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HomeMy WebLinkAboutProduct Approval RECER'7D JUN Z 129116 FhLE COPY Ho;dae rsnp ,�rV( SCIS Home i Log In User Registration Hot Topic, Submit Surcharge i Stats&Facts i Publications FBC Staff 1 ,BCIS Site Map y Links Search Bu`IiI,eApproval ProfessiVrlUl 0'��&P.r.:dVlc User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11968-R3 Application Type Revision 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 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 1✓' 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 12/31/2017 Validated By Frank L.Bennardo,P.E. iii Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R3 COI 225inoanelsCI adf 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 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 Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 15-042 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 042.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, FL11968 R3 AE EASTERN METAL SUPPLY 8A,9 and 11.See sheet 10 of installation drawing number INC. P.E.R. DRWG.15-042.odf r other spans and pressures. Created by Independent Third Party:Yes 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 15-044 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 044j)d 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 R3 AE EASTERN METAL SUPPLY P.E.R. DRWG. header.See sheet 5 of installation drawing for other spans 15-044.0f and pressures. Created by Independent Third Party:Yes 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 15-043 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC DRWG 15- Approved for use outside HVHZ:Yes 043.odP Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 9'-8"for+30,-40 p.s.f. Evaluation Reports and 7'-2"for+70,-80 p.s.f.for panels mounted without"H" FL11968 R3 AE EASTERN METAL SUPPLY header.See sheet 4 of installation drawing number 08-142 INC P.E.R. DRWG 15-043.Ddf 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 -Drawing Number 15-046 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.IS- Approved for use outside HVHZ:Yes 046.0f Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max/span is 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load.See FL11968 R3 AE EASTERN METAL SUPPLY sheet 3 of installation drawings for other spans and INC P.E.R. DRWG.15-046.Ddf pressures. Created by Independent Third Party:Yes Back Next 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,contactthe office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: GENERAL NOTES: N07ES• 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUA77ON DOCUMENT(P.ED)H4S BEEN VDWRED FOR COMPLIANCE 1N ACCORDANCE WITH THE 2014(SN EDITION)OF THE FLORl04 BUILDING CODE. THIS STORM PANEL SHALL AM BE INSTALLED AT HIGH VELOCITY 8.1)UNIT