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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 RECEIVED JUL 081015 F11 lit 5L- i__ � t&ETd $ � Honda Cepartmente BCIS Home Log In i User Registration Hot Topics Submit Surcharge I Stats&Facts Publications I FBC Staff ; BCIS Site Map Links j Search f Busines Professirnn-�a product Approval i.,i �USER:Public User Regulation Product Aooroval Menu>Product or Anolication Search>Application List>Application Detail FL# FLi1968- ° +'1 Application Type Code Version 2014 Application Status Approved Comments Archived [_] Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Trod riguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Pan 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 the Walter A.Tillit,Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Frank L.Bernardo,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R3 COI 225inoanelsCI.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 Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf7... 7/8/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide (2.25"Deep)-Non-HVHZ-Drawing hurricane protection. Number 15-042 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15-042.Odf 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 p.s.f.and 4'-0" FL11968 R3 AE EASTERN METAL SUPPLY INC. P.E.R. DRWG.15- for t -130 p.s.f,for sections 1,3,4,6,7,8,8A,9 and 11.See 042.01f she o nstallation drawing number 08-145 for other spans and Created by Independent Third Party:Yes essures. 11968.2 0.050"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide (2.25"Deep)-Non-HVHZ-Drawing hurricane protection. Number 15-044 Limits of Use Installation Instructions Approved for use HZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15-044.odf Approved for use o HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistan Yes Created by Independent Third Party:Yes Design Pressur :N/A Evaluation Reports Other:Large MIS ' . ax.span is 12'-11"for+30,-30 p.s.f.and 8'-2" FL11968 R3 AE EASTERN METAL SUPPLY P.E.R. DRWG.15-044.odf for+75,-80 p.s.f.for mountings without"h"header.See sheet 5 of Created by Independent Third Party:Yes Installation drawing for other spans and pressures. 11968.3 24 Gage Galvanized Bertha Steel Storm corrugated galvanized steel storm panels retained or not by tracks to Panel(2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 15-043 Limits of Use Installation Instructions Approved for use in HVHZ:No FL31968 R3 II EASTERN METAL SUPPLY INC DRWG 15-043.Ddf _ 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 p.s.f.and 7'-2"for FL11968 R3AE EASTERN METAL SUPPLY INC P.E.R. DRWG 15- +70,-80 p.s.f.for panels mounted without"H"header.See sheet 4 of 043.odf Installation drawing number 08-142 for other spans and pressures. