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FILE COPY GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHDWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUIL ING CODE INS ACCORAID 4 SHUTTER SYSTEM SHAD.NOT BE INSTALLED AT RICH VELOCNY HURRICANE ZONES. CONTENTS DESIGN WIND LOADS SHALL BE.DETERMINED AS PER SECTION 1620 OF THE ABOVE MENRONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SWITER WILL TA�,LLE OF CON iTEN S BE INSTAU.ED WITH A DIKC140 A M FACTOR M-0.85,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS WOICAED ON SHEETS 11, 12, 1J, 14. 15. 19& 20. IN ORDER TO VERIFY THE AHOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINER!PER ASCE 7-10 SMALL BE FIRST REDUCED TO ASA.DESIGN WIND LOADS Am •L W,BLOM(D AL W By MULTIPLYING THEA BY 0.6 IN ORMTO COMPARE THESE W/VAX.(AS.0)DESIGN PRESSURE,PATINGS INDICATED ON SHEETS 11. 12. 13, 14. 15, 119&20. GENERAL NOTES SHEET 1 IN ORDER To VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O..AS TESTED.WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR'MND LOADS WAS W USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HPMEVER.A WIND DURAYM FACTOR CO.1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR VIAND AND LMGE MISSILE IMPACT LOAD HAS BEEN VERIFESTEM COMPONENTS 21 D IN ACCORDANCE\WTH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICALSTEM SHUTTER ASSEMBLY 31-44 SHEET 4 ATL REPORTS: TYPICAL.VANODW BLADE&WINDOW DETAIL -HV BLADE(D 10214.01-03,10716.01-03. /1004.01-05. 11214.01-03,(0317.02-OOr 10809.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-20.7 PROTOCOLS AND ASTM E-lees AREA 22.HV nl,AL75'CSS M }{V VANWW 13LA4E-tA fr 11R AND E-199a STANDARDS(MISSILE LEVEL 0,WIND 20NNS i,2&3)&11220.01-10 As PER TAS 201.203 a<203 PROTOCOLS LARGE MISSILE. (WHdtE APPWMUa -HV WINDOW BLADE (�li /0505.011-08 AS PER ASTM E-1888 AND E-1996-(IMISSIE LEVEL 0.WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 10726.01-88 AS PER IAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.C"ETE/BLOC({ SHEET 6 2.W BLADE 0IND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EkCH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA HV.ACCORDION PINS(NN SCREWS),USED AT OWES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SMALL BE 114k2.7S'AND 1140.75'RESPECTIVELY,410-HF MINIMUM SERIES CENTERMATE DETAILS NY SHEET 8 STAINLESS STEEL SCREWS WITH 135.8 kat YIELD STRENGTH AND IGO kat TENSILE STRENGTH.PINS SKALL BE COATED WITH BERTHA HY OACROSMELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM VITRUSONS$HALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6053-T6 ALLOY IS 30.0 k6i AND 35.7 k4P FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHIN t0 6005-75 ALLAY, MAXIMUM SPAN TABLES SHEET IT ANCHOR SCHEDULE-CONCRETE 6: BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL.AS PER DIN 50018 WITH 50 kal LIN.YIELD STRENGTH AND 90 k6i MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SEC710H 2411.13.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kd MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SREEPS FOR-ANCHOR SPECIFICATIONSI MH BLADE(1): 12,13,14,15 AND 20 INSTAuAT10T4 DETARS M-R,WOOD SHEET 16 HN MADE d&(q .WORKING N UNISON: 12. 