SM EMBEDMENT OF TAPCON,OR Z PANETA UM AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK HURRICANE ZONES(MIAMI-DARE/BROWARD COUNTIES). UNIT SHALL B£ f 1/4;• 1 3/8'FOR ZAMAC NAlUN ANCHORS AND 7 1/B'FOR RED HEAD DttNABOL7 SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2) 7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EA}BEDOID INTO THE CONCRETE BLOCK UNIT.NO EMBEOM£NT INTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISOIC77ON W7(ERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. i/40-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1' FOR A DIREC77ON41I7Y FAC70R Kd=0.85.USING ASCE 7-10 FOR INSMIJA710NS UNDER 2014 FEC AND SHALL MINIMUM FOR WALLS WITH NO 57VCCO. NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 7HRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, ULY7A417E DESIGN WHO.LEADS DE7ER4IINED PER ASCE 7-10 8.J)MINIMUM EMBEDMENT C 1/410 x 3/4'ALL POEMS SOUR0SET ANCHORS SHALL.8E ED INTO THE CONCRETE BLOC/(.NO SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LEADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO EMBEDMENT U D STUCCO EXIST,Sh4LL BE I-M1INIM 1/4 0WAL S.S. MACH/NE SCREW USED SHALL BE ! !/T'LONG TO COMPARE THESE W/MAT(. (ASD)DESIGN PRESSURE RA77NOS INDICATED ON SHEETS 5 THRU 9. MINIMUM SHOULD STUCCO IXISi,AND 1"MINIMUM FOR WAILS WITH NO STUCCO. 6.4)IN GCSE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.AS TESTED WERE NOT OVER STRESSED,A JJR INCREASE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS 1NDlCATED ON NOTES IN IN ALLOWABLE STRESS FOR WIND LOADS WAS RU USED IN THEIR AWL YSIS A DURATION FACTOR CO­1.60 WAS USED FOR B.I)AND B.2)ABOVE VER/F(CARON OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WIN SEC7TON 1609.1.2 OF (C)ANCHORS SHALL BE INSTALLED POIlOWlNG All OF THE RECOMMENDATIONS AND SPECfFlG4TlONS OF THE ANCHORS MANUFACTURERTHE ABOVE MENTIONED CODE AS PER AR REPORTS/0121.01-98R,/0329.01-00,1 0525.01-00 AND/051201-OJ AND /0617.02-04,AS PER=0 12-99 STANDARD,AND 10221.01-01 PER TAS 201. 202&203. 7.PANELS MAY ALSO BE INSTILLED HORIZOMACLY FOLLOWING INSTALLATION DETAILS SHOWN ON BECKONS 17NRU 6(SHEET J&4 OF Z ALL ALUMINUM SHEET METAL PANELS SHAM HAVE 5052-H32 OR 3004-H34 ALLOY. 9)EXCEPT THAT HE40ERS 3, 4&5 SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONSS 8E ALUMINUM 77ON 6063-T6 ALLOY& TEMPER UNLESS OTHERWISE NOTED. 8. IT SHALL 6E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WNER£SHUTTER IS TO BE STORM PANEL COMPoNEN75STUDD£D PLA TE AND CAP ARE PATENT PENDING ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED 70 CONCRETE;BLOCK OR WOOD FRAME BUILDINGS A ALL SCREWS TO BE STAINLESS STEEL J04 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 9 THE INSTALLATION OCNIMCTOR IS TD SE411CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WRH 7HE 50018 W/50 ksi YIELD STRENGTH AND 90 Asi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION BUILDING TO PREVENT WIND/RAIN IN7RU50N. