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EC E dkfE0 PEAR 17 2017 :�I I GENERAL NOTES: St. Lucie County, FL 1.BFNTHA HN.MXCFDM SMTTIER SS7M SHOWN ON THS PRODUCT IVALf.lAT10N 1JOCIINBlI PE0. HAS SUN VEINED MR COMPLIANCE N ACWROANCE 1WM THE 2014(-EDITWO OF THE,FLORDA SUIDED CODE.114 ACCORDION SH UM SYSTEM MAY OE"STALLED AT DCII VELOIXIY ZONES. DESMON\AND LOW SHALL BE DEIEMmED AS POR SECOON ran OF THE ABOVE 1*NT*ED COOE;.FOR A W=11ND SPEED REQUIRED BY INE JUeSW"WERE sH1/IIFAI WLL MOLE OF CONTENTS BE NSpLED VMDI A ORECTWXALW FACTOR Kd-OAS,USING ASCE 7-10 FOR NSIML AT)ONS UNDER 2014(SN EDMON)FGC AND SHALL NOT EXCEED THE IAXNRAM(AS.D.) OESJGN PRES11ILi[RATOM NDICATND ON SIMS 12 75661 17.25.2k 284,Zell W ORDER To VB6Y THE ABOVE CCNDWM,IATNATE OEM LID LOADS DEIEWLIED PER ASCE 7-To SHALL BE MST REDUCED TO AS 0,DOM WIND-OROS AREA Is W ALPW 01 9A A;M BY MUL31PLYM 11"BY 0.6 N ORDER TO COMPARE TfESS W/MAX.(AMD)DESIGN PRESAIRE RATINGS IDIrATEO ON SHEETS 12 TOM 17.20.20.26 a 28A lG'FlIERAL NOTES SHEET 1 W ORom TO mw THAT ANCHORS OR TNS P.Ea.AS TESI(A w=NOT OYEASTRf WM A 33%INCREASE N MI AILS1E LGA03 EOR WIND LOADS WAS!Aff USED IN IABP MNALYSS.Bum SOWEM CToYPONf]418 1-41 SHEET 2, H ACCOROKN SHUTTER LESSE R SYSIOPS ADEQUACY FOR WIND AND LAE HPACT LOAD HAS BEAR VERIFIED ITH FIED N ACCORDANCE WSECTION 14M OF THE ADME MENTIONED CODE A3 PER Ail SYSTEM COMPONfMS 21-9 SHEET 3 H CAL,SHUTTER ASSEMBLY 38-0 S41EEr 4 -NN BLADE 10/0214.01-03,(0716.01-03.!1001.01-00./1214Ai-66./0317.02-O0.10609.01-10 AND/0110.01-11 AS PER TAS 201.TAS 2D2 AND TAS 203 PRO OW--L -HN WON"BLADE @/0601.01-08 AS TAS 201.WE a 203 PROTOCOLS AND 0725.01-0e AS PER TAS 202 PROTOCOL. ARFA 2t HV BI ALT (1 NO W DW BLADE(m -NV MAOE0 042ZO1-05 AS PER TAS ZOO.TAS 202 AND TAS 203 PROTDOOL.S. TYPICAL SEAMIER ELEVATION a HOES ON LOCK'S SHEET 5 2.W BIADE&G W BLADE�2 EGIMM tED TO WORK N LNISON WIN TACH GTHM N AREAS WERE THE DESIGN PARES TRANSOION MM EMD ZONE a TO NIESOOR ZONE 4.EAXH 6LSrALLATIONN DETAILS A-E:C%XXF/BLOCK SHEET 6 MW ZONE MUST BE CLEARLY IDS W ACCORDANCE NIM CHWFER 30.OF ASCE 7-10 MNOAR0.ALL MOUNTING CONDLRONS AND FASEFNER nm=16OUIES um BE APPLIED TO THE INSTALLATION WARS F-L.OT)NCRTF/BLOCK SHEET 7 CONW.WMM MND ZONE TN93 SHALL NCIDDE RWUI MMS FOR MN.SEPARAIM To WAR&DELIMITATION OF WORD ZONES 4 AND 6 As THEA AS_VK1QItt OF coMPDNFEITs FOR HM BODE 1 CFNIFRWIE DETAILS HY 51EET B a 2 ACt080(ON SINTERS SYSTEMS FIXE ERNER VMD ZONE SHALL BE PREPARED AND CIOTARM BY A FLORIDA REGISTERED ENO►ERR OR AflCfFTTDf 6AS�ON BURDINO CONE1W WObN AND ASCE 7-10^S,U'IXVR0.ARD SHALL BE WSMOTTED m LO THE BOW OFACWTH .AT E TONE PERIIF S APPLIED FOR CENTERINTE ALTERNATING DETAILS N SHEET 9 W BLADE&*W Wjwff BLADE ® Am BMW=TO W=N MSM WRIT EACH 07M UR"111E CENEAL U FTATWNS AND CONORIONS OF USE INDICATED ON SHEET 28. CQ TERIFATE DETAILS HD SHEET 10 ETD CQHNECiWN DETAILS 1-6.CWtEIE/BLOCK SHEET 11 3.SERIM ALV.AOWROOM PINS CHV 908101S.USED AT MADW IO1 XnE MW FUR DIRECT MWNr CONIMMIM TO YRACNS SHALL BE/1472.76 MW f 14X1.73 RESPECTIVELY.410-M LWAWA UAXO M SPM TABLES SHEET 12 SERIES D KESSCOMTEFL SCREYOS ORS.WITH MQ kd YAW STRENOTH AND RFD AMERICAN STRAND 1SYSI kof TUME ASSOCL1T STRENGTH. PINS MALL BE MUST MR 71E HSV m YAF BMAMM ONEABTN COATING SWWM AS MAAWACIURED BY ANCHOR SCHEDULE-CONCRETE&ROCK SHEET 13 TOM HERM ANCHOR SCHEDULE-CWRCIE&BLOCK SHEET 14 4.ALL ALUWERJYpf 11RI1SONS SHALL Be AIUNNW ASWOVTW AW Me TEMPERAS NDOCATW ON 9MEFS 2 AM a WWM YIELD SFREHOM FOR 6063-T6 ALLOY IS 31.7 Moi AND 36.7)ol SCHEDULE-ANCHOR CONCRETE&�K FOR 6000-16 N1DY SHEET 15 A ALL SMVM TO K SWILESS STEEL 304 OR 316 AEI STATS OR CORROSIM MWANr COATED CARBON SEUL.AS PER DN 00018 WIVE 50 ION WL MD SM06M AEA 90 WN MN.TENSILE ANCHOR SCHEDULE WOOD SHEET 18 SIRBiOM a SHALL COMPLY W/IL.ORGA,MM COOS SECTION 2411.3.3.4. ANCHOR SCfHMULE-WOOD SHEET 17 OWALLATION DETAILS 4-R.WOOD SHEET 16 6.BOLOS TO BE AMU A-307 GALVAIRED STEEL.OR AW 304 OR 316 S!EN�fES SWI6E43 STEEL WIN 35 W MTMW YIELD SMENOTH. INSTALLATION DEMES S-14 WOOD SHEET 19 7.SEE THE FOUOINNG SHEETS FOR ANCHOR SPOCMCATWNS W B1AOE1�7At 1314,15,10.17 a 26A ENO CONNECTION WAILS 7-12 AN.W000 SHEET Ip Ha 81ADE26. W TAME D WOWM N UNKON.13 14 a 16 AREA 3: HV BLADE®ONLY 8.MS BFRi V.AOCORDON STMAS RRIEk SYSTEM SA U.S. 