Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 '+� a a• .a g o v +l r o C � i g ,.�";'4, �'�k�T � E.,ci r, 4-a..�t ,a ? �.j�fi 3fifT!°tl( OCIS Home }Lop In ; User Registration j HN Topics t Submit Surcharge Stats&Facts f Publlcadons j FOC Staff SCIS Site Map .`• Links • Search Busines (L, Product Approval Professi nal USER:PaWic User heguiation Frrxfr,rr Mmrovnl N:•nu>Mortar(lir Mmlicarion S,arrh>aLj!r nmr tilt>Application Detail FL tt Ft389-RO On,, `` Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeiey0easternmetai.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Pbone/Emall Category Shutters Subcategory Accordion 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..Tilsit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/3112017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate or Independence Ft 382 ERS_i rty ACCORDJON ct NONILyH?amu Referenced Standard and Year(of Standard) Standard YCar ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 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=wGEVXQwtDgvYYHI-I2v.1vx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model Number or Name Description 1389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drw 15.086 bottom)for storm protection Limits of Use Installation Instructions f Approved for use in HVHZ:No F1,38?_ra 11 r s4 A.INC fip v/<3.i. F. ,1 I I Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. j Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports l - Other:Large Missile Level"D".Max span Is 12'-7'for 35 psi positive 1.384 11 IF y-s"Z.S--.A.(N, P.FR F,_z_11lC,;_5 ASD load and 13'-0'for 35 psf negative ASO load the HV3 blade w/o Created by Independent Third Party:Yes window blade,$'-2'for 110 psf ASD load for HV3 blade w/o window blade i and 8'•11'for 62 psf,9'-6'for 5S psi HV3 blade w/window blade working In unison.Max.span for HV3 blade wlo window blade for Installations Into Metal Stud walls Is 79'for max.ASD pressure rating of+72,-72 and 84' for+64,-64 psf.See sheet 5 for others ars and ASD pressures. 8 .7 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum Interlocking blades retained by tracks(top and Non_HVHZ)-Drw 35.085 bottom)for storm protection _ Limits of Use Installation Instructions Approved for use in HVHZ:No FL369 R.Oit A.S.S.A.iNC. DPt4G.15-035.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 i Design Pressure:N/A Evaluation Reports i Other:Large missile level"D'.Max.Span is I6'-0'for 30,p.s.r negative Ft.389 R8 AE A.S.z.A.INE. P..F.R. DRVIG.1S-09-5 MJ.}:df ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HV3 blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0'for+75,-75 ps.L for metals stud mountings and 8'-0' 1 for 110 p,s.f.for HV3 and HV1A working In unison.See sheets 7,11 and i20 respectively of installation drawin s for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded alurninum Interlocking blades retained by tracks(top and (Non-HVHZ)•Drvg 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No F1369 RS I1 A.S,S.n INC DRW.,15. R4.ndf Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-O"span at 30 p.s,f ASO load for Blade 1 F1 3q') Re IF A. -,-,.A.INC PFR DRWC,1 Og4 zlf and 18'-D"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes rLespeclively 1 11 Contact Us:t 1940 North Monroe Street,Tallahassee Fl,32399 Ph re:850-487.1674 The State Of Florida Is oil AA/EEO employer.COPY1101 2007.2013 5MtO of FfOrida,:;PrlvatV Statement::Accnssibility Statement::ref and Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.41)7.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October t,2012,licensees licensed under Chapter 45S,F:s,must provide the Depifrhnedt with an email address If they have one.the emalls 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 hem. product Approval AC-pun Fog neClliil Cst;.-t It ice - r littp://www.floridabuilding.org/pr/pr_app._dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: I.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION ODCUMUTT(P.EOJ HAS BEEN VERIFTED FOR COMPLIANCE 01 ACCORDANCE MATH THE 2014(5th EDITION)OF THE FLORIDA BUILDING OODE TNS ACCORDION SHUTTER SYSTEM SHALL.NOT BE INSTALLED AT HCH VELOC Y HURRICANE ZONES. OESCN WIND 1.6X175 SHALL BE IE RUINED AS PER SECTION 1620 OF TIE ABOVE MENTIONED CODE EOR A BASIC MWD SPEED REOUAM BY THE JURSDXTION WHERE SHUTTER%,a TABLE OF CONTENTS BE DMAUED WITH A D1R€CIIOtAIM FACTOR 1(6-13.85,USING ASCE 7-10 AND SHIN.NOT EXCEED THE MAX3IUY(A.S.O.)DESIGN PRESSURE RATINGS**=TEDS ON Emm 11 THRU 15,10&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WAND CLAW DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LOADS AREA.1. FIV BLADES 0 k A7J BY MULTIPLYING THEN BY 0.6 IN ORDERED COMPARE THESE W/MAX(A.&D)DESIGN PRESSURE RATINGS INDICATED 04 SHEETS 11 THRU 15, 19&20. GENERAL NDTES SHIM 1 IN ORDER TD VEIEY THAT OOMPONFNIS AND ANCHORS ON THIS P=.,AS TEM.WERE NOT OWN SIRE45ED.A 33 X INCREASE IN ALLOWABLE STRESS FOR MND LOADS WAS IL USED IN THEIR SYSTEM COMPONE]OS 1-20 SHEET 2 ANALYSS.HOWEVER.A WIND DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN MOOD. SYSTEM COMPONENTS 2f-37 SHEET J AIL BERTHA TI S.A000RDIDN SHUTTER SYSTEM'S AOEOUACY FOR WIND MTI LARGE MLSSILE WPACT LLMC HAS BEEN VERIFIED IN ACMRM:CE WITH SECTION 1609.1,2 OF THE ABOVE MFTf,WNED 070E AS PER lY STEM COMMONUTTER NTSE?IBLY 38-44 SHEET 4 TYPICAL WWDOW BLADE&WINDOW DETAIL -HV MADE (0214.01-03.{0715X1-03./1004.01-05,/1214.01-05,LE0317.02=06.