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HomeMy WebLinkAboutProduct Approval Florida Building Cod l �ED SEP 0 9 2015 Page 1 of 2 IMF: rTg oil � ag i�Gti{I3 L77 3r�In=ntV SCIS Home Log to : User Registration Hot Topics j Submit Surcharge Stats&Fatt9 ' Publication ; FOC Staff i 6CIS Site Map ? Links i Search Busines �� Professitnal a SER:Pu�icUserApproval Regulation ® �� �� A.rfevt AnntnvU bu•a,ry product nr nnoticativn SChn'h>Apntirxntua t 1st>Applieat �gtbll L� 2-_._a.3t � 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 Beads,FL 33407 (561)209-8263 breeley@eastemnietal.com Authorized Signature Bill Feeley frodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordtan 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..Tdht,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 of independence Fja1 2 FB CDl IiV ACCO kG OIN CI NONtlVHT prtf Referenced Standard and Year(of Standard) Standard Year 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 I Option D littp://www.floridabuildiiig.org/pr/pr�_appjtl.aspx?pa.ram=wGEVXQwtDqvYYHH2vJvx5... 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 j(Su`m"maty of Products FL# Model Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ -Drw 15.086 bottom)for storm protection I Limits of Use Installation Instructions Approved for use In HVHZ:No F1.380 n8 11 A.S,S A.A. NC__ t.15-Osc�nd1 } Approved for use outside HVHZ:Yes Verified By:American Test Lab Of South Florida Inc. i Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level•D'.Max span Is 12'-7'for 35 psf positive F1.s8 9 RR AF 6_-.S.A. tnI P.F Rr,1H IC 15•ratsi( ASD load and 13'-0'for 35 psf negative ASO load the HV3 blade w/o Created by Independent Third party:Yes window blade,S'-2'for 110 psf ASD load for HV3 blade w/o window blade j and 8%11'for 62 psf,9'-6'for 55 psf HV3 blade w/window blade working In unison.Maxspan for HV3 blade w/o 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 otherspans and ASD pressures. R9. Bertha HV Accordion Shutter-Blade 1 OMy- Extruded aluminum interlocking blades retained by tracks(top and Non-HVH7.)•Drwg 15.085 bottom)for storm protection _ i Limits of Use Installation Instructions j Approved for use In HVHZ:No Fl3$9 R@ It A.S.S.A,INC. DP.1VG.1 S-WS.nof I 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 level'D'.Max.Span Is 16'-0'for 30 p.s.f negative FL389 Ria AF A.Sa.A 1NC. P.E.R. DR mG.15-fin"5 HV..{�t:f ASD Wad depending on centemwtes and laking rod configuration for the Created by Independent Third Party:Yes HVI blade,8'•0"for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0'for+75,-75 p.s.r,for metals stud mountings and 8'-0' for 110 p.s.f.for HVI and HV1A working In unison.See sheets 7,11 and 120 res ectivel of installation drawln s for other s ans and pressures. 1389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and(Non-HVSiZ)-Dr w9 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FQirg RS 11 A S.S.A,INC. ORWL 15.OR4.ndf 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 Othert Large missile.Max.16'-0'span at 30 p.s.f ASO load for Blade 1 F1,3B9 R,AE A.S. .A.INC, P.;F?R. DQW433.IS-d8a not and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respective) . C to ::1940 Noah Monroe Street.Tallahassee FL 32399 phony.:850•Aa7•t014 The State Of Florida Is an AA/EEO employer.copyright 2007.7013 Sale of Florida.:;Privacy Statemeru::A�cessibnl[y Sro[enxmt:;RnPond 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 850.407.1395.-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 emalls provided may be used for official communication with the licensee.However email addresses are Do Hit record.If you do net 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 Acceptn rcgqrtFec� serurit y+r;_t x c<s http://www.floridabuilding.orii/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx_5... 7/16/2015 GENERAL NOTES- 1.BERHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON TNM PROOUCT EVALWTIDN DOCUMENT (PS-0.)HAS BEEN VaITiED FOR CONPUANCE RI ACCORDANCE YAM THE 2014(5th EDITION)OF THE FLOADA BUILDING CODE THS ACCORDION SHUTTER SYSTEM SAL NOT BE INSTALLED AT HCH VELOCRY HURRICANE ZONES. DESIGN WIND LOADS Saar.BE OVERI,^ED AS PER SECTION 1620 OF THE ABOVE MENTIMED CODE FOR A BASIC WAG SPEED REQURID BY THE J1AI5A:4LTICN 1YHTRE SHUTTER%%L TABLE OF CONTENTS ITE INSTALLED MTM A DIRECTICIRUM FACTOR Kd-0.65,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAICMUM(ASA.)DESGN PRESSLIRE RATINGS IAiCATED ON SHEETS 11 TIM 15,10&2D. IN BRAN TO VERIFY THE ABOVE GGNDrGCN.ULIDATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIST REDUCED TO A.S.D.CESIGN WINO LOWS ARA•i' FIV BAD ( QA BY MULTIPLYAD THEM BY 06 IN ORDERTO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE I=OVER STRESSED.A 33 9 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS k=USED IN 714SR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER•A WIND OURAT)ON FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTIN VMD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSWS ADEOLDCI'FOR WIND AND LARGE MSSRE IMPACT LAW HAS BEEN VERdim IN ACCORDANCE W17H SECTION 1698.1.2 OF THE ABOVE MENTIONED OOOE AS PER All.REPORTS: TYPICAL S4 MER ASSEMBLY 36-44 SHEET 4 TYPICAL WNDOW WADE&YNHDOW DETAIL -HV BUDE'U+ fD214.01-03./0715.01-03.11004.01-05,#1214.01-05.60317.02-06,fOW9.