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 2411.J.S4. 5. 80175 7D BE ASTM A-307 GALVANIZED STEEL DR DISI J04 SERIES STAINLESS STEEL. WITH J5 kst MINIMUM.HELD STRENGTH 10. (o)THIS P.E.D.PREPARED BY THIS ENG/NEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPfCIHC PROJECT, i.e. WHERE THE 517E CONDITIONS DEW47E FROM INC P.E.D. 6.ANCHORS TD WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSFALLA77ON INCLUDING LIFE SAFETY OF THIS PRODUCT, 84SED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT (A)TO D(IS7WG POURED CONCRETE CONSRU077ON SAFETY AT SITE IS THE CONTRACTORS RESPONS181/JTY. - 1/4'0 TAPCON ANCHORS AS MMUFAC7URED BY I.T.W. BU/LOE)L - 1/4'0 CF TAP-GRIP ANCJIORS(BFFTNA STUD-CON).AS MANUFACTURED BY 7RU-FAST CORPORAnON. (e)7N/S P.E.D. WILL BE CONSIDERED INVALID TF ALTERED BY ANY MEWS - f/4'0 ZAMAC NAIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4'0 x 1/8'CALF(-IN ANCHORS OR ELCO male&female 'PANELMATE'AS MANUFACTURED (d)SITE SPECIF70 PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BY POWER FASTENERS, INC AND PLCO CONSIRUCMN PRODUCTS,RESPECTIVELY. ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. f/4'0 x 3/4"ALL POINTS SOUD�SL7 ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPEC4lL(Y'COMPANY ENGINEER OF RECORD,AC77NG AS A WXG47ED ENGINEER TO 7HE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SRE SPECWX DRAWINGS FOR REVIEW. NOTES: (e) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROPEWIONAL ENGINEER OF RECORD THAT -A 1)MINIMUM EMBEDMENT IMO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4;•FOR ZAMAC NAIUN ANCHORS IS 7 J/B;• PREPARED IT . FOR ELCO P4NETAf4TE ANCHORS IS 1 3/4'AND FOR CF TAP-GRIP ANCHORS IS 1 1/4 1. 11.SHUTTER MANUFACTURER'S LABEL SFIAfl BE LOCATED ON A READILY VISIBLE LOCAIlON AT STORM PANEL W ACCORDANCE WTTF/ A2) 7/8'CALK-1N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SH4LL BE PLACED FOR EVERY OPENING- SHILL BE PERMITTED. 1/40-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST AND 1' LABELING TO COMPLY W17H SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. MINIMUM FOR WALLS WITH NO STUCCO. A.J)MINIMUM EMBEDMENT OF f1410 x J/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NQ EMBEDMENT INTO STUCCO SHN1 BE PERMITTED. 1/4'0-20 5.5. MACHINE SCREW USED SHAD.aF 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. A.4)W C45£THAT PRECAST STONE;PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOLCH 70 REACH THE MAN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHAM BE AS INDICATED ON NOTES AQ&A2)ABOVE THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN 7HE STATE OF FLORIDA (B) TO EX1STMfG CONCRETE BLOCK WALL.