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by tracks to Draw(ng Number 15-046 provide hurricane protection. Limits of Use Installation Instructions Approved for use In HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG 15-046 odf 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 10'-0"for+28,-28 p.s.f.A.S.D.and FL11968 R3 AE EASTERN METAL SUPPLY INC P.E.R. DRWG 15- 4'-0"for+105,-110 p.s.f.A.S.D desgin load.See sheet 3 of installation 046.1)df drawings for other spans and pressures. Created by Independent Third Party:Yes Contact Us::1940 North Monroe Street,Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 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 mall.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 emails 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 click here. Product Approval Accepts: 1 M eChR cm SCCllrl migl11cs. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf 7... 7/8/2015 GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E,D.)HAS BEEN VERIFIED FOR COMPLIANCE 1N ACCORDANCE NOTES WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL ME BE INSTALLED AT HIGH VELOCITY SI)MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE,AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK HURRICANE ZONES(Y"-aADE/BROWARD COUNTIES). UNIT SHALL BE I 1/4 J JIB'FOR ZAMAC NAILIN ANCHORS AND 1 1/8'FOR RED HEAD DYNABOLT SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC77ON 1609 OF THE ABOVE MENTIONED CODE, 8,2)7/8'CALX-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. 114.1-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1" FOR A DIRECTIONALITY FACTOR Kd-0,85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO, NOT EXCEED THE M4WIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, UJIMATE DESIGN WIND LOADS DE7ERMWED PER ASCE 7-10 8.3)MINIMUM EMBEDMENT OF 11410 x 314"ALL POINTS SOLID-SET ANCHORS SHALL BE 718"INTO THE CONCRETE BLOCK NO SHALL 8E FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY aG IN ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 112'LONG TO COMPARE THESE W/MAX. (A,SD)DESIGN PRESSURE RATINGS 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 33X INCREASE 84)W GSE 7TWT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXlSnNG WALL.ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALI.SIS,A DURATION FACTOR CO-1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES IN VER/f)CATION OF FASTENERS!N-WOOD, B.1)AND 8.2)ABOVE. STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE MTH SECTION 1609.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS THE ABOVE U0477DNED CODE AS PER AR REPORTS 1 0121,01-98R, 4'0129.01-00,1 0525.01-00 AND/0512.01-03 AND -MANUFACTURER. 10617,02-04,AS PER SSTO 12-99 STANDARD. 7,PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU B(SHEET 3&4 OF 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-HJ4 ALLOY. 