29 PATENT 167 .662..WLPONEMS OF TTS APPRWAL MSE N E COVERED.N WHOLE OPMT BY U.S.PATENT'/5'458.179 MUED m TYPICAL SNORTER ELEVATION 6 NOES ON LOCKS SHEET 21 • FASfFRN METAL SUPPLY.INC. INSTALLATION DETAILS AA-W.CON6ETE SHEET 22 ERMTE DETAILS HO 9.SEAL/CAUUL ALL 9MnR COMPONENT FDCES MG41SHALL BE THE RESPONSISM OF THE TOR TO ;THRU FASTFNNG N CON IMWIERIFY THE SOUNDNESS OF THE SCOHr�MYTH THE BLINDING m PREMOT M9ND NTTWOK WHERE SUM 95 TO 13E ATTACHED TO DWRJE PROPM M7g1ERACE CONTRACTOR m END CCW, DETAILS 1-6 N4 ADEM SHEET 24 23 10.EACH UTr MAF BEAR PER4ANEIT LABS.N A WSLE PLACE NM WMAN0 NOTE DURING PERIODS OF HUMANE WAM FW NONE OWNM TEHAW.OR OTHEIM MUST'PROPERLY CLOSE ALL MALBMIM SPAN TAKES RE7F,/BLOCt( SHEET 25 _ W MW HW OWERVATES AND ENGAGE OR LOCK ALL HN AND NO U)CM ANCHOR SCHEDULE,CONCRETE SHEET 2e 11.SHUTTER MVQITACTDR0ft LABEL SHALL BE LOWED ON A RFADIY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCOR W4M WII SECTION 171483 OF FLOftX DULDNG CODE.ME LABEL SOUL BE RACED FOR EVERY OPUBLD.LABELING TO COMPLY MDI SECTION 1710x.2 OF THE FLOWA BALDOW OWE AREA 4• FAV WWD& BLADE d&ONLY 12. HV AOCOEt m STIUTTUt SYSTFL'S*WALLATDN WALL COMELY MAIN SPECS HWMW N THIS DRAWNNO AN O PLUS AHY DUIOD ZONED REGULATIONS PRO40IHE JI D BY TW WPERMT tS APPLIED TO. TYPICAL.WOW BLADE a W ONDETAFL SLEET 27 13.(a)TTS P.E0.PREPARED ELY TM EL OWM IS Coon AND DOES NOT PROVIDE OffoR MAT1ON FOR A SITE SPWFIC PROJECII Le.WHERE THE SITE 00101104 DEVIATE FROM THE REM TYPLCAL SHUTTER ELEMTIOH SHEET 26 (b)CWRMTOR TO BE RESPONSIBLE FOR THE SBEMON.PURIOW%AND NBTALLATION NLTOONO LIFE SAFETY OF THIS PRODUCT.BASED W TOM P.E0..PRGADED HE/SHE DOES NOT DLVWIE AM IS, ).(V WiNW MaF ID ONLY FROM THE CONDRIMS DETAILED ON THS DOCUMENT.CONSTRUCTION SAFETY AT SIE S THE COMRACIOWS RESPONtrw IV (o)THIS RED.WILL BE OMWERED W0110 IF AHED BY ANY LEANS. INSTALLATION DETAILS.METAL SIIlOTAL1$ SfIEET 2(1A (d)SITE SPECIFIC PADJ M STALL BE PREPARED Of A nORKA rrED1STFRED ENMEER OR AACTTDCr WOCH ANLL BECOME THE ENGUM OF RECORD(EO-R)FOR THE PROJECT AND MW WU Be RESaM%M FDR THE PROPER USE OF THE P.ED.EMM OF A0OARD.ACTY40 A3 A AJE W7ED FNW11M TO THE P.ED.ENGHEER WWI SUBMIT 10 THS LATTER THE SITE SPECIFIC DRAWNN FOR REOW. (a)OWNAL PT-O.SCALL DEAR THE GATE AND 0014AL SEAL AM SIGNATURE OF THE PROFESS10EW.BOM OF RECORD THAT PREPARED IT, FLORIDA BUILDING CODE N h Velocity NAHTEcom TODe 6.0 `• `IIIA\\I IIgAAAYAA • .. . 0 2015 FAREM METAL SUPPLY NM THIS DRAWM OBTAIN AW PERMITSIN71ESTATE OF FlARIDA LY BE USECITO •```P�� A��r/f AyA B ■HA HVTM MIE C OOLM6. AmS■S.A■ Accordion Shutter System e J * Amerfoon.$bWhr Systeme V.BFABE 11>I OR Va HY.WFJflON wx a ity.MA y TiLLF TESTING& ENGINEERING COMPAN1f • -Q: STAUT 7{-w A61LGOfGtfOn• Inc. 1 dD 11-IN a 9 0705 N.a sar.sl.$Hw aoa 1wEw mioOAx rwAw 337 /1E/uMSHE a• Phw :(3o6)s71-1W.Fa.1(306)aH1-1631 t Pal W Bacc , Drive 3 yy'c�S; URIOP '4V`�� TOpa West Palm Beach, FL 33407 a P.E.A�As'e�wA( %�►� nmoA U0.0 44107 D 15-084 • fi 'tY0 FOR ItfI M By" YOM V .►d44•. _._ _i �} Opp COVERED UttQEk USPUSE COVERED 5�781T9 UNDER gPATEN? i38179 QHV UFIIVFRSAC BLOATER • W/ 8065-T'S ALLOY AND T�Z QUALIFIED FOR USE W/W 8(!V}t:.C1)&UY Off DIRECT MOUNT t �"'�•r. 6003-76 ALLOY AND TEMPER ! 6063-18 ALLO TEMPER •sEE UMITATICOIS OF USE OF SWE 19 ON SNEET 28 6063-T6 ALLOY AN MM ' AND PER .12' 7 HV ADJ. AQAA USE W NY ® Y.�L� 020 t. SLADE 1 &® QUAUFIED FOi�US W FN 8063-T8 AtIDY AND TEMPER B�Ap l T 2 9OH1L'�R_ENCH TRACK . Q1fALIRED USE w/tN 8063-T6 AiJG AN YPER QUAUF�ED OR W tN BLADE 1 a< MADE &8E 1�1�V RAINGUARD 8063-T6 ALL AND EYPER YARIES &383-T8 ALIOY AHD TEMPER IE FOR USE W/W 1• Y 1.930' 8?i3-T6 ALLOY AND TEMPER 1.o1r • ow' 106 1.6w .lbt a .o9r• t eTo t.6em 11 (9 HY �ySEAD/ERaII��pE(� (4 HD cmum HEADF,(L/ 3W1• ED FCR USE w/tiV (t)ONLY, QUALIFImOO� T8 ALLOY AN6 TEYPEit 'ONLY QUALIFIED FOR USE W�W titAOE i� �4 SHD C , EALyER/SILT SEE SECTIQNS F AU SEE SECTIONS FO VALIDITY. QUAIJFIED FQ USE W Hy 4063-T8 AMOY TEMPER 8083-78 ALLOY AND TEMPER BEAOE it�ONLY. MFIEBD FOR LOyp/AkD TELPERO&� 6063-TO ALLOY AND TEYPEa MADE I GOMPORM A 8 71 72 % Y t lu I 2' 2• 72S r 1• oe: x s-Lvx 1f4• 1/6' NYQ r" a• 0.090 I� Y 6.11AY. 0.192• 0.192" tbj2 (1�6 S1j�E ANGLES ALUMINUM 20 CO_ RNER PASTS t�iALJFlED F tlsE w Nv A UM ALES C!