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HomeMy WebLinkAboutProduct Approval GENERAL NOTES: 1.6ERTHN 111#.AOCOp010N SiWIF(R SISIQI aim ON 1113 PRG S fl'AI.UA110N ooCUMF2IF PAD. Wa BEER VU*Xo FOR CeYPIUNCE M ACCORDANCE WITH Im 2014(SN EDRIDN)Of THE RMU BNMDIA COCRL TIES ICDORDIOH S"SAIR S15m YAY 6E NSFNLtD AT am YIIACItt MICS. r DESIGN WUED LDAOS SM BE CEIERMNED As PER SECTION 1609 OF UM AWK YENFCOMNFD COFOR A SIM WIND SP®REQ(XREO BY TIE KMM UM SHUTTER WILL IMLE Of CONTENTS W Nsq=TMN A ONLCppN M FACTOR X"A%USM ASM 7-10 FOR IESVEEATCNS UNDER 201E4(Sth 0MON)=AND SMALL NO EXCLID THE UAXWA(AM) DESIGN PRfS W RAT*M 29MUTM ON S1EET9 12 TIRO 17.26.24 28 A 250. N ORDER TO VU*FY THE ABOVE CONDITION,ULTIMATE DESICH We LOADS CETORMp=PER ASCE 7-10 SMALL HE FR5F REDUCED M ASA MIGH WRie TOMS AREA,;, W BLOAT$M Q&(�S DV ML;LMV=THM BT OA N OROFRTO COWARE T4SE 1/YAK.(ASA)OMC&PRESSURE RATM Hk0=0 ON SHEETS 12 THOU 17.25.20.28 4 213.0 (iFltFRAI NOiFS SHEET t N ORDER TOW=TNT ANCHM ON TER P.E.D..AS IESfFpH UK IAT OVERSTRESSED,A 33 X 2ECIHFASE N ALLOWABLE!DADS FOR WOO!DADS WAS H9i USED w THEN ANAL=DERTL► SYSTEM COMPONENTS 1-2H SHEET 2 H.V.ACCORMO SHIMER SYSIFEL$AOEMIACY FOR WIND NO LARCE MSDEE OHWICT LOAD NO DUM VWW N ACCORDANCE W I SECROH 1020 OF TIE ADMT MENTIONED CONE AS PER All SYSTEM!COpPOHM(TS 21-9 SHEET 3 ROKM 7VPiCA1.SH UM ASSEMBLY 38-0 SHEET 4 -NN BLADE10(02/4.01-03.#0718.01-03.&OD&OF•-Oa/1214.41-06„#0317:02-00.fOOMOS-10 AND(021041»11 As PER TAs 201,TAS 202 AND TAS 203 PROTOCOLS. MEA E ���D W E10W F3lAFiF -W W*VOWGADE 0#ONS.01-De AS TAS 201.202 4 203 PROMMS AHD OM.01-0e AS PER TAS 202 PAMOOOL. COME njQ1F.ALG-: . IQ -1v INADEO#0F22A/-CS AS PER TAS 201.TAS 202 AND TAS ZO3 PROTOCOLS TYPE sMTM amooN A Nom on LOCKS SHEET a 2.W ERODE IUAFA W WACE&K U"Wo TO W=NIA M WRH V CH CUM N AREAS IMRRE THE ORSON PIIE. S RTE'S TNH9110N FROM 00 ZONE 0 TO NEENOR ZONE 4.OCH NSFMUTION VMS A-E:CONME/IRM SHEET 0 WIND ZONE W5i DE pfNiLY LNTETWED IN ACCOpM»CE MON C WTER 30.OF ASCE 7-10 SUN01R0.ALL WARM OONORiNE4 AND FASEEEOR TIM SCHEMES WST BE APPLIED TO THE UISFMLATDN wwas F-L.CONDREE/(MACK SHEET 7 CORRESPO M on ZONE SHS SNAiL IMM RT UMENTS FOR MEL ST WWKN To GL"DAGWTATION OF TDA ZONES 4.AW 0 AS TT31/a WLIOTEY OF COMPONEAP3 FOR W BLADE I CQIIEREIAiE (IETMS FN SFfEkY 8 A 2 A040RC01 SMITiERS SrVfMS EOR GnICR WND ZONE SHWL Be PREPARED An CEROF=Of A ROFID1 REilU=D ENCIM ER OR ARCME4'f BASED ON BtRC1q CONRg1W710N AND ASCE 7-10�S�M��I+ IM W^AND SHLL BE TO TEE DU RANG MCIAL AT THE TREE PERMIT S APPLIED FOM COnERLURE AN RNATNB DEWS w SHEET D (R W ADE& W WON BLADE QAM AM 10 TORN N WMN WOH EACH OTHER WTM REE CQERAL UIHRATONS AND COHOM=OF USE MEDICATED ON S11EET 20. CETEERIEA7E DEWS NO SLEET TO p{�g�{/ END CONNE67HN VEDAS 1-6.COCREHE/BLOCK SHEET 11 3 S SGINIMA rAfN=STEEL SCRF]IlS IYEM 10 1-d VA"SSFRWOTI ISM 180 kd TTE19"STIR NBDL X04 O» W N �R'S'4'StE)IlA 4MMW OY ANCHMAXIMOR /Y SHE TABLES SHEET 12 APFROVEO OWING APPLICATOR&RE WITRED VM AMERMM SHARER WSTM ASSOCNTOL PNS MUST BEAR THE HN ANCHOR SCHMU CONCRETE&R.00K SHEET T3 4.F R OAI ETWO lIRI190NS SHALL BE AWERAE ASSOCW1110N AHOY ANA T31PER As#MCAIED ON SUETS 2 AND&LIMOM YIELD STRUM FOR 6003-TM NIM ES 31.7 IW AND X7 kY ����E SRM A SHEET 14 ANCHOR SCHEDULE-CONCRETE&SACK SHEET T8 S.ALL SCREWS PO HTE STEEL 304 OR Me AS SENES OR CORROSION RM ANT.COATED GABON STEEL AS PER ON 60018 WM 50 kd VOL YELD STREITI AND 90 ktl HIL 70MU ANCHOR SCHEDUl'E WOOD SHEET 18 S(RIMMI A SHALL�/FUNWA MOM CODE SECTION 2411.3.31- - ANCHOR ION VEDA WOOD SHEET i7 914TRLA7RON DETAILS M-R,WOOD SHIEST 18 e.BOL73 to BE an;A-307 OALVMQED STEL OR AW 304 OR 316 SOW SMMLM STEEL WEN 35 ksi 1W1M1 TE1D SERENOTE. RESTALEATEON GUARS S-X.VMCO SHEET TD 7.SEE THE ETMIOMNG W EIS FOR ANCIHDR SPCCIICJ WM W BLMQ 1314.15,16.17 A 20A Ew CONHIECTM DEFAMES 7-•12 4 Y.WOOD SHEET 20 N/MADE •20. • W NAVEW&0 WORKING N UISON:13.14 A 1e AREA y4MV MM[ph ONLY 0. BOM)tv AMRCKM 9WITEH SVST7E BETAS A U.S.PATENT 16*TnA 2.COUPONINTS OF THS APPROOL ARE MOM IN WIEOEE OR N PIAT OV 111L PATENT OW460.179 MUM TO TVPK U.SHUTTER EUMM ON&wm ON LOCKS SHEET 21 F/1S1E6/ YEEA SUPKV.6M WSTAIATON OETNIS AN-o0 CONME SHEET 22 9.R SHALL DE THE RESPCLNSiBET11 OF THE CONTRACTOR TO VOUFY THHE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE A77AANED TO D=RE PROPER ARC&ME CONTRACTOR 10 C04ERU NNE DETAILS NO /�...