9)EXCEPT THAT HEADERS J. 4 It 5 SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONS S LL BE ALUMINUM ASS TION 6063-76 ALLOY&TEMPER UNLESS OTHERWISE NOTED. 8. IT-SHALL BE THE RLSPLNI518/L11Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS STUDDED PLATE AND�5 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 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN g THE INSTALLATION CONTRACTOR is 70 SEAL/GULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN 1N CONTINUOUS CONTACT WITH THE 50018 W/50 ksi WELD STRENGTH AND 90 ks!TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SEC770N 2411.J,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 AJSI J04 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (0)THIS P.E.D.PREPARED BY THIS ENGINEER 1S GENERIC AND DOES NOT PROVIDE INFORMA770N.FOR A SITE SPECIFIC PROJECT;I.e. WHERE THE SITE COND/AONS DEVIATE FROM THE P.E.D. 6.ANCHORS TO.WALL SHALL BE AS FOLLOWS.(UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELEDTION,ALWCWASf AND INSTALLATION INCLUDING LIFE SAFELY OF IRIS PAODUCT, (A)TO EXISTING POURED_CONCRETE' BASED-ON THIS RED.PROVIDED-HE/SHE DOES-NOT DENATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. - 114'0 TAPCON ANCHORS AS MMINUFACTURED BY LT•W.BU/LDEX CONSTRUCNON SAFETY AT SITE 15 THE CONTRACTORS RESPONSIBILITY. 114'O.CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST-CORPORATION. (e) THIS P.E,D, 97LL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, 114=0 ZAAMC NAIL/N ANCHORS AS MANUFACTURED BY POKER FASTENERS, INC. 114"0 x 718'CALK-!N ANCHORS OR ELCO mole&Jemole PANELMATE'AS MANUFA WED (d)SITE-SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL--BECOME THE- - BY POIVER FASTENERS,INC.AND ELCO CONSIRI cnON PRODUCTS, RESPECTNELY, ENGINEER OF RECORD(E,O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. 114'0 x J14'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. ENGINEER OF RECORD,ACTING-AS A DELEGATED ENGINEER TO THE RED,ENGINEER, SHALL SUBMIT TO THIS LATTER-THE SITE SPECIFIC DRAWINGS FOR REWEW. NOTES; A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 7 J/4}FOR ZAMAC AWI N ANCHORS IS 7 JIB,- (e) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT FOR ELCO PANELMATE ANCHORS/S 1 3/4'AND FOR CF TAP-GRIP ANCHORS IS J 1141. PREPARED 1T. A.2) 718'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. SHALL 8E PERMITTED. 1140-?0 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO E7fl5T,AND J' LABELING TO COMPLY WITH SECTION 7715.82 OF THE FLORIDA BUILDING CODE. MINIMUM FOR WALLS WITH NO STUCCO. AJ)M/NWUM EMBEDMENT OF-11410 x J14'ALL POINTS SOLID-SEI 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 1'MINIMUM FOR WALLS WITH NO STUCCO. A4)IN CASE THAT PRECAST STONE; PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL SE AS INDICATED ON NOTES A,1)&A.2)ABOVE (B)TO EYfSTING CONCRETE BLOCK WALL• 114'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W.BU/LDEX 114'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. 