� zs• r wuc.0-Iw 6.196" W(D quAIJ / QUALIFIED FOR USE W/HV ' Fl Q MADE 1 Owl Efil r� LE)�� 6083-TB ALLOY AND TEMPER 8083^TBA .0LADE T ANDS TEMPER W63-b�ALL4YSAREDDTUERrB[t ttttttilNlllt/Jrlq� F,Q{IIQA BUMt{(; CODE—& Ifigh Vaiecity UtIMco06 TOO6 �.•���� C s. Jv,�� 2015 08TENM SETAL 9UPPI.Y.M = ZTZINE6 A S a Accordion ATH HY y sw , wSwA. Accordion Shutter Sy stem )• z Ameti6Gn $Ntllter eme Y.t1A0E i Yy M YA1 w em TILLIT TESTM k ENGINEERING COMPANY 0MOMM tt.04 pip , St.yti„ ,t71611te a1w>r1rs.1►alaa S31 A11fOOttSI10A. ITiD, 0r T/» Mm 0.4/13/13-- _ phWA s(MO)071-1639.iec 1(306)411-1531 4268 Weatroods Drive s �f Phig 0!111.�+' � 0!p`O°' West Patin t3eoch. FL 33497 4 i$�Q$No 4 P.E. SEAL/SIGNATURE/OAIE f1Afd61 u° t"t475 SHEET I 4 9 t 4' 1�'-m OlS► im 2 .713• (2 ) am FARM ,Y-20 CAST �p FADVED m TIFN "°g / 31 •Qar �• aw)( E aroi mcnwm sum om) 21 HV CENTERMATE ® HV LOCK gUAUFIED FDR USE W/ HV BLADE 1O&®O i QQQUUUNN7]MEEDD FOR USE W HV BLADE T & ONLY 7' QUALIFIED OR USE W ® BLADE & USE .HV 6063-T6 ALLOY ANO TEMPER / 6063-76 ALLOY AND TEMPER ' IWFI60 FOR USE A HV BLADE 1 ONLY '3u 1 4' 8063-TB ALLOY AND TEMPER pASDC Nip 9MOlDEELT 0 T 2A79'14L 5•1 SCREW AFTER RIVETING 74 t. � 1/4-0--20 x 3/4" et:oRE rnvEnHc S.S. THUMBSCREW 1L4:"� 20 RIVNUTti �� *Mr III IS AFM 1 820T1-T7 ABOQ IJ%WURW RANGE llw s1m iNi'..Efff,PAra�Sem.As wRtfALTutun By avoa. PIAN fROte OVATION "T" LOK C CHOW 7P aeM PARSWPPIM.NEW JOW 07054 OR 60uA1. © LOCKER FOR 'T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE ) ONLY ® ~ �� QUALIFIED FOR USE W/ LIV BLADE 1QONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 ONLY ®W IFl OO ® qU� is ONLY. 8063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE / HV MADE 19 '� 3.181 J10 0 It1UY6NRN 083' • KEY MOR .2,4' 08S .214- .616' o .1 gu h ID CENTERWE WZ COCKING POD cd to O 0.873'Mh WO 0 1.128'Wa HD CENTERMAT9O O QUALIFIE�F6 ALLOY AHD TEMPERDE 1 2 ®QUALIFIED FOR USE W/ HV BLADE(D., &2 NO ' n 9 U� 8083-76 ALLOY AND TEMINSKRT PER v 12•M7L QUALIFIED FOR USE W HV BLADE T ,®& 22 ,/4••-m sI.ON 3/e'�-ta 6063-T ( RN T111NBSa1EN7. 31/2' CWNDER SIXgo OR KEY t,s cvuNDPR ® LOCKING RODA 373•o 1/1• HD LOCK QUALIFIED FOR USE W/HV BLADETQ&© 1 4" 0-20 AISI 304 BY REGENT NMDW®MORRSE LOCKS SUMS 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER ® HV 3/S`0-16 ACETAL a I QUALIFIED FOR USE W/ HV RADE iO,©&Q2 Q 5 INSTALLATION WILL REQUIRE A 7/16" THUMBSCREWS D7ZiI IED AT TRACKS FOR PROPER E ENT QUALIFIED FOR U ITLADE O&® QUALIFIED FOR USE W/HV BLADE(j)& FLORIDA BUILDING CODE Ibn Ri h Veloeity Ru one Zone o ?, r/(��/AA7j O 2013 DSTEIii!METAL SUPPLY,INC. �Q�••ucEE BERTHA HVTM I L E C O A.S.S.A. Accordion Shutter System V.BLADE I W 09 W10 NV.WOO BLADE&RV.SIADE American Shu"ar Systema eEteePluN tt� OWN BY. M•� r 71LUT TESTING& ENGINEERING COMPANY 'Q' STATE OF .' axis NA 30x0.x,s1►306,t00WN(IMMA FIAWA 311AssaOtaffan. Inc. 1 Ow 11-104 04/17/13 See 04/13 13 �•'p Pho (303)871-1630.Fox t(303)071-1531 4268 Westroads Drive 2 71<` CUMss,,,•��•,,: `� r ®-0008719 West Palm Beach. FL 33407 3 DRAWING No WALUR A TAM Ir.P.E 4 15-084 ''AAAf 1 11`` nnamA Lt../44107 a SHEET P. SFJ / IGNA�URE/DATI a 3 OF 2a A • *NOTES ON HV�LQQM AND CEME M!t ATES: A C 0 • M N . s 1. -ONE 1FV LOCK or SFWi BE USED AT 1/2 OF wATm SPAN FOR ANY SPAN OR 12•ABOVE OR 2 OF 5HIURER SPAN SPANS UP TO 17 AND FOR INSM�VNS ANY ELEVATION. FIV L/OCKK) or MAY BE USED AS/Vii INSIDE OR OUf51DE LOCK.Ai0C11ED TO�,y OR TYPICAL SFtHII(ELEVATION x 1j2•LONG FIAT READ S.S.us.tociaw OF tact S1tASL BE As I •KJITED ON • 2 fl£i j]SIF DESIRED.FOR NETT R PIKE OR FOR St7r,"PURPOSES,UP TO TWO HY LOCKS r�.`�OR fit§w1Y LIE USED AS AN INSME OR OUiSDE LOCK CONNECM OF LOCKS TO CEMERMATES F1 OR SHALL BE AS INDICATED ON NOTE_{1)ABO.F LOCA OF LOCKS SHALL.BE AS INFNCA ON TYPIL/1L SHURER EIkVAT10N 3. �w °+® tSf�MMED�TO�Ef4Wi�E SHt11TERRODS ARE PERFORMANCE. X06 OR AN IL DEVICE POSITION.MIT MAY ALSO RE USED AT STACKINO POSITION(NON HUR¢�RRIIICLAANE POSITION). USED AT DORM Cef(ERMAM MR ANY SPAN BE tM AS AN WISIDE OR INSIDE AND INSTALIATIONS AT AM D Q L CETTIERLIATE NY �(2) 1 f 20 z 1/2'LLONG FIAT HEAD LOCKING 8005 AT 70P&EOL S1WL Be USED.LOCATION LOCK SHWt BE AS RIDHCATED ON TYPICAL SLiUTIFR ELIVATI6H. MAXIMUM SHUTTER SPAN SI41LL BE DETEKMM AS PER SCHEDULES SHOWN ON SIW 12. I< II,Z 9 sVAU MEWHEs ONE ALTERNATE IN LOCK MAY DE IN UEU OF FN LOgt or FOR ANY SPAN ANO y 6.. 