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1896 AREA - FIV RLADF M AND,W WINDOW MADIF a AND E-1996 STANDARDS(MISSILE LIVEN.D.WAD ZONES 1.2&3)&f122D.01-10 AS PER TAS 201.203&2D3 PROTOCOLS LARGE M WUZ (WHERE APPLICABLE) -HV W-ADOW BLADE 0 10505.01-03 AS PER ASM E-1866 AND E-1996(LUSSLE LEVEL 0,Wits ZONES 1.2.3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER AAS 2C7.PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADEp AND W WINDOW BLADE® ARE ENGINEERED TO WORK IN UNISON WDM EACH OTHER UNDER THE GENERAL LRMA7IONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS C-1A CDNCRETE/BLOCK SHEET 7 3.BERTHA M.V.ACCORDION PINS IHV SCREWS).USED AT BLADES KNUCIRE AND FOR DIRECT MCUNT CONNECITON TO TRACKS SHALL BE#14»275-AND/14x7.75'RESPECTIVELY,410-NT MINIMUM SIRES CENTERMATE OETA2S HJ SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 Yat YtE D STRENGTH AND 180 Loi TENSILE STRENCT AL PJLS SHALL BE COATED WITH BLRIFA HTV OADAOSHIEID COATING SYSTEM AS Wl:UFACTURED BY APPROVED CENTERMATE ALTERNATING D.A115 HV SFIBET 9 COATING APPLICATORS,REGISTERED WITH AMMCAi SHUTTER SSTEAIS ASSOCIATION.PINS MUST BEAR THE NV YARNING ON THEIR HEAD. 4.ALL ALUMINUM E06RUSIONS SHALL 0E ALUIONUM ASSOCLA77GN ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.N0.1MUM YIELD STRENGTH FOR 6063-T6 ALLOY 1S 30.0 k i AND 35.7 lei FOR END CONNECTION DETAILS i-6,CONCP.ETE/BLOCY. SHEET ID 6OGS-T5 ALLOT. WITOMUM SPAR TABLES SIELT 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALLSCREWS TO EE STAINLESS STEEL 304 OR 316 A'S SBOES OR CORROSIONED REMNANT COATCARBINR STEEL AS PER DIN 50018 1ATM 50 k i MW.YIELD STRENGTH AND 90 1.1 MNL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SAL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 B.DOL75 TO BE ASTM A-307 CiU.VAMZEp STEEL.OR AHS 364 OR 318 SEMS STAINLESS STEEL WITH 35 lel MNIJW YIELD STRENGTH. ANCHOR SCHEDUR.E-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECTICAXICUS:IN MADE Q: 12.13.14,15 AND 20 INSTALLATION DETAILS Ll-R,WOCO SWEET 16 INSTALLATION DETAILS S-K.WOOD IN BLADE Q&© tY0130NG M IA150i/: 12, 13&75 SFREET 17 8.THIS BERTHA HV_ACCORDION SHUTTER StSIEM BEARS A U.S.PATENT 16'779,562.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR A PART BY U.S.PATENT(5.456.179 DIED TO CASIERN END CONNECTION DETAILS 7-12&I(;WOOD SHEET 16 METAL SUPPLY.INC. 9.IT SHALL BE TRE RESPONSOXI1V OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE%TOM SHUTTER S TO DE ATTACHED 70 ONSITE PROPER ANCHORAGE CONTRACTOR 10 SEAL/CAULK LARFA 3. HV WINDOW BLADE 0 ONLY ALL SMJTTER COMPONENT EDGE$WP.IRH REEAA,THRU FASTENING IN CON11v'UOUS COM/.CT MIM THE BUILDING TO PREVENT WIND/P/JN INTRUSION: IYPF;AL SHUTTER ELEVATION SHEET 19 1a EACH BEAR PERM NLDC I�L I AA V6®tEW 90 NO PLALE WITH WARNING NOTE DURING PERM'Or HURRICANE WARNING'S MOYE OWNER,TFJUJR•OR ODORS,MUST PROPERLY CLOSE'ALL IN AND HDCDMAREA d: FIV 4YINDOW BLaITrQ ONLY 11.SISTER MANUFACTURER'S LABEL DOLL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 17t0.8.3 OF FLORIDA SuxCNG CODE ONE:LAB'S SHALL 13E INSTALLATION DETAILS.UErAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING,LABE343 TO COMPLY MTM SECWVI 1710.82 OF THE FLOR13A BUILDING CODE 12.BERTHA N.V.ACCOR""SHUTIE7T SYSTEMS INSTALLATION SHALL COUFLY WITH SPECS INDICATED IN DNS DRAWING PLUS ANY BUIDWi AND ZONING REGJIARONS PROVIDED BY INE JURISDICTION%HERE PERMIT S APPLIED 70. 13.(A)TRIS PX-D.PREPARED BY TIM DIGNEER IS GEHELOC AND ODES HOT PROMTDE INFORMATION FOR A SIE SPMA PROJECT,La WTiERE THE SITE CCHDITICHS DEVIATE FROM THE P.ED. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELEOT",PURCHASE AND INSTALLATION ACLUDWG LIFE SAFETY OF THIS PRODUCT.BASED ON THS P.E.O.PROVIOED HE/SHE DOES NOT DEVIATE FROM THIS ORAWING SHALL ONLY BE USED TO TIRE CONDITIONS DETAILED ON TIES DDCwBRT.CONSIT411CTION SAFETY AT SITE IS THE CONTRAOTORS RESPONSPSLrrc. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E.D.WILL BE OONSIDFRED INVALID IF ALTERED W ANY ME.N& (d)SIE SPECIFIC PROJECTS SFALL BE PREPARED BY A HDPoDA REGISTERED ENGINEER OR ARC140M WHOCH MLL BECOME THE ENGINEER OF RECORO(EA.R.)POR THE PROJECT ANO WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF IEE P.E.D.ENC,AE'ER OF RECORD,ACIING AS A DELEGATED ENGINEER TO THE P.ED.LNQhTBt SEUL SUBMIT TO,1HM LATHER THE SITE SPECIFIC ONAWIIS rCR RENEW. (,A)OP491AL P.E.D.BALL REAR THE LAME NND Of NN.SEAL AN!)SA'N4iUR E OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. -.0111111tyll.. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `�o`PPA�ER N.T/ YA ®2015 EASTERN METAL SUPPLY.INC. ';tN, BERTHA HV T1A` . - '^ p �+► �+ /� Accordion Shutter System E c # A■Nc. �7.1y■ FLv.RADE#1 w/oa w/o itv.WNDav aroE American Shutter Systems DLSGCPIaN UTE Drawer: ALL. i'f -TQ•g TiLLJT TESTING& ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 L S p QF•, 6P3 N.Y.354 V-V.,N V5Lm4A GIV00-n P.OFW 331 /13/15 DAL' 4f/3/15 P-:(305)871-1530.Far:(305)871-1531 4268 Westroods Drive 2 DRAWING No YtI C ` a EBmoacs°i West PDim Beach• FL 33407 3 + VIYAL L�`�AA�`` WATER A TP LIT PX. 4 15-485 P.E. SEAIN�eMVIJRE/DATE FTaRw L 1"'67 6 SHEET 6 1 OF 20 `y1 J'•fOR twDO•'dM[� .qq . vMIE$ I.91B• 1xA9t' . 09 0. I a.Bsr 4.933' i1 SOLID BLADES ®HV UNNERSAL FLOATER 7 m 5 HV 90•,/180' STARTER COVERED UNDER US PATtM 5458179 OUAUFlED FOR USE W/ t1V ELADE tO �¢ HV DIRECT I HV BLADE 1 HV WINDOW BLADE* 6005-15 ALLOY AND TEMPER QUALIFIED FOR USE W NV 600-T6 ALLOY AND TEMPER BLAD'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 ALLOY AW .37X- 6063-TS 7' .