13& 15- INSTALLATION DETAILS S-X,WOOD MEET 17 8.THIS BERTH4 H.V.ACCORDION SPLUTTER SYSTEM SEARS A U.S,PATENT18"779,562.COMPONENTS OF 1765 APPROVAL ARE COVERED, N WHOLE OR IN PANE 8Y U.S.-PATENT 15'+56;1179 ISSUED 7O EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 SUPPLY, METAL SUPPLY,INC. S:IT SHALL BE-THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNONESS OF THE STRUCTURE WHERE SHUIM IS TO BE-ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEA./CAULK "A;., w witim-i ung Q g=_ ALL SHUTTER COMPONENT EDGES=WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE OUILOING TO PREVENT WINO/RALNANTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH TROT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD ARFs.4�},H( w(NOOV�,�J�nj�'n ON(Y CENTFRMATES AND ENGAGE OR LOCK ALL HV AND ND LOCKS. It.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETA0.S, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE 12.NERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SINAL COMPLY WITH SPECS INOICATEO IN THIS ORAWINO PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDEO BY THE JUIIS0ICGON WHERE PERMIT IS APPLIED TO. 13.(a) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENETIC AND GOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:La.WHERE THE SITE CONDITIONS CEVNTE FROM T14E•REM . (D)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS.P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RIESPONS181LITY. (C) THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. VSffe SPEC6TO PROJECTS SHAW.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR A"I ECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O•R.)FOR THE PROJECT AND WHO WILL BE SPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGAIM ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 0)TM P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEH.AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF MORO THAT PREPARED IT. FL(M(A BU CMNon High Velocity NMTricone Zone \\ K�a A. .I•,��.• ©2011'EASTERN ANAL SUPPLY.INC. C �� 1 L E C 0 i l��. A,. ■A.S.S.A.T■A. Accordion Shutter Saswm \`I\��,�.�,1C ENSU;:T y�i EIV.9,A10E T W DR W/0 H� BADE r -2: AmertDLm Shutter Systems T NNIA.G. TILLR TESTING & ENGINEERING COMPANY AsB00I0tion, (n0. 1 OLD I1-063 H 11 OIVE2 11 29 11 ~ I S7 7• 6W5 N.V.3M.5L,Su.30.%"M URDOM Raga\33108 ` PHms:{303)971-1570.fax 1(30S)S71-1531 4288 Westroods OnSe x ±.c SDP '•�4�L\\\ 6-ma:t�1wMn West Palm Beach, FL 33407 3 DRAIMNC No 11-192 WALTER A nur a..PX_ P.E' NdfDATE FLORIDA Ue.0"167 a SHEET 3%FDA wale o � � " 1• 00' .00 .Slb• 's OQ Hy 9Q',/1R AR:ER soL44�L@tAt�E 3 ` "• LIFIED COVERED UNDER US PATENT d 179 QUALIFIEHV D FOR USE W/ 8LJDE T # hV TLV BLADE AOR USE W/ 1 6005—T5 ALLOY ER_. U FIE FOW HV 11063-76 ALLOY AND TEMPER 'SE ii SE OF BLADE ON SHEET T9 -6 ALLOY T TEMPER 12" 114' 8083-TE ALLOY-AND TEMPER 0E5' 842 8 1a !,. h Am '1 '�• y o.72• S• a QUALIFIED FOR USE WWALK—WOa ,� My 8 "�t7C3=TtLOY AND TEMPER QUALIFIED FOR USE W/ HV QUALIFIED 55• BLADE(1) QUAUFiED FO USE W HV QUALIFIED FOR E W/ 6053-T6 ALLOY AAD TEMPER 13LADE(1)ONLY. O NY [WHOUARD BLADE(1) bOd3—Ta ALLOY XN0 TEMPER OUAUfTED FORU E W/HV 6063-16 ALLOY A PER wits, BLADE VARIES 1.436• 6083—Tfi AWN0 0 TEMPER x. � Obi' Ow8 .083• .043' ' . .Too i .100. _L7 _ Am. 670 •I' oso" ' r, Qp.