(0609;01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA - FIV BLADE n AND W WINDOW stAOEI�A1a AND E-1996 STANDARDS(MISSILE LEVEL D.WIND TONES 1.2&3)&1122001-10 AS PER TAS 201,2D3&2D3 PROTDCOtS LARGE LOSSRE. YMERE APPLICABLE) -HN WMOW BLADE 3#0505X1-08 AS PER ASTM E-1886 AND E-1996(ILISSILE LEVEL 0,WES IND ZONES 1,2.3)BASIC PROTECTION ONLY AND p 0725.01-86 AS PER TAS 202 PROIDCOL LLT1YPIILCAL SHUTTER FIEVAPON&NOTES ON LOC40 slim 5 INSTALLATION DETAILS A-F.CONCKVBLOCK SHEET 6 2.HY MADE(DAND MY MNDOW MADE 0 ARE EMGMFERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND coMBIITOS OF USE INDICATED ON SHEET 19 LIWKIA71ON DETAILS G-M,CDNCRETE/BLOCK SHEET 7 3.PERRLA H.V.ACCORDION PNS(NN SCREWS),USED AT BLADES KNUCKLE A40 FOR DIRECT MOUNT CONNECTION TO TRACKS SMALL BE 114X2.75'AND#74:1.75'RESPECTIVELY,410-HT WXWUM-SERFS CEHIF.MAATE OETALS W SHEET 8 STAINLESS STEER SCREENS WITH 135.0 W YIELD STRENGTH AND 180 W TENSILE STROMM PNS SHALL BE COATED WITH BERTHA HV OACROSFIIEID COATING SYSTEM AS MAQIUFACTURED BY APPROVED CENTESMAT-E ALTERNATING OcSAaS HY SHEET 9 COATING,APPLICATORS.R07MERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE SIN MARKING ON THEIR HEAD. 4.ALL ALUMINUM DL:RU610KS 90-IL DE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS V91)WED ON SHEETS 2 AND 3.MWDIUM A=STRENGTH FOR 6065-TIS ALLOY IS 30.0 k.AND 35.7 1¢T FOR ENO CONNECTION DETAILS 1-6.CONCRETt/BLOC{.' SHEAT t0 60GS-15 ALLOY. MAXUUN SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SFCET 12 S.ALL SCREWS TO BE STAINLESS STEL 304 OR 316 A'9 SERIES OR CORROSION RESSIANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kO MIH.YIELD STRERG7H AND 90 ksl MRL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET'13 AND STALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET ISI I.BOLTS TO BE ASTM A-307 GALYANOED STEEL OR AM 304 OR 316 SERIES STAIMLta STEEL WITH 35 Hd UTIEMUM YIELD STRENGDL ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICOXINS HY MADE(D 12513,14,15 AND 20 INSTALLATION DETAILS M-RS WOOD SHEEF 16 HV BLADE O' &6 WORM IN UNSOM:12,13& 15 INSTALLATION DETAILS S-X.WOOD SI1E`T 17 B.TNS BERTHA KY.ACCORDION SHUTTER SYSTEM SEARS A US.PATENT#6'779,522-COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION OETALS 7-12&X;MOW SHEET Is METAL SUPPLY.INC. 9.R SHALL BE RE RESPONSESUEY OF THE CONTRACTOR TO VETIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER LS 70 BE ATTACHED TO INSURE PRIER ANCHORAGE.CCDRRACTOR TO SEAL/CAULK AREA 3, HY WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CQNTACT WITH THE BLALDWC TO PREVENT WLND/TNN Mrsitsio4, T1PrX SHUTTER ELEVATION SHEET 19 10�E TTTM� FM�EPERMANENT OR LOCK�IN AV 9593LEITO �MDI WARNING NOTE DURING PERIODS OF IHURRIf:A E WARNINGS HOW OWNER,TENANT.OR OTIGM NIST PROPERLY CLOSE ALL 4W AND HO AREA d, t,tV WINDOW MADE(7 ON Y 11.SHUTTER MMUFACURM LASEL SOUL BE LOCATED CH A READILY VOME LOCAFXN AT ACCOMON SHUTTER IN ACCORDANCE MRI SECTION 17t0.e.3 of FLORIDA BUILDING CODE ONE LASER.SKILL BE INSTALLATION DETADS.MEVL STUD WAIS SHEET 20 PLACED FCR EVENT OPENING.LAOFLNG TO COMPLY WITH SECTION 1710.82 OF THE FLORIDA BUILDING CODE, 12.BET UA KV.ACCORDION SHUTTER SYSTFAES INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS OR"G PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURSOIOTION WHERE PEFOOr LSI APPLIED TO. 13.(a)THIS PX-D.PREPARED BY THIS ENGINEER S GENERIC ANO DOES NOT PROVIDE INFORMATION FOR A SRL SPECFTC PROJECT;L.WKERE THE SITE CONDITIONS DEVIATE FROM THE P.Eo. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THE PRODUCT.OISED ON THIS P.E.D.,PROVIDED HE/SIE DOES Nor DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO � THE CONDITIONS DETAILED ON THUS ODCUUM7.CONSTRUCTION SORELY AT SITE S THE CONFRAcroRs REWOiS�LTTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WU RE H0HSIDTPEI MWD IT ALTERED Of ANY LEMS (d)SITE SPECIFIC PROJECTS SNAIL BE PREPAREDBY A FIXROA REGISTERED ENGINEER OR ARCHITECT WHICH MILL BECOME THE ENGINEER OF RECORD(Ea.RJ FOR THE PROXCT ACJ MRO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.EHMM OF RECORD,ACING AS A DEIEMA70 ENGIILIIR TO THE P.E.D.FNGJKEF R SHALL SUBMIT TO ITIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (c)ORGWL PX0.SHALL BEAR THE DATE AND CIRCXAL SEAL AM)SGNATUfE OF THE PROFESSIONAL ENCI EIR OF RECORD THAT PREPARED R. w FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone N=`P�'(E.A.T/�`f" 0 2015 FASTEIMETAL SUPPLY,114C, . BERTHA H TM temLEAccordion Shutter Sys CO w . ■ ■ FRY.D-CE #i W/OR W/O FLY.WNWW RADE -a. American Shutter Systems DLTDaN nR TILLIT TESTING& ENGINEERING COMPANY Association, Inc. 1 O D 11-f 92 t3 15 O'. I.N.3Wi u.V.,M.YLCRA wk)s.VLOU 331 / /HJRPt-:(305)671-1530.Fas:(305)671-ts31 4768 Westrocd6 Drive 2 No " '` a- .N SIT+..od � West Polm Heath, FL 33407 3AA+/SWAL.TE R AA,Tr UT.V.P.E. 4085 `SEAT Uf }URE/NATE TLOnOk Lk 1 44167 s 6 OF 20 * FOR wwv H 1.918' M— °..1�'f 9 %a5a• � g ,Qn � •1 iU 4371' •c a t a957' ,� •.999' � ° HV SOLID BLA� 5 HV 90•/180' STARTER COVERED UNDER US PATENS 5458179 3QHV UNIVERSAL FLOATER r OUAUFLED FOR USE W/ 14V BLADE 1O HV DIRECT MOU HV BLADE 1 1UA HV WINDOW BLADE'S 60 O05-TS ALLOY AND TEMPER QUAUFlEO FOR USE W HV 6063-76 ALLOY AND tEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-T6 ALLOY AdNUD TEMPER 724• 6063-76 ALLOY AND TEMPER .695• y^ 70• 2.670• �'� 3.356• •? I k ._ .99a "Owl 670' 2-226' `•� 72 842 , 915• .092' 3i, ;Up� ` 12• 1 7o•0?.d_• .920®HY W9L.K—OVER TRACK ADJ. FLOOR TRACK BLAOE0i auAUFlED FOR USE W/HV O9 HV TRENCH TRACK 1 6063-16 ALLOY AND TEMPERBOUAUFIEO FOR U-LLOY S 3.750• L{LOE 1 E W/FN �� HV 6063-16 A 0 TEMPER BLADE0ONLY. \I HV RAINGUARD BLADETD 6063-T6 ALLDY AND TEMPER QUALIFIED FOR U E W/HV 5063-76 ALLOY AND IEMPER VARrM 7.93x.' BLADE TL 1" 1.915' VARIES 1.930• 6063-T6 ALLOY D tEMPER 1.917' t• z - 0 3• �. .CAS• .093• n1 3 .125.• .060• ..__....._'� - .100• 7A. 0 ..• ' 670A93' + .093_. 21 IE ° 670 UG, •2 670 'v n S 11 HV CEILING HEADER I Q HD CEILING HEADER/SILL LIFlED FOR USE W/ HV BLADE 1 ONLY, 0 6003-TS LLO AND 7CM�P`ERONLY QUALIFIED FOR USE W/ HV BUDE TD 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALD SEF. SECTIONS FOR VAUDiTY. OUAUFlED FOR USE W/NV 6063-T6 ALLOY AND T(MPER 6063-T6 ALLOY AND TEMPER BLADE(�)ONLY. 6063-TG ALLOY ANU TEMPER t1'I COMPONENT A B 71 T2 X YIIIt! t' t• ,c0:• � Y Z• X0.725' 2• 5•NW 1J8" 1/8' 3" 3• 0.090• {6 2- 5•M XY 0.192' 0.192" •_�,—_� i 6 SIDE ANGLES OUALIFlED FOR USE W/hV ALUMINUM ANGLES is z r NAu. 0.790' o.