• - 1/4'0 TAPOON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4'0 OF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. \` �FFFFfff - 1/4'0 ZA:IIAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. I•IL•��,f✓ - 1/4'0 x 7/8'CALK-IN ANCHORS OR ELCO malo&Temole 'PANELM47E"AS MANUFACTURED J �. ✓✓� BY POWER FASTENERS, INC ANO ELCO CONSTRUCRON PRODUCTS,RESPECTIVELY. y�?•''��pEN�F''•.'P �� - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.:• FLORIDA BUILDING CODE kion High VelodlyHUFr1CDno Zone) - 1/4'0 RED HEAD DMWOLT SLEEVE ANCHORS AS M4NUFACTURED BY LEW. BU1LDLY. N0.44167 02015 TILTLI'a7.IAC 0.050"BERTHAALUMINUM STORM PANEL I:RI d (2.25"DEEP) DM Br EASTERN METAL SUPPLY, INC °'�1��t5 %',�D;•, r-',J� IL �►®GNC. 4258 WEST RadWS DNVV Nr y✓✓✓✓�s• \v�\\\\� 71LVT TESTING d ENGINEERING COYPAHY 61)209-82=AX(561)9/f-1716 15-044yPAW 65CH.FL JJ407 (ayE((5 f F f /V .�� 63Sf MrwmstSh AQ Mo»r rt DfeO ... orrxmr our ...x. ®onDRWWNo fd/lHllillllllltttt EB-0006718 pn rr_m r WALTER A 781/7 Jr.P.E SHEET 7 aF M fLORfDA Ile. 44167 I 74.845-(10TA4 w2JJN) a.845•(JdTAt fINaQ J00a'Ida. 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(sxE sr�u7RreE FOR sw2Hc1 �o am LMLE�FaEVE PNOLW,E (�F,7/LnLAE rrae sPAexDI O Corn m (FE—FA FDR SPAN(C POURED I W�ETFPOURED M REOURRE�D REQUIRED Ra71HRED W `7 1 I �g wavow 3 Conl. W I I f 1'MINIMUM ,4RN/MUM I 1•YIRNUN SEPAL TO I f"MINIMUM SEA CLAM 10--- i ) —StP RAVON Q.Am R7 I SEP To— CLASS f rt�ot4.�s wZ�Oi/el+ I a A IA J��J2't91NC NUT O / §p I !2'O.C I f 9OL15 WC /7/B�x• I 1f8z;OJ/. WAV NUl I 1 9 f v Coni I O = CONCRE o I PWD / o I � o �. OR TE W COACRETE I Cgt4'1RE7E W I POU. J W —� I POURED W REWI WALL I _ CONCRETE IT'- BLOCK. 'WM'L OR COmcftor OR CONCRETE II REOUfRFD RLDLNREOCont. BLOCK WALLI BLOCK WALL Min REWIRED B Cont REOUIRED 1/4'0-ZO 1!.S /NUTO )Z'0.R TAPOMMS Nf.Ft'1;Rr SY2N�7 MA°rON3 V"t NVLRr•RID TAP(ZWS,IAWC INR1H.HED M Mc NWAA ISD IRAD on UT, . OYlNOOLr,GP DP- ,,CALK-M OR OF MAP-CRP,O"-W OR a00 MQFf FFYNE PMfI3t/fE GYINd'kr.CF TAP-( CIIK-W OR I WCOAM LVMC NVLW.RED) a�Y•YE/n1WE PMQW,E cont ANgJWS Olt?LtC�FEY,VE PAHBWME DDMS(YT,CF rA°-0'LP,CILX-M QR 11 C-L ANOtOIPS(STE 5T2ftT1Wt•F07 S7'AfAD) (SEE STHEW FOA"�",•,••, Sa"LAE torr SPAOHW a 1LdrE/FflNrE PAROAMIE (AF S'C ZXW FOR SPACCA7) SECTK)N®ANCHOR WALL MOUNTING INSTALLATION 8U/LD OUT INSTALLATION BU/LD OUT INSTALLATION CTI N 2 SCALE:J B" SECTION 3 sour..J/e•m M- SECTION 4 sow:a�B r• 1"MINIMUM qqq SEPARiRON ro 7/B2i OJ/J4P'WINC NUf I CSS i 7 C.O. SE 0 )ON RNISHED WALL 6O I f (w/sn/GGOJ I W .1 4' NOTE FOR COMSMWN OF SEC77ONS I 4 � I i J/�2'Sti3NGNUI O WALL/OOViCE WG MOUNNNG SEGNIALS CW BE POURED CONGA= 4+ COAMAID IN ANY WAY TO SU?ANI'INSFALLA770N. I OR"'c'm O11 R CONC BLOCK WALL DCS ErE REWIRED REQUIRED ,` �`plHllllilitl�r��� rq FrFiFF aro,wr/FaMLE PNRLMAME cart• a� Q�'..