- ® t�, 6063-f6 ALLOY A�u TEMPER 124• 6063-i6 ALLOY AND TEMPER d3• .-� _ .095• N:41.576'ci0' 222a r 3 no7• .- _ o.o7a b,V W L P 3. s �J�WALK-AVER TRAC HV ADJ. FL0+7R T BLADES OUALIFIED FOR USF,W/HV O9 HV TRENCH TRACK ss• 6063-T6 ALLOY AND TEMPER BLADE(1 OUN.IFIED FOR USE W/11V ;�'tl DE( HV 6063-76 AIIOY ANO TEMPER SLADE(1DONLY. V NV RAINGUARD BLADE N G063-TG ALLOY AND TEMPER QUALIFIED FOR L15,E W/HV 5063-T6 ALLOY AND iEMPCR vut0i 1.9_6" BLADE tI T' 1.915" VARIES1936' 6063-T6 ALLOY 0 TEMPER z 1.91 r nl • � 670 Y, •.093• 060' 6 j1t 670' 1.586" C'2tA B70 11 HV CEILING HEADER 1 HY HEADERL ILL ((11�� 13 HD CEWNG HEADER/ I I IFlED FOR USE W/ HJ BLADE T ONLY, OUAIJFl 6063-T6 a`LLO AND 1CMPfK"ONLY QUALIFIED FOR USE W/HV BLADE TD - 14 HD WALL HEADER SILL SEE SECTIONS FOR VALJD SEF. SECTIONS FOR VAUDr.Y. QUALIFIED FOR USE W/ IN 6063-76 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER BLADE15ONLY. p 6063-T6 ALLOY AND (EMPER COMPONENT A B TI T2 % Y t Y Y LOL! �� 2' 2" ;0.125' l'.:J 2• 5•MM! 1/8' 1/66 3" 3• 10.030" 2" 5•MAX!0.192• 0.192" ' SIDE ANGLE a CORNER POSTS OUALIFIED FOR USE W/IN ALUMINUM AKQLES 19 2.5• 7"MO.!OASO, 0.190' dUAUFIED FOR USE W/FIV .BLADE ID OUALIFIED FOK�T USE W/HV l SLADEM1 6063-T6 ALLOY AND TEMPER BIADE ONLY. 2• 5•MVLl D.139" 0.131- 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND 1-1. ® I FI.DRiDA BUILDlrlc CODE(Non High Velocity Hurricane Zone: ®2015 FASM?N METAL SUPPLY.INC. ENSF BERTHA HVTM + - 1L E C o INC. A,S,S,A, Ace#1 W1 OR Shorter System KV RALE w w o KV.1kNDW/RADE *; '/l/. �`(�• = NWT TESTING& ENGINEERING CDMPANY American Shutter Sy9fBmS o[s�nNow DATE WAW Or tI� r Et g Association, Inc. 1 ! aD i t-192 t 13 1s DA7C 4/13.(15 '. S'SATE DF .AG s 5375 x1..3Etn.54 s<e.vuti ux�arw c�vm515,nolrty.}}t / ! _ 1�l+,m,:L}Dsle71-tsw.Fcr:(S ;B71-1611 4268 Westroods Drive 2 t DRAWING No O''•,fC0R1�,:' :W'a�oLcen West Palm Beach, FL 33407 3 ��'%vF`SS! NALF�C•°++ wxrrn�Trlrtla..P.E. , 15-085 P.E. 47tepr716t>AVORE/DATE Fta6eA G.a"W76 SHEET IEEE]- 2 OF 20 A.576- 1 4'-z0a1 745' 9'f133a• � e<u+ 71Q3h'kDrIAG'� 1�RC , Qq (i 17P.) 71 fY.VRiG ltMKt. O o • •W � Q 64Sm r/CMaI o '�• r ... �� ( 9 .316'Q n a:a LOfWS IW CAerAi .. ASs carni (ONRDME PLATED) 21 HV CENTERMATE ` 1.37 1 ® NV EGRESS LOCK OUALFIED 1 &@ ONLY e 0 QUALIFlED FOR 411'-1L SE K%HV gUALFlEO FOR USE W/ HV FLOATING C 6063-T6 ALLOY AND TEMPER O IED FOR USE W/ HV QLADE 1 & 1 ONLY — 6063-T6 ALLOY AND TEMPER HV CORNER CENj B1ADE�1,&Qgl ONLY. SUCE )Q&®ONLY. Q wFIID FOR USE W/trV BLADE T ONLY 53'OD. Ip• 87a' 6063-76 ALLOT AND TT],PCR PASRC READ � „ 1E' NEi1 2 MOIDEDh , 2.07R" 1733' .r; - 0.-. 1i -:S6O'AFTER aNc _ off , -08 1 . a y " 1/479-20 X+3/4' BEFORE/ S.S. THUMBSCREW L 0 RIYNUTx Sows 9444 AUAMM(7024-73 111.6»LARGE nAR E TIMI o f I- ( 1) 4iiT hUr".fARr f OM.AS MNWF�RD)6Y AVbM ---'7`�-�- ek'31 4 C r Tcum PAMPP Dre my jut=07651 OR COUx. PLAN h FROM ELE nW � HV MALE "T" LOCK CENTERMATE ! 4'� HV "T' LOCK � HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QVAUFIED FOR US£W/ITV BLADE ONLY HV FEMALE "T LOCK CENTERMATE SE 4VAU--lED FOR USE W/ Hv CUALIFlED FOR USE W/HV BLADE' TQONLY 6063-T6 ALLOY AND TEMPER OUALFIED FOR USE W/HV BLADE ONLY W/�B�E01 ONL SI.ADEO1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER_ 191] 1 -� - -_, 3.161 0 � � � D :.TOUM6iUR4 - 63" NCER L "EyI0R .211• •V+3 .06Y..t Y -,•_ KLY CNNOER rr .21a' .515' Ti int 0 75'Y;n. 1.125'LI— HD M f1V BIRD£ 1 0 0 iZ� HD CENTERMATE_Wf_LQS KING ROD m "0 o N OUALIFiED FOP. USE W/ ac A QUALFlED FOR USE W/HV BLADE 1 & 1Qg - I RT 6063-76 ALLOY AND TEMPER 1 *Wn AARTS,Ir M71 63-TG AIiGY ANO TEMPER --„' ND T S EQUAL)F606 FOR USE W r)V BLADE 6063-T6 ALTO`/2- TEMPER(STT RTA75) BDEY...,.•.... STS ' �.....:..=. Tk7t 1.76'Mo., 4 LOCKING ROD 1/4.1 (R HD LOCK QUAL iw rOR USE W/HV BLADE QI " t A� � 6063-T6 ALLOY AND TEMPER 56 FIV 3/8 0-1(2 ACETAL `•+ HV `' 0-20 SL7� BY REGENT FiULOYtARE MORTISE LOCKS SEgES 23TJ i+00i(DOLT LOCK © R INSTAlAAT70N h'ILC REQUIRE A 7/16'HOLE U S SERIES S.S. THUMBSCREWS QUAUFlED FOR USE W/HV BLADE )Q& D 1CLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED p u BLAUE� QUALIFIED FOR USE W/ KV BLADE 10 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .., 0 2015 EASTERN METAL SUPPLY.O,C. �.'ENSF'Jp , BERTHA HI/T,A 11 L 1 E C O N�. A.S,S.A. Accordion Shutter System KV.R.AM#T W/OR W/O FIV.MX W BADE American Shutter Systems r-rTPrcr v wN eAlc ORRN Dr: M.L. A) k+Z TIWT TESTING & ENGINEERING COMPANY Association. Inc. T a0 11-152 4/13/15 MT. 4/13/1; P r$: aau NR.31 A a.a.,x� cwvA a sxras,118205 a71 -�jj=•-_�L�RLQ��1"Z Phos:(3e5)377-7530.Fr..(-,W)V 1-1535 4?68 Wastroods Drive 2' DRAWING No West Palm Beach. FL 33Q7 ED-�819 15-085 �++'LR A Ta1n w.P.E. FLCRDA Ma 1 44167 5 SHEET P.F.. SEAI/SIG NATURE/DAlE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV(1� HV a1 3ra 6� 12"NIN. a a25 HV BLADE 1 a i k TO arA ffJ NINOQYI RUDE ,OE2s• .DG25" HV BLADE 1A Aa75�II ,ia Y-Y ® OLADE'S •o OPO 11175• Y HV LONG RECESSED NYLON BUSHING ti i n KNucKtE .x525^ / D,ao7• Q HV SHORT RECESSED NYLON BUSHING ® I1V NYLON HAT WAS (D OR® "',w j T PoBnON RI•?// 37.• 'I•� r ® HV WHEEL CARRIAGE A)SI 3CZ-303 SERIES I ( - `�.495 4 + 1 n /rz.ro• X 0.870'x3/16•THICK NYLON YMEEL. 