2 $ 7LST THONS AT ANY ELEVATION.AL TE COCK® MAY UstD AS' Ott OU190E LOCK.ATTACHMENT ONNNUr AS SHOWN ONSSWION HVE�SHEEr&TO 0 SONE LOCK VAL BE USDD AT 1ENTERUATES WILL BE/2 W 15WTER SPAR/rill OR Two 1 ZT �. SNS �• LOCKS AT 1/3 OF SHUM SPAN. *NOTES ON HV "T" L=S AND QENTERMATES- 1. 5EE O70 ONE ALTER TE FLY'T'LOCM MAY I1£ 1N LIEU OF Ftl LOCKS OR EDR ANY SPAN CONKCTION ALLA AT ANY ELEVATION.AL TE LOCK Y EiE Ism AS AN INSIDE OR HICK ATTACHIMIT DETAILS ON 0 i E N 1 J K l U H q A Y M X QF LOCK INCLUDES LlSNO NFORCING A$51F014N ON SECTION W.SLEET B.WHICH MUST BE sREET 11 TYP. CONNECTED To CENIFRMATES NAND w/ 1/4 a-20 x 1 1/2'LONG&S.THRETED BMT w/7/5.0 x 3/32• FULL NEICNT. 10NGNUr OR w/1j1'r20x1•s.&M.s.IMo n t/t+•x a/e•RNHH3I: K MAY DEtISTAtLEO AT L90SPAN OR tY 4F CORNER MAX0ILJM ABOVE AND aEiOw MWSPAN.LrsE OF TWO tDC10176 RODS IOP AND BM IS MAf»TORY. CENTERMATE ��yy *NOTES ON HD.LOCKS do C ©♦Oa®p1V♦♦O•�°A 1 LOCKS W/ �'�ND MMI � ALTERWITE ND L0q(�. USED IN ED OF H1V LOCMS(Z�OR Fdt ANi SPAN AND NISYAUATIOtIS AT M ELEVATION. TE 10AT£!D LOCK MAY 6E USED AS AN INSIDE OR OUMD9 LACK.ATTACVMFNT OF Ht0 LOCK t0 LR Wj 3/8 K 3jr F.H.=M.S..AIM MCLUM r a ♦ + at RE1iIFVRC nur U1.5ERT 0 AS swwN ON w.CfHJs AND SHEET 10 LOCK MAY St PISIAILED AT ®♦®°"�;®��*'LJ°"� 18DSPAN OR 1q'MARIMUM Once OR ABOVE MIOSPAH USE OF LOCKING RODS 0 6 CGotETET.Y OPIMYL_ TYPICAL HV BLADE SHUTTER ELEVATION N.T.S. , ,1uupFJJ FLORIDA BUILDING CODE Myn High 4etcct Narricene Zana O 2015 FJS M NErAL SUPPLY,INC. /� BERTHA HV m A�S.S.All Accordion Shutter System Y BLADE 1 W OR V0 tLY,'h8d X BLADE 6T H.Y.BM :' Amaliean Shutter Systems DESCOr „ BATt WM Ott M.l_ A 5��` � ,[ TILLHT TESTING III ENGINEERING COMPANY y Q:/- �F J�Q "M Lew.-W..St.Sts 3A tOWU CrFMM nota♦33164AssOC101�1011♦ Ina. , oLD 11-114 /17(tJ MTe 04 13 19 y Pna":t3m)a11-law.Fmc:(305)871-1331 4268 Westroads Drr've 2 DRAWING No ` •"RFs ca art'd0a"a West Palm Beach. FL 33407 3 Rf Z rJ^��4 pJiaJNAt soV.,� n�r l u1n87 a SHEET P.E. SEA11SY� ATURE/DATE • s POl1RED CONCRETE OR OONcRETE eL.00H CONCRETE REOlAREO 1tr1N 0933/ S.S. 001CRE7E REQU .! RE �ANCHORS CONCRETE ANCHORS DINE Sl:REM$ CONCRETE ANCHORS SFE SCHEDULE ON (SEE SCHEDULE ON W/1/4•-a0 ,(SFE SCIEDIILE ON SHEET 1J) �IJ) SHEET 13) NNS O 12.O.C. 1' ' 4 Len. 1/4•L-2 W/4•S.S. IGo, USING%V-20 WIS _ 0 12'O.C. 1/ E D.i /2 .250•Y-. -- 4 3 ae _ Q OR O Mm.Lam. E OPNONAL I ONAL ' lip OOSIINC W[�D F1 OR MW.CHEDULEON ro GLASS ii CI�mkCC ' I lj �—(SEE SCHEDULE ON SF1EEf 12) YIN.SEPARATION TO GIAss E7eS7QiG i(SEE SCHEDULE ON SHEET 12) � I 0 HV WA Lt HEADER INSTALLATION ©HV WALL HEADER INSTALLATION 8Q HV WALL HEADER.INSTALLATION oastNc i ►ON.SEPARATION TO GLASS UK saYRaHOH ®• I `—(SEE SCIEDULE ON SHEET 12) i aAssM I I l OR ! 16T.SEPARA710N ro GLASS ' ' meq- ; -Mr I (sFE Sc,ffLwLE aN SHEET 12Y- CH 2)CH SIM 26g a�' I oesn y -oPnoNU. I I � 1/4' i '' la I OPTIONAL i I� _--- Mm. ;� O OR l' 0. --- 1/ _ 3 an O I• '- -- - 1/4•{-20x3 4'SS. 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" tiNSF BERTHA HV m 11 .IEC Accordion Shutter Sy stem= • G�/}/_�r� •� x Amertaan Shutter erns Y.BME 1 N dit 0 NV.N1F>aOIY BUOE h M.BuoE 4C. pAEu� :4,s lilltT TESTING 6c ENGINEERING COMPANY r °rser�w a1c eR'°nE erz Law.Sae.SL,w.aro.VMM avmae.fU Rn%at Aseoolatlon♦ Inc. 1 stn t+-iu a/Ls/1s GEIE! 04/13/15 Ph—:(3oe)e71-1530.f.:(305)871-1531 4268 Westroads Drive 2 DRAWING No Kt n at.momL.ean West Palm Beach, FL 33407 15-084 P.E. SEAL/SIGNATURE/DAiE "a"a U.0 N1e7 SHEET POURED CONCRETE Palau®COF1Cih'iE OR CONCRETE PGUM ttON \rOR O WALL BOR LOCK WALLQUIREDCoh BLOCK�t awREn REQUIRED �FJGSTfAIO GLASS E)OS1iNG dlss 2` GLASS CORC —EXISTING CLASS1 O 5a•O.C•, -� TO GLASS(SEE KY sFPMJ410tt ' �/ YN. ViCfi-7 2•WN. yp�{ ai SFtOR TO GLASS W + TO BASS(SE LIN. 52 FY1R @N1E t�Atm ' E EO s�+o am EE% tfls•Sra•4A1L ON am 23 FOR 1Z FOR ti�m x FCR Er31�E�re�0 12 FOR WCEMAM (6067-Ts)GONr. 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E - - _ f SEE ATIONS OF USE FOR �� {,,,,,/�'�,�/a2 VIEW Y 2"YRF. 2•YRt. BIAOE ON 5NEE7 2e KC�y`^`� 1V` 5 OR (ly ALAN MUAL-X c�-o• ®-�•+�a POtiLiED CONCRETE oR ORo-tDa®•Q-(ate*d7• d. °'d ©'d '� . CONCRETE tuaYc WA2L �43�-6J•Q�-d•�- (6J•m-®•O.O'®°' 1 OR REOULREO ®•�-�yQaO.