�..y SHE7 23 EN S /CODEX ALL SHORTER COMPONENT EDOES WHICH TOOK TH6E FASTENING N CHMX=CONTACT WITH THE MANUS TO PRETIEfr 1MND/RAN M MOM END CONO;CQOH DUALS 1-8&X.EONCRETE/oLoCM SHEET 24 10.EACH TEST IRT BEAR PERMAHOIT LABEL N A VW W WACE WRH tWNHQ NOTE EMRTNG PERIODS OF IWRW E WARN RGB NONE UNUM TOM-OR ODIERB,MUST PROPERLY CLOSE ALL MUM SPAN 771NES SHEET 28 W AND HD CN MMES AND ENGAGE OR LOCK ALL NN AND NO LOCK& ANCHOR SCIEDLXF.CONCRETE SHEET 28 'tt.SHUTTER SHALL BEN D FOR �WFM IAADEUNG TO.ON COOk1AALY UM S 171 OF ACCORDION SW=THE M Nppp00ft6ANCE WITH sECDO»17!88.3 0i FL(N6M BUIIDRN 000E ONE UIOEL AM�IV MM OTIC{4 ON t2.DOM".AAtORMt SNUITR SYSRDT'S R61MAiRONN SHALL 01IMPLY WRI SPECS 410eA1110 N THIS WSW PEGS ALIT MOM AHD TONING REMATONS PROVIDED By INE"MOM WHERE POW 15 APPLIED 70. TYPICAL WE(D0N SLIDE 4 WIM WDETAR. SHEET 27 13.(a)THS REM.PREPARED BY THS EN COM 13 CETNO AHD DOES NOT PROVIDE NFORUMM EOR A SDE SAEOFIC PROM=U.VM"M SBE CON0n 3 000M PTD;TM P.EO. MCAi.SHUTTER awl" SHEET"28 (b)CMRWM TO 6E REWO MILE FOR THE SFIFCOON.PUNCNSE AGO NSTALLARON»ECHOING tK SAFETY OF THS PRROOM.SOW ON Das PX06 PROVIDE4 HEMS DOES He7 OOANE AREA-�: TTY Wt DW 81ADFONLY PROM THE cmnow OEDAEO ON 7m DOCRIFM.CXbTRpCOCN SAPEIY AT SNE LS THE COFIIRAC7CIY3 IRMPONN&SIM. (a)TCS P.E.O.WILL BE CONSMED OWLS 1F ALNFRED BY ANT YEARS. - 2GSTA1LAIlON OCTADS.LREFAL SN4VALLS SELECT 2&L -- -(e)SRE SPWM PROJECTS SHALL Or PREPARED HY'A RMI-REObMED-ERCNEM-OR ARCHIOC-M"WILL BECOME-TRE O MMMT OF-RODORD EOR)°EOR-INE-PRO,IECI'-ANO-WHO-MLL•- -- - - - , .-_ - - BE RESPOHSBLE ECR TGE PROPER USE OF THE RED.E7ROR=OF REEORD6 ACIMA AS A DOMED ERCOIEER 7O TIE P.ED.EN CAREER SPAT SUBUFT ED IM LATTER THE SITE SPECOTC - -- � _ _ _ _ -- -.•_- - - -- DRAWTNGS FSR Rol". (.)OM;NA\PLCs SHULL BEAR 71ST WE AND UUMUL SFA AND SIOHATURE OF THE PRUERSWINAL.OMM Ol'REVOIRD TNT PREPARED B. FMDA BUftDtN0 CODE h Valoft NYR(MRa Zma `P \N fl/IIT 0 2015 EMM METAL SUPPLY,NC. P....•�•. S`f y -w--�---- BMTHA MVV,. THIS ORMI NG SWILL B)NT�TO AOti � TjE ,4y QBTAIN PERMITS IN TUE STATE GT FLORA • d', Accordion Shutter System 111.. E C 1,rM1:. ■ ■ ■ v x at N.v Mw eine a H.v. •�Tk_�' AEEBMI:Gn.Bhuthr System* MEW CROU 9 L. y • 71ELJT TESTING&ENENNEETaHXT COHIPANY •'Q • (Dri 1 OID/1-1W 1 84/13715-- J .� ,� -e-N-t 31.01(4A.SY.]c41YI6HAl 4IIOINi3.ROAM AssD4la)toT . - -- �'�; : ve (3o6k17/-8630.Fm I(306)071-1631 t Pol W6e achwoolla . 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ONLY. stat 9 DO lit CYtYYOER OR KEY cagem AW 0.675'JUM MM HD COUR g),p5z pop HD CERTERMATE fAWKI QUALIFIED FOR USE W/W BMW).Q0&Q2 QUAtinm 3LADEQ).%9&(2) 6063r-TO ALLOY 12'MR 6003-76 ALLOY AND TEMPER (g No CEH1rERM&= IN WALJIFIE�,%FO�M&Oy 114-*-=1&*11 ND E 1 .®&2g Oft XLY L CYLWM OUALIFIEVF0 HA-LOCK R�USE-W-WTLAOE�0&0��- 6063-T6 ALLOY AND TEMPER ey mtxr Kwwww mcitivw-wcjcs-s�=23w HOOK-OOLT-C (9144 ACETAL OCK IWINS-rALLA710N WILL REQUIRE A 7/1 W LE THU RMEWS: S-S, THUM611Q= QUALIFIED FOR E W1 W RME0,(g)&@ DRILLED AT TWKS FOR PROP MENT QUAUFIEO FOR U.4Kjj%VjW BIM-ME Q6c W QUALIFIED FOR USE W tmwWv BLADE FLORIDA BU lug CODE (111M INIT lleta& Hurricone Ione A. ..E •*-.... 0 20ts UsTaw SUPPLY,Was " 10 ----------- BE A HVTm • 11LIEC 0 &S.S.A. Accordion System Amerfean Shutter Systems RADE I OR W/O IM TWO OAK&ItV.BLARE 1. ORMH W. STATE OF TILUT TWHO& ENGINEERING COMPANY _am- Act- 00%W.3M S.Sk,30.VWAHA""K n4ffiM 3.11 Assodation. In*. 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RIVETS 1 or ® or (SEE NOTE FO ¢ ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EQURLEMENTS or �3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD xL EXTERIOR POLYCARBONATE IMPACT RESISTANT W WINDOW ® (SEE SHEET 27) 11 � I Q®or® ELAN KM90dEJW TYPICAL SHUTTER ASSEMBLY (1)HV PIN®SHALL ALWAYS BE USED AT ALL E CIERIM SCALE. 