••"•'•••. /J.'4� FLORIDA BUILD/NO CODE (Alon High VelocityHu one Zona) sEcnoN®sJvp M SDMW MR s�G) � �' 4\CENs v�%� �•., o e2ors mrEa¢Rx 0.050"BERTHA ALUMINUM STORM PANEL F:R.L (225",DEEP) DRAWN BY. WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION z,f = 03/2./1s I L ECO EASTERN METAL SUPPLY, INC DAM SECTION I sc4LE:J/B•-1• SECTION 2A SCALE:J/B"e , t �k ? 1 w c. 4265 WEsr Roos urn•E (''. Y •G�`W nuir TESrLNO&ENGINEERING COMPANY WEST PALM&AGM(FL•7.7407 f5-044 ( (� ct S ®S Hq J6M.F F.a{wnw a AlEO PNDYE•(Wr)208-8261.FAY-(561)84/-1716 DETNL OF SECRON O STUD VALID ALSO FOR a¢ pRAWWG No - WALL MOUNRNC INSIAL(AT10N-SECTION 2 P /�s•. r.p.•� (�'\\��~ EU-MM718 Lm9 rmr �) A/P V�U N C1 1�� WALTER A RLLIF Jr.P.C. rr-� rp SHEEP J OF L4 Fir IJgc b \�" nPR/M M.1 44r57 . L- TAP4tTE�CAtX-tN OR EXGV TAPCV4 QU-W OR QL'P p' a„—, 10 Cone (sw s FAND.Wm w ATRS ALttE/ 7I810 E NUT ONLY (SEE SCBELMxE F6R SPACxM.) fFA11LE AUPL1giL'A1xS16R" PLrrABLE AT aG0 �lIINtE bar 0 20 S S.A44CHM E D, (4E Bc+LL7xNE FM SPAClNQ) E.D. PAnaJi17E ANCM;VS � AWCE'PANtZANTE(ITP.) 7lfbeE taR a �Y/Non k WASHER E O a 1z D.a rax-IK ALL PDVN1s sauo-sEr oR 9 1'Iln POURED CONCRETE I I �)( I i) FICO AlA1£/fEAfnLE PANLZGATF ANC1tORS �= REOUIREO I f" xuR DCaNuzor r I I I (SEE scTEDtRF SDR sPACNc)• i POURED 1 ( ! EW REQUlRLD — _ p' ! y�' POUREDcl w I 'Y 1' �i ALTOMATE— OR CONCRETE 14 I ry LEG tOr4RLN0 1 BLOCK WALL I 5 cwt. s cont i RMUIRED cat � t I 1 ( ( ^ T//i'r-20 x 3 i' I I I t f"R4170HM I I L70L75 W/ rx I I I I SLPARAnOJt m r'X1IXAELM ! J 32• trtJ Nur a ! 7 ( 3 CLASS ! � sEra"GGLiAS$ m i 1 o.c. I -WASRAiN ro I I i �APARO TOGLASS ! txAss I 3 7 1 •r-2D x Jfi' j a j 1 � I 1 is W 7/B x I 0. ! ALTETM 7E iss o c.c trot a i T i + T c 1 LES LOCVVN g Cont i I 1 T 8'r J/SZ'FNM3 F1tX,7S 0-20 O�S1' 1 1 4 1Z"O.C. J JZ' Zf NC NUT A ! I PoURtA o ! ConG OR CONCRVE W T I B Cone 1 BLL'N7t NN(.L j BLOCK WALL 1 1, R� RLO RECWLRED ----E- !'Min. 1' .� F0lATfD 4G0cra7E ( t' CAW-IM ALL POMS SWD-SET OR f 4'I-2O S S ALACHINE /+E4tarm I I potm1• f• aGO 9414/MhUE PANELALQE ANCHORS rAM.'Yt£2AtNG Na1vr,RED I I ( SCIIEDUIE FOR SPACiNC) vmmagovs,LOLom ErrLr7,ZF TAS+�cRw Y W.AF&WASNER cwcays utx-a oR aso TAPC=atx-av ar ac0 C"-IN OR aco AEY$/nuur O 12.O.C. EaWE PMOL w Ar�fGK —E.D. nU"FWOW?E AAYJgRS --E 0. "WILD' OttE F(MP SISiL9.C) t Cant Aw SPAWIG) (SEE ST MlE FAQ SPACM) BWILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION•{D. M. SECTION 5 WALE:J/B•a 1• INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE.—J/e'= 7• SCALE:J/e•=L• SCALE:3/8'- t' --1— } •scRews usED Ar ANcrwRs Acar 6E 114-0-20 sroE SEM= MIM UM I T � L©/Q�oR r/fir 20 M=trEAD BaT GLASS . HEAD A41fJ6NE SCREW W/LENGTH AS P£R NOTES A2 ( @ 0.2 IsNEET t). S T{/i•r-Ro x sli- E D. EDGE DlsrrAME g Cont L70LTs w/7/B x SEE SCHEDULE ON •IRIISS NFAO DOLTS ARE 7 rxfMICK 3/32'WING 7111!'a �hEEf s d'7) AACHWE Sf V W/LUMH�AS PER 10TES A2 P2 1'000 I 11 f'OPO NOTE FOR COMM770N OF SECRONS: �L�,,' u J t1 - WAL1,/fLaORfZAIO MOUMTNG SECmNs fiW L£ \\y)1�t4}�t�µ;r,/Jlttr{i �P � *w. °°• E TL COMBfNEO 7N ANY WAY m SU?ANY W�STALLATION. ���"\. �,N,;,1,1,(, ) /�,i, FLORIDA BUILDING CODE Non High Velocity Hurricane Zone CSE SaxaESE TCR s�� .'