+9D �J CORNER POSTS BLADE�I QUALIFlm FC,,I�USE Yl/HV UPlIF1EDB�-UO W/HV 6063-T6 ALLOY AND TEMPER BLADE C�ONLY. ' 6063-16 ALLOY AND TEMPER F7 2' S"MA%.�0.739" 0,131• 6063-TS ALLOY AND TEMPER I FLORIDA 6UlLDING CODE Non High Velocity Hurricane Zone ®2015 EASTERN FATAL SUPPLY,INC. 11 L 1 C 0 ,N A,,s,S.�,, Accordion Shutter System KV.BLADE fill W/OR W/0 H.V.WN"N RADE *; a/�.r�.i✓'V` = 'I—TESTING 11&ENGINEERING COMPANY American Shutter Systems D 161 o,,,r A77 of RJla/15 , rte; Association, Inc. 7 DID a-192 1/731/15 OW"IL a STAB OF rs,r 6SS tw.son S r<. .lsramA O tar?s.Hama air _ (scsjtT)1-u3o.Eco:(305)871-7331 4268 Westro0ds Drive 2 DRARING No p� .,F � •®�7°s WCs: Palm 3cOch, FL 33407 a p AI�•�355� 'ALTER A TnLR Jr_P.E s S—DOS P.E. Sr�'Jd/k'IGWAOREIOATS nORaA Ua a 44167 C SHEET 2 OF 20 1.576' 1�'-201 1/4'-79 GtR 31 .745' ...., o A5' 331' cau/�•PAO 1MAADtD 1 miG nYNtt. 7�HtpDm - m cAvr _ } (2 T/P.) +UIt5414[Half. 4h• y 6499 MN= om -T L- c93s Tiles: 0 873' 1 y ,}. .376... LORW GY+MaA .wvss CnAm e'4 n KLT'(ar+WE (OMME P.=) 21 HV CENTERMATE ,2 HV FLOATING CENTERMNI .325 - - ® HV EGRESS LOCK OUAiTFlED SE�PJ`'F4P'GOm 1 & ONLY 'F I o r 6063-T6 ALLOY AND TEMPER ED FOR USE W/ W BLADE I & I ONLY S.o7Y J QUALIFlED FOR USE W/HV gLAL1FlE0 FOR USE W/ )(V 6063-T6 ALLOY AND TEMPER ] HV CORNER CE� BLADE(,1 &Qy ONLY. BIf,QE(71 & `ONLY. cuFiED FOR USE W/HV BLADE T ONLY •O9 t8' 74' 6003-T6 ALLOT AND TEMPER PLASTIC HFAD 16 1.756' 9 - 2. MOLDED 70 1.04; SCREW m 2.079' 1763• 1 -J60'AFTER RNrl1N3. s 1/4"A-20 X+3/4 S.STHUMBSCREW" 164"01-20�RIVNUTr . *sows 0414 A MM"A(2024-n.u01)(A'SE nulCETia -F 1.�17W J I �. 94FT humor.PMT 0 w_z%AS Wduf . BY AYDEL 19N7 `' A'1�"AT10f HV MALE "T" LOCK C I t.s66- arses+Dema+.PAFWMrf.rEv JOISCY 07*5/09 CCU4L © " �- HV T. LOCK ®HV ALTEQNATNE LOCK LOCKER FOR "T" LOCK CENTERMATE QUAUFl£Q FOR USE W/HV BLADE 1 oNLY HV FEMA "[_LOCK CENTERMATE OUt11FlE0 FOR USE OUAUFIED FOg USE wJ Hv QUALIFIED FOR USE W/ HV BlAO-c OONLY 6063-76 ALLOY AHO TEMPER QUAIFIEQ FOR USE WJ W BLADE ONLY W/Hy BLADE 01 BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER- 1.917 +.917• __._ 3.161_ f� - of—J .fit•I �i 2 � a c.T1UMEtu24 �-00,1• 7214• .Or:3 C'uHCFR OR.96Y.�214' KEY Cng.9EA yr I-" - ^ .545� In 'ml 0.175•V:n. t.125•Mex H 0 69CKJOG RO CZ HD CENTERMATE NY LOCKING RQD OUAUflED FOR USE W/RV BLADE 1 &c A QUALIFSEO FOR USE WJ F(V BLADE 1 &,�0 ER 60 �HID CENTERMATE,S INS 6063-T6 ALLOY AND TEMPER ALLOY AND TEMPER a p ERT vAssFs•u•Ntli. _ OUALIFIEO FOR USE W/ HV BLADEr1 & 1A 4,U.AU.EMD � 6063-T6 ALLOY AND TEMPER ORKEYIIjJooR REr1J.....:.... 15 MinDER J{-. 1.78•LC1/40 ® HD LOCKOLIALIFlED FOR USE W/W BLADEQ 3� HV 1 4 tb-20 AISI 304 aY RECETr Ha¢OwnRE MaT(LSE Loa(s sQaEs z333 l;Dox DOLT Lock..6063-TG ALLOY AND TEMPER CETAL t I Q (@INSTALLATION WILL REQUIRE A 7/16'HOLE SERIESS S THMBSCREWSOUAUFIED FOR USE WJ HV B(AOE 1U&ILL-c0 AT TRACXS FOR PROPER EMBED6LENT BLADE© OVAUFIED FOR USE 1V/ TN BLADE FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ��......... d 0 2015 EASTER(METAL SUPPLY,INC. G ;rvENSF' -- BERTHAHVTM m Accordion Shutter System --y c FEV.1 1,C£#t w/OR W/O H.V.N MIN 9ADE American Shutter Systems ?CV.,,I 0 ,un CATE 6Ra.W Of. M.L TIWT TESTING& ENGINEERING COMPANY 3=W=a w,r om Haan.3.11Association, Inc. i OLD 11-192 ej13/15 Ov'C 4/13/15 n ��OP $ rsss H. ue.a s1•. =S�=•�L13+•-�—�� Ph.-:(3*)671-1530.F-,(305),371-153( 4268 Westroads Drive 2- DRAWING No '�'''�Y,FSSlDNA ��`° a EU-00087 9 West Palm Beach, FL 33407 i 15-085 'r'nnnnnN„"`' WALTER R Lk f-41P.E. 5 P.E. SEAI_/SIGNATURE/DATE 6 SHEET 3�OF 20 SHUTTER ASSEMBLY SCHEDULE FORM 3/a� HV HV Qf1i I n•LUN. eE 41 TO BLADE P ' Q HV BLADE t r@I ' .ta7s'r'r- �• INN BLADE 1A �I? Nr mNDO1i BLADE .Dazs' ® HV LONG RECESSED NYLON BUSHING I n BLOCS °ON 1 1BTa' ® HV SHORT RECESSED NYLON BUSHING ® 14V NYLON HAT WASHER Q OR ; �'`+', `F Rt• io ® 1N WHEEL CARRIAGE AISI 302-303 SERIES t {{t - X 0.870-x3/16-THICK NYLON WHEEL 3 ( 1 _..® 1N Rv.'ODYr n `� 2 7/e'UK 0.188'0 AISI 302 SERIES S.S. RIVETS I 315'E es�� .aazs� 03. •5.7500' fK25 ® HV 1 3/4'ACCORDION PIN W/f8 HEAD * EXTERIOR (Jl b oP as MADE s�i<E>:s ® ti1+2 3/4'ACCORDION PIN W/J8 HEAD 'K -I I 52 �<1•� 2 1/4 O�2+;^� ® POLYCARBONATE IMPACT RESISTMIT HV WINDOW' 41 < Q 'i I �MWEEN TYPICAL HV WIND_ OW BLADE AND '' t POLYCARBONATE W WINDOW DETAIL (DOR® I a or ® II i N.T.S (5 REOUTAETI NOTE DOR ® I �c POLYCARBONj�Tf`IMPACT R"S _HV_yyIIIDOW I BAYER NAKROLON 3103 POLYCARBONATE 12'LMi 1£ RESINS, UV-STABIUZED GRADE OR SABIC x t TO IUME INNOVATIVE PLASTIC LDWN 103 RESIN M PIN rOUIREMENTS AT EXTERIOR SLADE KNUCKLE FOR �o I I Q OR Q� i I ��` ',4?•�..,, (SEE NOTE '� ON SHEEP 19). 0 (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR ® '�`.'�'� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR j NVP, ® j I POLYCARBONATE SOURCES FOR W BLADE. TYPICAL SHUTTER ASSEMBLY I EXTERIOR ._, r�•r N.. (� 1rnrFt.r+mr+"ns 5Tz (2) HV PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O °D324' DE•S KNUCKLE.NDTE•FDR ��tr.wm +sa on: •MW e.o�m/1; BLADE WHEN CORRESPONDING Tp INSTALLATION '11', SHEET 7. EaUIRUENn) Tom-k t t , iFJF�tE t'63e 91QSfCM AA11 PU! 9A00 Pte. °.`m R� {1FJIIiRAL.5lRM.11 Q lRle ASN eSPe t3Wo P+ 13 M P+l (3) HV PIN ©OR ®W/ 1/2" Q.D. 1/16"THICK S.S. WASHER bA� 5 fI j � A0,[YM. z„�P L 311=x' SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. Rehm SHEET earz+®coo FSM OM +e sr-m/ 17 rt•m� a .K. ® WHEEL CARRIAGE DETAIL I I 1° °�' �"'°"" "'z H, SEMBLY LAYOITT wor 13"" ASN om C-1 n a1¢.a Sar 10•fGv KN DIM IMT M T 7FdeE06 nw C w M=SIP . /FM F A—= W@ pe.i N Ps M HV BLADE SOLID_ (A HV WINDOW BLADE DETAILS "'�y"��°°r`"'° ` °""�° U6, e�°P'j FLORM BUILM011G M)E(Mon Nigh Velocity Hurricane Zone go`P•�Z�R A.j���F.,,�- ®2015 OISiERN YETQ SUPPLY,INC. ''•�.... B RTHA HVTM �- Ti. E�I Co H A► HY .S■S.A. Accordion Shutter System .BADE#I W/OR W/O H.V.VANDOW BALE Ameriean Shutter Systems 013==" DATE Ltw•N BY: ui T1LUT TESTING k ENGINEERING COMPANY OF �� em Tt.m..xa M� waas FLM=3310AssAssociation,n, Inc. OLD+ D 11-192 4113/15 4/1 3/15 Krr.vn Pte:(w5)871-15w..F.t(ws)97I_t65f 4268 Westroods Drive 2 ORAriTNG No F� ..C-,--,:t4�;� a-met w�oPd� West Palm Beach, FL 33407 s 1585 s/0••......