•I E10 670 _ .5 _ J32• ./. 11 HV-CEI N T HEADER �� FOR.USE-W/ A 13 HQ CEILING NUDE. MSILL Q UFIEO FOR USE Wj HV GLAD£T 0 QUAllft£0 FOR USE-W/ HV BLADE ONLY 6063—TB ALLOY AND TEMP 4UAUfiEO FOR USE WJ HV BLADE(D � . ILL SEE SECTIONS FOR VAUDI SEE SECTIONS FOR VALIDITY. QUALIFIEDFUSE W HV 5063—T6 ALLOY AND TEMPER 6063—T6 ALLOY AND TEMPER BLADE T ONLY. 6063-76 ALLOY AND TEMPER COMPONENT A 8 T1 WL%MN.INK t t' i' .0822' 2• ,125• Q 2" 5•MAX, 1/B• 1/8" ]• 1 J' 0.040' 11 0 2' 5'MM. 0.162' 0.192" . SIDS ANGLES Zip CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM AHOLES G 2'5• 7•MAIL 0'190' 0•19o" 2�1t'tIiAUFlEO FOR USE W/ NV BLADE(D QUALIFIED M USE W/ W BLADE(f) 6063T% ALLOY AND TEMPER . BLADEUI ONLY. ® 2• '6•MA%. 0.132• 0,131" 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Non Ili h Velocity Hurricane Zone itr44Nniiiri 02011 EASTERN METAL SUPPLY,INc. 4A HVTM 1� •. /71TILE C0116,;. . N . Accordion Shutter S stem /1V4c/�¢}87 HV. BLADE#1 W/OR W/O H.V.WINDQW BLADE Amrlrrtaan Slluttar Systems N TILLIT TESTING h ENGINEERNO COMPANY N tM6CRtFf10N arc 6aAwt+en A0. i * * . Assoslatlorr4 Inc. 1 OLD 11-063 n /n 6e1E a z4 n 4365..a 34M f4 7-355.VIAaMM d oom nomm 33144 o = Plwae:(3057871-1530.Fa.-(305}871-03f 4268 Wcstfaads Drive a DRAWING No �'•. GRID , 4-m%E54me4o1.cam West Palm Beach. FL 33407 3 __.o''•.,l P.:''k.�'.1 E1-0008710 11-182 P. S •t G`?j1/DATE MDL0j"ilei 5 SHEET -20 cw 2 2 0 y S Eu � .745" 0 1 4.-� 4ffo wim0'0tomP ' t10M ,012. NN00. 454. .SIBSIM cnlfm e EIRMS %%*"%R (aNE ) 21 HV CENTERMATE Av 1 r-� a PlAM) QUAUFiED FOR USE W/HV BLADE I ONLY 2NV FLOATIHO CENTERMATE LOCK 6063-T6 ALLOY AND TEMPE OUAtAED FOR USE W/ HV BLADE t & ONLY 3' 67" QUA UFlED FOR 5E W/HV QUALIFIED�O R U W/ HV 6063-T6 ALLOY AND TEMPE BLADEi� ONLY. BLADE(I & ONLY. IFIED FOR USE W BLADE t ONLY Ig. 2,874 AND TEMPER 1 5' 4.043` 2• -EJOtp 2.070' .753' �q P 80`AFTER RNETINO 1/4-9-20 x 3/4' RNA j �� " N"i 4. 144!g-20 RIVNUTO *SERES 044 ALUIMIUM(A04443 ALLOY)WCE AANW TNN i_ 1760` "2* SLEET Numna,PMT I Oslo.ILLS NAINFA wMD 81'MlXL PLAN FRONT ELEVATION � '� WQK dTE ` s Cww Toam.PARSIPPENY."Ov JEpSEY 07054 OR ECUILL. ca HV SAA T pLi CE ERMATE ,g�__L�O�eK I'�1L-4age IVE.Lo LOCKER t<OR "j" LOCK CEHjEgM� QUALIFIED FOR USE W/ HV TEMPER 1 ONLY m/ ELMLE©QUPUFlER FOR USE Wj HY BLADE 7 ONLY 6083-T6 ALLOY ANO TEMPER QUALIFIED FOR USE Wj HV BLADE(I}ONLY QUAUFlEO F R USE WAUFlEp F I USE W HV TT�r iELAt)E I ONLY. 6063-T6 ALLOY-AND TEMPER 8063-Ts ALLOY AND TEMPE W/HY'81ADE ONLY. t ,017" • _A6] 17` CYUNDEA.OR ,,"V- KEY CYLINDER 214' '" � .545` OWS'Nin. I .125•max. ti YLOCROD R5 �ao C QUALIFIED W/ HV 8 6 I do A QUALIFIED FOR USE W/ HV BLADE 1 dL 8 -TB ALLOY ANp TEMPER ' 6063-76 ALLOY AND TEMPER VAi6E5, tt•MOT. QUALIFIED FOR USE W/ HV BLARE 1 h L-Tmc� T� 6063-T6 ALLOY AA ER Iloo, BEV /2' �NOIU�RN OR KEY In CYLINDER 41�.acKlNo ROQL1 ., i.71 Naz- 5`M i/4 0HD LOCK FOR USE wj HV I »3-T6 AJ a - —� ET L 'SE�•T�E 29 AIS1 394BY REGEM HARDWARE MORTISE LOT2C5 SERtE5 2335 HOOK BOLT LOCK. ATIONE A 7/16" HOLE ��r� �IOsL� LtlSCAES QUAURED FOR USE W/HV BLADF( kPER EMBEDMENT QUALIFIED FOR USE W HV BLADE(01) QUALIFIED FFOR USE W/HV BLADE T(7 FLORIDA BUILDING CODE Non Nigh VelocityHurricane =one IIIli1�(�I A. C/ Q'I20it EASTERN METAL SUPPLY, INC `14L_.1Q�• _ 141r1�t �r �■ Accordion Shutter System KV. �{—+•�0�1�67 = .