``Q�:''�C �S'' > �''` e2ots lxm R- 0.050"8ERJ7�t ALUMINUM STORM PANEL t RL REQUIRED �' F (2.25"DEEP) wAm By. FLOOR MOUNTING INSTALLATION ;: ' ' TLLrr L __ EASTERN METAL SUPPLY, INC °�s16 SECTION 5A =c:S/s-_ , _ : --— — 1! O Iwa 4sea+TEST ROWS a� w NG A'ENplNEER1NG COMPANY WEST P"WACK FL M407 Fj G aw 1T 11 N & .IEEE n arra• FNONL(661)20-MM FAX.15egen-1716 15-044 F �' �1,•'\'1 tArofr^-rav.to:t .aTt-r:ur sr.w, osnQ rmeur mr aRaWINO Ho ED-A:179779 f (: ♦ WALTER A RLL?Jn P.E. do N-ax a '•� t� •G S\� FiIXd'A4!b. 16ta7 SREEr I OF 14 rET t tT 17 n(Ii{l41 aRt\\\\ kVARI POURED CONCRETE POURID CONLWEJfCONCREIF BLOCK WAIL CORNrww BLOCK WALL REcuwD REQUIRIDPOUREDCONCRETEA POURED OR 2"x J'x.093'J105 H-f4 OR WALL RETE BLOCK 60B.T-T6 ALLOY Cont Num.ANgE LbrffE/E OR WNL REOLARED WTlH ANCHORS&12'O. C.OACRE7E BLOCKCONC„ME2500'MiWALL REOU/REOOµol2^00. C A �oRREZ f/4.1Y 0.C. VARIESJ'JF I REW,.laW ALWAYS �( I OR OR 1.000' 2'x 4'x.125' q 7� 2'V-. \ OR©OR®ORO 2'x 2'x.055" ACTERN4TE IF.0 LOGIROAI \^ JI OR 60W-TB ALLOY '�S \ TO 2'x 5"x.055' V Cant.Num.ANCLE m m a \ OR OR.GBG'J705-HINum•/WOLF OR a ® yJ OR. 54 SHEET ME7N Num. 7/4'0 BOLT 4Lj;4'X.072' BEM P(A7E 6 24 0.C. J705-H14 OR 6063-T6 ALLOY - W/,mckwuT Cont Num.ANGLE ' CASE A (Plan, CASE B Plan) CASE C Jon) SCALE: 1/4'- r ' CASE D (Plan) SCALE. 1/4'- 1" SGTLE.• 1/4's f' ,END CLOSURES DETAILS MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f. AND CORRESPONDING MAXIMUM PANEL LENGTH "L" PWRC�E7 I CONK AD. SCHEDULE FOR A GIVEN PANEL SYSTEM R�m (B%T'`asam+) POURED CONCRETE —f.50*x OR CONCRETE BLOCK TA-CON ANCHORS OR WALL RaWIRLD MAYIMUM /lax PANEL Lt'74GIH ALL POW SOUO-SFT (SEE SCNIDULE 2DR SPAGNG) —L +Ham:SNIP CAP[1� ASO.EES/6Y1 LCR.) / I RENNN CLOSED AT NON PRESSURE RA7WG I HURRrANF CONORIONS. (P.a./.) I NOUNRNQ,W/ MOUNRNG W/ WALL MOUNR W/ CONT. 7,'NEAGEN g 91'11fi1V JQ COMPoNEM Lg tr +30.0, -JD.O 12'-„• I'N/N/MU11 +30.0, -J5.0 12'-11' 12'-11' 12'-f 1' I I'MINIMUM I TO CVSS �I SZPAPA1 ONN'O&AI / +35.0, -40.0 12'-0” 12'-0' 12-0' I S I 718 N!/1'O +40.0, -45.0 11'-2' 71'-2" 11'-2' I d fa sru0 CONT. a PWREO CASE E (Plan) +45.0, -50.0 JO'-7' f 0'-4.' 10'-7' i TE R£OU/RID BL K ALL SV E• 1/4'- I- +50.0, -53.0 70'-0" 9'-4' 70'-0 " I DONT. POURED CD&rJ&W SECTION ® STUD 1 (o—P05ITroN+) +55.0, -60.0 g'_7" 6•_6• y,�7. OR CIONCREIE BLOCK WALL R1qulRm TVP. TOP/BOTTOM +60.0, -65.0 9'-2' 7'-9' 9'-2' TAPOON ANCHORS OR. ALL POINT SOXTD-SET T O EN POSIRON+) (SEE SCHEWLE FDR SPACING) +65.0, -70.0 8'-9' 7'-2' 8'-9' 11H111111111tf/T WALL MOUNTING INST� JfdlNlT"'''�., +70.0, -75.0 8'-6' s'-6' B'-6' �t .