3 I 1 ✓® ( - n— N 2 7J8"NGL F1�Y+1h'DOW 0.188"o AiSI 302 SERIES S.S. RIVETS 3156 R 01 aE.1 oGzs_ .57 oa Sc.DG25 ® HV 1 3/4'ACCORDION PIN W/ f8 HEAD * EXTERIOR` •I� c OP�isL 5 z/4• yK,zr ® IN 2 3/4'ACCORDION PIN W/g8 HEAD * .I a I 4 b '`I47G .o •7500• _ p 11 b 21/4 WI=Et^u""y id0 POLYCARBONATE IMPACT RESISTANT HV VANOOW i I , ?_ .1 'i = � ^�+ 'TYPICAL HV WINDOW BLADE AND POLYCARBONATE BY WINDOW DETAIL � N.T.S SEE NOTE FOg t( pg 1 i REOUTACNENTS) (DOR ® j IPOLYCAR80NATE IMPACT RFSI4TANT HY W + 113AYER MAKRCLON 3103 POLYCARBONATE 12•{.1RL RESINS. UV-STABILIZED GRADE OR SABIC LE FORUIREMENTS AT EXTERIOR BLADE KNUCKg 4 ro KME N INNOVATIVE PLASTIC LEXAN 103 RESIN I IC L D OR (SEE NOTE 'F" ON SHEEP 18). (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERtOR ® �N ', : iIr BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR ( '� j I POLYCARSOMTE SOURCES FOR HV(9 BLADE. TYPICAL SHUTTER ASSEMBLY —All EXTERIOR .Pncac �1 00..5. (� w{'9W.Pex,nlGs :1»rxrn (2) HV PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT Hv PN�aEltxrYkloe W°®" .��•. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D a0}24- BLADE'S KNUCMIE. BLADE WHEN CORRESPONDING TO I1JST LLATMON 'll", SHEET 7. 3 (SEE HUTC r FOR .048•-�- O REOUIRENCN7 R Tl•P i t j IO+T.L YSla 9fatGM A511+a4]r OKO P+L 9,Saaµi5. (3} HV PIN fl OR W/ 1/2' O.Q. 1/16"THICK S.S. WASHEI? 0 I i I L v +rzurx�"a""" *am wuu arw Z=P•a iuz P,.r � 9� mnwL u In n1u a7x .wan SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, �� y IIt : 1. sea , SHEET �rwanroa � wn+me +nrr-ni nn-ate WHEEL CARRIAGE DETAIL -R1JQ. ,7,=0 H.rs. SEMBLY LAYOUT lxmSar�, cwU ron+on +-I BOAS' MC -I r —� nean.s.mc. ASN 41w nwx ,NRR•GA M^Y 616 p@ Dao awo P.L �n HV BLADE SOLID (A HV WINDOW BLADE DETAILS FLORIDA BUILDING MDE(Non Nth Velocity Hurricane Zane %� 0 201s EASTERN UEfAL SUPPLr,Inc. t�� , BERTHA HVTM _ -- IL E co„T�. A.S.S.A. Accordion Shutter System Hv BLADE#1 w/OR w/o RV.Yltoav BLADE .V' American Shutter Systems mow=a+ aA1E DPA"BY „� TILLIT M-5 -G & 3.W.ENGINEERING COMPANY Association, Inc. + QID 11-192 4J1i/15:ATE: 4/13 15 ^ �OF ' sxs+ter..+ea,,s V.5p.,waw mss.n6x�,7.tie I Bch• R-1:(305)871-1530.F.1(X5)871-ISN+ 4268 Westroads Drive z FS,.•ORIDP� ;'- .-mot w�aoow�aa West Palm Beach, FL 33407 1 DRAWING No S+/0.......-•GX*; EB-000871? OVAL EN �,.�,` WrLTM A Tun Jr.PL 4 15-085 P.E. �` /ESIOt �l1RE/DATE FLOk0w L�-(44167 a SHEET 6 4OF20 *NOTES ON HV LOCKS AND CENTERMATES: ®•�o,�. r 1.VIANDMW DONDITION AIL ONE FN LOCK®or @ SHALL SE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR AT ANY ELEVATION.FINN LOCK �w 2LUY Be USED AS ANF SHUTTER SPAN FOR IINSIDDEE OR ANS UP TO 105'.OUTSIDE LOCK AND TO a FOR OR Q CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON Oq©a MILL SHUTTER ELEVATION. LOGICS OR LeIF l Y BE USED AS AN IFOR NSIDE OUTSIDE LOCK.CONNECTION OF FOR SECURITY PURPOSES, TO UP TO TWO Hv CENTERNAIES OR%SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCH N OF LOCKS STALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. y-- 3.OEM&CONDITION 010 LY WHEN 6CONMON 11 OR LIM )ON v II 6� �s ¢2 IS TISED W/T1W H.V.LOCKSI:LOCKING RIDS ARE N07 REQUIRED AT HURR;CA'�E POSITJON,SLIT MAY 4 5 gIa 04' 'tt'.5'E''5 BE USED IF DESIRED To ENHANCE SHUTTER PETTED E LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STALKING POSITION (NON HURRICANE POSMON). A •ON:W LOCK ppp SHALL BE USED AT CORMCi]RERl1ATE5 FOR ANY SPAN AMO INSTALLATIONS AT ANY ELEVATICN.HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, CORNERATTACHED TOR CORNER CENIERMAIE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD SS.MS TWO LOCKNG ROOS a $ IF AT TOP&BO M SHALL BE USED.LOCATION OF LOGS SHALL BE AS ND,YJTED ON TYPICAL SHUTTER FIEVATTOII. L� MAXUVU SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ^0i395�3 5. Al TEIMTE 70 MANDATORY q=M E«fi6 !� HV ONE ALTERNATE LOCK MAY BE IF UEU OF HV LOCK or FOR ANY SPAN AND j EGYE. INSTALLATIONS AT ANY ELEVATION.AL E D ;13RNATE LOCK MAY BE USED AS NL OE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4S.S.THUMBSCREW TO 23 OR 0Q� CE CENMIJATES MOLL BE MAW/1/4o-20.3/4'ALUM. RIVNUr AS SHOWN ON SECTION HVE SHEET S.ONE LOCK SHALL BE USED AT 1/2 OF SUMER SPAN OR TWO 1 / CR rS v CYx LOCKS AT 1/3 OF SHLTMR SPAN. }� ® 8.9Nytt_•�T� CCNI=ON 03 FOR KEYSTONE?MOUNTENG UI AMONk ONE FN LOCK or `or®SHALL.BE (/ USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOP.SPANS UP ( I i TO W.AND FOR INSTALLATIONS AT ANY ELEVATION.MV LOCK 6 or 0 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO�y or 22 SYMMETWCAL CEHIERMAIES'W/(2)1/4'-20 x 1/2'LONG FLAT HEAD SS EE END ... 1 NS LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKP40 RODS 0 W/(s§ CONN-cCNOH OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. D:7AIS D F E M 1 J tl Y D Y M x 51£ETS IQ 70 h C L A 18 TYP.FUL1 I 11 TIL � *RITES ON HV "T" LACKS AND CENTERMATES: OF CORNER 1.w"I"'""W CENTfRN1TE �;ONE ALTERNATE HV T LOCK dD NAY BE 1 ALLED LN LIEU OF HV LOCKS $OR Q9 FOR ANY SPAN AND w on�b•(7�w®A T U,�3 oe INSTALUTLON AT ANY ELEVATION.AL7�}t rTyE LOCF(NSQj�yAY BE USED AS AN 04SME OR SIDE LOCK ATTACHMENT v OF LOCK®INCLUDES USING RONFORCWG LOCKE72�3,AS SHOWN ON SECTION ENG,SHEET 11•WHICH MUST BE 10 a D�. j a came, CONNECTED TO CFNi (2)ERMATES AND @ W/ 1/4'0-20 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' ��' cc.