714'0 ZAMAC AWLIN ANCHORS AS MANUFACTURED BY POWER FASTENERS INC, 114'0,718'(ALK-IN ANCHORS OR ELCO mate&f—Ac 'PANEIMATE'AS D ELCO ITOAr PRODUCTS, TIVELY 10 "1 - BY POWER RED HEALL AD POINT T OUD-SLEEVEET ANCHORS AS ASAS SD1SIRIIBNT£D BY ALL POINTS SCREW MANUFACTURED &SPECIALTY COMPANY. 1RED BY LEW BUILDEX. 11,11P �A...... TJ (Non High Veloclly Hurrfcone Zone FLORIDA BUILDING CODE `��y� : ��GENSF'•;9 02011 BLTECO,INC. 0.050"BERTHA ALUMINUM STORM PANEL L6/R.L/A.a \. c 7 ; (2.25"DEEP) oMwv er a l/ EASTERN METAL SUPPLY, INC 121DAIr,05111I I L E C 0-,,,. 4268 MST Rao%DR" '�'•. STAT OF 77LLIT T£BT/Nd&£N0/NEERlNG COMPANY WEST PALM BEACH,FL M407 = 11-222 0, 'n•FCO R I .(' �� pew a�B"�'�oa`irs l'°' v�� PHONE 61)209-626J,FAX:'(561)84 )5 u� DRAWux N �VS•••••••••• •-1111 .&ILERR'aAL: 44767 aOa-,n SH£LT 1 Of 9 • I �iA/4///I/ITV 2.1)0' J.000'Mer. 2.4700 -� 1a00• � 30r0-'61. 0' m I• '112.JSF.I75 R250'14.645'(WFAL IWD7HJ 6.845•porAL W07H) 1.9°0' I2.0 '(rMV,-E W/OM)- 1300' 0• EMM W/DM)-I 500, .175 .ISSR.T502 470* 4.560' 9.5°' R.256' ®AsrOmJ 12s + � .u. 1 B ., 12!• R200• 3 R.123 + m o- n i o s• Da r De on, 8` 075 Y g . h � Tp, 2.250• �rj'-IIL O FULL ALUMINUM PANEL Wf HEMMED EDO@HALE ALUMINUMD 2.591' 2250 N L A. 17�. FLkL R 7.s9r• zlsl• ® "h'HEADER :1W-I- 04 A!-max, "U"BUILD OUT ® 'U'-HEADER SCYr:J/d•-,• scar,ye•-,• 15.119•(TOTAL WDTH) 8.719•(TOTAL WDN) -12.000•(&nCMV WDr,U--I r-s DOO (Uacros WiDW)-I 1". 1.500• 1.500' 4.500' 1.soo• 1300• 1.500• 1.500• _ .711• ®A!AP1P6aGAFr D1P) ,a A6 AR°c a O7j r. IRS' RR .iee• !Q N tl N 1 + ,R L .190• ry I I I I h� • 2723•--I�-4697•�-F•-2125'-I �1.17!•� .15 I- h __N • _ R.061' � I-.090' • � -� - 1Q FULL ALUMINUM PANEL W10 HEMMED EDGES ®HALF ALUMINUM PANEL Wf0 HEMAfEO EDS �Je1 J'ANGLE BUILD OUT 0 B"B o. ® 314'!B o. ® REVERSED'"F.ANGLE BRACKET Baur:J/6_, 'F. TRICK "F' TRACK TRACK •scar:.a/e•-,• sa,r:0�5-_,- 1 4'0 DI 5ab15• 115' .IBe a • 5(S STUD RA27F0 N ANGLE®551CNG5 •1•- m¢Grp 2.I 730 RC SHOWN ON 5WnON£ I r06J• t *d � .485 SEc091' DEWR.125, 7.000• a. 200°• SDW Ems•F' TRACK ANGLE f0 STUDDED ANGLE » 2"x_5' (Max.)x .125"ANGLE T- 'd� 3 d�d .A91' 2741/1'r 304 .766' DETAIL 1: SND W/DIE CAST Z/NC SERIES S£ NICKEL PlAIED WNG NUT oPnoN 1 oanON 2 .Ju• g FM �4 •10 12,Da 12A ROUND NOLO AT PA_NEI 791 Q OPTION TO 12 aarra,,, 2 KEY HOLE AT PANEL I W9 22488 I RI.BPe' N 111111Q� C FLORIDA BUILDING CODE (Non Hlgh Velaclt Hu one Zone) •0SJ' 1.J73" r08ir2.• �����:' �'\ F 020r1 WEC0,WC. 0.050"BERTHA ALUMINUM STORM PANEL Lalmr./A.G. - 0. 167 (2.25"DEEP) DRAWN Br. EASTERN METAL SUPPLY INC KEY HOLE WASHER ©STUDDED PLATE SNAP CAP F ' 0AE u, = i ,s�a� f L ECO N�. 