• •/9 '. FLORIDA BUILDING CODE (Non Ni h VelocityHuYricane Zone SECTION ` •' EVS &2615 7X7100,INC. 0.050"BERTHA ALUMINUM STORM PANEL F.R.L.+75.0, -60.0 8'-2" 6'-J' 6'-2' SCALE 3/6'_: ,?� \C Q167. '✓�zr (225"DEEP) DRAWN vol_ Q NOTE:MINIMUM PANEL LENGTH IS J'-0' _ EASTERN METAL SUPPLY, INC `3/a„E13 1 L ECO Pic. 4268 wm ROA05 Aww 1Lti TILLIT TESANO&ENGINEERING COMPANY IVf57 PALL 6FAGL 2 JJ407 x.K,fin,5y A m 4MF11 G.mvni R AILx ROM,(WI)209-8261 FAX:(561)84r-7716 15-044 I%,7 R\••f�C,G'\`� Rear+ WNG Nn f•®.b/ip 19(.m,�n,-IST, Ge w o�m fYmal uur OYfA �^ •hj;��ti i0f�l F\�••N�'�,, wio'�sBaauT aiTP asa-m sNm 5 OF la FR. Ag WT Igo. =WM7" A)UMUM Asn nE8XX PRESSURE RATING (p S!) AnrD CORRESPONDING MAXIM.UM ANCHOR �` .• ' /A7WEmn LLI.Y LG PANG LENGDI FOR A 41271 E. D.>EDGE D!S(ANCF. - C usstR°nxE° 'LwLIrosrW `r"m SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES • :�$+ `V�� \ AS UM MAXIMUM ANCHORS SPACING FOR E A-J 1/2'•• Nq�IM1IN MAXIMUM ANCt0ORS SPACING FOR E.D.=3 1/2" D, APPUOIBL£70 I(118RN A.SO. DESIGN TAPCONS' 7A1GIC NNIIV CMK-IN SOLD-SET PANaM47LS CF TAP-GRIP `sECOONS k PA%U DESIGN TApC 7AN4C NA¢/11 Com(-IN SOLID-5ET Pr NEIMAT S TAP-Sl7.P PRESSURE RED ILO 0 T COMBIAN LENGTH PRESSURE RID HOD T LE- PRESSURE . ro ro ro ro r0 ro ro fo ro ro ro ro OF THEM 2'(k) RAT•A./r. ro ro ro ro ro ro ro ro ro ro C(TL) cohm TE AASOMIY CC/1OJ &ASD O' COATAETE UASOM9' CONCRETE Mt5ONRY COAMW IK4INRY DDNC/1E2'IE450NRY (R ) COX6REIE MASONRY C'ONCRE7E U45W Y WNCREM•Ma47N,TY LIGNIYIE7E 1196L41lf' LnNtRE7E MASONRY �. 1z. _ 72.++ _ 12' - - - 12' - 12" - 1(mo) 8" - 7'++ - 9• - - - tz• _ g. AL4NI41 12" G' 12 + 12' 12' rz• 12' 12' 12• 72' >' 1,9F(80TITMI) 12' 5' 11++ fO• 12' 4" 12' 12' 12' 9 1/2' 9' S• 1. 9F(601TOM) 12' -. 11'++ - 12' - I2' f2" I2' - 12' - 2,9+`...P) 12' - 9'++ - I2' 12' 12' 12' _ g• - 2.9+(1vP) 1" 6• /2'++ 12' 12` 5' 1 - - I211' 12 7' 2(110770Al) 12' 1' n•++ 10' rz' 4• - - 12' 9 1/2' 9• 5' 2(BOL) 12' 6.' 12'++ 12" 12' 1 5' - - 1 12- 12' 1 12' 7" 2A(80777M) 12' S' I1'+4 lo' 12" 4' - - 12' 9 1/2' 9' S' 2A(BOTTOM) N54-1aO 12' - 12 + - 12' - - - 12" - /2' - J d 4(TOP) B'-O• oo-600 12 - 17'++ - 12' - - - 12' - 9' - J A 4(MP) B'-o' OR To 12• 6• r2•++^ !z• !2• s• 1z• 12' 7' 3(VOTW) OR m 12' 5' 11•++ to' 12" 4• - - 12" 9 1/2 9- s• 3(OOTTOM) LESS 455.4-WO 12" 6' 12•++ 12• 12• 5- - - 12• rz' 12• 7• 4(BOTTOM) LESS --- r2• s• 11'++ 70' 12• 4' - - 12' 9 1/2' 9' 5' 4(BOTTOM) 12• - lz'+ - 127 - - - 12' - 12" - 5(TOP) 12' - It _ 12' - - - 12' - 9' - 5(TOP) 12` 6' l2'++ 12' 11" 5• - - 12' W. 12' 7" 5(BOTTOM) 12 5' it, t0' 72 4' - - I2' 9 I/2' 9' S' 5(BOTTOM) 16" - - - 10- - - - 1z' - - - 6(TOP) B' - - - 6' - - - 10 1/2' - - - 6(TOP) B• _ _ _ B• _ _ _ 12• 6(BOTTOM) 5• _ _ _ 5 _ _ _ g• _ _ _ 6(BOTTOM) 5A 80 M j• _ _ _ 7• _ _ _ r0 1/1• - _ _ 5v17 BOTTDAI g• _ _ _ 5• _ _ _ 71/2• _ _ - 7 OP 8' Il' - - - 7(BOTTOM) 6' - - - 6' - - - 8' - - 7(60T10N) 1P• _ f2" t2" 12" 12' - - (tOP/BOTiDM _ _ _ _ IZ• - 12' 12' I2' 6• (70P/BOTTOM 6' r4- 5•++ - 6' - - - 9 1/2" - 4' - !