•G��`�� ED-=670 t - ''a NAL IE %,'` WAL1111 A 7-U:Y.P.C. P.E.�9t4j61iA%RE/DATE RQ°0A u:,l.4167 a SH 4 OF 20 • *NOTES ON HV LOCKS AND CENTERMATES: T.1619114TOR'!CSttVOtnDN#I[. H✓LOCK®or ILS1ULL1 SE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ASOYE OR Bftt or�21A4YF SHUTTER SPAN BE USED AS ANI.,OR UOU190P TO E LACK,A105 TiPCFi�7p�T��ANY ELEYAnay.tN LOCO{2•/ CENTF1iH+ITTS W/(2 7 HOP x 1/2'LONG FLAT HEAD S.S.H.S.LOCATION OF LOCK SHALL BE AS INDICATED ON OQ� TYPICAL SHUTTER ATION. 2. JI:IF DESIRED, FOR BEM PERFORMANCE OR FOR SECLMY PURPOSES,UP TO TWO NV ORC� SHALL BE ASM MAY B USED AS AN ABOVE.INTD OR OUTSIDE LOCK.CONNECN OF LOCKS TO CENTERNAES v LOGON OF LOCKS SHALL BE AS INDICATED ON TYPIM SHUTTER ELEVATION. �y-- 3. II P d2 IS USED pjhYA H.V.1,092,LOCKING RODS ARE ROT REOWREO AT URFCCANE POSITION,BUT MAY 4 .yah BE USED I IDESIRED USED AT ENHANGEPSHUTTER POSITION (�ERFOON �UANRRtC:V1E POINGG RODS OR AN ALTERNATIVE DEVICE S.YATI1l1aEN CONORroN/2 OIG HV LOCK BE USED AT COAKER CENTERWATES FOR ANY SPAN A \-J II AND tNSGLIAnONS AT ANI'ETEVATWH.HV LOCK I or S}iW.L 8E USED AS AN OUTSIDE DR INSIDE LOCK, ATFACHED TO®CORNEA CFNTER1dATE W/(2) 1/4 d-20 x 1/2'LANG FLAT HEAD SS MS TWO LOCKING RODS(f j § � AT TOP it BO M SHALL BE USED.LOCATION OF LOCK SHALL BE AS MUxATED ON TYPICAL SHUTTER ELEVATION. M [� ItIt__--JJII g xO A)MUM SHUTTER SPAN SMALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. O.NE ALTERNATE FIV LOCK MA5. ALTERNATE 30 H6EMM Y BE 4Y UEU OF HV LOCO or FOR ANY SPAN AND INSI VALID ONLY FOR HY I I TIONS AT ANY ELEVATION.AL NATE LOCK T&MAY BE USED AS M7 INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20.3/4'S.S.THUMBSCREW TO 0 OR 0 CDM74 ATES SHALL BE MAD._W/1/4'0-20x3/4'ALUM. 1 p x� D�► RNNATT AS SHOWN ON SECTION KVF SHEET B.ONE LOCK SIUNL BE USED AT 1/2 OF S10frim SPAN 0R TWO, ( CEERgj C LOCKS AT 1/3 OF SHUTTER SPAN. ® 8.MANTHLMW CONDL110N JS TOR KEYSTONE MDLWM INSTALTAT N!'k. ONE HV LOOK or If$Dr®SHALL.B£ USED AT 1/2 OF SHUTTER SPAN FOR AHY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FDP.SPANS UP TO W.AND FOR WSiA1LATDIG AT ANY ELEVATION.HV LOCK G or @ or 0 MAY DE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO e3•n 0 SYMHETRtCAL CENTERMATES W/(2)1/4'-20 x 1/2'LONG FIAT HEAD SS WE t M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING ROM WJ CONNECTION OR Qj)TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D r E N 1 J K L tl P D A Y M 2 SHEETS 10& 18 rfP•TVLL " 'RNOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER. 1 CF ONE ALTERNATE FIV T LOCKK QQ2)HAY I iHSjALLLD IN LIEU OF HV LACKS OR(9 FOR ANY SPAN AND �"'�°Fl®•O°°® TO ' @ lNSTAElAnON AT ANY ELEVATIDN.N.7ERHATE LOCKK LTL)MAY RE USED AS AN INSIDE OR OU SIDE LOCK ATTACHMENT OF LOCK®INCLUDES USING RERNFORCNG LOC ,AS SHOWN ON SECTION HAG.SHELF 9,WHICH must BE (�. j•"(I�j.A�Li�Nj 7�'O.�oa .—_.-_...... CONNECTED TO CENiERMATES 0 AND®W/ 1/4.0-20 i 1 1/2'LONG SS THREADED BOLT W/7/S'D x 3/3V / .�.•:J <.:+ �1 MTNCNUr OR W/1/4•0-zo+t•S.S.M.S.INTO A 1/4•t<s/B'RWNUT.LOCK WY BE PISTMLED AT MOSPAN OR 12' J� U m©•O• a MAXIMUM ABDVE AND BELOW HIDSPAN USE OF WO LOCIONG RODS 0 TOP AND LIOTOM IS MAN)ATORY. s-�31Qi�,9`•�5a�•� xNOTE 21-Al �N HD LOCKS & CENRRMA�FS'. T.NOT HOCK - HO CflN1FRYATES„{j OR W/7 ONE ALTERNATE NO LOCK 8 MAYBE USED IN LIEU OF PICALIn HV BLADE SHUTTER ELEVATION W LODIM"'«f Q4 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 0 MAY BE USED N.T.S. AS AN 2K DE OR OlR L.CCK.ATTACHMENT OF HD LOCK 0 TO®IS W/3/8 x 3/8'F.H.SS.M.S.,AND INCLUDES RDONFORCFAIENT INSEFTf AS SHOWN ON SECTIONS HDB-HVB AND HX-Kr.SHEET IO.LOCK MAY BE INSTALLED AT LIL'S'AN OR 12'ILAIOMUM BMW OR ABS MIDSPAN.USE OF LOCKING RODS @ is OOUPLETELY OPFXwL FLONA QUID1 CODE(Non High Velocity Hurricane ne 0 2015 EASTERN METAL SURftY•INC. _ �■�.�■�■ BERTHA- 5' ERTHA ter S IL E C O�M�. Accordion Shutter System Kv eaoE g1 w/cR w/o ILv NTNOWd elAnE rtShutter Systems oacn�C wD TILLTF TESTING&ENGINEERING COMPANY Amecan UTC Ds, vE . �. BTATEOF Association, Inc. + OLD a-taz 4J13/TS K a/13/ts 2� us s eA..un" s c JaJ x0ca A av¢us N1asnA sJ, 4268 westroods Drive 2 RI P" :(Jas}eT1-1530.Fo•:(Jos)PI-1531 Ke '�C�c .-^ -UM-0..Lo— West Palm Beach, FL 33407 s DRAWING No QNAL E�a��'�•`` cs-aocc7,40 15-085 WALT"A.TALE k.PL SHEET P.E. SE%�%L3Rtl AITRE/DATE FLctmA L !4„cT 6 5 OF 20 POURED cREIE ANCHORS POURED CONCRETE (SEE_SCE1 D AE ox OR CONCRETE BLOCK POU CONCRETE 511EET 13) TIEGNL£D 1/4 O-20i3J4'S,S. C� REON(-R�W- MR (SEE.su+ .as ONCFus-z Ews CONCRETE SCE DULE O N % 1©18 6ri(STE Y04NfiND@)ON$HIM� SHEET 13) I r+urs o 12'O.C. - (SEE SCHEDULE ON 571 13) i ! � _ t111f-c t. l 'v / Y WHO 11/44"200 MRS - 19 O 2` -__ O 12.O.C. IJ E.G+ /2. I .2SO'w:A. _-- 13 Da 5 / __ �— -- 3 OR 15 I O O �\ I xsa•uc. � YC.. LOPIP NAL I I ORAL i 1l1113%i4rR � I TD aJGS(si p ' uwwae I OR � ; SEE SCHEDULEON 5+ Ei 1)-- '- m SEPAMRO4'TO CLASS can EaDsnHc nAM0419 wN:SEPARATION to CLASS 1 I `(SEE SCHEDULE ON SHEET 1+) 1 1 A HV WALL HEADER fNSTAILATiON G+Ass-, Q HV WALL HEADER INSTALLATION HV WALLHEADER INSTALLATION 4 KEYSTONE E7oS31NG _" ' YtH.SEPAPATiON TO GLASS C\ss1 tTHO i---(sscHEoutE w SHEET 11) t Ca ts¢ 1 1 ""�OR uw,sE TION TO CLASSISS em `(S�SatEntn.E ON SHEET+1)" a 9ru+v lam-oPrcHAL ' 1v�Qea�y 1xa --- `� IAa�S—i , N 11 I I 1/a• ii (/-oPt1OHAL I E a.• 7i3 Da is 1, 1/a•e-205 a'Ss. wln L LE UAMME TR�HE/D 1 TRUSS 0xD V SS,PMW?S YHIN SCRE1ti5 lISWO _ _ CONCRETE AYC4a E__1/4'* HEAD 67 NEE SCRUMS CHCRS 1 18 t•a 1/4•-20 Nurs o 12'O.c � (sE scH�uu OH W/ 1/4'-20 HUTS o 12-O.C. POURED CONCREr (SEE SCHEDULE ON SHEET 13) W1. OR POURED LOCK SHEET 13) OR CONCRETE _- -.