• WANCNUr OR W1 1/4'0-20x1'SS.M.S.INTO A 1/4'0.5/0'RVNIII LOCK MAY E WST:SLED AT MIDSPIW OR 12' ^U• �� @-08 ^ m MAXIMUM�,AND ELOW MIOSPAN.USE OF TWO LOCKING RIGS®TOP AND EOTOM IS MANDATORY. -05 " " -@01 8 •h'81� s•AL3 mrd•�«I�• 1 *NOTES & CE T' ES: I. glug : oNE AtTIILNATE 1FJ LICK(D MAYBE USED DI LIEU OF PICAL n HV BHV LADE SHUTTER ELEVATION LOCKS OR W FOR ANY SPAN AND INSTAUAJ T10NS AT ANY 0"AT'ON.ALTERNATE HD LOCK MAY BE USED N.i.S. AS AN I SWE OR OUI LOCK.ATIACVVENT OF HD LOCK 0 TO5 W/3 to x 3/8'F.H.SS.MX,AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECI*NS HOB-HYS AND OC-IM SHEET 10,LOCK WAY BE INSTALLED AT WDSPAN OR 12'NA)OMUM BELOW OR ABOVE 140SPAN.USE OF LOCKING RODS @ IS COMPLf3A.Y OPTIONAL FLORIDA on 111oh Velocity Hurricone ne ,�•��`�ER A.Tl�����,,, 0 2015 FASIIIXI METAL SUPPLY,INC. —�-Mc BERTHA HVrm -- = li eMc. As5mSmAs Accordion Shutter System / FIV.aME#1 W/OR W/o KV.WWW FADE *• �(�111f*= T1WT TESTING & ENGINEERING C06tPANY American Shutter systems om,,;,m an DPA^ YE -!D-. STATE OF ;rk` E S n..as 1 str.JDs,Y�wwr.nam,a17 Association. Inc. 1 OLD 11-152 4/n/15 DAIC 4/13/15 P.� (=)871-tsar.Fox:(305)871-1537 4288 Westroods Drive z ' �"• RF e_ o DRAWING No \C� �`� e'lz0000ccem West Palm eoch, FL 3340: 3 ''•,��Fcs/ORAL E�ao` nu tnDacmui19..P c 15-085 4 JAAt n11 rLcfmk 1:c.1 44157 s SHEET P.E. OF !!Gilf�n)RE/DATE s 5 OF 20 POURED CONCRETE Nt0110R9 (— CONCRETE (SEE SCH[DUE ON SHEET 13) I W N 1 OR f705fIr:C ' Tb MAS t D]e)AE v,aEa � `Ua o0w-" RECUWED _A.._. (OCE OF •?11 FOR 01-M " GLASS---- SLAGI ,w te a„ I mLe tt) A LLE E*STW gxu'mk� !� 'rLat zTrrbucc-- i 9 GIA55 , , �• a xa Iq � i AITEFNAT . - �' ANCHOR ' ' � ENOSRA'O ' ' '. ✓ LOJ.nON ,A 5�11 /70x3/4'HEX WASHER HEIR 1 1 13 at 15 .O ]/e YaN. M SCREWS O 12.O.C. OCE OF /�'� ]/e ONCRETE AHMIORS I I 0.(71-..--- 1 5EE SCHEDULE ON SHEET 13) � I APPLICALLt E%ISfING `•D/ v SLAB1: SSS o EDGE OF SLAB IF I / ' 1/2 t 5�AS IF w-1 APPLICABLE w ; 0 .O. APPJCAGLE POURED POUM- FIAT FM CONCRETE ANCHORS 10-{HL mu0 ... _.....-. -G 'CONCRETE - D' RE w (sew SCHEDULE QN SHEET T4) 0'Uw ID 1 OR ®* POLL D' -...._ Q REQUIRED Z HE*CONCRETE 1ANCHORS 11 TRENCH INSTALLATION %T"O%LY FOR UP TO+70•-75 PSF A.S.D. Q HV FLOOR INSTALLATION 1 O HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER �HV CEILING INSTALIATION SCHEDULE ga. SHEET 11 eosT'+c Y>r,aaaNvl =ant (SEE SLUEDUIE O CONCRETE ANCHORS arts 1 SIrET 5) °N 1/470 RM Y UXX TV=n/ art am'r0 I T I -�— I r FASTING ADON=TNCADFOW O EKETING-'1 Too m 1/4•C Nonan 1/4• �a° c1Ass —ca mm ,> - t cuss �, _ I r¢msT6 n.1m.wr os a/ I UAX "--'O trs oRa n .]/o uN Eti<fmma o e• cm sonau o.ag,t q as rtx'TO ro c-v sav+Aa DLJ( i i i / ( y lTEO, ) /4. '' x �- - Q ' 00/4-NDc I fern u'<w� 3/8Iw. ;1 CaSC� M. {..J� 0 1z'O.C. 811413/4' HEX HF.I°�„j iT __ F1TEK SCREWS O 9'OC. ( 3 _ 114x3/4'SA.S.ORS _ 6 7 ] .OR 1/4'x•20 SS.NS. 1 •O O 9,O.'a 1 __ _ UmFSHEET •O.C. ON f `• ' CmTra 14H sTlNucitow. 17 OR18 1/2- ..1, 17 I8 I _ 2.00'•NIN.e_: WAL TRV comcsUTNE EDGE orT.-• ED v. 2O ' l i �O IF a 9,O.C.'F.H.5.0.5. `.r,14CL .. f 1 7/8• if 7f8 APPECAB!E -CONCRETE ICHORS s NOiE 13(b) t O 9"D •_:•. RE m 1 :. D PD.M CONCRETE (SEE 56LWII£ON ON SHEET 1 E NOTE 13(b) p._.._/�.._._.... OR COMPETE BLOCK SHEET ta) MUME)CONCETE� ON SNEEF.i I'I.',•.•;'• t ORCREO ON CONCRETE ELOCX .REOUIRED KEYSTONE MOUNTING INSTALLATION / (Kj HV WALL FLOOR INSTA TION © HV WALL WALK—OVER INSTAL ATION "T`"A'AS&°,""'= ''6-n�`I PE_RE VED uwn]N SKMM SPAN e-b• GUARD I S NOIL FOR CO_WNATLQN OF KCfll4i t- t ROADVAGIE WHEN POIRM, E D,m COGS PONS OEl ADJACENT TO AN OPERARE ESEE UNf�aRONS OF USE iOIT 1-SEE SY.EET`COR 1YRG1L 5lRTIiER (SEE SPET3FICATIONS"'S1EE7") OR EN1P.fNCE /"�{'^".ON SHEET 19 INSTALLATION DETAILS W/ 1C� HV BLADE A-EUSLY UODUNMr.SECT-01-3 CAN GE CCUSNED IN MY WAY To swT ANY INSUUARON. FLORDA BUILDING CODE(Non High Velocity HUrricane Zone 0 2015 EASTERN UETAL SUPPLY.INC. P� EN d9 BERTHA HVTM py Accordion Shutter System _ ? IL E C V IqC. ■ ■ ■ ■ FLY.MADE#1 W/OR W/O RV.WIWN MADE American Shutter Systems visa,,,, CAT, C"..q ETC: Nl. PWT TESTING& ENGINEERING COMPANY ro'•. TATE OF ;w aeS Nb.,� �•s..,e, ,,,, «es.narA v1 268AssWeallonr Inc. 01D 11-192 s/ells °vc 4/13/15 Pnonc;(.`M)G71-13]0.roti:(305)e71-1531 4268 Westroads Drive S DRAWING NO c` h '♦ <-t�emO:N.ccm West Palm Beach. FL 33407 3 NALTOIBA711.117 Jth.P.E. 15-085 FWLK.04167 SHEET P.E. Sq 106E/DATE 7 OF 20 SEE END WALL CONNECTI0 ON $EFTS 10 & 18 ,cc nares ON toanxc Roosp,w Loca dp oUT �� IN D511NG GLASS INSTALLATIONS W/ 1 HV * AHD d1�Ae BLADE SL�WA$1Da ISox sxL IfW IS VALID OR S. BLADE W HV CENTERMATES 4 o OR SEE END WALL CON_A EECCTION 10•Q W®'��"©'®° E XInKG cuss —DETAILS ONSHEETS—— O•O,@-(D (D•@ I --- -- ------------------- - - ®°R�♦®°P®.©fI --.-`------------------ .S 21211/8'!0•-2 I ®.®w©9+�w�.�$ 3 1/<" 7' _-_.._._.... 6 1/2' 7- {ros3 AUOn'L"L / a�,® OPPOSING ANTAZ W/(2)1/4.0 awmr{ i 1/2- I SYMMETRYCAL "C'"'s 't/odeE II IENLTERMATES c CENTERMATES arH.s wnnroN Vf1o /4,sNs o 1z Csus;o tuSE W/ CK W/ HVLOCK � To CLASS AT E001 ANOr D.C. (SEE SCHED11-1 g * * ON SNEtT it) —IN 3 3 ------------;Ok--i 5 a ©o°��®.O„®a,D•®� d HVB F0 UT ® 00 000 HVC t0• 1�"©•�®'®°• - HVA m m 6 > a 8 o t0+ �o, EtOStRt.^suss r�.xtEo caw,aErE cu 0 1 '0_0'0 4 t cot tr M OCR Wu @�®'©w' _VE CA ------- 6 .7 s . 7 F 1 `t'S5 8 •��Os.Q��. ---_.ES f I N Q.®�� ®�®.®� (sEE sGLASS LE 5 GLASS CE�NTEI �'vio�s L NW.s�A,) w©'®TO GLASS @ J c 1 W HV 0 V OPnOmou) ®'��Q9.