(70P) 5' - 4•++ - 5' _ _ _ B• _ 3' J 1/2" 1(TM) 11' 9'++ B' I1' Y 12' 1 . 12' 8• 7 1/2" 4' 1,e(BOTTOM) Io' J' 8'++ 7- to, 3' 12' 12' I2' 7' 6 1/2' - 1,9+(a0TT0M) 12' 9'++ - 11• - 12' 12' 12 - 7 r/2" - 2.9+(TOP) 10 - 7- - 12' - 12" !2• 12' - r61/2' - 2,9+(IOP) III 9'++ a- I1" J- - - 12" 8- 7 1/2' 4• 2(BOTTOM) 107 3• 8'++ 7' 1o' 3" - - 12" 7- 6 I/z• 3 1/2• 2(BORON) 11' 9•++ 8" tf' 31 - - 12• B' 7 1/2' 4' 2A(BOTIUM) 10' 4' B'++ 7' !OJ - - 12' 7" 6 t/2' J 1/12A(60TTOM) 0.-4a0 1!' 9-++ - f1' _ _ _ 12• _ 7 1/2' - J R 4(TOP) 46'50,-M !O' - 'B'++ t0' _ _ - 12• _ 6 I/2" - J k 4(TOP) TO 11' 4' 9"++ 8' 11" J. - - 12" e" 7 1/2' 4" J(BOTTOM) 70 IO• J. 8'++ 7' 70' 3• - - 12' 7• 6 1/2• J 1/2' 3(BOTTOM) X8'-0• +55.0,=6a0 11' 4" 9'++ 8' 17' 3" - - 12' 8" 7 1/2' 4' 4(Bo17DM) TO +754-806 10" J. 8'++ 7" t0" J" - - 12' 7• B 1/2' 3 1/2' 4(BOTTOM) TO I1' - 9'++ - 17 - - - 72 ' - 7 1/2' - 5(TOP) 10' - 8'++ - 10" - - - i2' - 6 I/2' - 5(top) 9-7' t1' 4• 9'++ If. 11' J' - - I2• B' 7 1/2' 4' 5(BOTTOM) 9• 3• 8'++ 7' 9' .3 - _ 12' 6 1/2' 6 I/2' J 1/2' 5(BOTTOM) , 6" - - - 6• - - - 6 1/2' - - - 6(TOP) 6" - - - 6" - - - 7 1/2• - - - 6(top) 5" _ - - 5• - _ _ 7• _ _ _ 6(BOTTOM) S. _ _ _ 5• _ _ _ 6 1/2' - - - 6(BOTTOM) _ 54 DUTTOM 54 BO ROM g• _ _ _ g• _ - - B 1/2' - - - 7(BOTTOM) 4- - - - 4' - - - 6• _ _ _ 7(BOTTOM) 12' 1 12• 12' 1 6- - - (FOP/BOT7(1M) 6- - 12' 12' r2' 6' - - (tCP/BORON FACTOR + ONLY TAPOON ANCHORS OR ALL POINT SOLID-SET ALLOWED FOR MOUMING SECRON 9. ACTUAL E.a ++ ANCHORS SPACING ONLY APPUC4BLE TO TMMC AWUN ANCHORS FLORIDA BUILDING CODE Non high Velocity Hurricane Zone) ZINC 94LW • SEE SHEET 7.4 8 FOR ANCHORS TYPE h SPACING FOR INSTALLA77ONS INTO WOOD FRAME UPCON /DMADOLT au(-m SOLD-ser CF TAP-(.nom BUILDINGS. 02015 MTEcn INC. 0.050"BERTM ALUMINUM STORM PANEL P.R.L. TEs '• MWIMUM ANCHOR SPACINGS ARE VAUD FOR J 1/2'EDGE DISTANCE (2.25'DEEP) DRAWN BY. .86 .75 .78 1.G0 FOR E.D.LESS MW 3 1/2;REDUCE ANCHOR SPACING BY 03/21/15 NUL77PLYWG SPACINGS SHOWN ON SCHEDULE BY THE FOILOWNG C EASTERN METAL SUPPLY, INC - w4r. 2 1/2" - .71 .50 - .80 FACTORS. (MS E D.FOR 5 -IN112 ANCHORS A• ET L 6 C®1hC. 42M WEST RLWK OZvZ PA R THIS IS 2 112'.AND 3 1/Z'FOR SOLID-SET ANCHORS). NIST pN.y BFACri•n.J,NO7 FOR 7HlS Ol'F7IARON TO BE MAGE REDUCED SPACINGS RESULRNC FROM APPLYING ABOVE RLL?TESTING a£NGmEERINO COMPANY pIpNE 561 Os-es6x FAX. 6 15-044 2' - .50 _ _ _ �• R•.. .tat Ir4aASGav1e7s R.AIm ! (5 r)ea-177s FACTORS SNALf.NOT RESULT ON SPACINGS LESS 7FW1 J'foR ALL ANCHORS(EXCEPt :C>W Iaw.�.�lwel 11. +4.5'FOR RED HA DMf48OLT ANCHORS). WALTERASO 71 Jr.P.E p ung p �� No FLORIDA U 44187 SRCEf 7 OF 14