' 5(BOTTOM) 12' 6" I2'++ 12' 12' 5" - _ t2" 12' 11 112-16 1/2' 5(BOTTOM) . 12" Iy 72' _ _ _ 6(ROP) 10' - - _ to- _ _ _ 12' _ _ _ 6(TOP) 12" - - _ 72' - - _ 72' - - - 6(sorrow)._.- - 8• - — - S. - - - - 6(BOTTOM)-_- 11" 12' _ _ _ _ _ SA BOTTOM_ T - - - T 9 1/a• -5A BOTTOM 7 TOP- _ 7 11' _ _ _ -72' - - _ 72" _ _ _ 7(BOTTOM) 7' - - - 7' _ - _ lo' _ _ _ 7(BOTTOM) - f2' 6" 12' 12 12' fT' - - a(70P/BOTTOM) 12 12 12 11' 12• - 72'++ - 72' - - - 72• - 12• - 1(Top) 12' 9' 72"++ )1° 12' S° 12' I2' f1' I2• 11' B i/1• 7,9+(BOTTOu) + ONLY..TAPCON ANCHORS-OR ALL PORn SOUD-SEF ALLOWED FOR AIOUN77NC SECTION 9, ++ ANCHORS SPACING ONLY VAUD FOR ZAMAC RWUN. 12' - 12'+ 12' 12' 12' 12" 12" 12• - 12' - 2,9+(TOP) / SEE SHEET 8&9 OF 9 FOR ANCHORS TYPE&SPACING 12 B' 1T'++ 12° 12" 6' - - 12' 12• 12' 8 1/2' 2(BOTTOM) FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. 12" a" 12'++ 12° 12' 6' - - 12" 12' 12' 8 1/2' 2A(BOTTOM) +4 MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2'EDGE DISTANCE, 135.0,-40.0 17' - 12-++ 12" FOR E.D.LESS THAN 3 i/2,REDUCE ANCHOR SPACING BY 12• 12' J&4 I'I" j1��dIF/////i/��'' - - - - - - (TOP) MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING lit ++ FACTORS(Min.E. D.FOR CALK-IN ANCHORS&ELCO I ER a• T� OR 12" 8' 12' 12" 12" 6• - - 12' 12• 12° 8 112' J(BOTTOM) >8'-0' PANELMATE 5 2 112;AND 3 112'FOR SOLO-SET ANCHORS). ,LI •••• / B' IT' LESS 12" ++ I7• 12" _ _ fi' 11' IT• 11° 8 1/2' 4(BOTTOM) Al �-,. 7AMAC mum FACTOR d�1,67 12. _ i2.++ _ 12" - - - 12' - )2' _ 10-0. 1 5(Top) ACTUAL E.O. , 11' B' 12"++ 12" 11' 6' _ _ 72' 12• 12• 6 112• 5(BOTTOM) b: L• e TAPCDN /DYNAGaT CALK-W SOLN-SET CF CAR-OWP 12' - - - 12' - - _ 71" - _ _ 6(TOP) - NJEWA?ES :y STATE OF r A` IO• _ _ - to" _ _ _ 12• _ _ _ 6(BOTTOM) .86 .75 .78 1.00 e0�� RiDP: '`@�Q'ItA 9• J - - 9' - - - 7a' - - - 54T(BOTpOM. 2 1/2' - .71 .50 - .BO 's`sIONAL ENG\',,It - -- - ra' - 2" - .50 - - - /iiiiYYIE/It11 7(BOTTOM) 72" 6• 12' 11' 12" J2• _ _ (TOP/BOnON) 1 1/T' .J5 NG CODE (Non High Velocity Hu one Zone 02011 727EC0.INC. 0.050"BERTHA ALUMINUM STORM PANEL L0./R.E.1%a. (2.25"DEEP) DRAWN SY.• 12/06/11 ME EASTERN METAL SUPPLY, INC T. IE C C INC. +268 WEST ROADS DRh£ TILLIT TESTING&ENGINEERING COMPANY WEST PAIL BEACH,Fl.7.1407(56 l 1-222 ars!Nla SaN f4 5th.1a;NRFmAA GIA K.n.ura4 PHONE' 1)209-11267,FAX:(561)841-1716 Pfw a(]p5)a I-rlJO.F-r(A6SJwr-isrr LB-0006719 aTa b ORAWING Na WALTER A DLUT.