�-► ®-�-�a®a�8.®- CONCH �•d�-�•�U•t�- ®•t�-Q�•Q�-k�•4�-O ET0E.. R CONCRETE 5 0•@-0.0-0.0.0 JEND CONNEGIRR,j}EM Q FLORIDA BUitDIN0 CODE Non Ni h Velocity Nurr(cone Ione 0 2015 EASERN MAL SUPPLY,LNC. BERTHA HVTM • t/ i �,G IL EA■S►■S■A■ Accordion Shutter System_ Y.6UOE i Y CR H.V.rn MI 81�DE R N.V.BUOE American ShuttQF Syatdma MTE a+Aa+7 sr Y.I * - TIWT TESTING a ENGINEERING COMPANY Aaaaatatlon. Inc. t ao 11-194 !!,n/ WE- +4113 15 STATE OF ° "" 111.91300'""01�"W004%PMIMA�'01 4268 Westroado Drive a DRAWING No php ;(�I�1-1133°•F-,1 005)1111-1531 West Palm Beach. FL 33407 s 15-084 �`s f01NAl��C o�`a F OA U. s441M s SHEET P.E. SRF/61QM11`��2E LATE 11 OF 28 SCHEDULE 91 Sr=t+Fn� &E—ft SCHEDULE 0 MAXIMUM SHUTTER SPAN Z+'OR 'L-' AW[MUM SHUTTER SPAN* 'L+' MUM SHUTTER SPAN*"L+- ((t.). FOUR INSTALLATIONS®/Wil. OR 1-' (ft.) FOR R 'L (ft.)'INSTALLATIONS INSTALLATION LEGEND ND 4 dt ar(fll or-W INSTALLATIONS W/ �N4IF�. W/ ONE H.V. LOCK ® or®'or or CONCRETE Ak WOOD HD LOCK®W/ NO LOCKING RODS or ONE W LOCK or or® W/ ONE HV LOCKS �� (A7)S D+Po trve ALLOWLE pa RERAnNGFOR A GIVEN CENTERTAATES®& W/ ONE tNV 'T' W/ NO LOCK. R ® OOS OR W/ LOCKING WALL MOUNTING �F,.K C. L M.RN.SO&V.0 LOCK®W/TWO LOCK RODS®TOP do (SEE NOTE t) L--. MAXD ALLOWABLE SS SPAN FOR A cNE7I NEGATIVE AS.D.DESIGN PRESSURE RATING. BO OM SEE NOTE FLOOR/CE1JNC 1u¢ASM C,ONOAETE&WOOD NSOALATIONS Tint A&D. CONCRETE R VAX Aan MWNT1NG C, H. 1, It do J T. U..W 12 X (2)PROCEDURE ( OF/DOT NE MAXIMUM SPAN FOR WALL t+DUNTNGS(fOP/BOTTOM)OR FLOOR/GETTING: • 01:51011 OEMOF9GN NSTALJATIONS PFEMM WALL MOUNTING Fl�R/CEl1NC q°M WALL VO NIM MOS GIVEN A POSITIVE AS.O DESIGN PRESSURE RATING. FAM1 FLOOR/COUNG UMMM (�i) DOMOUNRW GIVEN A NEGATOIE& PJM FLODRfCCEM TIM OR DETERMIUASA DESIGN PRESSUREERATING. L+ L- Lt L- Lr L- L4 L- DEIERMNE k*IUUM SPMA'L FROM SCHEDULE 30 OR WSS1C-0' 18'-0' 16'-0' 16•-0' 30 16'-0' 18'-0' 30 t6'-0' 18'-0' FINAL MAXIMUM ALLOWABLE SPIN IS EQUAL TO THE '-2' -' 35 14'-10' 14'-10' 35 15'-2' 1d-1o' 0 MAXDNM SHUTTER SPAN'L+-OR'L=FOR MINA"DINED VAN BETWEEN 'L+*AND 40 13'-1D' 13'-10' 14'-2' 15'-2' h 40 13'-10' 13'-10' 40 14'-2' 13'-2' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO - - 45 IS-1' 13-1' 45 13'-4' 14'-3' 105 pat.AS.D DESIGN PRESSURE RATING. (3 PROCEDURE TO DOER HE UAXWUM SPAN FOR 50 tr-5' 12'-S' 12'-B' 13'-7' 50 12'-5' 12'-5' so 12'-3' 13'-1' BIU)IONS IN BETWEEN W/Vl.MOUNiINGS 55 1r-Iw 1r-10• (2'-1' 1r-n' 55 11'-io• 1r-10' 55 1r-r 1r-i1' W/ETDOR/CEILING YowrIm - 60 11'-4' 11'-4' 11'-7' 1r-4' 60 11'-4' 11'-4' 60 10'-r 10'-if' FOR A CM POSITIVE AS.O. OEM PRESSURE 65 10'-10' 10'-10' I1'-1' 11'-11' 65 10'-10' 10'-10' 65 9'-S' 10'-1• RAM % 70 10'-8' 10'-8' 10'-9' 11'-S' 70 10'-8' 10'-6' 70 B'-9' 9-4' 'i' try CORNER C84U MATE 03 MAY BE USED AT ALL L1+-MAIL SPAN FOR WALL MOUNTING INSTALLATIONS 75 f0'-1' [5'-5' 7'-2' 1' 10'-4' 11'-1' 75 10'-1' f0'-1' 75 - W-8 MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS Lxt�NMC.SPAN FOR FLDOR/CEILINO MOUNTING 80 9'-10' 0' 10'-0' 10'-9' $14 '-f0' 9'-10' SMALL BE AS INDICATED ON MANDATORY CONDITION/2 INSTAZLITIONS 85 9'-8' 8' K.-7 1o'-V '-8' 9'-8' NOTE#3.SHM S 90 9'-3' ' 10'-1' -3' 9'-3' FOR A CNEN NEGATIVE ASD.DESIGN PRESSURE RATING 95 9'-0' 9' 9'-t0' '-0' 8'-9' DETERMINE 100 W-9' 4' 9'-7' -9' 8'-4' Lt-- MAX.SPAN FOR RALL MOUNTING INSTALLATIONS 105 8'-7' 1' 9'-4 8'-7' r-11' L2-- MAIC.SPAN FOR FLOOR/CEILING MOUNTING 110 8'-4• 7' 9'-2' 8'--4' 7'-7' SEPARATION TO GLASS SCHEDULE INSTALLATIONS. 115 8'-2' 3' . 8'-11' W-2' 7•-3' FINAL MAXIMUM A.LLOWABNE SPAN IS EQUAL TO THE 120 8'-0' 1' B'-9' 8*-W 6'-11' MINIMUM BETWEEN 'L1+'.'L7+'.'L1=AND'12-' 125 r-10' B• W-o' 8.5- -t0' 6'-B' WIND ZONE MINIMUM (4)GO TO ANCHOR SOEDULE WITH FINAL MAXIMUM 130 r-B' 5• r-10' W-r r-6' 6'-5' ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATNE A.S.D. DESIGN 135 7'-7' 2' 7'-9' r-9' Y-7' 6'-2' TO GLASS PRESSURE CA�TO WFEDUNE LWIMUM ANCHOR 140 7'-5' 1' r-7' r-8' r-5' 6'-11' 145 7'-3' 9' 7'-5' 7'-l' 7'-3' s'-9' 1 TIiRU 3150 r-2' 7' r-4' r-D' r-2' S'-7' t 155 7'-0' 5' 7'-2' d'-9' 155 7'-W 5'-5' 160 W-11' 5'-2' 7'-1' 6'-7' 160 1 6'-11' S'-2' 185 1 Jw_'4V 5'-1' 7'-0' 8'-4' 165 8'-10' 5'-1' 170 4'-11' 6'-11' 6'-2' 170 W-9' 4'-11' 175 4'�' 6'-9' e'-0' 175 6'-r 4'-9' 180 4'-W W-8' 5'-10' 180 6'-6' 41-W 185 4'-6' 8'-7' S'-8' 185 6'-5' V-6' 190 4'-5' 8'-8' S'-8' 190 6'-4' F"'V BLADE 19S 4-38-S5-S19S 6'-3' 4'-3'2Q04'-2' 8'-4' S-3 200 6'-2'las 4'-1• W-3• 5'-1' zos a-1• 4'-r FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ` p:T«��T,,, m 2015 F15TERN META SUPPLY.INC apo" ENs�� ��'�, A S S A BERTHA HVTM ` �= i L E C O iT14:. . 