• tUNCRET ANCHORS WILL RZOWRED 0 HY WALL SILL INSTALLATIONO1c�n _/ (SEESCHEDULE ON OF EJV WALL SILL INSTALLATION PcoNaEETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED 0 HV WALL SILL INSTALLATION NOS FOR COMPHAMON OE SECTIOMS: INSTALLATION D ETA I LS W/ +-SEE SKEET a FOR TYPWAL SHUTTER 'E D,m EDGE DISTANCE USE.SEE UWRAnaEaNHEET S of� F«t 10 H V B LA D E x MOUN I Nc SECTIONS CAN Be cawBCEED (SEE SPECOICAnGNS ON SHEET 13) BLADE vS19 N ANY WAY TO Sort ANY INSLILLAT10H. nuuuN FLORIDA BUILDING CODE Non Nigh Velocity Hurricone Zone ®2015 EASTERN WETAL SUPPLY,INC. `�P ��CENSF .J�'�, A S S A BERTHA My = TIL E C O Ixa. , Accordion Shutter System *_ - _ KV.aADE#1 W/CR w/o H.V.W1,WN MMX �� American Shutter Sys-ferns o= SAT OF T1 M.W.TESTING W. ENGINEERING COMPANY r•" QS114 1 Y DATE AOL. 6Y> W.L. 9•' ::�Q a Tsss,+. 3m 3e3 ,G')C. ,,, Association. inc. + OLD it-192 a/13/Is wn 4J13/1s lulliv. PT—:(305)871_1530.Pm:(3D5).71-1s11 4263 Westroads Drive x DRAWING No FS •..,,.,,,..•'G\`\� e- 1r.«cOa— West Palm Beach, FL 33407 3 15-085 10NA n��' ` ~nnin�uOTutsi 5 P.E. SFALJt NATURE/PATE d 6. SHEET OF 20 POURED CONCRETE ANCHORS _ I :ot.16YtWW ♦ � tuLSaA•.Rtw .� CON(VtEtE (SEE SCHEDULE ON SHEET 13) ;saw 1 OR ® E76rnHc I 1 ('taroram°�i4C ' mcx OF ";a RR Da[9R0 ""I xwwol am trl SAO Ir a saT m N77 �bAn 9 CLASS- N,7W9E a.a43ms� ` i AL7FSCLIT i - •. Das"G 1: 1 ANCHOR t i S i t V IDCAnON i i �16cT/4'HEX WASHER HEAD I• i i 11 OR 13 ORI 3/a NCH VEX=EerS 0 12'D.C. OF � 3 CONCRETE M. s (! .07 -!,L-- (s=SCHEDULE ON SHEET 13) APPLICABLE EDGE OF SLAB 9F slAe ff r / 1/2 1 EOOC OF i tat�;uNm01 APttllf>OE C. . o• B XF Af PUDrNXE POURM FIAT MEAD CONCRETE ANCHORS 70 a=CSM-t H Eu m CONCRETE `D � (SM SamwLE ON SHEET 14) ♦ POORTD _.- REOUMED FIAT HEAD CONCRETE ANCHORS a.w 9" t OR CONCRETE aea®ate RECUREO E a•-- —C.a (SEE sc77EDUIE°"s7tEE:7,) 11 .TRENCH INSTALLATION VAUD ONLY FOR UP TO+70,-75 PSF A.S.D. ZOflfflV� FLOOR INSTALLATION fi HV WALK—OVER INSTALLATION m PRESSURE ULE f3. PATING& FOR SPANS PER nG HV CEILING INSTALLAjI�d 11 CORCRETE ANCHORS V. . '—rc' —T---- `sic-Er�'lajmmE ON-7 rr'Auur�cn 171"M e wow nl I O_ I an nt _ t r FSSfLVD taC1416t TA art t/ab MS W/. 1 4 0 SS—i ;�wmar a vm tt1 ' I:____'_'.O1 � I rxitnna 1urow.Ntn+ara n/ I vr �to•n t 3I4'urt DomNew o a• i tN • PC rw W m C-o•SORT I I,y t- 1 t '•��4'6C.FOR WRG LAFM UVA I.r i 7fil 1 1 1 1/{- r .t7'1.rl5TJWR AT EYaM f'ASiDaP tG0 • i i -I�N4[. S (iri'a(�N41E 1T ON 4EET tl i.� =' 7 2' 8 VM S �tOx3/4�HFX i fLR WnAtM 3/6 MAX. /14X3/4' HtJL F:FAD_ 1 8' 1 { O 12'o.C. i 8' 8 ; (I; '+,r.'�:•; •/ TE3(SCREWS O 9'O.C. .-- I,i3 4SA.S./ i i i t/{ 0ON 1 {'O-2O 5S.FdS. CONCRETE AIi�10R5 ---' 6 7 �1 2 Olt/ SEE SCHEDULE ON 1 aO 9'O.C Hoa,NIJf O 9'OC. ( l taJ1EEI'N TIMPLVIAL 17 OR 18 1/2.1 /' 17 18 ."T 2.00 VKL DZICOR(OEcorom s -m ' (•EU, Sc1J EDGE of /14 S/4'F.K S.O.S. r LCL. . SLAB tF I '�/tt'>—�1 7/8 / 1 AIYii3 CONCRETE ANCHDR'i go 9'D.C. _ POS SE JE ;.. .. r NO'13(b) '., ..Y REOIraiO D POIRED CONCRETE` ($ET$RIL7XRE ON ON SHEET 1 NOTE 73(b) r,_,.,; •.'..::.,. 4, OR CO,'t^RETE an ('HEFT i{j POURM CONCRETE—' ON 5HET_T 1 -Z--_...— OR CONCRETE BLOCK ��rCOURFD REOU'RED KEYSTONE MOUNTING INSTALLATION °�°� CaNPOaEY°[ J HV WALL FLOOR INSTALLATION © HV WALL WALK-OVER INSTALLATION NRnAAt Asa DC1 MCMUz.at-n y1 H£CU32E0 rIRMAI SI41riTR�Av a'-D' �J HV RAINGUARD INSTALLATION 1• NOTE MR COWNAT104 OF c.OM42: t THE wTIO PErs'HALL BE rvrar D • EDGE TusTANCE ADJACENT TO AN OPERtvRE EXIT ♦S�uurtAltONS of OSE FOR 1-�SHEET 4 FOR TYPICAL SHUTTER (5� ON�IFE<t3) OR ENTRANCE RL�EpaN SN:EET ASSEUBLY INSTALLATION D0)ETAlLS W� � HV BLADE BE NJ MYTO SUR ANT INS.r't'NWAU OKFLORDA BUILDING CODE(Non High VeICIcity Hurricane Zone 0 2015 E4STERN KETAL SUPKY,INC. T B RTHA HVTM P4 �c ''=>_ ACShutter SystemLECO A■S■ ■A■ KV.eanE#I W/OR w/o RV.w.woly aApE American Shutter Systems My.w nmaHr„ DATE IILUT TESTING& ENGINEERING COMPANY o'•, TATE OF :iw` ems Nb.=1 W1 s .361.Vp=A GW-A=S,FLOM&331 42288 tron, Inc. r OLD 11-192 4)13/t5 DATE A/13/75 Assocl Pnmx:(ses)ett-i53D.Fax:(305-)871-1531 68 WesWe5tro0ds Drive 2 pRAVitNC NO •o�eF�e '..+ ,.`,G\c,`. �-00M7i9�N West Palm Beach, FL 33407 ` WORM lK 441677 i SjrJN ALF 1a`� qAL"A,11LL0 Jr.P.E. 15-085 P.E. Sr r'SIGNATURE/DAZE o SH7ET QF 20 SEE END WALL 10 do 18 SEL Mons ON LOOMG ROOSg,Nv LOCKS v® OUT IN InSMIG GLASS INSTALLATIONS W/ J) HV **MID sLMMTE IN LOCK®CN%W S. BLADE W HV CENTERMATES Ct77---A�FsAmrKA;mKMiH@JDEo OR SEE END WALL CONNECTION rMS11NG CUSS DETAILS ON SHEETS 10..&L 18-1 I O O ©�O•�•®p L— 2'a2'a/6'aa'-2 I ®.®an O9•®w�•�$ 31/4' Y G 1/2• Y (�T6 kl�T)MAL OPPOSING SYMMETR ANGLE 1r/(x)1/a•.TulcaN t/2• a®•® ... ... I YCAL N To 1�XRFTE I- CENTERMATES CENT R FES (ICQ/80ITO1Q h /1ocSla'$.}!S.O 12• YEN.SEPARATICH (s)/1 AT � ) ac��GM W/ HV LOCK or W/ HV LOCK or�51* To� f (SEE SCliET1ULE 7C 5 m * 35* IN �* 3 ON SHEET 11) - I -U 112. paw®•pa®ato•Qa " ® HVB OUT' HVC 10•�"�' ©'©°' HVA '@-@• rEYMNSS GLASS -P0:1REO CONCRETE OR CONOMM WALL 1G,@on© / RE Rl.00If a�wc �'®w 1 •®"®'®w'` SYMMETRICAL---———— — —©.,�—Q•®. lrv. rtt+,TrrM '— -...._ j I— EXrS GLAss J\.CGLAs1S1 /i1 CENT , IN ©.®w t© ®�®•®w. To CGLASS IM LE 5 J * �u1T�ON& ®'®c4 OO•©a�•� (L),"ES ') ND7.SEPAHA7ICN To Doss a I.sGNEaule I N ON SFIEEr 1,) QNTEitIOR) ----- _—_-- ------_ _.-----_—_-- " �—— — —-- OUT 1 1 CONCRETE ANC110RS fl 16'0.0. is —1 0. * 3 vwrs lJ - 9Q m � LO-0 OUT 6 1/2-11A14 SZAQ4 (EX MOR) HVE HVF** HVD OUT FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ID 2015 EAS;MN tMAL SUPPLY,LNG. BERTHA HVT, ..SER............ �< A S A Accordion Shutter System �. ECO 1Nc. ■ ■ ■ ■ KK aADE#1 W/OR W/O KV.WNDDN RADE American Shutter Systems NJ Lrsamor Un TILUT TESTNG h ENGINEERING COWPANY o: �QF �"K"•36.5-'� .YMCM river,Fes" ` 1 Association, Inc. , 1 fin--OW 11-ts2 4/11/15 4/13/ STATE pr—;(!0+'')671-1530.Fa+:(305)871-1511 4288 Westroods Drive 2 •, DRuwNG No s 0,1: F10AIDP "�': " Wes' Palm Beach, FL 33407 3 ........... 