®a 1®•�5 ON SHEET I1) (Sm ON SNEEr (IWFROR) _______—___ _—_—___ ________—___ i L— — — OUT CONCRETE ANCHORS o _—__� _ * � �r 7 7J 1 1 16"O.C. T V J7 VM S A,>14 W —_ DV *�a C.7* �-f)is w •� FOUT] G 1/2"UAX.SLACK o- T �Q `°` ) HVE CCCJJJ C7 HVF** HVD FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone ,`4`111.NIHHIiIII A, 0 2015 EASTERN lIETAL SLIPYLY,INC. 11:TILL/T�y,�� BERTHA HVTw P '✓ ,' �CO A A Accordion Shutter System /�L I Ii C. ■ ■ ■ ■ KV.,�f1 W/OR W/0 KV.WINDW RACE = American Shutter Systems �scxrllx "YEN oRmv a- � 7Y: - T1LUT TESTING k ENGINEERING COMPANY dans x.1r. n ss,�:,�„ , , ,,,, Association. Ina. t OID F 1-792 4/ta/ts.arn: 4/13/ts STATE OF •4c_a` (ts)D71_1sx Em:(xs 1_153c 4268 Westroods Drive 2 Wes: Palm Beach, FL 33407 z DILU'ANG No ��: 15-085 ..... �G��� MTM U'ff 44167E S I SHEET P.E. JCAL/1iy;(�I�if+il'�'2E/t)ATE 6 - 8 OF 20 \ PCUREO CONCRETE RID CONCRETE POURED CONCRETE OR OR CON RETE CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WNL REOUR� RECURVED CLOCK WALL REOUH7£0 �FYISRNO CLASS ExISZNC GLASS CONC IV*O'Q �ElaSr01C CLASS SF�4iitX1 __{ _ 12'UP1 •CUSS O 16'O.C. T' _) _ �( 2"WN. — TO CLASS(SEE f TF ) Mn SU AMI SOSiIAL O1%C1 r LCL`SERAMiAlt ,Y1 SE+'N MU4 EO f:A TO OASS(SEE 11 rot anx(E)NO M OASS('� _ 934DAE CN StfEf 1/16"t3"Mu, ON S,4T 19 FOR TO UASS(� 11.EEflJt1E Q 1I FOR eAOE OA+D (6063-T6)C)NT. FIADL:a fi Q� ON SHEET 19 FCR as SIM Ii O1 Sl kw 10 FOR ALUM.(`CLOSER EID�k'R�SVE`Y--� �&® nliA`E�irNF i snE 1/2 \ ' \ EUOFs me Q7� ' E�Cn® o, 11f7.•WN, OF(F)) I d USE 1'OR Y /10.1/2'SMS. I ! --_ ALUIRNUM ANGLE 819•-2• I ----�y-�" i1-1/2'S.US. 19 I6'O.C. Q 16'O.C. ------ --- - 4 \ (6063-26 ALLOY)AT uIONErcHrj 4 \ / )1/141W/2-TAPCON S.M.S.Top& (2) .0 TAPCONS ANCHORS TO $ SEE DETAIL XFDRJ WNL AT 1'O.C.(LOCATE AT SIDE CONNECTION OR M14ER SIDE OF(D) I OR 1 OR sir oELN x TOR �101? & TRACKS ®-©O's ®- 97E COhNECNON 5.9E CAL'tX roR �5, SEE DETNL X FOR 4 p -6 7-8'-l�•w TO TRACKS qy 7-8 10•®- G�J®'®•�'©•�- ro Twx O•L�-DETAI ®TAI O g END CONNECTION DETAIL 4 0- @-0-0-0-0-0- END CONNECTION DETAIL 0 END CONNECTION DETAIL 20 O POURED CONCRETE OR4 RRMRED ONLY FOR SPANS CREA70 THAN 12•-C' —�FXSN,G CLASS REQU�BLOCK WNL amu' 4 4 SC'AWOt 31 1/2"S.AI. TO LASS('.SI O ,$- .C. _...__KK SEPARCIO, D a-h----- -------- WL rMEEhC�fK) Ca, \i,2-1A4. TO ON QQT i ... - --_-_--= -------- 'I »\ �j - - - ON OR R t9 PER ANCHOR o - '- IS FOR f3A'1E®AMA ______ Ian'E"T 12'O.C. � -- - aAxs me p - - oR j© CONCRETE f- ANCHOR ' ----- / EO Y Wi. I 2•MiK. —� e SEE Uu1rATNJNS Or US.E FOR � 8 OR(DOR SLIDE©Ot SHEET t9 i@CR®OR(qOR((5OR(g VIEW Y 5 0 OR y PLAN DETAILX LPDURED CONCRETE OR -©•7O-©�•®- TION ON CCRETE BLOCK WALL 'lJ"p®'©•�©•©- REOUIREO �`'�'•�'©'®''©'®' ®•O.0-®•O-®- (11 HV BLADE OR 14. HV WINDOW BLADE INTO ®- ®•�.©•®.p•®- � CONCRETE OR CONCRETE BLOCK WALL. _END CONNECTION DETAIL SQ Ue �$-���Q�-� A END CONNECTION DETAIL© ®-®.® FlOMDA BUlL[}NG CODE Hon High Velocity Hurricane Zone ``hS.A``�(�A•71(1%4,., $2015 EASTERN METAL SUPPLY,INC. BERTHA te ry IL E C O �N�. , Accordion Shutter S stem DE American Shutter Systems liv.9A1 W/OR W/0 FIV.K(NnC15t RACE TILLIT TESTING & ENGINEERING COMPANY OsvaR:wn 9ATI: oaAxN Tar: u3. STATE OF ? au NA.,'V-� + .o.e� 111iO1t�1 Association. inc. 1 cu 11-192 713/)5 raaTD a/1a/)s (x5)871-1530.c,;(305)87,-Lsst 4265 Weslroads Drive 2 y.t''.• ORi '��1 O -maa:w«oaQy<«s West Palm Beach, FL 33407 3 Or^J1hiNG NO 4AA�F`yS�.......ti�U���; ED-0=719 j 15-085 4 NAL 30 wf>u�r L;'A.Tuff u,ei s P.E. `� 1I 11}%RE/DATE SH to OF 20 SCHEDULE Al �(HEDULE @2 SCHEDULE 83 MAXIMUM SHUTTER SPAN 'L+'OR "L MAXIMUM SHUTTER SPAN* 'L+' WIXIMUM SHUTTER SPAN*'L+` •••••—•—•-••••••_.._..._.. (ft.).FOR�INSTALAT NS W/ ,1 1$IS�I, OR 'L-' (2)FOR R 'L (ft) INSTALLATIONS ��A�N LE�,D �� & or Y or= INSTALLATIONS W/ CONCf0E& W/ONE H.V.LOCK 0 or®0' or WWSORY WOOD (1)L+: A.S.D.M PRESSURE SPAN FOR RATING. CNEti HD LOCK W/ HO LOCKING RODS Dr ONE HV LOCK or�' or & W/ONE FN LOCKS L-:W AS.DABLEDESIGN PRESSURE rVN L-:MPJ(.ALLOWABLE SPAN FOR A QTVTI NEGATIVE CENTERMATES do W/ONE h•V W/NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C. D.E. M, N, 0. P. D. A,S,p,031GN PRESSURE RATING. ® � ® IDS MOUNTING F, K&L R. 5, L14 V. LOCK®w/,nYO LOCKING RODS®TOP k (SEE NOTES t,N) (Y,yIO DOR 1fouRu+cQ BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING WA PROCEDURE T( DEn7tM8:E MOR FLOUIA SPAY FOR CONCRETE h WOCD MOUNTING C, H. I. 11,J T, U. W&X WALL MOUNRNCS(TOP/DOnOM)'OR F100R/CEILING CaW-RETE&WOOD MST111ATIONS O lbWALLATIONS AM M GWN A POSITIVE A V.DESIGN PRESSURE RATiRC• LNSTALLATOttS � WAIL MOUNTING FLOOR/CUEING � O ouw/Cmm Wumm DETERMINErKOCURIM SPAN'L+'FROM SCHEDULE wgwc UOUNIWG q'IM a GIVEN A N-DAME A.S.D.DESIGN PRESSURE PAING. f W�17) (a.I) TL000/CL'Ut+'IfatAYONG (r° I OR FLNL MO aw; DETERMINE MAXIMUM SPAN'L-'FROM SCHEDULE. L 4 (9 L-TPJ l+�-tU t-{>< Lf W L-(IO L f (9) L-03 O MAXIMUM SALTIER SPAN•L+•OR-L-•FOR 30 OR LESE 16'-0- 16'-0• 16'-0' 16•-0" 30 _ _16':0• 76'-0• 30 18'-O' 116'-0• INSTALLATIONS INTO WOOD SH/LLL BE LIMITED TO FINAL LMIAUH ALLOWABLE SPAN IS EQUAL TO THE _35 14'-t0' {4'-10' t3'-2' X6'-0' 35 18-10" I4'-10' 35 15'-2' ie'-10' 105 pf.ASA.OESIGN PRESSURE RATING. iU MS DETERMINED SPAN BETWEEN'L+*AND 1 40 13'-10' 13'-10' 14'-2' 15'-2' 40 /3'-10' 1J'-1D' 40 IV-2' t5'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1- 15-1' 13'-4' 14'-J• 45 13'-1• 13'-1' 45 15-4' 1111-3" t HV CORNER CENTEAMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOVNTINGS 50 12'-5' 1Y-S' 12'-8' iS'-T 50 12'-5• 12'-5' S0 12'-3• y13'-1' MOUNTING INSTALLATIONS.LOCKDM.SPEGFlCAMONS W/FLOCK/COLING MOUNTIN..S: 55 11'-10' 111'-1D' 55 -11'-i' 11-11' SHALL BE AS IN01CATM ON MANDATORY CONDITION F2 FDR A ONCM POSITIVE A.S.D.DESIGN PRESSURE 7/'-4' ft'-s' it'-7 17- 60 11'-4' 11'-4' 60 10'-2' X0•_11• NOTE/5,SHEET 5. RATING. 