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AI)MNNUY EKSED4tNF INTO POURED CONCRETE OF TAPCOH OR TIIPCON WITH ADVANCED TNRMOFOSN TECHNOLOGY MOORS AND TAPPER+ 4.-0. f4 12 m e e e e e 14 f2 fo g e e e e f4 12 1D 0 • e a ss ' ANCHORS a t 3/4',AND FOR DUSE TAP W/CAP ANCHORS S 1 1/2. 14 I2 to a a a e 4 it /2 10 9 a a e 4b 14 t2 10 0 3 e 4 3D A.2)MPa1UM EMBEDMENT OF 1/4'►Y 3/4'ALE.POUTS SOLD-SET ANCHORS SHALL BE 7/a•Uro TI€POURED CONCRETE NA EMBEDMENT 14 12 1019 a e e 4a 11 12 10 9 e 8 a 3A 14 12 10 O a a 0 44 INTO STUCCO SHAW.BE POWIED.1/4'9-20 S.S.W00E SCREW USED SMALL BE 1 1/2'L.CNG M04MUM SHOULD SIUDW DOST,AND 14 12 9 7b as 3.3 - 14 12 10 9 a a a 3 14 12 10 e e 7 ab 0 SEE L�Q110S�1m R1R 1'lalUIUM FOR fYMIS WON NO STUCCO. 4 12 t0 9 a a e a 14 12 10 9 e e e 3a 14 12 1D 9 e B • Qq ON 14 12 1019 e 7, 4 - 14 12110 9 a ed 0 3A 14 12 10 8 eA 6 3A 3 A3)N CASE THAT PRECAST STONE,PRECAST CONCRETE PAAZTT$PAVERS OR ANY VENER BE FOUND Ofd THE OWING VAL OR FLOOR, 14 12 1019 8 7A 4A - 14 12110 9 a 0 '0 4.S 14 IZ 10 B a 0 4a 7e ANCHORS SHALL BE LOW ENOUGH TO REICH THE WN SRNC7URE BOW SAID WALL nNIS ES,NICHORAGE SMALL SE AS INDICATED ON L_ I2 93 7d 4A - - 14 12110 9 a 7d as 4 14 1 10 O e 0 4s ].a NOTES Al t A.2)ADWS FOR ONSnWANIONS ON VINYL SIDING OR EM WITH OR WDOUT UETM STUDS COtSUIT THIS ONGNETF.FOR 8'-0' 14 12 tole a a a - 14 12 IO D 8 a a 0 14 12 10 9 a 0.a o 3d INSTALLATION RifO ETES WITH Lf TAI STUDS SEE SHEET 2aA 14 12 1019 7d SA 3 - 14 12110 8a 7 ea 4 3 14 12 eb ed 4 3 14 12 10 0 a a - - 14 12 10 9 8 SA 73 14 12 10 es B 5 4 - (B) TO DOSING CONCAEE KOM(ASTM C-90) 14 12 0 0.e ad 3 - - 14 12 10 9 a 9A 4d 3s 14 12 f0 a 7 5 3a - t/4'►TAPCon OR TAPOCN WTN ADVANCED DRFiI ow TEcHgoLQ 1f ANONOR%AS MMANFACnfRED Br(LW.BUe= 14 12 10 0 a a - - 14 12 10 9 a 7 a 4 14 /2 f0 0 7.3 5.a 4 3 -1/4'0 x 3/4'ALL POUTS SOLID-SET ANCHORS,AS DSTROLIFED BY ALL PONES SCREW,BOLT t SMKTY COMPANY. 14 12 f0 0 OLA 4 - - 14 12 0 7A 0 46 3.5 - 14 OA 7 as 4a 3A - -Well BLUE TAP CONCRETE ANCHORS tW/CAP AS MANUFACTURED BY FLORIDA FASTONSIS OROCT•HNC. 14 1 1 68 7 4' - - 14 12 10 D IA as 4 - 14 12 9 7 7A 4b - -1COOMPANY 01NM APPROOVED LICENSED OR AUTHORIZED VENDOR REGISTERED THE SHUTTER SYSTEMS ASSOCIATO.INC Elf ALL PINTS SCREW.801&SPECIAM 14 11 7 es 48 - - 14 1Z 10 9 7b 8d 4" - f4 12 O 7 6 3 8'-0- L4 t2 10 9 a a.5 - - 14112 IO 9 a a 4 - 14 12 W 8 as 3 33 - FJQf@ 14 12 &5 7 0.e 3 - - 14 12 a 6A SA 4 3 - 25 9.316 e 4 3 - - 8.1)WN•1W EMBEDMENT aDD CONCRETE BLOCK OF MAROON,BLUE TM M/CAP ANCHORS AND TAPPER+ANCHORS S 1 1/4'.AND MAROON' 14 11 9A 7.5 a - - - 14 12 OA 0 as 3 - - 14 12 0 a a8 ♦ - f! 03 ad a &S - - 14 12 10 a 4a a - - 14 12 a 0.a a 4 - _ WI H ADVANCED THREADFORM TEC NOtOGY ANCHORS S 1'' 9'-0' 14 11 10 9-16 - - - H 12 10 9 7.3 4.a - - 14 12 as 7 8a 4 - - a2)MUMUM EMBEDMENT OF 1/4 S x 3/4'ALL PONES SOLID-SET ANCHORS SHALL BE ENDRFLY Ela4DDED INTO THE CONCRETE BLOCK.NO 14 11 7A a . - - - 14 7 ad a 3a - - 11 a 65 4A 38 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACH NE SCRDY USED SHALL BE 1 1/2'LONG IMI&V SHOULD SRIOCO 14 12 B es 4.5 - - - 14 12 7 Bd 4 - - 14 7 35 a 4a - - EXIST•ADVO I•MIN3111M FOR WALLS MTN NO SIUCOD 1A 3d 4 - - 14 12 D 7 O 4a - - t4 11 7 as 4b 3d 14 12 10 O 7.3 - - - 14 12 0 a OLA 3 - - 14 12 a e 4 - - 83)N CASE THAT PRECAST STONE,PRECAST CONCRETE PANFIA PAYERS OR ANY VENEER BE FOUND ON THE DOSING WNL OR 1LDOR. 14 O 7 3 3.5 - - 13 9A ! 4 3 - - 10 7b 3 4 3 - 'ANCHORS SHLLL BE LONG ENOUGH TO RFACN THE MAN STRUCTURE BEHIND SAID WALL FINISHES AMORAOE SHALL BE AS IN IMED ON 14 11 7.a 5.5 - - - 14 Id 9 a a 4 - - OA 0 5 4 4 - - NOTES 8A)t D3)ABOVE FOR I STAUA71ON14 ON V9M SONG OR M NIDI OR WIDOUT METAL 511109 CONSULT THIS ENGINEER. 