6�o _m aaoe719 I 15-085 F1ORVA L,<./44167E S { t(i1�ipJRE/GATE SHEET 6 8 OF 20 POUREO CONCRETE POURED CONCRETE RD CONCRETE POURED CONCRETE OR OR CONDRLTE M CCNCRETE OR CQNCREtE CONCRETE BLOCK'MALL BLOCK WALL T$QUIRD BLQGK WF11 REOUJ�D •� BLOCK HALL REWIRED REBURIED EXISTING GLASS[ rjUSTINC CLASS CONCREc,16,Al"Ir- �174510iG GLASS 1L'L SkiYnA110N S — L 2'MIN ' ,GLASS O Ifi•O.C'. _j� RATION WN. ro CIJ55(5EE fNTL•EAAIR"I ` E ON SHEET �' ' i 1 w S PAA-ONEOjj m CUSS(SFE 7 L POR SALE SND m GUSs(SEE I m GLAS(5g SC4DSE W SHEET 1/16'x,3•MAX ON 9£Er 19 ACR 1�EES Q� SCHEDULE ON SHErr ,1 PVA MA EOn•O (6063-36)CONT. 9Aflf.S mQ' ON SHEET 19 FOR 1/2• Ta1P ETi9 i�LR� a4 9fLT 10 POR ALUM.((CL.OSETP (LOCATEEITHEIR y 1 UADES(1)&Q3� T3TE7E3QL SDE 112. ' ` 3x25OFk® I E MMM&a P/7/ or SO) - DF 4O) I 4-USE 1.OR 2•AUU(. I 7/2.•oN. (Ai APPUCA&4.2•x1Ja•A'-2' ;10x7/2-Stt I pk _-. ALUMINUM CUP ANGLE I ----- .c, 0 76•'O.C. --'� q (6063-T6 ALLOY)AT EDDNF3GHr 4 ` - (2)1 110.1/2" 4 0 TA2PCONNS ANCHORS ro Tj SEE DElOIE E FO �01? R'3N WDD�IER SIDE OF�)OCA7E AT1 OR®' SIDE CONN„Cr10N ��L77'' 1 OR SEE DETAIL x FOR 1 OR ®' SEE o Tn2 x TOR 4 ra SIDE COWNECTION m TRACKS -®-©•O-6 .®- SUE CONNECnON .®- -6.T.e•-�•�- TO TRACKS o�.�)-8 0.�- �.®.©.�-Q.©o TO TRA.CSS 1�.®-©•�'©•�. ©OO •©-©•O ®- ©•O ©-©•D'®- ®•�-Q•®-®•®a e• END CONNECTION DETAIL 1Q END CONNECTION DETAIL 02 0 3 SND CONNECTION DETAIL 4 MUIREED DM.Y PDR SPANS CREATOR THAN 12•-0• POURED CONCRETE OR ————— EXeST01G CLASS CONCRETE BLOCK WALL MASS ES G q -; q REOU FAD j1fl� 1J2• -- _ m CASs("g //jLO 16 .0 LOL EPMNnJN Y ' b------ - - OR �F�BANIE O EIr CO`7CRE3E 7/z•1AY. m RAST(�E D -ON 9CET -------- QP SI E7 19 PER ANCHOR O I FRg�® ®� OR(o CONCRLIE BLADES(D&� 12.O.C. ` - - _ $ - IIA-As8 ---- ANCHOA ( �EO - ORO C 16• o.c. ILN. _ I-1 q i --- -__-- EO i _ 8 R(DOR 2•YIN. --"'— 2•MIN. ♦SEE LiNRAT}ONS Cf USE TOR ����/ y 5 _ EACE©ON SHEET L9 ©OR�ft�OR�OR� VIEW Y 1 OR ' PLAN DETAIL 1 ORImo•®- L POUI.'ED CONCRETE aRTON .�- ®,®•®• 1 CONCRETE BLOCK WALL ® �'�®-®•�©•®- REa� �O O�©-0 0•0 - ©C) ©-®© ®- V DE 0 NV WINDOW BLADE INTO s.�.©.®,p.®. CONCRETE OR -CONCRETE BLOCK WALL. � END CONNECTION DETAIL 5Q O®-®�-�®-� D CONNECTION DETAIL 6' �®®-® 0 -� Fi.OADA BUILDING CODE Nan High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. EN ;✓q'% BERT A HVTM — �— - S S A Accordion Shutter System _ MMEC701Nc. ■ ■ ■ ■ ITv.eaoei w/ce w/o Nv wrnoN e(anE American Shutter Systems nv.Im , N DATE ouA.N Br NL TILLTT TESTING& ENGINEERING COMPANY STATE OF easy Nm.=R s.s..3m."20""Mmrlame BTA Association, Inc. 1 CLU 11-192 4/13/15 WTD 4/13/15 Pl—:(396)671-15W.Po.:(305)971-1631 4268 westroods Drive 2 c'• ORI a W:9r.«oa..1 west Palm Beach. FL 33407 3 DRAWING No [""-NioNAI�NGR``��� wALrER-79 D-000 7 9v.Pc 4 15-085 P.E. S'SlC7} '�AtRE/DATE Ptwsw L . u16' $ s SHEET OF 20 SCHEDULE Al SCHEDULE i!2 SCH®ULE 113 MAXIMUM SHUTTER SPAN* 'L+'OR 'L MAXIMUM SHUTTER SPAN*'L+' IMUM SHUTTER SPAN*'L+' NOTESo (ft.). FOR�INSTALLATIONS /; ICAL OR 'L-' (ft.)FOR R 'L (it.) INSTALLATIONS I�"A-�--�N��'D ._ & or(CJI or® INSTALLATIONS W/ CONCRETE& WOOD (1)L+:RMIYUM ALLOWABLE SPUN FOR A ONEN W/ONE H.Y.LOCK ®or or or g 1p/ONE HY LOCKS MWJSORf P051TNE A50.GES p7 PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE FAY LOCK or 45 or OR W NO LOCKING 1ypTy L-:MAX ALLOWABLE SPAN FOR A 14iN triG'171VE CMER RTES®&@ W/ONE HV 'T' W/NO LGCKI G RODS / A, B. C. D.E. M. N., P. 0. A.S.D.DESIGN PRESSURE RATING. LOCK®W/TWO LOCKING RODS(5 TOP & (SEE NOTES t,ti)® OD ODS FOR MOMMO MOUNTING F. K&L R. S, &V. BOTTOM SEE NOTES 1t SHEET 7) FLOOR/CEIUNG WA PROCEDURE C QETDOTTO:MAXIMUM FLA R/CSRAFOR CONCRETE&ri'000 MOUNTING G. H, 1. I1,J T, U. W& X WALL MOUMINt.S(TOPIBOTidi}OR BOOR/CEIUAtC: 1Lamrn, CONFCREIE&WOOD I7TSTALIARCY+S O y MAX" U4 &M LAIM GIVEN A POSITIVE ASA.DESIGN PRESSURE RATING, •1�'ilq WALL MOUN1D10 IAC DEfEROINE MAXIMUM SPAN'L+'FROU SCHEDULE +� WALL NOUM. FLTR/CEILIIG riAt•+c a N>w FUW/CQGG NGUMtf+G GIVEN A HEOATIYE A.S.D.DESIGN PRESSUR'c RATING, YDUMiNG (p,�L) OR I t�Il 1 FLO01,/C7FN:MM04 NG t+Oa_1 xF.uolwvONc T� DO'ERutm MA7DNUu SPAY'L PROM scHrDULE L• (A) L-PJ T. -7--FT- L• {31 L-(N t•GJ L-(41 I 0 SUM SIMITER SPAM-L+-OR-L-'FOR 30 OR 16'-0' 18'-0' 16•-0' 16'-0' JO i6'-0" 16'-0• 30 16'-O' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO flNAL MAXIMUM ALLOWABLE SPAY 6 EQUAL TO THE 35 14'-10' IV-10' 15'-2' 16'-O' 35 1C-10' 14'-ID' 35 15'-2' 16'-10' 105 WtF.hS.D,DESIGN PRESSURE RATING. u pETD1MWm SPAN BETWEEN'1+'AM 1 40.� .13'-10' 13'-10' Id'-2' 15'-Y 40 13'-f0' 13•-f0' 40 1P-2' IS'-2' (3)PROCEDURE TO DETRIVINE MAXIMUM SPAN rOR 45 IS'-1" 13'-1' 13•-4' 14'-3' 45 13'-1' 13'-1' 45 13'-4' 14'-3' •t HV CORNER CENTFANA7E}3 LIMY OE USW AT All COMBINATIONS IN BETWEEN WALL MOUNTINOS 50 12'-5' IY-S' 12'-8' f3'-7" 50 12'-5' 12'-5' S0 12'-_3'_ _13'-1' MOUNTING INSTAUAMONS.LOCKING SPEGFlCh7I0NS W/FLOOR/COUNG MOUNUNu"S: 55 _ '-1' 12'-11" 55 11'-10" il'-70" 55 11'-1' 11'-11' SHALL f5 INO1Gt1TA ON MANDATORY CONDITION i2 FOR A CVEN POSITIVE A.S.D.DESIGN PRESSURE 11'-4' 71=t" 11'_r 12'- ~60 11'-4' 11'-4' 60 10•-2' 10'-11' ATE+5,SHEET 5. RATWG: 65 IO'-10• 10'-10' Ir-1' 71'-11' 65 10'-t0" 10'-10" 65 9'-5' DER3iNIKE.• L,+-W.SPALL FOR WALT.MOUNTING INSTALLATIONS. 70 TO'-6" nY-6' IC-9- 11'-5' 70 10'••6' 10=6" 70 W-9" 9-4' Lz+=WUL S?AH FOR FLOOR/CEILING MOUNTING 75 101-11 l0'-1' 10'-4' 11'-1' 75 10'-1' f0'-1' 75 - 8'-9" t't EXCEPT THAT MAN4LIM SB'JITES STAN t+"OR INSTAAATWNS. 80 9'-1D' 0'-10' 10'-0' f0'-9' 80 9'-f0' 9'-70' 'L-"MT MAGNUM ASO.DESWG PRC55:ltE PATItO FOR FOR A GVEN NEGATIVE A.S.D.OESKIN PRESSURE 85 9'-8' 9'-6' 9'-9• 10'-5" 85 9'-6' 9'-8' ItSEALIATIONS I TO OONCFL-'iE 0.K CONCRETE BLOCK RATING: 9'-3' 9'-5' iD'-1' 90 9'-3' 9'-3'- &LSCC BE LIMITED AS FOLLOWS: � DETERMINE: SS D'-0' B'-9' 9'-Y 9•-10' 95 9'-0• B'-0' 1- CONNECTIONS TO KEYSTONE MOUNTING L, MAX.SPAN FOR WALL MOUNTING IN"TAILATIBFS. 95 e'-9' 8'-4' 9'-0' -10 i 5 B'-9• 8'-4' LIMITED TO +64,-72 p.a,f.AND 8'-0'SPAN, SEE Lz--MAX.SPAN FOR FLOOR/CDUNG MOUNR.YG _ MOUNTING®ON SHEET 7, INSTALLATIONS. 