3/8• = 1• NVR R@ AT ® E EIQRS OF HV ACCORDION SYSTEM W/WO OR f0.324' eLAWS KNUCKLE. 3 (SEE NOTE; FOR (2)W PIN®MAY 6E USED IN LIEU OF®AND ONLY AT •O � REQUIREMENTS) EXTERIOR BOTTOM MUM ES OF HV ACCORDION SYSTEM W/HVQ2 Q DIME WHEN CORRESPONDING TO lWALATIONS•CO•AND b07. - SHEET 22. .g _ (3)_HV_PNI_®oa W/1/2-_0.0:1/16*-7ual S.S.WASHER - -- - - - SHRR.BE USED TTxbcad MOUNT INSTALLATION-PER DEENL x; --1NHEEL=QARRIAGE=DETAIL---- - - -- - " - -- SHEETS 11 &24. — - — —ASSEMBLY-LAYOUT= •= _ _ - _ - N.T.S. N.T.S. NNNtIrIIrULh��� FLORIDA WILDING CODE Non High Velocity Hurricane Fane O 2015 OITIERN METAL SUPPLY.INC. BERTHA HV m A■ST.S■A■ Accordion Shutter System D E C O ETEC. v TIIADE 11 W1 LIRW/O KV UM MADE a RV IIIADE !�* Amedcan Shuster Systems ,„1, o.n I ORM an M 71I LT TESTING &ENOINEERING COMPANY Assoclallon. Inc. 1 a0 11=134 W131131 ale 01031115 toss ww$ ss.sb.am mw«c.earxt rlaaa yt -- --" -- -- ��4isr01YALENG����� e 2 Phae:(NO)B71-15m.F-: k77-tsst West Palm B 4268 ch.,FLnv33407 4 DRAWING No 15-084 - - P.E. 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Q AND MSi ANY EIEYATIOCORNER CURDUA7M MR AM SPAN N.F1gtN/ f 9 SWFi US£9 AS AN W OR E LOCK 3ei A7 IOP do SFGiL BE USEDLOCA(2 I&� tAljL t EARS BiOIGNBD OFIAT HOD N lYP1CAi SHUTTER II£YAiiON $ t MAX MUM SHUTTER SPAN SFMLL BE DETEJ✓MRRD AS PER SCNEOIAJS SHOWN ON SHEET 12. Al sghS 9 Q!t£ALTERNATE HV LOC MAY 8€ IN UEU OF IiY IAGC w OR AN NIR O T1 0¢ 71ON3 AT ANY EtEYATKNL A! lE LOCK MAY 8E USED AS AN OE OR OUTSIDE LOCK.ATTACkMEM ' OF 1/4�--20x]/4`S-%THUNBSCRLLV 10 t�ORR CET9h]iMATM Si4AM PE AMOEUf 1/4'-2A3f4`ALUM. l ., RNNUi AS SHOWN ON SEa11Ofi INE;SHItT D. PZ 54WL DE USE6 AT 1/4 OF SMFTTEA SPAN OR TWC! iFf � 5 gt' LOCKS AT 1/3 OF SNUTFER SPAN. sMOIES„ ON HV "T' LOCKS AND CENTERM TES• 1.SMWM AIM=In IM Q 40 CENEERIIM;ZAND ALTe7LNAlE tN`I'LOCK MAY BE M LEU OF FFV IDCIGS OR FDR ANY SPAN DCONNECWNETAILS off o r ¢ N t 3 x e o r o * v r x AT ANY ELEVATION.AL lE tACK Y BE USED AS AN RiSIOE OR LACK.ATTACRU M OF LOCK MCWOES USING NFORCINO tOC AS SHOWN DN SECIKSN FMJ SIkET 0,WNCH MUST i SHEET 11 TVP. f1Rl HEIGHT. CONNECTED TO CEN//IFR►MTES ANO W/ 1/4'9-20 x 1 1/2'tOF1C S.S.TNRFJOED BOLT Wf 7/8r x 3/32` OF CORNER iM)IWUM OABOVE AND4BELWY1L60E6`PAN. OF 11W0 LOC1/OlHL RODS At DDODIFu15 AWIVNOTOR 1Y ATORY. CENTERMATE 10•��+�•��+®°t ;. �W ONE ALT£RMIE HD LOCK 3Q MhW USED 1N UEU OF q�`/~`©°�®`O7 • NV LOCK3�OR TDR ANY SAM AND INSML1TM AT ANY 4EVATION.N.TERNATE HP LOCK Q,f�VAY BE USED l'yJ•�a�• ®�,,•�s1.1 a AND WWAM E-rM OVM% SIIa1M ON SLxWW FDO-1AS M It,= LOM AnACMENT'OF 00 I=�AFID �wj SIEET 3/r lOCK WlY 6E RSTHIED AT ®•�°��•®°�l'.�J•RJ°�� MDSPAN OR Ur MAXIMW OEM OR ABOVE WOSPAR.USE OF LOCIOFKS RODS®IS COIWWMY OPTOUL TYPICAL-A) HY BLADE _SHUTTER ELEVATION - _ tuNUINr FLORIDA BURDINO CODE tty/w4h VeloeAy tl/rricene tone .y`�•.( ..',Ii q,A O 2015 FIS M METAL SUPPLY.INC. ;��'�tA•�ICEN•'•Ct���; BERTHA HVw �iL E C d laa� AwSTI.S.A. 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L+ L- L+ t- L+ L- L+ L-" DEtERtaDLE MOWNSMH 1='t7 M SCHEDULE 30 OR LEV IW-W 1M-O" 16'-0- 16'-0• 30 16'-0` 161-0' 30 161-0• 76'-0' eL FMAL MAXIMIN AUAWAKE SPAN IS EQUAL TO TRE ` -10' 7V-2' IIW-0• 35 ti'-10' i4'-70` 35 15-2' 16'-Icr 0 Mmom SHUTTER SPAN lt'OR'L-'FOR AMUM QERRWRED SPAN BETWEEN'L+*AND 40 13'-ib' 13'-10" 14-2• r12-14-- 65 40 13'-10' 13'-10• 40 14-2- 10'-2" INSTALLATIONS N70 WOOD`uFWl BE UAfIEO TO 45 73-1- 3-Y 4S 13'-4- 14`-3' 103 gsr.AS.O DESIGN PRESSURE PATILdG. {3)PROCEDURE TO OBEI HE WAIUM SPAN FOR 50 17-5' 12'-S' /2-er 50 12'-5" 12•-S- 50 12'-3' 13-1• w/j:L Al10NS M BEWFfN W/U.IR)UNhNGS Wj FtODRJ#itlNG itOamN7S: 55 it'-to' i1-1o' tY-1' 55 1t-1(• 1T-/o` 55 11'-1' 11-it' 60 N'-4' 11'-4' 1,1-1' 60 1k`-4' IV-4! 60 70'-2' 70-t]' FOR A GIVEN POSITIVE AS O.DESIGN PRESSURE 70'-f0- 10'-10• 11'-1- 65 17-70' 10•-10' 65 9•-5' 1W-1- UA�074 1C_g 10'-!