}.PE, - r�✓r SNL£f 6 OF 9 FLORIDA[rc. HI67 I•r 2•' W1 1 25'(tifn.J ALUM. TUBE W/I/4'0 //4'0 UG SCREWS 6 6' LAG SCREWS 'O 6'O.C. 1 4 I UG SCREWS O 6" O.C.W/1 1/2'NM. W/7 I/2'Min.7HRfA0£D 1/4'0 LAC SCREWS O 1/4'0!AC SCREWS O O.C,W// 1/1•Nin. THRFAbfD PfNE7RARON TO PENETRATION 70 IXISIWC 6'O.C.W/1 1/2'Min. 6'O.C.W/I 1/2'Min. THREADED PENETRATION TO IX/SRNG WOOD HEADER. WOOD HEADER' THREADED PENElM7701 TO THREADED PENETRA77ON TO /X\ EXSTINC W000 HEADER. I. IXISONG WOOD HEADER. IS17NO WOOD HEADER• YA. 0.250' 0.250' •500' 0150' .500- 0.250' .300' 0.150• 0.500' G.50D' Not. 2• i I 2 c 1211( Inn. Ln': 1A, •• � rVWOOD HEWER I Cof. WOOD NWOOD HEADER ED-WOOD HEWER REgUEREQUIRED REQUIRED dm REQUIRED I q I 1 r uNwuM g 1'NNMUY g g I SFP C 70 I g SEPARAWN lO 1 2t- GLASS SFP�� I ALTERNATIVE 1 r 1/4 0 x J/4'IIW &UILDIX 7EK SCR 7/4 0 x J/,'m BUILDIX I 1 O 6.O.O •SCREWS O 6.O.C. I 1 I T 1'NIMNUY 1 1'M/TUNUN I 1/4r 0-20 x 2 WnHG r1 0300' sfP�AON 70 sfPaGASTO oR d 7iimSSLS 183/J2y y I KING Nor ® d I 1/4'0-10 r n 800 BOLT W/r 3' I NUT O EYFRY .80(7' SND O 12'D. I 7/6•e x 1z 0,c 7/e m 1/12 J/J2'WING YANG NUT O fO NUT O EY I I .r.;•„. I SND O 12'O.C. F� EVERY SND O I 6 Conn 1�4'0-20 r 319' &OLIS w/7/6 _ Cent. pD D 3/32' C. NUT O \ 0 _ _ T0�OCa»L D 7UD Q 1/4'0-20 S.5. RE17 81E0-C 1?•O,C. 1" - 0.5 O-4' C. �S 7 90175 fl 1?'O.C. REWS 01 £0 7A Conf: / /'x 4'r.125' Min. R /R 6 cont. W/NUT WASHER - 6'RIC W/10 LAG C77b'n. 1.000' 10 Cont r 114-0 LAG SCREWS O 6- ( ) 7"r 4'x.115'(Mn.J - THREADED PENE RATION T/a r Ac scREws ®6 ac.w/1 r/2'Mn. WOOD STUD- -T5 At...RUBE(Con L) 606]-1S Num.TUBE(Cont:) A N/DW/DM 7TF PLATE.7O 2• •p - .. O 14-0.C. :_500• u/Rf O.C.W/1 I/2•Kiri. y •p THREADED PEN£TRAADN® REOU - :'M;n (2J I/4'0!AC SCREWS O -z-8 THREADED PENETRATION O E U/R£ t MOW/DTH OF P1AW. (2f I/4.0 UC SCREWS O SR1D DA/DWIDTH OF EACH SND(N1DW/DTH OF M/OWID7H Of PLATE S7U0,2•N'n,NOM/100 AND SND,2'Yin.NOMI "AND fY/1•Min.THREADED PENEM770N .12'Nin.7NREAOED PENE7RARON INTO EXISTING STUD. INTO EXSRNG STUD. ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON SfP�710uY70 I 1 SECTIONS A scALE 1/4'_,- EXISTING WOOD BUILDINGS I,,l°.° GLASS ..A:.TIII/T 1/4'0-2D x 311' 0` OLTs w/7/e NOTEs: A 16.7 J/J1•W/NC NUT O T4- 72 0.0. 1. INSTALLATIONS ARE ONLY VALID FOR MAX.AS,D. DESIGN PRESSURE '6 LY ••( j/ j .