105 e'-Y 7-n' B'-9• 9'-4' 10.5 8'-_'__...' I I O 8'-T 9•-2' I10 8'-d' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN 5 EQUAL TO THE 115 8`-2• r-3 B-4 e-Ir t:s s'-2= r-3 SEPARATION TO GLASS SCHEDULE MI6MUM ISE7riTEN 1,+ Tze•t,- AND^U-' 120 8-0' W-if' V-2' 8•-9' 120y e'-D' 6'-H' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAWAUM -- 125 T-,0' 6'-8' 0'-0' B'-5' 125 Y-10' 6'-8' ALLOWABLE SPAN 0.YD h'EGAII'F A.S.D.OE51CN 130 7'--8' 6'-5' Y-10' ,.8'-1- 130 7'-8• 8'�' WIND ZONE MINIMUM RE RATING TO DETERMINE MAXIMUMANCHOR 135 r-7' V-2' 7'-9• 7'-9' 135 7'-7' 6•-2- SEPARATION 140 T-5' S•-11" 7'-7' 7'-6' 140 r•3' S'-11' ASTM E-1996 _ 145 7'-3' 5'-9' 7'-5' 7'-3' 145 7-3' S•-9• TO GLASS 150 7'-2' 5'-7' 7'-4' 7'-0" 150 7'-2' 155 7'-0' 5'-5' 1 7'-2' 6'-9' 155 r-Q" s'--s• 1 THRU 3 1" 160 W-11' 5'-2' 7'-1' 6'-7' 160 165 V-10' S'-1" r-I' 6'-4" 165 170 6'-9'•i'-1i' 6'-11` 8'-2' 170 V-9" 175 6'-7• 4'-9' W-9' 6'-0" 175 W-7' 4_-y 180 6'-6' +'-B' G-8' 5'-10 180 6'-6' .'-B' _ 185 6•-5' 4'-6' 6'-7' 5•-8" 185 W-5" 4'-6' J) H V B LA D E �.... 190 6'-4' 4'-5' 8-6' S'-6' 190 G'-.I" 4'-5' 195 6'-]' 4'-3" 6'-5" .`+'-5' 795 6'-3' 4'-3' 200G'-2• 4%2' _.6'-4' S'-3' 200 6'-2' 4'-2' 205 6'-t' i-Y W-3. 5'-7' 205 6'-1' +'-1' FLORIDA BUILDING CDDE(Non High Velocity Hurricane Zone ®2015 EASTERN M0.7AL SUPPLY,INC. 4p:Tl�(%l',�, BE A HVTM P:• A S S Accordion Shutter System 1 IL __ E C O i w�. ■ ■ ■ ■ FAY.Ti"#1 W/OR W/O KV.WNWW[TME i fT' TILLTT TESTING & ENGINEERING COMPANY American Shutter SYSIeMS GLSC1rP„Da GTI oRArR 9.:14DL 0. *= Association, Inc. i OLD 11-fez 4/13/15 DA1c +/13/15 s-(u. v.I. (w5)8 1-1153 J]i 4268 Westroods Drive 2 DRAWING No - : "• iTon4:<3�)6N1-1530.F�:(305}871-1531 L— c- .0-,ste'.(M.L .� West Palm Beach, FL 33407 3 VALIrTN LUT J PX_ 4 15-085 ���CCS,�......• �\ FLOROA U./"167 5 SHEET OF 2D ftU E/DATE r, p � N ©MaidCflB©Cl 1 oil an 0 Bocaa�eUNM nae caaaaaaaaeaaaean� ;asona02c©cQe �°eve.a ©®aIle�a�ooeo°aAa�i - n.nnc0acecoo. . . - ooaaocacac° o°a°cdocec °nc� oaH ® fl©a�°e° � o c=Lz::= ccDDDccQDDCCCaacccc�ccQ�°ac DABp©CDgeQOa 0:220 Qaaaic.–..aDccDaim cDccccccacaC�cccC�ncc ©IlccQccc 'nADlingo oaaalmomn aan0®aa aaDump IIa nnna aanaaIIna DDaa®aQ1�DIInllama a�®aIIamaaIIaanmom agap aaaIIINDIA a aIamdDD DQ@M:Ie®aaa®logo aIIaaaIIaaaa9aall an BAN A CCaDComm-DCQDADEID-Q°DQAOIlaaaDaa�n00man aall an0 an =©10011111m:B 1 e©DQADa-SEENanaIIA®aaaanaaQaanII R :a90B8momo H99989 98Q99009��QAD9CQ©9�IaaQaadanaaaaa�II �HH�@BHHflH@8@�@@H8BMom@ H9aH88Q@meH.�l @ODIIIIIIAam D9®BBBB�BB9®B�BBBBBBBBA MNSM�wo8 9�9A0BDaim dQ=won an BONN=aaaaaaaaaanaaaaaaaaaQaaa�aaanntlanaaa r" =BCDIIaaaaaaaQDDolman aaaadanam na IBM am aaaQaQaaaQa all aim an Dan nan®a®Qaan anIInannplaan Daaaaaaa�CDC�aD��Qaaaaaan sun" aona®aaaa�a a aQaaca:CaDC .0 I. QDagi a Q®aa IIIIaaaIIm ._ :0;99H8B8BAB is Un aaIIA �IIIInaaaAallo @fl@flHflHg@flH@HH@@H@HHM@MI -6afl990MSEM Damon ClBBBBBBB BIBBBBBBBBBB9B9®BQB®ABAA9BA�]IACIB�@BD90BD@ - :; 13 .91 -lamenaaamaa®naa®aIIIIQa�nIIannaanl�a®a r gaaacDaQaQa1DDDEIDDMal�nnaami minimal OanIIalnlan�aaOaA .aa�Da�caaa: am am:aa�no n aaaan onaall pan Annan : '6DDDCD am in amDDDw :0aQaDcaQaaann aIIIInaIIIIaQaaAaIIAa - ,©aDaDDDdDaDCcaD��ppCDDDD1... .RDCt�pp ppQQaaanIaII�AIIAaaIIII n E3Z'smog-ME fl@a-ROME mmcfl�AB®p9g8�88�8me mann aaaam aQAn ,M aB®BBH99B88EB9990M8@dB8B�DEMOBBBBalamo®B��Imam �on ©aDDaaaCap BEaaaaaaanaa®aa pD INA aaaaaaa0aMal .11anaaaaaaa moon GDDDolman�aA anaOaaIIaaIIaaIIannaaaaI eaa doaaa aaaflDaeQc.MOM urn a ®anganaa0�inanonaall ppaa Mal- aal�aaa-CIMEMEN® D®nan aaan aQaaannaan BC aaCQDCDCaDDaaDDCaDDDol�DDIIaaDDDanannuaaaI ad 1111111 G999Qg98899889999990889gggg8898998H99H8D9oaunaaaaanmoand o E3@HHBHH@HHHHBHHHHHH@HHHHHH/HHHHHHH09HHHHHHHHHH@HHanIIaaaan r 08BBBBBBBBBB8BBB9BBBBBBBBBBBBBBB09BBBM DougB9B9BBMEM ,e allies salmon as a®Maanoaaaa�aQIngQaQ Aa°°Q°0 aada m° eaaanaaa�aa°D°oDDoca.Daaanan an Amiga naaaanaanaaaaa w 0 :Mann ::cc: D 8 o= ao©enQoa®aain ann®naaaaaa 13D12110 oaADDDDaa000mDaflD DaOcflaaQamoo in p a p� .E�9BHfl98moWn@99®To999H8g a A9�1pQQde©©DDIIIIaQ�IIna� Ong '-0@HHHHHRHHHHH@HHHHHB@8HH9M@@ 11118H@B@H8@@@D®a�a �B9BBBBB88®BBB88BBBBBBBBBB®BB@BB898BBBBBBBBBBBBBBBBB�B� • SPECIFICATIONS ON ANCHOR REOUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE"my=1;C.&R ON SKIM 6&T) 1.Ax7IDRS TO SUBSTRATE SHALL BE AS FELLOWS: FOMMOM POIRD OONC C (A) TO E%LSfM POURED CONCRETE(wn.Fc-3 Imo UAKwN (g)WALL SU MOUNTING ©CEILING MOUNTINGHC7 FLOOR MOUNTING - 1/4'0 TARPON OR TAPCON wN AWMICED TNREADFORM TECUDNOLDWN ANCHORS,AS ILMNUFACTURDD BY LT.W.B=E06(Wr1.Fe -3 kat SPAN ANCHORS SPACINGLFLSIND - 1/4'0 x 3/4'ALL PaSM SOLID-SET ANCHORS,AS DISiPoBIRtU IHf ALL POINTS SCREW,BOLT&SPECULTY COMPA T.(HEn.fe ®3 I¢i) (11) NP.A CM IK FRMX FX= U304H IMW FRW.M Rt/li ®I 7tFJ77AY P9F390S Pima -1/4'0 SLUE TAP CONCRETE ANCHORS W/CAP AS WAHUFXTRED SY FLORIDA FAS rt.4m CRECF.DIC.(Min fc-2 Ami) 30 4D Y10 75 >M 720 160 205 30 40 CD1751901120 160 205 30 40 EO 73 SO 120 1fi0 203 TAPCON OR -1/4Y TAPPER+ANC}fORS AS YAtREACTUf+TD BY POWETS FASTEI .INC.,AND DWRIO ED BY ALL POI4I5 SCREW,WU&SPEDALTY 14 12 0 D e 6 8 fa /2 10 8 E 6 6 14 72 t0 9 e 8 6 G TARPON WITH ADl'AN(ID COMPANY OR ANY OTHER APPROVED UCUSED OR AUTHORMD VFHDOR RECISTERED WDM THE AMERICAN SHUTTER SYST54 ASSOCADON,RNC 3'-0'OR LEM is 12 f0 9 6 8 6 8 14 12 10 9 8 B 8 6 14 tz t0 9 B B 6 6 DHREA}FORM T'..CH.NCLOCY rc..3 wl ILL POINTS SOLID-SET 14 12 10 9 8 a 6 6 14 12 f0 9 a 0 6 6 14 12 10 9 0 B 0 5 NOTM: H 12 10 0 6 9 6 7 11 12 10 9 B 0 6 11 14 12 10 9 8 B B a 6111[TAA W/CAP 14 12 10 9 a 7 6 7 N 12 10 9 0 6 6 e 14 12 10 9 9 a 6 5 iMPER4 A1)W1111"EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED n*U0FOIW TEUDIOLOGY ANCHORS AID TAPPER4 1{ 12 10 9 8 a 6 0 4 12 10 9 B B 6 0 14 t2 10 9 8 a 6 55 ANCHORS rs l 3/4.AND fC1R BLUE TW W/UIP ANCHONE rs 1 1/2'. 