4269 WEST SDS DRIW scar:Jia•.r• mai-m AuOr eau-ie°,.,, _ '. k P tV �� Nf£T PALM RV M FL M407 J 1-222 scut.,._,. saA,D,•.,• = 0 '••.,CORIA,.••' �� �y;a�..Tan°sw01N NaAawrNs,nP.Ai.I"iea PHONE•(561)209-B26J•FAX(561)841-1716 Tsns)an-Im, DRAWING No EB-0°06719 yA w-H, 200/: SSMC N Al�e�'1'1 aDwaa"a N76iE SHEET 7A OF 9 TOP TRACK (SEE COMPONENTS, SHEET 7A OF 9) CONCRETE ANCHORS (SEE SCHEDULE) -{ 0 o o a o 0 rT_-_-_--r_T_._.___T_7_._.___T_T------- _1___'_i_i_1--- i_i_i_i__T_F_T_.___T_r_r_i__T_I_i_i__-�_i A 4 O ti 2 O TiP W Z h W AT� t p U z a u J CONCRETE ANCHORS (SEE SCHEDULE) Mo,r. Max. 11' 1 Min. f Min. j1 BOTTOM TRACK 1� P ,..•••••••,., �/`— STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET 1A OF 9) d�, :• '\-\C ENS Ito, 1/4"Max, GAP 1/4"Max. GAP �'css/ANAL ENG\,,i nP � � ...nn4441I FLORIDA BUILDING CODE (Non High Velocity HOFricone Zone 020ft mT£cq wt. 0.050'BERTHA ALUMINUM STORM PANEL La./R.L/A.O. (2.25"DEEP) DRAWN 9r. 121061t]L SECT/ON A—A EASTERN METAL SUPPLY, INC AAM-4269 WEST RaWS DRNE TILL/T TESTING&ENGINEERING COMPANY WEST PALM BEACH,FL 1407 11-222 SCALE; 1/8"— I' oew 55ee,,m xii�eua4 cAwai n.v. PHONE.(561)209-9261 FAX.(561)941-1716 P,w+e:n61)l11-1610.P.,(J61,b11-IGJI etc �®,� Auc DRAWING No E9-0006719 WAL n97 0.TILL?...H I67 v. - rYmn J SHL£7 2 OF 9 FLOR/D4 L'e. TAPCORS.2A•AAC f4! RED H!AD TAPCONS.ZglAC NNUN.REO I&D IAfK'OM,2AWL 11N1R1 RM!/E10 D>TIABOLT,cr R 0"K CR 0 COnf. D.IT.CF IAP- LPo..CNX 0R OPCWUSI,CF TA M9X MWA OR LIAO Mr PMEONIE 2AM�IC£NAUi L�FAO Mbar AACNORYSF/fLW{E PN/QdgIF y$ QC0 UIULe/fDENE PANELWIE ANCHORS Cr IAP-GNP.GIIX-IN OR J (SEE STJfmUI£/OR SPAIJNC) 4 GOnf. (SLE SLN fOR sPACP.LJ CO MA[E/ml r PANElYAle (SIF SCNm'U"f0R SPACKG 4 Can(. Itm s 5 — /fJTS(SEE S IEPD E mR SPAWN6 PO D —L CONCRETEPOUREDI�-{-- POURED POURED CRETE C LURED I I CO I 8 I REQUIRED W 71 � REQUIRED W IFOLUREDg Ct. I 1'MINIMUM \ ) I ) 1'AIW/MUN 1'N/NOAUM —SEPARATION S TD I Y/ SEPARA 70 I ) S&FAR nON TO Cl.tSt' N/YUY I^y ASS SERAGLASSN TO I I I ) �i)s�w/D7"/rile•' I � t1?o.WWC NUT A ) RN 1/4.0-10 Jf4• I 7 B'x J/J1'WINO NUT 1 2 BOLTS W/7/aP 117 Q C. I = I J/J1• C. NUT O I I G� 12 0.C. � ConL POURED p CONGRE7E 14 La $ ED 14 OR cc CoRE7F POURID J W POURED W BLOCX WALL 'Y I CONCRETE CONCREIE I CONCRETE EOWR£D B CK WALL CREW1 EOUIBFD rREIE 7.Cont. BLOCK WALL fi Cant. I I BLOCOR K uL 1'AF T REQUIRED I REQUIRED 12 5 T ALL POPAF SWD-SET," T IAAUIC!MILAN.FED EEAO o 1 I WI-MUT-9 i2`O.C. IANC Rm NFAD OIIYBOI.T, I,CF IAP-LRP,EAL.N-Dl 0.4. S TAPCONS..7AWL"NNUN.Rm NFAO lAPCON$ZUMC.AM91K.fSs.NE/O -LAA° CALK-IN OR Q0 WLF/fnY PANIXW IE L1YA.Ad]LT,CF TM-aw..CNK-W M 1Y Cant. E[CO PAIdWA/E Cont A1XhR6 Q WLF/-fsmIE AINEIWTF ALC/UARS stwx1£mR SPA ) (SEF Y LLE fOR SFACWL) ANCT10R5 ELL�O�U �P IE (SEE scwmuLr_T0R sPArn+G) AiC110R5 SECTION 9)ANCHOR -(SEE SLweOLar faR.SOACVC) WALL MOUNTING INSTALLA-TION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SCALE:J/B.o ,. SECTION 3 SCALE:3/8•- 1"' SECTION 4 saLE:3/8•= 1• I'MINIMUM 7 3/32'WING NUT SEPARATION TO— 0.C. I $ GLASS E 0. EDGE DISTANCE �X I SIiEEfS 6�&U7 I rWALL OF 9) (W/W/m STUCCO) I .. 