0.5 e e - - 14 a ae as 4 - - 13. " a 4 3 - FOR NSGLLA7ON NTO ETES 111TH METAL STUDS SEE SHEET 28A 14 12 1D - - - - - N 12 0 7 a 4d - - 14 Os 7 Sb 4A 7.e - 23 Oa 3 - - 12 9 0 4b 4 3 - - D 7 4s 3.5 3 - ,(C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RBWMMENDA7K NS AND SPECIFICATIONS OF TIE ANCHORS 11MR FACTURFR. I4 10 7 - - - - - 14 105 7 as 4A - - - 11 a5 as 4d 75 - - - (p SCHEDULE EDGEACING FOR ANGORS a 7 4d - - 4 1b 7d a a - 12 9 a 4A 4 - FOCI£DISTANCE YE M S SPACING SCHEDULE FOR NCHORSt 14 12 10 - - - - - 14 IZ 0 Qe OLS - - - t! f0 0.S S 4 - - - ' IA as 4b - - - - - It a Ss 4 35 - - - e a 4 3 - - - _ MA MIUM/YHG4oR SPACINGS ARE VALID FOR EDGE DSINCES 9AK2aED BELOW.FOR E 0.LETS DARN THE EOFGATED,REDUCE ANCHOR SPACING 35 95 • - - - - - 13 9.3 eA 3 4 - - - OS e e - - - - BY MULTIPLYING SEA=SHOWN ON SCHEDULE BY TIE FDl1WRNG FAICTOR3• 9 0.6 - - 14 DOLS 7 as d - - 17 Ila SB 4.5 ]3 - REDUCED SP L VM FACTOR NOT K IHSS THAN MNRIUY SPACOO NDNCATID PDR FCH ANCHOR TSE t3'-0' 14 12 - - - - - - 14 Ib 7b 0 e - - - 12 D 0 4.3 4 - - - FIVCIDR Od a - - - - - 1017.5 a 4 3 - - - 7b 4 3 - - - - ACIIIAL- APOON WITH ADVANCE 23 a5 - _ _ _ - _ 12 9 5 4A 4 - - - ad 7 a 4 - - _ _ EDGE TAPCON 7 .Y ALL POINT SOLD SET OWE TAP W/CVW TAPPER+ 13 9s OLS 3 - - - - 10.373 4 - - - - DTCTANCE ' SPACING 14 12 - - - - - - f4 10.' 7 3.S _ _ _ _ 11 _ _ _ _ E.D. UK SPACING-r Mft SPACING 3' N.SPACING-3 1/r VOL 33 1' 14'-0 f0 7d - - - - - - 9 7 48 3a - - - 7 S 3.5 3 - - - - COHCAPOURED CO CRETEBLOCt FOUNDC wme mama= aONCRETE E)I= PGF3D ONCIPE EOgf1s a - - - - - - It a 4a - - - a 4b - - - - - WINDOW HIL .s MKM.,11'RAILM-2 1/Y . 1 LK M-3 1/{' M-2IT 1; - - - - - - - ' o e - - - - - ob a 'd - - - - - BLADE WORKING • 1A CAO. t.o a7B 0.84 t.D as 0.514 - - - - - a8 a J - - - - 2 1 2' - Odl 1.0 - - Qa7 1.0 e IN UNISON♦ 2• - a7t 0.51 - 9 - - - - - • 11,3/4• - - - - 0.43 - ta'-0' e _ - - _ _ _ = e Flas - _ _ - - a 4a ! - - _ - - 1 1 2' 0.35 - - - - O.Ja - 9 - - - - - - - 9 - - - - - a e 4 - - - - FLORIDA BUILDING CODE 1161 N'h Velpcity IIUrr(Cane Zone T1 A"AYH (0 YOts CISTERN METAL SUPPLY. INC. J���� BERTHA HVn _ T E C O �N-. A■S■S■A. Accordion Shutter System t N a eunE ate O I Td =HAM k N.V.BUMF *; T�� •*� 'n TESTING t ENGINEERING COMPANY E11tSt7n Shutter SyilMna Drs3t3nw DA t•+Aa+er M.L A= STATE OF ;' = 4mI KA 3%%.34,ST..303,vl=M GADoa HIDROA 311 Aaaactaiton. Inc. 1 OIL 11-D4 U/13/13a e 04/1,3/15 PAI.;(305)57t-IIID.Fox t(305)a71-1531 4268 Westroods Oi1ve I 4�O,r�, ONt �C;? rma9:eED-OOW1919.00m West Palm Beach, FL 33407 3 DRAWING No SS ` WALTM A TWT Jr.P.E. 4 1 5-084 P.E. S�UN/Haxtxa�Ytl�E/DATE FLORIDA°e'f 441'7 a SHEER • 14 OF 20 AND COMR OF USE FOR BERMAA a ®'® LRASUN 1.MAX ASD.DESIGN PRESSME RATING:Olk-110 P.Lt 2.SWC SHUIIER SPAT:96' ' 3.ALLOWED YGUIRNGS A D.0 h N ON 9JEEM e.7.AS WELL AS YOINTNG3 U.0.T.U QA W ON(BE0N1 EEM 188&1AC��./� E ALLOWED WON A 0 A�SMOM 1 OI�rOPPo9iD��UYODE.�N CASE OF Ot OeOn '� 47 ���OOOIVU!!lI,WOTl9� AT �w �NTE7L TYP.FA END • • • • '�•W Waaow t11ME 1nA SFMIl ONLY AM A LIMM OF S OPENNGS (J'e FIOIFS)FDR®PER .AT SPA=SHOWN ON SHEET 27. NAW.5 151NOONS • • • (B)HDL tYPARANCE iT�(TOP OR BCTM EDGE. OF EN WINDOW MADE AW04ED IN NV B1 OF ANY P-—M POR SHALL BE 12'. WINDOW BLADE® 10,E1�ST�EI BLADE ODUING WE FRW SO1MM Ar ENDS MAY BE W • • (D)TLV WNDOW BUOE®NNST•BE USED 1LiET8NTE TO A 901D FN BIAOEQI TTROIICIlOilr SHURFIYS WDRL Q • • • � • • TES—ALWAYS BE INSM D AD=Drr TO A SOW W. Bl E 1 AT E7iFER SIDE OF Imm x SEE FtID Oy POLYCARBONATE LN wNgOWr p s1Lu1 tE D6EAEIED So7�j TADS FNS nc MFiE7aoR aF THE OPF7iFd wrmmm.TN MNDOYi @y 1WF5f FIE CONNECTION g 8 • • • �Y RbTALLED AND LOCXW UNO SA W SERVO TOOL PFJ D BY ASSA.. DETAILS ON y g SHEET 11 7YP. S FULL NE7CHr. � d 5 SEE NOW SPACED SMI DIAE FORRSTAIEATIOLa Nro MW ERNE 5 p MKDfDS ON SLEET 18.AS LIMED BY SPAN AND ASD DESIGN LAID(SEE P t NOTES 1 5 2 ADWE)6 3 7.SEE ANWDR SPACING SCIEDIAJE FOR NOLLIAIID IPOUED GAE R 3 Tv S= wNGxE1E OR wncRETe EIaWNL ON 9EE73'.13 3 E4 AS LIYOED BY S SPAN AND AD DESIGN LAND(SEE NOTES 1 h 2 ( &UM M SEPARATION TO CLASS WK WE PER ASID E-1988: PLAN FOR TYP TOP d BOTFOY ) I WND ZONE NNNU!SFPARA710B A GLASS NUW�a I THAI 3 1' CWHOELEVATION 904:1 ON 9 7O2 LAS fEAOEm 4 �• —� --- AND ON SHEET 78 FOR 9NDER�Ak @ Z---------- ---- - --------- --------------- ------------------- 5 I ` M Wj OR Q;MU NOTE 4 AMM \ 4 1 � w%o of NO E�►Dake ® ELAH"'� � TYPICAL In HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE lia SHUTTER* ` N.T.S. FLORIDA BUILDING CODE ik h Velocity Hurricane Zone `„IIIpL11L1LLNgIrp 0 20IS USTM UETAL SUPPLY.INC. BERTHA WILLA.S.S.A■ Accordion ordion Shutter system 7 ? K BINE 1 V ORY 0 H.V.BMW WIDE&N.Y.WX AAmedean Shutter SystMV.Ilkems * :*= TILUT TESTING & ENGINEERING COMPANY AeetTQlatbn� Inc. an E1-IMV oEUSE o�m 04/13/15 r Lau AW.366.6e,sti.3m,vWteHu CAIUK na1Wa 331 s = Phene x(305)371-Caw.F.:(305)371-1571 4268 Westroads Drive a DRAWING NO 'y�,�'•.FCDRIOP,;��`�� laeoeo�eaownWest Palm Beach, FL 33407 3 �i��•FS`S/•••.