< 10'-9' 7Q 10'-6' 10'-6' 70 ti-9" 9--4' OE7ERMItE: ':' W CORNER C84MMATE}3 MAY BE USED AT ALL L%+-MAX.SPAN FOR BALL MOUNTING IHSTALtATM& 75 to•-1" 10-1' fol-4" 1 11-1- 75 1g'-1- 10-/• 73 - 6•'-g• MOUNTING INSTAUATIONS.LOCIONG SPEVf)CAT1oNS Lx++MAX.SPAN FOR ROOR/CMM9 MOUNTING 8o 9'-to W-10' 10'-O' I lo'-9' 80 W-70` 9'-10• SAL DE AS NDR'ATED ON MANDATORY CONDITION 12 INSTATLUWNS 83 9'-6' 9'-0' W-9' I 10'-S• 85 9'•'e• 9'-6' NOTE/3.SHEET S. FOR A GIVEN NEGATNEASA.DESIGN PRESSURE 90 9-r 9'-r W-5 AW-11 90 w r 9'-3' RATING. DEI 95 9'-0' 8-9• W-2' 85 9'-0' 6'-g' MW Lt-•.1AUf.SPAN FOR WAl1.MOUNTING INS11A7l.A178NS. 100 6'-9` 0'-4' W-0' 9•-7' 100 8-9' W-+' La--MAX.SPIN FOR FLOOR/CEILING MOUNTING 105 6'-7' r-11• 6'-S• 9'-4' 106 6•-7' r-11 110 6•-4' 7-7 >r�- 9'-2` 110 8-4' Y-7' SEPARATION TO GLASS SCHEDULE 115 0'-2' r-3` . 8'-4` W-11' 115 W-2' 71-W MINIMFINAL MAXIMUM ALLOWAILE 47. IS EQUAL l0 1TIE 7J3FIIMtrii BETWEEN 1ti;'fs+','Lt--'AND 12-• 124 1 6•-W a--Il- 1t-2- 61-9' 120 61-w 6-11 MINIMUM 125 r-to' 6'-6• 6'-0- 6'-5' 126 7•-w- W-W WIND ZONE (4)Go To ANCHOR saMLE WITH nNAL MAIOMUM 130 T-6• 8 S' 7'-ttr e'-t' 130 7'-6' 9';i' ASTM E-1996 SEPARATION ALOWADtE SPAN AND fEGAIM A.S.O. DESIGN 135 7-7' 6-2" r-9' r-9' 135 r-7__ 6'-z• TO GLASS ARE ItA1WG TO OEIERunE MAXIMUM ANCHOR 140 r--S" S•-11' r-7' r-6` 140 r-5' 145 r-r 5-g• 7--5' r-3• 145 r-r 5'-e• 1 THRU 3 150 T-2- 5•-7' T-4- ISO 150 r-2' 5'-7" 155 71-0• e:-S 7'-2' W-.V 155 7'-O• I S'-5` 160 W-11• S-2' T-Y 6'-T 160 6-11` 1 W-2' 185 6•-70' S'»7- 7'-0' W-4' 165 6'-10' I 8'-t• 170 6'-g' 4'-11• 6'-11' 6'-2• 170 6-9' 175 IV T• 4-4- W-9- W-W 175 6'-7' 180 -8-0' - 4'--6' 6'-9' S'-10' 180 -61-6- .185 6'-6'. 185 W-.r- 4-6'. 6'-7'- 5'-8' 185 - 6•-S' 4-6'- - - R -_A (�rr -190 B'-4•- 4•�D,•- -6•x.6•- -5•-6'_-`_ 190 8,=4"-t'-5•-_---- - _ __-- i� -- 'H LJ�!"L V E. 195 S-S' 4-3` 8-5" W-5' ISYS 0'-3- 4-3• . 200 6'-2• 4•-2' 8'-4' S'-3' 21X1 6'-2' 4•-2• 205 0'-i' 4'-1' 6'-S' S'-1` 205 1 6'-t- 4'-11' . FiMIDA 6UILDINO CODE Non HI h Velocity Hurricane Zone) O 2016 EMU METAL SUPPLY.INC. IL E C a»r�. AxSwSwAw Accordion Shutter System V.GLADE 1 N DRVIO H.V.HNNIN BLADE R TRV.WX Amertaun Shutter Sydems , on DKQN gn KL l € TiLL1T TESTING 4l ENGINEERING COMPANY Aeeoolatton• Ine. t ata 11-w oyrs/Is wee 04/13/15 -a STAT OF '�= ame xM reu st.s1.3D%VISM GON01 t ROM 331 -_. 4268 Westroods Drive ___ _ DRAWING No V,e+'•.;t A�•; *�'L' o-maDc Latxoeaotean West Palm Reach, FL 33407 3 Fs+s•......��{;y�ar vualrRxED-w719 Pe 4 15-'084 P.E. S�Y ildWI�RE/DATE �"a""* i 441m s SHEEP e 12 OF 28 MMIUWA SPACIMh A WIEN MAX PW SPAN. DESM NEWMAOM ANJIMMUMOMRSHESPOMMID CUMCME OR CONCRETE BLOCK IMAIIA11ONS CONCR= (SM 11DUN1W A,8.0.D,*10 F ON WIV 0 PNM COMREWJCDNCR K= ANCHOM SP=ft LBNNrj TAPOON OR SILL HMWMUN I ISWLL WAM NWKnW (b)WALL XUONO Ippmu.SILLTH Nrwnw TAPOOM WMf MVANCW SIM W/ W/ UOtxIlNO RE40M 1030HRM (4) cc" LIMAD 146 A" WMAM LOW AS40.DESIGN HEMUM A no AS&DESIGN Lwa(00101, A&M I E I U to&4110 (060 Au.Powe Sam-SQ 140100175190 1201110 203 30140160 73 90 120 100 2015 30 40 80 73 G0 Its 160!2 30140160175190,M 11101011 30140 So 173 100 111 1801294 30140;60 17511011201t60IM5 SLUE TAP 1 8 6 0 0 14 112 110 9 5 13 1618 14 12 4 12 10 l'9 IQ a a 14112 1019 5 X-ar if 1 a 3 6' 0 14112110 9 a 8 IS 10 14 12 _W_F_F_F_r-F 14 12 to 1 0 16 a a a 112 19 a a a to- a a a a a I a a a TAPPIR+ t RR U-1 ill W114 2 19 a a a t4juj1a IIIIIII Is 14 12 10 11 a 'a a 0 a tog a 0 a a 3 112 10 9 8 a I IQ, -8 a a 1411211019 18 8 5 0 14112 1 to 9 0 1 111 is 14 12 to 0 -F-r-r ♦ 12 1010 6 8 8.- 112 to g- 5 6 16 a 8, 8 a a 6 a 7. 10is to o 8 4 111 a ID a a a a 12 1019 9 7 111 0 ■ 7 56 14 L2 a 8 8 6 4- 14 12110 0 a a a w w TO a Is 14 12 9. a a 35 12 to 9 a a a a a 8 a a a 4. 