65 10'-10' IC`-10' 11'-I' 74'-1r 65 10'-10" 10'-10' 65 8'-5' Li+-DETERUWE; 70 10'-8• is-6' 1G•-9' 17•-5' 70 10'--6• 70'-6• 70 8•-9' 9-i- Lt+,MAX.SPAN FOR W.W.UWNRNG IOUMMATi0N5. _ _ ta+�MAX.SPAN FOR RDORJC71lh'C 1ACUNII;:G 75 10'-1' t0'-1' 10'-4' 11'-1'- 75 10'-1' SO'-1• 75 - 8'-4 ''"t'17fCE}'i THAT tAAKPPJM SMIT7EFN SPAN 1+-OR INSTALLATIONS. 80 9=10' 9'-10' 10'-0' 10'-S' 80 9'-10• V-10' 'L.-'MU 1"MUM AS.D.DMNG PRESSURE RATIM FOR FOR A GVFN NEGA71VE A.S.D.DESIGN PRESSURE 85 9'-6' 9'-G 9'-9 10'-5' 85 V-6' 9•-e' OLSTALIAIIONS INTO CONCRETE OR CONCRETE BLOCK RATING: SO 9'-3' 9'-5'� 10'-1' 90 9'-J" 9'-3AS FOLLOWS: '! 'U•BE LIMITEDDETERMINE 9•-0' 8'-9• 9'-2• D'-10' 95 9'-0' 8'-9' 1- CONNCCTIONS TO KEYSIONE MOUNBNG U-.MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. 95 95 8'-9' B•-4' LIMITED TO +64,-72 p.z.I.AND 8•-D' SPAN, SEE L2 MAX.SPAN FOR FL003/CDUNG MOUN1I G 8'-9' 8'-4' 9'-0' 9'-7" 1 5 • _ MOUNTING&ON SHEET 7. INSTALLATIONS. 105 8'-7' 7-11' B'-9' 9'-4' 105 110 8'-4'_ 7'-7' 8'-T 9'-2• 110 V-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' Y-3-3''-e'-4' 8'-17" _ 115 B'-z= SEPARATION TO GLASS SCHEDULE WNINUM BETWEEN zf+''TSF'.•L+-•AND-_7-' 720 B•-0• 6'-I1' 8,-2. 6'-9' 120 6'-0' _ 6'-11' (4)GO TO ANCHOR SCHEDULE%ITH FINAL K%MMUM 125 7'-10' G'-8' 0'-O' tl'-5' 125 7'-�10' 6•-8• ALLOWAMr SPAN AND NEGATKc A.S.O.DESIGN 130 7'-8' V-5' Y-ID' 6'-1' 130 7-8' 6'-5' MINIMUM PRESSURE RAZING TO DLTERWNE MAXMUM ANCHOR 135 7'-7• V-2' 7-9' T-9• 135 7'-7' 6•-2• WIND ZONE SP 1+G. 140 r-_s--s'-;i= 7'-7* 7'-6• 140 7,-5, ASTM E-1996 SEPARAnON 145 7-3' S'-9' T-5' T-3' 145 T-3' S'-9'� TO GLASS 150 7•-2' 5•-7" Y-4' 7'-0' 150 7'-2' S•-7' 155 7'-0' 5'-5' V-2' 6'-9• 155 7-0' s-s' 1 THRU 3 160 W-11, 5'-2• 7'-I•` V-7' 160 6•-71' S•-2' 165 5'-10• 5'-1"_ 7'-O' W-4' IDS 6'-10• 5'-1' 170 6'-9' 4'-11' 6'-11* 6'-2• 170 V-9' 175 V-7• 4'-8' d-9•- _6'-0' 175 160 6'-6' 4•-8" 6•-8• 5'-10' 180 6'-6- -6• S' V-6, � H V B LA D E 185 6'-5" 4'-6' 6'-7' -6" 185 6'-5' 190 6'-4' 4'-5' V-6' V-6' 190 6'-4' 4--5- 195 _ -3 4-3*.._-_4'-3* _6'-5• 5'-5' 195 b•-3' 4•-3• 200 V-2' 4•-2' b'-4• 5'-3' __200 6'-2' 4'-2• 205 6'-I" 4'-1' 6•-3• Y05 b•-7• 4'-1' FLORIDA Bt1ADOJG CODE(Mon High Velocity Hurricane Zone 9 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTN Q ? TEC® 1TA0a. ALS■S■A■ Accordion Shutter System _ ._----. H.v aADE#1 w/DR w/0 H.v.1MNDOW BADE American Shutter Syslems ". IIESCR WW- DATE ORF N TO.Muir. G. TIWT TESTING k ENGINEERING COMPANY XX-RWI y YEAGVtOWA .R u1 AS9ociation, Inc, t OU) 11-192 4/13/15 CATS: 4/13/15 •�- p5w,o:<sxje7l-1530.Fc,:(J05)871-11531 4265 Westro0ds Drive 2 DRAWING IJD AIt ur �-mw:ht .L— west Palm Beech• FL 33407 3 "? O� •.FZGR70''::0",, ®6GC67,9 A 15-085 FS'"••••• '' Co\�� xI. j iitci s SHEET 6 E/DATE 11 OF 20 11 MMMUM ANCHOR* SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASA DESIGN NE&s_TNE PRFST_&RATNG AND A COMESPONO(NG LLO(!ERYEG TYPE FOR Ck tEIE OR CONCRETE BLtr_r KMIAM6 (SFE MOMITOCS C 4 e N ON M arm 6 e 7) 1,ANOtORS TO SUBSTRATE SHALL BE AS FOLLOWS: POm®Oxca3goma=am T Ot=CONC M (A) TO EXSRNG POURED CONCRETE(Win.fe-3 W UAKINUM QE WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4-a TAKON OR TAPCDN W.TH ADVANCED THREARFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.UUOOEX.(w-fe-3 IAT SPAN ANCHORS SPACING LFr_s_14n -1/4'0 x 3/L-ALL PONIS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SC✓iEV.BOLT k SPECIALTY COMPANY.(L&%.f0 m 3 34 (IT) IE.="4 PIES;isE WHO Ff33vA2 AU7s rCUO RIM ME 1 R.CLG - 1/4Y BLUE TAP CONCrtEM ANCHORS W/CAP AS WMJFACnM BY FUMOA FASTENERS ONECT:INC.(W f'c A 2 Dmf) 30 75 00 120 160 205 30 b6 75 90 120 160 205 30 40 60 73 90 120 160 TAPCON OR - 1/4"0 TAPPER+AHC7#ORS AS MA8IFACIURm 9Y PO'NEit^i FASIENFIS.M.AND OISfIffi1UIm 8'f ALL P60t15 SCREW.1:9L1 Nk SPECW.M u u D a a 6 14 2 D 9 a D 6 6 14 12 10 9 0 a 5 6 TAPCDN RIM ADVANCED COMPANY QR ANT MM APPROVED LICENSED OR AUMORRFD VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.UNC 3'-0' i 12 10 0 D a 6 6 t4 12 10 9 a a 6 6 14 12 t0 9 8 B 6 6 iH4REAOFUaN TECFMOOGY (MM.f9-3 ker'f DR Lm 34-.12 10 B D a D 6 t4 12 10 9 a a 6 b 14 12 10 9 D D a 5 �'PL1M5 SOLID-SET NOELS: 14 12 10 9 a BLOC IAP W/CAP D 6 7 14 12 10 9 8 a 6 0 14 12 10 9 9 B 6 6 AT)16NUU11 EMBEDMENT OPCUI RM POURED CMXFM OF TAOR TAPCON WITHADVANCED TNHFJNFORM TE0,10LOGY ANCHORS AND TAPPER4 14 t2 10 9 9 7 53 35 la 12 10. 9 8 a 6 B t{ 12 10 D a a 6 5 TAS+ ANCHORS IS 13/1-.AND FOR BLUE TAP W/CAP ANCHORS IS] 1/Y. 4._0. 14 /2 10 9 a D B 0 14 12 10 D B 0 6 a 14 12 10 B a A 8 55 14 12 IG 9 6 B 5 4 14 12 10 9 a a 6 43 14 12 10 9 a 8 4 33 A2)MJNUM EMBEDMENT OF 1/4•0 It 3/4'ALL POINTS SO,.'0-SET ANCHORS SHALL BE 7/8'INTO,THE TOURED CONCRETE.NO EUB MEAT 14 12 10 D a a D 4.3 14 12 10 9 a D _L 5a 14 12 1D 9 9 8 0 45 INTO STUCCO SHAW,IC PFRMnED.1/4.0-20 SS DACN:NE SCREW USED SHALL BE 1 1/2'LONG W!6HtN SHOULD STUCCO EXIST,AND 14 t2 10 D 73 53 3! - 14 12 10 9 5 8 6 5 14 12 10 9 5 7 Z 4 • MA_00)6 or=FOAL 1*WT44H.1 FOR WALLS WITH NO STI1CC0, 5-O' G,w to N 12 10 9 0..6..6 b 14 12 10 9 8 8 6 55 /4 12 t0 9 8 a 4 43 14 a 10 9 a 7 4 - 14 12 t0 9 D 63 5 13.5 14 12 TO 9 55 5 33 1 3 A3)IN CASE THU PRECAST STONE PRECAST 004aQEIE PANET.S,PAVERS OR ANY VMEEN BE FOUND ON THE EXISTING WALL OR FLOOR 14 12 10 9 D 73 u _ /4 12 10 9 0 0 6 45 14 12 10 0 8 B a3 75 ANCHORS SHALL BE LONG ENOUGH TO RUCH THE YARN STRUCRIRE BEH7NO SMP WALL FINISHES.ANOORAOE SHRs a£AS INMCA.TED ON 14 12 93 73 A3 u ^ - 14 12 10 9 8 7.5 53 4 14 12 TO 9 8 a u 3.5 I.YDIFS A1)h A2)ABOVE.FOR INSW ATIM IXN•NMTL SM"OR EIFS WITH OR WIRIDUF META:SIDS CONSULT THIS ENGMML FOR f1 12 /0 9 B D 0 - 14 f2 f0 9 8 0 6 3 14 IS 10 9 D 63 3 15 Iti5TAl1A 1 INTO DFS WITH METAL STUDS SEE SRM 20. 