1 o I W — NOTE FOR COMBINATION OF SECTIONS BO POURED o LTS I J/Jp•µ.,Po�T® .WALLInCOR/CER)NG MOUNTING-SECTIONS OW BE 4 CONCRETE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE POURED I >r OR CONCRE)E W I I2 0.C. y° BLOCK OR CONCRETE REQUIRED WALL BLOCK WALL REQUIRED — Gc�' 0 cont. M D.Ia I A Cant \\,,L!`A,� FLORIDA BUILDING CODE Non HI h Ve/ocl Hurricane Zone SECON 0 STUD (sec scnmufE fna SPA(AC) AAA VP• FLORIDA d� 9 ) `�i• �_ ,'.,• - 01011 RVECO.INC. 0.050"BERTHA ALUMINUM STORM PANEL La-19C/AG. WALL MOUNTING INSTALLATION WALL M7 MOUNTING INSTALLATION � � (2.25"DEEP) DRAWN er -_�O• 12/06/11 EASTERN METAL SUPPLY, INC DATE: SECTION I SALE;J/a•. I• SECTION 2A scA E:3/e•= 1• :-o'•, V` 4168 WEST RCADs DIM STATE OF (V AA TILLJT TESTING A ENGINEERING COMPANY WEST PAW aFACH FL M407 NOTE:DETAIL OF SECTION 0 STUD VALID ALSO FOR [.'FCO IDP'.•'• to —1 W—n sr"n'—O M' n.vim PHONE.'(561)20.9-a26J,FAX:(561)84/-1716 11-222 WALL MOUNTING INSTALLATION-SEC17ON 2(TOP) ���`- ••,,••.R \\ IA :pmlal 0006719( Tl-ILII 1 aserm• rtn M an ORAVRNG Na s �,11 WALTFR A DLUl.Y.P.E mn m-I4r SlO ••`" t f DMDA L'o. 41167 SHEET 3 0( 9 POURED CONCRETE n II POURED CONCRETE CONCRETE BLOCK WALL VARIES J' I CONCRETE BLOCK WALL REOUIREO \ Max. I i REQUIRED 7 POURED CONCRETE A OR 2'x 3"r.DgJ"3105 H-14 OR CONCRETE BLOCK 6067-T6 ALLOY Cant Al—ANGLE CPODNC OR Q II WALL REQUIRED WITH ANCHORS o 12'0.C. CONCRETE BLOCX 2.500'Min. ANCHORS A WALL REQUIRED I CONCRETE CONCRETE L� I II (1 ) 1/4'GAPQ ANCHORS ®12"Q C. VARIES J' E" II R£Otl1RSA&WAIM I cryOROLOR©DR®-O2'x 2'x 055° - ALIERNAIC LEG LOCATION 2' 4'+ 125' 10 2'r 5'r.055' 3105-H14 oR 6087-78 A Cont Alum.ANGLE \ ORi Cont Al—ANGLE OR ___o c =J � OR.080'3109-H199 —�——— SKEET KETAL Alum. y2P BOLT 4'r x.072' BENT PLATE 4 O.Q 7105-HH 14 OR 6067-T6 ALLOY CASEA (P/o ' W/JACKNur Cont AWED.ANGLE . SCALE.- 1/4"= r" CASE B (Plan) _CA SE C .(Phan) SCALE. 1/4"= i° SCALE, 1/4"= 1 CASED (Plan) FAT CLOSURES DETAILS SCALE1/4"= 1 MAXIMUM A.S.P. DESIGN PRESSURE-RATING- (R s f) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" POUREDCONCRETE CONT. Min OR CONCRETE (OPEN POSHlCl♦-+) 1.50�(' SCHEDULE FOR A GIVEN PANEL SYSTEM BLOCK WALL POURED-CONCRETE REQUIRED OR CONCRETE BLOCK (REOD) TAPCON ANCHORS OR WALL REWIRED -Y.AXUIUM Mas PANEL LENGTH 4 FSCH SLID (SEE Olw SOLID FOR SPA SPACING) I _ +N'pT(:.11.1 GP©70 AS.D.DESIGN L(R•) AREMAIN CLOSED AT NON PRESSURE RATING �. KURR/CN1E-CONDITIONS. 1AO11NANG W/ MOUNTING W/ WALL NOUNTI W/ COM. HEADER HEADER QS COMPONENT G&© / Q +30.0, -30.0 l2'-11' 12'-11" 12'-11' I H — 7' k 1'MWIMUM I �% +JO.01 -35.0 l2'-ti' 12'-!1" !2'-11' I Sp�r"eOcN I J CONT. 1'MWIMUM +J5.0, -40.0 12'-0" 12'-0' i2'-0" I �GLASS I I -++,2• +40.0, -45.0.. 