12- :+a A_4.3 - 4 12110 9 8 8- 8 4 14 ta W_r a 8 R 12 0 1 a - - 12 9 a a 5 _ _F a _r a a a 4 14 12 1 a 8 6 4 12 1 IQ 9 0 a s 4 14 la go 9 8 a 6 "V 74-TF To--F`-8 2 _+ a a a a a 14 12 1010 In .1-10 a Al L 3 7 IN 8 4".5 - 121 0 0 8 8 0 &5 1 12 10 1 9 8 6 5 0 14 12 10 9 TA - 12 to 7.6 Gal- a a a a 74 50_r"r 14 12 1019 Is 8 4.5 - 14 12 1 to 9 8 a a SUA 12 1019 0 8 18 T-Tr w w-r 6 7 12 10 9 a a I a a a a a a a a a, Q`SEE MX.WR 14 12 a SA - - 14 12110 9 8 8 U - 14 2 0 5 3 ,1* W 0 12 10 9 8 7 SPEECWUrAwMS 14 9 a a 1%4 12110 9 8 a I 3A 14 12 16 9 8 a 0 8 Ir 12 14- 2 solo V&a 3 4 12110 9 14 U 10 F'-r 8 0 M?ZI 4 - - - 14 12 K8 7A as 34 - - a a W 44 U 41 12 1010 8 M 14 12110 9 8 AS 14 12 10 8 -5 5 4 6 14 Iff 10 0 16 4 14 12 to .11. 0 5 4 - 8 a a a 4 12 AD IQ 8 3 14 12110 9 a a L a a 7A 14 12 10 AS 141 12 10 9 I4j% - - - ,12 10 • 7A 4 - 0 6 a 4 7A 5.8 4 3 14112,40 19 a a 14 12110 0. a - - 8 4 14 12 10 a a 145 14 12 AGII 0 1 5 14 12 tD. 1 72 1019 9 4 tf 92110 0 a 6.5 3 14 12 10 9 a a a - I &W 4A - Iz a 8A So - a 5 a &a 3 a 12 to 1 Q, a 4 4.12116 9 8 L5 3 14 11 10 _9 0 a a 14, 12 10 i 1 - - - 14 to 9 8 7 Wr-a -a 8 7.5 6 4 12 1010 43 - 141$2114 9 a 4 - 14 11 10 9 4 7 4 14 t2 10 5A, - - - - 14.12- 10 0 GA - a a a 70-r W to'1-9 _12 14 12 V9 17Z U5 4 12110 0 8 4 _!2 to- *_ 6 8 0 14 112 26 4 - - - - 14 12_00- 7 -8 -7 _r-4 4 *2 1019 I&S 3 4 12 1 to 0 8 4A 14 111 10 9 a a 14 11 7 14 _Lf� 7 SZ 3,5 3.5 12 10 19 ISA - 14 12110 9 8 45 14 In 10 6 8 &1- 14 12 10 7 4 _Z_ 7 T4_ 12 W a a 3 -8 a 8 0 0 7A 7 4 14 12- 1531.3 14, 12110 9 8 - 14 112 10 S. a ms 14 12 as 3 - - - - 14-T2-WF-r 4 - - - 8 5 8 1 Da 4 3 - *SEE LlUffAMRS OF USE FOR 74 v 1 9 a - - - 14 12110 _9'7- 4 t4 III 10, 9 -F T_ 14 12 93 - - - - - 1L.L2 GA 744 44 MADE OMN-SHK�WU 2WO 14 - -- - - - .L a a W 6 43 .!2 10 8A I - - - 14 12 110 9 is- - to - - - 13 M 4 - 13 DA�R a - - - - a 8 KO 5 4.3 -10 _F W= -- -- 12 to SA 4 - - - 4 12 10 9 7.5 - - - 14 12 to a - - - 14 12 ID 5 - - - 14 12 - t 8 6 a as a 14 12 as 4 - - - - 14 12 10 0 43 14 12 10 9 74 14 IIS4.51- .14 IIA TA 4 =-0 a 735-4 -r 7, 14 12 10 8 -4 14 12 12. a 7 R:W12 TWO- a l4i 12 5 1- 114.12.3 Ob - - - - F 'BIN_r rf"r2 EF-9 as t !1- 9 Ks Z - -114 It TWO- a 7Z- DA -I- 14 12 94 5 33 - - - 14.12 A 9 53 -114 12 go 9 a 12 7 1- - - 112110 74 5 1 a 8 8 a 73 48 44__12_ -jr - - - - 14112 10 6 3 - - - 14 12 1* a a CA 3 1- It 7 33 -I-I-I- 5 6 7 5.5 4A as -'-Z- 1W TV2_ W 3 14112 10 9 Z - - - 14 12.10.9 s I -I- It 7A - -'I-I-I- _8 a 7.3 - - 14 12 7 114 1 Ill 0 - - - - - 14 21101- - - - - a - '- I-I- - 8 a 6 4 3A - - - ITW T2_ 14112 to - - - - - R'12 110 1- - - - - 12 a 4. 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AnSmSmAn Accordion shutter system W RM A W1 OR W/O 11Y.WKXW OM&KV.wx t American Shutter Systema - ^_STATE 151 'nuir TWING& ENSIMEARING COMPANY VASwsx 9@ 0336 Mt 30ft,St..S1L Wk 131G1ft VVIDGM 110M311 Assocklittgn. Inc. I OLD 1!-fm Phom I(368)67I-I630.I'm;(30)87I-1531 4268 Wastroads Dive 2 _."a"Uvao"TAW. West Pofm Deach, Ft. 33407 3 DRAWING No '-nF SiV ED 19 un.11.M nS 0 WATM A 000" 4 15-084 T nORIDA Lt.9 44147 3 SHEET • 13-OF 26 BPFCIFWA71ONS gU ANCHOR REQUIREMENTS:POUREb CONCRETE OR CONCREFEBLOCK 3U88TRATE8 ISM 4 0.A N 011 MM•0.7) 1.ANCHORS TO SL18STRATE SHAHL HE AS FOL10Mtti` 7oatFO oa=tBYICCNCMU Meat Palm 1:at1aIE1E - (A) TO EQSi9iG POUttED COHCREfE(ih fo+3 a0 EQWALL SIU. MOUNMNG @CEILING MOUNTING On-OOR WUNiiNG -1/4"T 1AP00N oR 7APCON WREL ADVAT1pm DRFJIOPDRM TBCBNOLBOr ANCHORS As MANUFACIIIRED Irf IT.X BDIUTEr (un fo a 3 1� � j4h x 3js'Ail tADMs SOkIO-SET AHCIWRS„AS D45TRlBIttE6 8Y A!L POOtIS SCA4i,6�pLT e[SP�N.tY COMPANY.{MrrL fc-Sat) ASA - 1/4h'BLIUE TM CQNCRgE ANCIWITS W/CJda A5 WMUFACRk1ED BY FIORa1 F.ASIF71FR3 OPFLT,DHC(IOn.fe 21®1) 30 40 W 173190 12011001M 3D 40 30 73 00 120 100 203 30 40 a0 73 $0 120 100 IN UPCON OR TNREAOFURM 7 `^tj4h TAPPEt+AN1ClHORS AS NtAMRPCtiJRFD BY POWERS FASTEGFRS,BHC.,AMD DSTRBIREO 8Y ASL PONS^SCREW.BOER at SPELV4,TY f t i 1 i e 9 6TApooN win,mwmCOMPANY OR ANY ODER APPROVED LECEiSED OR AURH4ftQED VFNOOR RBOSIEIED WIM TINE AN86GVi SHUTTER 5YSiF31S ASSOCWglE HC. 3•-0' 4 12 10 9 0 e e 14112 10 a 0 e e a 1{ 11 0 a a i 6 R (1AT0.fo-3 111) OR LEM 14 1Z 10 9 s a i 6. 