4N-0' /4 12 l0 9 6 B 6 4 14 12 10 9. a 8 a 45 14 12 10 9 a 8 4 33 A2)WWAMAI EMBEDMENT OF 1/4'0 It 3/4'ALL P00n5 smm-SEE ANCHORS SHALL BE 7/B'0N10 THE POURED CONCRETE.I40 SENT 4 12 t0 9 8 D 6 - L 12 10 9 0 0 6 55 14 12 10 9 6 6 8 45 INTO STUCCO SHALL HE PETO. I D.1/4'0-2D S.S.U"INE SCREW USED SHALL BE 1 1/2'LONG WL9WUM SHOULD STUCCO DOST,AND l4 12 Iola 75 55 3S - it 12 19 8 0 8 6 5 14 12 10 8 B 7 53!4 •SIZ 1r OSE PO9 1'U?M"FOR WALLS WITH NO STUCCO. IE12 10 B 8 b 6' 6 T4 12 10 0 6 8 6 53 14 12 10 9 a 8 6 45 txAO[ i t9 t4 5-0 12 10 9 6 7 1 - i4 72 10 9 0 63 5 33 74 12 to 6 L 5 35 3 A.3)IN CASE THAT PRECAST SFONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EIS TING WALL OR FLOOR 14 12 10 v 8 7.5 45 - 14 12 10 9 a B 6 45 14 12 10 9 8 6 45 173 ANCHORS PULL BE LONG DIDUGH TO REACH THE MAIN STRUCTURE fiENND SAO WALL rIN ISKE1 ANCHORAGE MULL BE AS P&CATM ON 14 12 95 73 6514.51- - 14 12 110 0 0 7.6 53 ♦ 14 12 1019 8 0 4Z35 NOIFS A7)&A2)A90VF FOIE RSTAl1ATICfB ON'tl1Nr1 SIDING OR DES WITH OR WITHOUT METAL STUDS CONSULT 1H5 ENGINEER.FOR 8•-O' 14 12f0 9 a a e 14 12 10 9 6 6 6 5 74 12 10 9 a 65'3 33 7ASplU INTD DFS WITH METAL STUDS SCE SHM7 20. 14 III NEN 2 ib 553 - li`-I 10 E3 7 6d.;-S 14 1 8 65 55 4 3 14 12 10 9 6 8 - - 14 12 10 v 6 6s s 75 14 12 to 65 a 5 4 - (0) TO ENFfING CONCRETE DLOCK:(ASTM C-90) - 14 12 B 0.5 SS 3 - f/ 12 f0 9 5 03 43 33 14 12 10 8 7 5 &5 3 - 1/4'0 TAPCON OR TAPCON MTI ADVANCED THRUO?ORM TECHNOLOGY ANGHOFS,AS MANUFACTURED BY I.T.Y.DUIlDE1i. 7•-0• 11 12 10 Y 8 0 - - 11 12 10 D a 7 3 4 14 i2 /0 D 73 53 4 3 -1/4'0 x•3/4'ALL POINIS SOLID-SET AICHURS,AS DMTROUIEU BT ALL M9R5 SCREW.DOLT&SPEGU_TY COWPMNY. 1/1'0 BLUE TM CONCRETE ANCHORS W CAP AS MANUFACNRfO BY FLORIDA FASTDOM DGIMCF,M. 14 12 f0 8 05 { - - ti 12 v 73 6 43 35 - l4�0;5 7 35 4s 35 - g4;TAPPER+ANCHORS AS MANUFACM�'D BY PO'W'ERS FASIDNUM,INC..AND DISIMBIJUD OY ALL POWS SCREW,BOLT&SPECW.TY 11 /2 10 Bs 7 4 - - 74 12 f0 9 73 55 4 - 11 12 8 7 73 43 - - - 4 Il 7 SS 45 - - 14 12 10 9 7S 55 4 - 14 12 D 7 8 45 3 - ANOR ANY OTHER APPROVED UCENSED OR AUTHORIZED VEHMOR R£C=RED WITH THE AMERICAN SHUTTER 5151714 ASSOGATON.NMC. $.-0. U 12 10 B B fS - 14 12 10 9 a 8 4 - 14 L f0 8 As 6 35 - NOS. 14 /2 as 7 S�'J 3 - 14 12 3 lL5.0.-5 4 J - 25 Y S 6 5 4 3 - - 8.0 N NLNUM DAMUW DTTO CONCRETE ULM OF TAPCON.BLUE TAP W/CLP ANCIMAS AND TAPPER+ANCHORS IS 1 1/s'AND TAPCON 14 12 93 75 6 - - - 14 12 DS 8 65 3 - - 1472 8 6 83 4 - - WITH ADVANCED 71fRFJDFON01 TECHNOLOGY AN(7NOR5 IS 1'. 13 95 63 0 y - - 14 12 10 B 6.5 5 - 14 12 A,63 5 4 _ 8.-0. 14 12 10 9 a - - - 14 12 10 0 75 43 - - 14 t2 al 7 65 4 - - B.2)IINMUM EMBEDMENT OF 1/4'0 x 3/4'ALL P01NIS W-*-SET ANCHORS SKILL BE FMIRILY C613MDED INTO THE CONCRETE DLOOL NO 74 13 75 e 4 - - - 14 ft 7 SS 5' J3 - - is a 53 45 35 - - - EMBEDSIENT L410 STUCCO SHALL BE PUWITED.1/4'0-20 SS MACHW-SCREW USED SI M1 BE 1 1/2'LOGO WUUUU SFIOIRO SMCW 14 12 B 65 4.5 - - - 1. 12 85 7 iQ - - - /4 JOS 7 55 8 43 - DOST,AND i'Lq,%WUM FOR WALLS WUH NO SNOCO. 11.5" 53 1 _ - 1- 12 9 7 a 43 - - N 11 7 55 43 33 10-0. 14 12-10- v 75 -- - 14 32 10 8'6513 - - 14 12 a 6 5 1, 1- - BJ)IN CASE THAT PRECAST STONE.PRECAST OON•'CREM PROS,PAVERS OR ANY VENLER BE FOUND ON THE Dam"WALL OR FLOOR, 14 IDA 7 5 35 4 1 - 10 7.5 3 4 3 0.4CIOTS SHALL.BE LONG ENOUGH 70 REAGIN THE WHIN STRUCIU BEHIND SAND PAIL fTNtSfiES.ANCHORAGE SHALL BE AS Ih=QKFEO ON 14 11 73 5.5 - - 4 113 9 6 5 4 12.5 93 6 3 4 4 - NCTM ELI)&8.2)ABOr�FOR INSTALLATIONS ON VINYL SDONG OR DFS WTIH DR W:n OUT MEUAL STUDS CONSULT TNS DNCIKER. OS 8 5 - 14 12 8 55 55 4 - I1 70 63 5 4 3 FOR 9NSTATLADON INTO DES WITH META.STUDS SEE SHEET 20. 11•-0•94 12 10 - - - - - 14 12 9 7 5 45 - - 14 7<LS' 7 SS 43 3.3 - 75 9.5 5 - - 12 9 6 45 4 J - - 9 7 45 35 3 - (C) ANCHORS SHALL BE LNSTAL©FOLLOWNC ALL OF THE REOMMENDAt10Ns AND wwwIrAxnaNs OF TIE AJCA7R5 LAdUFA"TURFA. 14 10 7 - - - _ _ 14 105 7 55 45 - - - 1-5 65 53 45 T3 !S. 7 45 - - 14 13 73 e 3 _ (0) SEE SCHEDULE BELOW FOR EDGE O=ANCE(CO.)VERSUS SPKWG REJATON9UP FOR ANCNGRS 12•-0• fif2 I0 - - - - - t4 72 0 65 3-5 - - - 1J 10 65 3 4 - - - fpC•E.DISTANCE dFRSI_tS SPACING SCHEDU r roR ANCHORS: IS 6S 45 - - - - - 11 5 53 4 33 - - - D 6 WAIMNM ARMOR SPACINCS AM VOW FOR EDGE DWANCES INDICATED BELOW.FOR C 0.LESS THAN TWE CJDEATW.REDUCE ANCHOR SPA0N3 35 95 B - 13 95 65 5 4 - 104 8 15 4BY MULTIPLYING SPACNG SROVIN ON SCHEDULE Br THE FOUMn FACTORS. 14 IW 7 SS 43 - - it a5 55 AS 33 - - - RErKJCED 91"rOBUANNED USING FA^101 BALL NDT QE LESS THAN LMWON SPACON2 IN FOR UCH MMOR TYW- /3'-O'14 12 - _ - - _ _ 14 n}7.D 6 s _ _ _ a 9 e 4s 1 _ _ _ FACTOR O} 0 - - - - - 10 7.5 5 4 .3 - - - 75 35 { 3 - - - - ACIUAl. y5 0 - _ _ _ _ _ 12 9 e 45 4 - - - 95 7 5 _ _ _ _ EDGE TAPCON 40iEADMRM TEtIVOLOGY ALL POINT SOLID SET BLUE TAP W/CAP UN.SPACM 6 a - r-:- - - - 13 95 65 5 - - - - 0.5 7.5 5 A - - - - O O=AHCE _ to 12 - _ _ _ - - N t05 7 35 - - - - 11 85 55 451- - - - E.D. ALOE SPACING-W UW.SPACING-J' .SPACIND-3 1/2 IOL SPACING v 3' 3 3/4' 4' 14'-0' 10 TS - - - - - - B 7 a5 35. - - - - 7 s 39 J - - - - V B D W CONMREFE& FOIu7 00y7f.Ti tI2gF,iE ano: POURLD OW+KAETE& INRASD OC !19134E 000SE COMMIE MD0( is 8 - - - - - - 1f a 45 - - - 9 as 45 - - - - OOfUK M..rOClS ITL EM-3 1/Y ION E0.21 3 tCONCAM om% W�EE B3 CIS F6L CA.3 1/Y E0.2 1/C 7.1 - - - - - - - 12 D 6 - - - - - 95 7 4.5 -I- - - - 3' 1.0 0.40 1.0 0.78 1.0 0.64 1.0 - - - - - 10 , - - - - - 6s 6 s - - - - BLADE WORKING 2 1/2' as1 1L --- - Ds7 LD a - -- -7-- - -7- - - - 35 as 4 - - - - - a5 5 3 - - - - - IN UNISON♦ - - - 6 - - ae a s - es B 4 2' M71 0.51 - _ - - __........_.. - _ _ .. i 3/4 - 0.41 - - _ 0.43 _ OSS 9S - - - - - - 93 7 s - - - - - 0 5 { - - I-1- - FLORIDA gdILDING CODE(Kon High Velocity Hurricane Zone `�A•��(� :TiLQ/-1 0 2015 EASTERN METAL SUPPLY.INC: pENSc BERTHA HVTM �= A.S.S.A. �' =- Accordion Shutter System 1 L E C O T N C. FIV.BLADE g)W/OR W/o FRY.YAM MT 119X American Shutter Systems .N o6sem00W DATE i 9RAWIJ B,:. w_ 11WT 1TSSTNNG k ENGINEERING COMPANY '• STONE OF w; 6553 N,6.30[1 s_su.303,VFGNA N:WtW1aS,RI};CA-331 Association, Inc. f OLD 11-192 4/13/151 I1ATG 4/13/15 Ph-:(305)PI-1530_Fox:(=)871-1331 4268 Westroads Dr 2 S, O OR ,.•'\(���� E w:c a4o9dwn West Palm Beach, FL 33407 3 -- DRAWt1sG No YAA FssJ••••(\�.�'„AA4`\ Y411t7N A iCLR1Jr.PX. 4 �5'-085 rgAr f�N N11A\ MERIDA uN /44157 5 SHEET P.E. 9Mt1ySr1%"&RE/DATE s 13 OF 20