•": I RAT/NG.UP TO*65.0. -72.0 psT AND PANEL'S LENGTHS UP TO 9'-0' y•,• 'STATE OF 7 Cont. 2 FOR WOOD. OD MEM&ERS TO BE SOUTHERN PINE NO. 2NSW'/SPECIFIC B DENSITY OF 0.55 OR EQUAL. =O'�(C'F�OR�u P,:•�Q�1Q` D.O. �" ,ALn1Ier71 , T/4'0 E72E U/RE SCREWS O 6' HELP TRA7ON 0 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) M/OWIOTH OF PLATE. NOTE FOR COMBINA77ON OF SECTIONS: 02011 MTECO,INC. 0.050'BERTHA ALUMINUM STORM PANEL L6./R,E/A,0. WALL MOUNTING SECTIONS CAN SE COMBINED (2.25"DEEP) DRAWN BY, IN ANY WAY TO SUIT ANY INSTALLATION. 12/06/11 ALTERNATIVE 3 EASTERN METAL SUPPLY, INC DATE' LE CO.... ,268 WEST ROWS DRIVE xat Jett/Y..sx WROLn E7 PAW BEACH,R X07TlLLT TESTING&[NGNEER/NG COMPANY PHONE,W(.561)203-8263,FAN:(561)841-1716 11-222 611f iYicn:(3Rgell-r3Te.rw:(Jeep)!-)9Tr e°SPrnm 4¢ DRAWING No EB-OOOS7I9 WALTER A 71LL?.4.RE Nn m-Hr ryDJ/r SNEE7 B OF 9 AO/Mb Lie. N167 I/4'0 LAG SCREWWS S 0 1/4'0 LAG SCREO 1/4'm LAC SCREWS O 6"C. 4'0.C.W/7 I/T•Min. 4'O.C.W/1 1/2'16n. C W/I 1/2•Mfn,THREADED 1/4 '0-20 ELCO THREADED PENEl17ATICN THREADED P..L.ON PEN TION TD EXISTING WOOD male/lemok TO EASTING WOOD BEAM. TO EX517NG WOOD BEAM HEADER. PANELMATE 0 12' O'C.® Q ONT �) B' Mfn,)EX/STING 0 6'0.C.0 Q 1 OPEN PoS/TION ( 8'(Min.)LOfISRNO I/4'0-20 S.S.BOLTS® Mln. E STRUCTURAL ADEUOUACY E STRUCTURAL ADEQUACY 12'0.C W/NUT dt WASHER PENETRATION 1 4"0 LAC SCREWS 0 Or EXISTING WOOD 85461 / OF EXISTING WOOD BEAN 1 1'Min S.C.C W/1 7/2"Min. TO BE CERTIFIED BY TO BE CERTIFIED BY ` THREADED PENETRATION REGISTERED ENGINEER OR 0.250' I 1 TO EXISTING WOOD ARCHITECT PRIOR TO REGISTERED ENGINEER OR MOr. C - I HEADER. SHU77ER INSTALURON ARCHITECT PRIOR TO I SHURER/NSTAIlARON, 0.DO" I i CONT. I ,I 2' 4 I I I 1 Min. I 5 cent. M•A• I 3 .N. ' , CSI 2- ' I ,.WOOD HEADER ' REW64m I 1 3 WOOD HrADER I 1 •N••I ::: Cont. 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TING NG U /06/11 INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D.A.S,D, DESIGN PRESSURE 1 RATING UP TO+65.0, -72.0 psl AND PANEL'S LENGTHS UP TO 9'-0'. EASTERN METAL SUPPLY, INC DA TZ' 4268µEST ROADS DRIVE 2. FOR WOOD FRAME CONSTRUCRON: WOOD MEMBERS TO BE SOUTHERN WEST PALM BFACH,R J3407 TILL?TESTING l £N—,-:lNG COMPANY 11-222 PINE Na.2, W/SPEC/f7C DENSITY OF 0.55 OR EQUAL, nus xr.aeln n..sm.su xAawA GIIDLNe.n.alae PHONE•(561)209-8267.FAX:(561)847-1716' P/vmn:(]eSIa ESISTD.!:(SOS)B)I-1511 0114�TOx Ym DMWMG No FB-ODOfi719 ao m-111 »Ann WALTER A 72LT.Y.P.E; SHEET 9 Df 9 RORYlA Ue. 44167