14112 1 9 0 8 6 4 1 10 D e 0 i 3 14 1Z 10 0 4 d e 7 141112 10 9 d e 13 • 4 12 1 9 6 e i d BLUE TAP W CAP NOTES: At)I�P1ddl DOMMENT INN POURED CONCRETE OF TAPCON OR WCO N WIT"ADYANCFD TWAAFOT63 TEdiMUM MICHOR9 ANO TAPPEIN, 44 72 10 9 6 7 6A 3A 14 7 70 0 8 6 6 4 t1 9 0 a s 6 ANCHORS IS 1 311 AND FOR BLUE TAP W/CAP ANCHORS IS 7 112: 4!-0' 74 IZ t0 9 e a d 14 f 10 9 d a d 14 12 0 9 6 e 6 ss 4 12 10 9 0 0 a 4 14112 10 0 '6 a 6 44 14 12 10 9 d 6 4 3e A2)MMM EMBEDMENT OF 1/4 h x 314'ALL POINTS SOLA-SET ANCHORS SHALL K 7/8'INN IM POORER MOCREIL NO EMBEDMENT ! 12 to 9 0 a a 48 14112 10 9 0 0 5 SA 4 12 10 9 6 a 8 4A INTO SNCCO SHALL BE PERIr M 1/4h-20 S.S.MACHINE SCREVI USED a7HALL.BE 1 1/Y LM M*M M Stioun snm OW.AND 14 12 1 0 30.6 JA - 14112 10 a e e 14 12 1 0 8A •� 9 n!aR 1'1NNOMM FOR WALLS WRM NO SNCOO •`0' t4 12 t0 4 a s 6 6 14112 t0 9 6 a 6 14 11 10 9 O B i 44 14 12 SO 9 d 7, 4 - 14112, 10 9 sA 0 14 12 10 d 8515 3 AS)H CASE THAT PRBCA4f ST011♦;PRECAST CONCRETE PAME19,PAVERS OR ANY 4E171FR BE FIO1dD THE E>04TINO WNL OR MOOR. 11 12 10 9 6 7A 4A - 14 f t0 9 6 a 'e 4 12 70 9 0 6 4S 13 lttCNORS$HALL BE LONG ENOUGH TO RPM THE WM SSRUCNlTE MM SAID WUL FMft�SHptL ffi AS HDIC11E0 ON 1411111317.3. ± - - 4112 0 9 a 7A M-4 14 1 t0 9 0 42 33 NOTES At &Al)AWOL FOR DMAIUTIOMi ON VTNTL MM OR ETES VMH OR MOM METAL STUDS CONSIM THS ENGINEER.FOR 14M1101.9 a 6 - 14 12 t0 9 0 6 a O 14 I2 10 9 d 0.6 6 34 MST INTO EFS WITH FETAL STUDS SETT SHEET 26A % t2 11019 lA 3 - 14 1Z t0 6.6 7 33 4 3 14112 6.6 673 4 3 - 7D F>05TRHO CONCRETE BUOCIE(ASTM C-W) 1411211019 e a - - 14112 10 0 0 mi 7b t4 12 10 a 6 4 - �) M 11218 6A SA 3 - - 4 12 10 9 a ds 4A 33 14 12 7D e 7 6 -/j4�TAF'COH OR TAA 70M ADVANCED 100.) IG M TEMINDI M AN COM AS MANUFACTURED 74Y(LW."ID}�C. 1 4'1 x 3/4*ALL POINTS SO Ili ANGORS.AS DORU IIB Of ALL POWs SCFEY.BOLT t SmKTY COMPANY. 14 12 10 0 e 6 - - 14 12 10 9 0 7 3 4 14 12 I 0 7A 3A 4 3 _1/4'0 I TAP CONCRETE ANCHDRS W/CAI AS 1AANUFACIUM BY FLORIDA FASIDI 8 OIRETCT.W- 1#1111161" IC. 14 12 16 d 6A 4 - - 14 42 • 7A 6 4 - 1 A 7 7 3A - - / f4 7 t 68 7 4' - - t{ i2 10 9 A ab 4 - { i2 f 7 7A 4A - - -t/4h TAPPER+ANCHORS AS MUI1FAOitIFtED BY POIA971S FASTENERS.HC..AND DISTHtHUIED BY ALL POINTS SCIei1M.BOLT h SPEWLL7Y 14 1/ 7 - 1 12 10 9 74 eA 4" - 1 12 7 d J - OO4P11NY OR ANY OTHER APPR04TD UCEESED OR AUnHORQEI VENDOR WON 716 AIIET6O01 SHUTTER SYSIEIS ASSOCIATION.DIG e.�. t4 t2 10 9 e as - !4 12 to 9 6 d 4 - 14 12 leis 63 a 33 - IO1F5: _ 14 f7 A 7 3e 3 - - 14 12 6 6A aA 4 3 - 26 9A a 6 { 3 - - &1)WNYME OMMIENT INTO CONCRETE BLOCK OF TAPCON.OLUE TAP W/CAP AM MM AND IMM+ANCHM IS i//4'AND TAt3MN 14 I2 A d - - 14 11 95 d MA 5 - - 14 12 a 6 6.6 4 _ 77tH ADVANCED viviDtNOIM TECHHD4A"A IORDR$5 1•. 13 a3 63 5 3A - - 14 12 i0 d GA.a - - 14 0 83 6 4 14 11 10 9 a - - - H 12 10 9 7A {e - - 14 12 a8 aA 4 - - &2)MMON EMBEDMENT OF 1/4'0 x 314'ALL POINTS: -SET AHt3f�SHALL BE ENTIRELY MOM OTO THE CONCRETE MOM NO 14 to 7A 6 - - - 14 31 7 6.6 d 3A - - 11 6 ALS 4A 3A - - - DOMME7F INTO MUDDO SHWI BE POMMM 1/4'6-20 S.&MAOOK SCREW USED SHALL BE 11/Y MO MUM M SNOUIO MU000 14 12 a CS - - - 14 12 as 7 SA 4 - - f{ 0A 7 33 6 4A - - EXIST.AND t'UMEaM FOR WAILS WIRI NO STUCCO, 1 35 4 - - 14112 9 7 0 - - 14 11 7 aA 4A 3A - 10•-O' 14 2 to 0 74 - - - 14 12 to a 6A 0 - - 14 12 a 0 6 4 - - 0.3)IN CASE THAT PRECAST 51016 PROMST CONCRETE PANES,PAYERS OR ANY VENEER BE FOUND ON THE E70S16T0 WALL OR F100R. 14 7 6 33 - - 13 9s 6s 6 4 3 - - to 7A 3 4 3 - ANCHORS SH I L BE ll1ND ENOUGH TO RUM THE UM STRUCTURE SOW SAD WALL FMHSHHM ANCHORAGE SHALL L BE AS MDiCAIM ON 14 11 7A a3 - - - - t4 1A 9 6 a 4 - - 0A 6 5 4 4 - - 1EOTE3 Di)&B2)ASMI FOR RWAtUT10HES ON VHri STDi10 OR BPS IOM OR WITHOUT MM SI 1mS CONSULT THIS EIMEER. OA 6 6 - - 4 12 6 as se 4 - - 13 10 0 4 3 - FOR IMMAIDGON ONO WS MTM METAL$MOS SEE$MEET 2811. 