•••����� WN.7ER A NUR lG r.P.E , 15-0$4 P.E. AFr r /DATE FLORw U.0+4167 5SHEET ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: I,.,,; a NOA or FL# � ,7, -e ADDRESS A 5/ NOA or FL# CITY/STATE << l NOA or FL# CLADDING TYPE: .,/ —ep ave.- Ces NOA or FL# COMPONENTS AND CLADDING OF WALLS REC EWD ULTIMATE DESIGN WIND SPEED (Vu/t) 160AR 1701 O wC><EIMAM � �-�� �� "� ROLL DOWNS WINDOWS MULLIONS EXPOSURE B HEADERS,STORM BARS etc. : �;, ;�{}. FL MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND AREAS WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE ENCLOSED BUILDING.GCpi=+0:18 <=10SF 10SF>< 20SF 20SF>< 5OSF POSITIVE PRESSURE (ZONE 4+5) 41.0 39.2 36.7Q +u NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.07 - 0 -47.9 t�28 -45.2 - p u NEGATIVE PRESSURE (END ZONE 5) -61.7 ;t -57.5 -52.0 PARTIALLY ENCLOSED BUILDING G.CpI=±0.55" <=108F 10SF><=20SF 20SF>< 50SF - POSITIVE PRESSURE ( ZONE 4+5) 53.9 5 ; 52.0 � 8 R 49.6 � 9 NEGATIVE PRESSURE (INTERIOR ZONE 4) 1 -64.4 • -62.3 ,; -59.6 «l ; NEGATIVE PRESSURE (END ZONE 5) -76.1 ; -72.0 � -66.5 r, LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 7120!2015 Florida Building Code Online Mi hr(;; ' lit?6i1i BCIS Home € Log In I User Registration Not Topic I Submit Surcharge i Stats&Facts i Publications FBC Staff BCIS Site Map Links i Search Busines ' Professional � ProductEliiPeperOVa) Regulation .� . , ff1Tff'X Product Aooroval Menu>Product or Apolicytion Search>Application'List>Application Detail WrFL# FL389-R8 g r to A Application Type Revision �m � Code Version 2014 Application Status Approved MAR 1, a 2017 PERfM ITTING Comments St. Lucie C;OL:ilt'y', Fl- Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmeta1.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 Walter A.. Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE d Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf 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 http://www.floridabLilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 1/2 7128]�2015 Florida Building Code Online Product Approval Method Method 1 Option D 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 Narne-.- Description 1389.1 _[Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I 3- (Non-HVHZ) -Drwg 15-086 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S,A. INC. DRWG.15-086.ri Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.Large Missile Level "D".Max span is 12"-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.pdf positive ASD load and 13'-0"for 35 psf negative ASO load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max. ASO pressure rating of+72,-72 and 84"for +64,-64 psf. See sheet 5 for other spans and ASD pressures. 11 _ . I..w._......._ 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A.S.S.A. INC. DRWGJ5-085.yd Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'w-0"for 30 FL389 RQ AE A.S.S.A. INC. P.E.R. DRING, 15-Q85 HV.g2d p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, W-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-O"for +75, -75 p.s,f.for metals stud mountings and W-0"for 110 p.s.f. for HVI and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 P8 11 A.S.S.A, INC. DRWG.15-084.vdf Approved for use outside HVHZ;Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'�-O"span at 30 p.s.f ASO load FL389 R8 AE A.S.S.A, INC. P.E.R. DRWG.I5-084.gd for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party., Yes 12, 25 and 28 respectively Contact U :: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W RE 10 httplAvww.floridabLOichrig.org/pr/"pp_o.asp(?param=wGE\rXQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 22