11•-2' 11'-2" EA STUD ' +45.0, -50.0 10•-7' !0'-4" 10'_7• CONT. I CONCRETE CASE E (Plan) CONC �1111�j,\lER ABLOCK WALL . . /W I REQUIRED CONT. SCALE•1/4" 1" 1,,1 /7," 10'-0" 9'-4' 10'-0" POURED DDLCONCRETE K / SECTION @ STUD (OPEN-POSOION+) `` - +55.0, -60.09'-T a'-6• B'-T TYP. TOP/BOTTOM *- I 157 ! WALL REQUIRED -65.0 • 7g-2 R < ALL POINT SCUD-SET CONT A L ST (SEE SCHEDULE FOR SPACING) I (OPEN POSITION+) � ....�`A OF +65.0, -70.0 B'_g• 7'_2^ 8'-g" I WALL MOUNTING INSTALLATION _ss °RioA,..:��gIYN +70.0, -75.0 B'-B' 6'-B' 8'-6" FLORIDA BUILDING CODE (Non Hlgh Veloc od�he)' SECTION 9 02011 ZX=INC. 0.050''BERTHA ALUMINUM STORM PA -Aaj,%e.A.G. +75.0, -80.0 B'-2" 6'-3' B'-2" SCALE:3/B°.• i" (2.25"DEEP) DRAWN 81: 72/ob/rr A'QTE1 MINIMUM PANEL LENGTH IS 3•-G' EASTERN METAL SUPPLY, INC DATC LE C 0,,.. 4263 TIEST RQ1DS DRIVE TILLIT TESTING A ENGINEERING COMPANY AWT PALM MCI&TL 37407 11-222 +••.uN.Jen s, .J6L Naaw aumu4 n.urm PHONE.(561)209-826.1 FAX:(561)841-1776 Poen:Rmpn-rilo.!u:(Jmp�r-19r ORINA'C Ab LH-D006719 r�oa-11 r n.a WADER A TILNT y PZiL>�1 SNFE7 5 OF 9 RORlDA Lie. H1S7 THIS SCHEDULE WOADES REOIRRm ANCIAJR SPACING MAXIMUM A S D DESIGN PRESSURE RATING (p s P) AND CORRESPONDING MAXIMUM ANCHOR FOR A GIVEN ASO.DESX,N(010 ANO PANEL L£N07H. HtlWEY£R U4VMUM PANG LENO7N FON A GIVEN E.D. m EDGE DISTANCE 'ASD.DESGN LINO YUS7 BE VEPX/ED AS PERSCH&MAE ON SHEET 4 OF 0 SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES - DESIG!/M MAATNUM ANCHORS SPACING FOR E D. J 1/2- DESIGN /2'•• APPLICABLE 70 UUMM MAX7MUAl MAXIMUM ANCHORS SPACING FOR E D.-J 1/2••r MLVULf/ AA S0 A S.D. APPLICABLE TO REESSSURE /APCa•TS RED�CHCHD DOLT �-W SOUD-SET PANELM IES CF TAP-ORP SECDONS/h PANEL DESIGN TAPCONS ZU/AC NAIUN C"-W SCUD-SET PANF11M7ES CF UP-CRIP SECTIONS/& PANEL ANY COMS/NA LENGTH PRESSURE RED HD.DYNABOLT RABNG RARNG Y CDMB/NATlO LENGTH (p.e•I;) ro ro TO ro TO ro l0 ro ro ro ro ro OF 7N£M 2'(IL) (P.-J) ro ro ro ro 70. ro ro ro 70 70 ro ro Of THEM 1•(/f.) COACPElE lLl90NRY COAT^RETE EMS10 COMC.PEIE MA$OxRr LYMYRE7£14150NR/ CONCRETE NIMNRr COVCNEIE W$gM7Y cONCREIF IµSDNRr COItC/ffTE MISONRr CWCRM MASONRY COWREr LLtSOVRr OOACFEI£M4fW'Rr 12• 12"++ - 12• - - - 12' - f2' - I(TOP) 12• - 12•++ - 12' - - - 12' - JO" - 1(TOP) to, 12•++ 11• 72" a' #12' 12' 12' to-1y2• 1,01po TQM) 12' 6" 12'++ 72• 12' 5' /2• 12' I2' 72' 1! 1/T' 6 7/2• 1,9+(BOTTOM) -tY 12'++ - la' IT• - 12' - 2.9+(TOP) 12• 6' - 11'++ - 12" 12° 12• 12' 12• - 11 1/2' - T,0(Eop) 12 lo' 1T"++ 12' 12• B' 72• 12' 10 1/2• 2(BOTTOM) 12• 6' 12'+ 7y 12• 5' - - ta• 12' 11 1/2' 6 1/2• T(BOTTOM) 12' !o' iZ'++ I2' 12' g^ 12• f2' 10 1/2' 2A(Bormu) 12• 6` 12•++ 12' 12' S' - - 12' 12' it I/2. 6 I/2` 2A(BOTTOM) 151.0,-10.0 12• - 12'++ 12" - - 12' - 3&4(TOP) B'-0• +JSA.