14 12 t0 - - - 14 12 9 7 a 4A - - 14 504 7 aA 48 3A TT'-•O' 26 9A 3 - - 12 9 6 4b ♦ 3 - - 9 7 4A 3A 3 - •(C) ANCHORS SHALL BE MMM FOLLONAW ALL OF THE RBWMMEDAIR MS AND SPECrATIONS OF TIE ANGORS MAMWACIUMM 14 10 7 - - - - 14 Os 7 &Z 44 - - - to 6A eA 4A 7b -- - 7 431- - 1{ 1A 7A 6 - 12 9 a 45 SEE SPACING FOR 12•-0• f4 12 to - - - - t 12 a ie 66 - - - t t0 13 3 - - - EDGE 01STAy{,'E VERSUS SPACING$CkEDM POR ANCHORSI 4A 66 4A - - - - is a 33 4 36 - - - a a 4 3 - •- - - {�yMW rMMt SPACFM:S ARE VAD FOR ET1GE DIBTpNCES RAIGOED DEM.FOR E 0.LESS IMA N TIE MICATE,D,RMC ANCHOR SPAWN 3e 9b 0 •- - - - 13.03 63 0 4 - - d a 4 - - - - BY MM YIo qUZ 1,7 O.ON 513EDIAE BY DE PoLLOWNO FAMMM 1 a6 7 - 11 da am 43 REDUCED N F tD7 9C i17a4 7149!IHf{BiN SPAC a ICKM1D M I"JTNCtiOR 13•-0 fi t2 - - - - - - 14 1A 74 a 6 - - - 12 0 6 4s 4 - - - ACNR 0A a - - - - 10 7A 5 4 3 - =-L-7A 4 3 - - - - ACM41. aA LOL a3 - - - - - - is 9 i 4A 4 - - - 93 7 a 4 - - - - DiCEDGETANCE TAPCON 1 n TECHNOLOGY ALL POINT SOUS SEf BLllE TAP TT/CM TIPPER+ 93 65 - - - - DA 7 4 - - - - EEA MM.SPAM-3' EOG,SPACING-Y SPACNO-3 1/2' Ni SPACI D 3 31e 4' 1 12 - - - - 14 leis 7 - - •- 7 14-0' ID 7A - - .- 7 4tH 38 - - - 7 6 3A 3 •• - - - BtDC1 FoamEMIY am ATE A E�ItmEAa31f.1' Zam lA a - 1 D 43 ^+ a 43 - YHit MN 191 Y 6 _ _ _ _ 7 4A - - - - - h1314r' to _-- -a" _ -, 1.0 -- 0.78 _ _ -1.0_., - 0.84- --1A 1a•--0• 6 s - - BLADE OA1 to 0.67 1A - -_ _6...-4-.� .. - : �_ r _�. _ _ _ _-__ -0.71 - - - _ - _ - 0JS1._ li.. UNISON�_ f - - ' .. 8.4.7c18'-0am - 0.35 FLORIDA BUILDING CODE m Nigh Vetp Narltcone Zone 0 7013 EASTERN METAL SUPPLY.INC_ /� BERTHA HV u _ /7OTE C a ,AwS-Sn,A,= Accordion Shutter System V.BODE t TT OR TI 0 M.MMN BLADE✓t N4.OLVE Amerll:on Shutter syltfeme W"at: NL TiWT TESTING aR ENGINEERING COMPANY • O4 13? Aaww1affon. Ina. I OLD Ili 01/3/3 LWT[. 1 5 STATE Of _ _m_aa K■.Sea.at,c1.Jw.wrowt uumwl.Maaw an i Pbm't(JW)071=fa6o:Fm :{Jaa)s7i-EAI!' 4268 Wastrood6 Olive -I- DRAWING No •......••,aC3`���•� Eo-DOo 19c9A West Palm Beach, FL 33A47 4 �6J^0�4 AA/ tslONAL j N WPL �"167 5 SHEEF P.E. S'dtt/IBkANA'f��tEJDATE - i- - A. MID MUn NS OP-USE FOR ROMA L.tial ASA OESL(OC PRE59117tC RA7LrR t11Q,-110 PBA 2.INK SHUM SPN!Be" ' 3.AUOM NOUNTLMR A D.O a N ON SOUS B.7.AS WELL AS NOU TNGS K 06 T.U Ca w ON SRI=1s a I& ,�{{pp,u�o OwlWf�1UW BICUIVED OW ORM AOCI=SIM OFF at V TYP.EA END I I • I {S"AI tCt£4. FER AIIDESFM T OMS?t i S 51QWN SHM 2 (B)MOL CLEARANCE{TWItTOP OR 80V=MGE OF W WINDOW MADEG I / OF AW 3.0 HCtE FOR q#SHA L RE t2. NDIDDN DIAflE® (ate L aIADE COMM CUT fMY STARTERS AT E2,DS WY aE tM ! / (a)IN w>FDQB{�IDIADE®RM BE BSM ALMaTE W A*•AGED W WZE ti��, �} ufoj w SNURE7Y'9 won S t LES sltMl ALWAYS W 0A5TRMED ADMINT TO A SCUD HV g, , / 7� • .• • • • � t AT E+MER sTGE aF 7Fd. 7 q�1x1 (h POLYCARemye W W""®SJNLL R:{NSfALLEA SD 7Fy�T/a5 LACE SEE IND 9 1tE www w THE OPO M BETFaD PROI-fEA FN ftM&(4SY=EE {{y��� . ♦ ONLY DISTNLED AAO LOCMD two A 4w SEnLMB TOOL PQTtDTD IN ASS&. COIDIEDIM T 1MIr tr iiiad 6 SEE AROM SPACND SCIIMU FOR WAIIATIM NTo WOOD ERNE 1HMM pad MU :2 SHM &14 UMED 01 SPM AND ASD DESM LOAD(SFE P a3$ 7.SEE ANCHOR SPACUM SCFMFDUM IWC NSDIIATIDNS BID FOURED �" aONCJ1ETE 6R LONCRETE BLOCK WALL ON 9aM 43&14 AS UUND BY SPNt AND ASD DMBN BMD(SM WIE5 1 E 2 ABDA4a. ( E 6 LMSLt1A SEPARATION 70"ASS SCHWU PCR ASTM E-12M TYP TO a 8084 ) W tl1��(F}-�—`�, W#W ZCW KNMUN SE MTO N1O CLASS D H wv'l,/J) NUUIIEa 1 TM J 1' ELEVATION4 6,2a' E)OSRHB GLASS SCAin"CN am 12 FOR KADE4D • �„�..-.�.,,�� _— ABO tN SFiET 2b Epi HAOFSQAdI- p 1 t `\ 4 bw•T'U � CEt�BEI3iAlES�,� ",.`�i.,.._...+''r � � • w/a�CMTE s AOauE} rim - - - __- - - — TIPIE;AI -HY-9L�4DE—y�L_RKIN(1 UNISON=V�(I I��JLW11 - BLADE— -SWUTiER*N.T.S. FLaRIDA 10lNO CODE on Nth Velocity Nurr(cone e ```,Y`11Y1Y1aUEErENaAAAA''j`'''' 6 2015 FASIF.TiN YETAL SUPPLY,TOC. BERTHA HVL+ 1'ie. Eco N� A.SR1rS.A. Accordion Shutter System t gyp. V.BADE 11 B OR V/0 H11 144AOM BADE (LV.WaE do EtiGiNEERiHG COMPANY Amedcan shutter Systema DOM Or ALL *: _ 7ILU7 TESTING Asaoolatlon. Ino. t OLD Mt-BAA a/n/M am o4 1s 1a + am W/.38tH JL.Si,.JOB.WICAwA1 CAROB.tCA31A 331 taws: (30M71-1530.FOx.