14 12 10 9 T5 K ] - 14 12 10 a_S 7 53 � �] 14 12 a 85 55 4 S 14 12 10 0 a a - 14 12 t0 i D 8 65 s 75 IAL 12 10 85 a 5 4 (0) TD IXSTING COfNCRETE DIOCIT:(ASAI O-DO) 14 12 6 ISS ss ] - 14 12 10 P d -64-45 35 14 12 10 8 7 5 35 3 1/4'O TAPCON OR TAPCON WITH^R=T MEAOFORM TECHNOLOGY ANCHORS AS MM UFACTURED BY I.T.W.BUT DDD. 14 12 10 D a 8 - - 14 12 10 D a 7 3 4 14 12 10 D 73 33 4 3 -1/4Y x•3/4'ALL POINTS SOUD-SEr ANMIORS,AS Dt5.UTM BY ALL POINTS SCM.,BOLT Q SPECAL7Y COMPANY. -0 14 f2 10 9 OS 4 - 14 12 9 73 6 43 35- 14 05 7 a5 4.5 35 - - 1/4'O BITE TAP CONCQ.M ANCHORS W/CAP AS MANUFACTURED BY FLOREN FASTENERS DRECr,INC. )1 12 10 83 7 4 - H 12 td D 73 Ss 4 - 14 12 9 7 73 43 _ 1/4"4 TAPPER-ANCHORS/5 MiMNFM.TLaUD BY POAu'NS FASTENERS,RNC..AND DISTRBUfED BY ALL PoVNIs SCREW,BOLT&SPECIALTY 14 it 7 SS 43 - - 14 1 1 D 73 DS 4 - 14 13 9 7 8 45 J _ COMPANY OR ANY ONES APPROVED LICENSED OR AUTHORIZED VENDOR 13'G15TFAfD WITH THE AYERIGUN SHHURER SYSTEMS ASSOCIATION,or- 14 12 9 8 65 - - 1{ 12 10 8 6 4 - 14 12 f0 8 6.`v 5 3.5 - NOTES14 12 85 J 55 3�_ - R 12 S5 - - TLS)UNIMUM EMBEDMENT INTO COHCRME EBLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND 7AFPF{+ANCHORS IS 1 I/4'AND TAMSOH t♦ 12 93 75 0 - - - 14 12 93 e W 5 - - 14 12 a 6 a3 ♦ - - WITH ADVANCED THRFADFIM TECHNOLOGY ANCIORS IS 1'. 13 93 55 5 :3 - - 14 12 10 a 16,316 - 14 12 1 IT 65 5 4 B.-0. 14 12 10 9 D - - - 14 12 10 0 73 43 - - 14 12 a5 7 53 4 = - &2)MINIMUM EMBEOMEM.OF 1/4"0 x 3/4'ALL POINTS SCUD-SET ANCHORS SEOUL BE ENTIRELY EMBEDDED INTO THS CONCRETE BLOM RD 11 t4 3 75 a 4 - - - 14 IT 7 5.5 5' 1S - - 1I as 55 45 35 - - - EMBEDMENT INTO STUCCO SHALL DE PERMITTED,1/4'0-20 S.S.MIAOANZE SOIEW USED SMALL BE 1 1/2'LONG MIM.NUM SI-ORD SIUICUG T4- 12 B es 43 - - - Ti i2 ISS 7 SS i - - 14 JQZ T 53 6 43 - - EoSC AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 115 D.5 55 4 -I_ - 14 12 P 7 6 45 - - N 11 7 55 45 35 10'-0.14 12 10 9 73 - - 14 12 10 8-M S - - 14 11 8 5 5 4 - - B.3)ON CASE THAT PRECAST'STONE,PRECAST CONCRETE PANELS.PAYERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOM /4 t 7 3 35 - - - 13 9s as 5 4 3 - - to 7s 5 4 3 - - - ANCHORS SPAM.EEE LUNG ENOUGH TO REACH TETE MAIN STRULTiIRE BERM 50 WALL FWISt LS.MCHORAGE SHALL BE AS INCrATEO ON 14 IT 75 55 - - - 14 713 9 6 3 4 - - 25 931 6 s 4 4 - - NOTES&t)a 82)ASOW-FOR INSTALLATIONS ON VINYL,MM OR EHFS WITH OR WITIOUi NEPAL SEWS Cot 5 T THIS ENCINEFR. 05 8 5 - - - - - 14 12 8 ISS SS 4 - - 13 10 GS 5 4 3 - - FOR INSTA.LATON INTO EIFS WIRD PETAL SIDS SEE SHEET 20. i4 IT 10 - - - - - 14 12 9 1 3 I 5 - - 14 105 7 3.5 u 35 - 25 HS43 4 T] - - 9 7 45 35 J - (C) AlX21DXES SIY11 9E OISTAlID FOLLOWING Al OF THE Rf101tuE1,IDATDCNS AND SPEf1FlGTAoNS OF 71E ANCFJRS MJ1.4UFA^TURER 14r 10 7 - - - - - 14 103 7 55 a3 - - - 13 85 53 4.5 " - - - 93 1 45 - - 14 13 73 a 5 - - t2 9 a 45 a SEE SCHIDtIIE BEt17Af FOR EDGE 05TANCE(E0.)VERSUS SPACING FF3AtL?N5t1NP FIX7 A4CNOR5, 14 12 10 - - - - - 7. 12 8 to Ss - - - 13 1065 5 1 4 - - ENE OWMCE VERSUS SPACING SCHEDULE FMR ANCHORS- 111 a 53 4 35 - - - 0 61 4 J 1- - - - MAXTYUL ANMOR SPAONCS ARE VALID FOR EDGE DATANCES tHD1,.ATID 8W7W.FOR E 0.LESS THAN THE L r0 T D.REDUCE ANGOR SPACING 3195 65 5 4 - - - 05 8 5 4 - - - - BY NULTIR_YONO SPAMG SHOWN ON SCHEDULE BY THE FOUOAOMC FACTOiM 9 63 - 14 103 7 35 4.5 - - 11 a5 55 45 33 REDUCW SPACOY.:06fNNEll USM FACM1 BAIL NOT BE UXS THAN M06MUN SPAM.ONDR'AFD FOR FAKN A40M TYPE. 14 12 - - - - - _ 1s Sts 73 6 5 - - - t2 9 8 73 4 _ - - FACTOR 05 a - - - - - 10 75 5 4 3 - - 73 55 1 4 3 - - ACTUAL TAPPER+ ILP! y5 5.5e _ _ _ _ _ _ 12 9 a '45 4 - - - 95 7 1 S 4 - - - _ `' EDGE TAPCON TFi�JIDFOTiM EMOL, ALL POINT 50(70 SET BINE TAP W/CAP MON,vttatG 05 73 5 4 - - - - tr E OR MNCTANC£ 14 - 14 72 - - - - 7 33 - _ _ _ 1't 8.5 33 45 E0. MIN.SPACING r 3' SPACING-3- '.SPACING.3 1/27 LCL SPACING, 3' 3 3/4' A- -0 73 - -I- - - - 9 7 43 1S= _ - - 7_ 5 33.] .._ - - - 1 HV BLADE W CONCFM 6: FOIA COIL EHE CONDIVE!LOCK POURED CON0a3E a F'OI.FSD CClNCk a I9I6D O]NIETE CUa7a7t 81000 1.5 8 - - _ - - - 11 9 55 48 - - - - 9 63 43 - _ - - - COhCRl E EA= IDT ER.3 1 EEL FIl•21 TE 30CK MXYIlCR£7E B.oCK N W HAL M-.r /' MAH fd-3 1 Ill!FR•3' ut CM-3 ICY CRL2 I/1 14 - - MZI 9 6 - - e s - - -- BLADE WORKING 5 10 65 75'-D•9 _ _ es 4 - _ - - _ 6.5 5 3 _ _ _ _ _ 2 1/2- - 081 lA - - 0.67 1.0 to - - s a s - - e5 6 4 - _ _ _ _ N UNISON♦ 2' a.71 3 53 - 081 - 0.43 - li_ _ 9s 5 - - - - - to 75 5 - - - - -4 - 1 1 2' 035 0,359S - - N 7 s - - - - - 6 a 4 - - - FLORIDA BUILDltr'G CODE(Kon High Velocity Hurricane Zone AAA<`(�A:Ti((/T✓A,A� 0 2015 EASTERN META.SUPPLY,INC. 4ENSF''9 BERTHA HYTM �-= � f`'` S Accordion Shutter System lie- __ E n a. ■ ■ e ■ Ftv.e(onE gt w/OR W/o ttv vaNDN MADE American Shutter Systems 1uxRRPnSt CAIT caw n w. 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