-40.0 12' - 12•+ - I2• - - - t2• - 17 1/2• - 3&4(TOP) OR 12' 10' 12'++ 12• 12' 8' 12• 12• 10 1/2• J(BOTTOM) OR 09 12' 6• I2•++ 12' 12• 5• - - 12• 12' 11 1/2' 6 1/2 3(BOTTOM) I 1o'-O• LESS 12' to, f2'++ 12• 12' g' - - 12' !2• 72• 10 1/2• +(BOTTOM) LESS LESS 12•_ 6• 12•++ 12' - 12" 5• - - 12' 12• 17 1/2' 6 7/2• 4(BOTTOM) 70 12' — 12•++ - 12" I _ r-- F72- - 12• - 5(Top) 12" - 12'++ - 12" - - _ 12• - I1 1/2' _ 5(TOP) 12-11' 12• to' 12'++ 12• 12' g• - _ 12' 12' 72' 10 1/2' 5(BOTTOM) 12' 6• 12•++ 12' 12• 6• - - l21 72" 17 1/2' 6 1/2' 5(BOTTOM) 12' - - _ 72' _ _ _ 72• _ _ _ 6(TOP) 10" - - _ 10" _ _ _ I2• - _ _ 6(TOP) 12' _ _ _ 12' 12• _ _ _ 6(BOTTGM) - B• - — _ a' - _ _ 11• _ _._ _ 6(BOTTOM)_ - 1/' 12" _ _ _ _ _ 54 BOTTOM_ 7. _ - _ 7• _ _ _ 9 T/2• 'SA BOTTOM _ 7 P- - 11• - - - -72' - - - 12• - - _ '-7(BOTTOM).. 7• - - - 7• - - - I(1' - - - 7(BOTTOM) - - - - - t2' 6• 12' 12' 12" 12' - - 8(TOP/BOUON) - - - _ 12' - 12' 12' � 12' 12' - - -(TOP/Bo770L1) 12• - 12'++ - 12' - - - - 12' - 12' - 1(TOP) - 12• a• 72"++ 12• 12• 6• 12' 12' 12' 12• 12• 8 1/2' 1,9+(BOTTOM) + oNLY..iAPCON ANCHORS-OR ALL POINT SOLD-SET ALLOWED FOR MOUNT/NC SECTION e. ++ ANCHORS SPACING ONLY VAUD FOR 2AMAC NAJUN. 12' - 72•+ 12• 12" I2• 12• I2• 12• - 12• _ 2,9P(TOP) SEE 1a'++ 12• 12• 6' - _ 12' 12• 12' 8 1/2' a(BOTTOM) 1 FOR SN�LATIONS O/MO WOOD FRAME BUI9 FOR ANCHORS LDINGS SPACING 12• 8- 12"++ 12' 1 12• 6- - - 12' 12• 12• B 1/2• 24(BOTTOM) rr MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 7/2•EDGE DISTANCE. i35.0,-100 72' 12' ++ 12" -- FOR E.D.LESS RUN J 1/2;REDUCE ANCHOR SPACING BY 12• 12• 1j1 A- 12' •s�� - - _ - - J&9(TOP) MUL77PLKNG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING re OR 12° B' 12'++ 12• 12• S. - - 12' 12` 12' 8 1/2' J(BOTTOM) A8'-0' PANELMATEM6 2in.E1/2 f AD. SND 31/2•FOR SCA -IN ANCHO O-ET ANCHORS). 1111 P��`n .. /T LESS - LESS 12' B' 12•++ 72, 12" 6. - - /2' to 11a _ �v .d d 12• 12' 8 1/2' 4(BOTTOM) 1�J.E.(V1h.:% 11' - 1T++ - 11" - - - 12' - 12' - 5(TOP) 70-a' FACTOR g J' ACTUAL E.D. ZAWC NAkIN a 12' B' 12"+ 12' 11' 6• _ _ 11' 12• 12' B 1/2° 5(BOTTOM) 7APCON /OHUBGLT "X-W So7m-scT rF iAP-CPoP T� 12• - - - 12" - - - 12' - - - 6(TOP) - PANEIW/ES %�'•., STATE OF r � Q J• - .86 .75 .78 7.00 -�,n'•.F(O P..;• S1 8• - - - B" - - - 12" - - - 547(BO1poNl. z r/2^ - .71 so- .ao .FS',SIONAL EN�,� 1111 B' - - - 12• - - - 2' - .50 - - - •.eiieeeerll 7(BOTTOM) 1 1/2' ,J5 - - - - 12" 6• 12' 12' 12' 12' - - (Top/eoTmM) f L.OR,UA BUILNG CODE Non Nigh VBlocl Hurricone Zone 02017 7XMCO,INC 0.050"BERTHA ALUMINUM STORM PANEL Lc/Rx./Aa (2.25"DEEP) DRAWN BY. 12/06/11 EASTERN METAL SUPPLY, INC DAM 11. E C O 11 4258 WEST RD40.6 ORNE TILL?TESTING&£NO/NEERING COMPANY WESr PAW BEACH,ft.33107 11-222 axf!Na Jew M au Jas.vatcuAl 06®•N£R.GleO PHONf.•(561)209-82fiJ,FAN:(561)811-1716 PMn•:(A00IS EB-d153-00U0671 8 ORAWMg No 'WALTER A.77WT 41 PE m 05-111 SHEET 6 Of 9 FLOR/OA Lie. H167