(36S)57t-153t 4288 Westmeds Dn"ve s DRAWING No P" FCORIO ' Mail:�'caft"°P"' West Palm Beach, FL 33407 -3- -- - ..., - , '�.,�``Z" Et)-a0O8719 , 1 5--084 yry ss... ••• imnv A.1RLMT Jr.T:£ P.E. Ah /DATE 7LOFWA uO p 41107 i SHEET 4 - Florida Build rig Code Online HE BCIS Home 1 Log In 1 User Registration Hot Topics Submit Surcharge Stats&Fans It Publications s FBC Staff i SCIS Site Map Links Search Business`L ProfesSal Product Approval USER:Public User Reg uiation I-VTONZIM-1 M., ProddM Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 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 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 i Validation Checklist-Hardcopy',Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 12005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code httpllwww.floridatUiding.orgfpdpr app O.aspx?param=wGMQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 1/2 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 Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 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 11 A,S.S.A. INC. DRWG,15-086.r)d 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 F1389 RS AEA.S.S.A, INC. P.E.R. DRWG.15-086.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blacle,5'-2"for 110 psf ASO load for HV3 blade w/o window blade and 8'41"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. ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 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 II A.S.S.A. INC. DRWG.15-085&d 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'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG, 15-085 HV.i)df 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 7-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HVI and HVIA 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 t racks COMBO- (Non-HVHZ)-Drwg 15-084 (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. DRWG.15-084.r)df 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'z-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC, P.E.R. QRWG.15-084.pd 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 us 1940 North Monroe Street,Tallahasseg FL 32399 Phone:850-487-1824 The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statemen ::Accessibility StaLqment 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 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 dick here. Product Approval Accepts: No ro 99 M http:/Aw^v.fforidabdldirig.orgtpr/pr_ppp aspx?param=wGE\/XQvADqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 212 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: NOA or FL# - /t ADDRESS 6b b (;a v;p 7Lti G� NOA or FL# CITY/STATE I P1. /f��C2 NOA or FL# CLADDING TYPE: p vw Ica .—C-41 NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vult) 160 [?la a, IN�LIE, I . 1� D.5,_i` " . / j ;� ? ROLL DOWNS, WINDOWS, MULLIONS, EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS ENCLOSED BUILDING GCpi= +0.18 <=10SF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE (ZONE 4+5) 41.0 � 39.2 '' 36.7 NEGATIVE PRESSURE INTERIOR ZONE 4 —50.0 xx ' ' � sy'¢ ` r ( ) ` -� ��4 � -47.9 � � 8�;7 � -45.2 NEGATIVE PRESSURE (END ZONE 5) G " , -52.0 i;"?-57.5 ' � > PARTIALLY ENCLOSED BUILDING GCpi=±0,55 <-10SF_ IOSF><=20SF - .20SF><=50SF POSITIVE PRESSURE ( ZONE 4+5) 53.92, 52.02 49.6x „ NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 ,h8� —62.3 —59.6331 NEGATIVE PRESSURE (END ZONE 5) —76.1 L, —72.0 , _ t. LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES -- - - -- 8/10/2015 UNIT SAUTTIRt PRESSURES OP 86040 SEZE SHUTTER SHUTTER —SRUMTEM ST $ ANCHM PANELS * TYPE WXR HEIGHT SPAN * REQ $PACIK3 BtJLTEi} ! A �c --.3 ?.-ta 73 S z 6 `-C? " t? opt .�i f '37 qlo q b ql_o Ll u ?3 63 �s" 72 '�p '` Coastal Shutters And Stuff (772) 335-9198 Port St. Lucie 772 461-2116 Fort Pierce CUSTOMER'S NAME PRODUCT LAYOUT SHEET r o�»s} I i I - CO,-L I 1 During installation we must have access in and I ACKNOWLEDGE AND UNDERSTAND THE ABOVE out of property for good installation. Owner, or someone with authority, must be � � present during installation to inspect and pay balance due. CUSTOMERS SIGNATURE