-- MADE#I W OR w/o KV WNW RADE 4 Arnitiltali Shutter Systems .N cwmoN oAtt lwnvfL er A o. c* TILLR TESTING dL ENGINEERING COMPANY d STATE nF :` 076 H.W.3%k st•S1••306•YAWfA&VWOOR FLOPG 331aa Assaalation, Ino. 1 OLD it-063 H I aTe: 11/29/is •y ?- PAaas:{]05)871-1530.Fa■:(305)871-1531 426$ Westroods drive t DRAWING No O '`.,F W tl •-n ai:ulecu0001.eem West Palm Beach, FL 33407 5 11-192 A G •� •.<ORIOP• �• t 18-o0o07i0 4 F�IS,�..........•NL it WALTEN A.TwT Jr.P.E. P.E' !ll��fDATE H.CMDA LIa./44167 ` SHEET (� NOTES ON RV LOCKS AND CENTERMATES: a�'�°'® 1. ONE HV LOCK Q or SWI BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 21 OR 12'A80NE OR OVIV /2 OF SHUTTER SPAN SPANS UP TO 105',AHD FOR INSGLI�iTIONS�T ANY ELEVATION. HV LOCK(2,ar¢�MAY SP uSED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO fit,?OR Q$ CF3NTEiTMATES Wj(2S T j4'sd-20 x 1 J2"LONG FLAT HEAD S.S. M.S, LOCATION OF LOCK SHNL BE AS IFTDICATED ON �a� IYPkAL SHUTTER ELEVATION. 2. IF DESIRED, fOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO-TWO FIV �a LOCKS Oft" BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERLNTES '0 �SHALL BE AS INDICATED ON NOT£_(1)ABOVE, LOG ION OF LOCKS SHALL 8E AS INQICA DON TYPICAL.SHUTTER ELEVATION. mama=Comm LOCKING RODS ARE NOT REQUIRED AT RRICANE POSITION, BUT MAY 4 S a!0 �4, O1 E USED IF D TO'ENHA E SHUTTER PERF MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). 4 ONE tNY LOCK f�} t 8E USED AT GARNER CENTERMATES FOR ANY SPAN AND INSTA TI NS AT AN ELEVATION. I7V LOCK ar RBHALL BE USED AS AN OUTSIDE OR WSIDE LOCK, ATTACHED TOQJ CORNER CENTERMATE W/(2) 1/4 0-20 x 111V LONG FLAT HEAD S.S,M.S.TWO LOCKING RODS AT TOP At 80 OM SMALL BE USED.LOCATION OF LOCK SHALT.BE AS INDICATED ON MVA SHUTTER ELEVATION. 8 MAKNMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEOLILEs SHOWN ON SHEET 12. e pal s. Mimi a QNE ALTERNATE KV LOCK_ MAY OE ED XN LIEU OF HV LOCK a OR ANY SP AND 1 sib l INST TIONS AT ANY ELEVATION.u NATE LDpE MAY BE USED AS LVID OR OUTSIDE LOCK,ATTACHMENT � $Q OF 1/4'0-200/4' S.S.THUMBSCREW TO 0 OR Qj CENTERMATES SWILL BE MME W/ I/4'#-204/4"ALUM. 'Bpi RIVNUT As SHOWN ON SECTION fryE,SHEET B.ONE lock SHALL BE USED AT 1J2 of SHUTTERSPAN OR TWO tl1I� LOCKS AT 1/3 OF SHUTTER SPAN. 6.- ONE 1N LOCK 0)or"®or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR-ANY SFAN OX 12'ABOVE OIK-HFU.OW 1/2-OF SHUTTER SPAN FOR SPANS UP TO W.AND INSTALLATIONS AT ANY ELEVATION. HV LOCK®ar or®NAY 8E USED AS AN IN91DE OR OUTSIDE LOCK,ATTACHED Tor or or SYMMETRICAL CENTERMATES W/(2) 114'-20 x 1/2'LONG FLAT HEAD S.S. SEE END J M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 0 W/ CONNECTION OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. OEM.ON A r : N I 3 x t P • v w x SHEETS 10 At IS TYP.NULL „ *NQIES1 �2 .. N..Hy -T--- r1SS AND CENTS MATES: OF CORNER' I. uNwan CENTERNATE 9 ONE ALTERNATE HV`T'LOCK MAY BE INS IN LIEU OF ITV LOCKS OR FOR ANY SPAN AND IRSTALLATI! AT ANY EL&1lAAON,AL NATE LOCK Lt9 Y BE USED AS AN tNS!M OR OU DE LOCK,ATTACHMENT lJv Of I.aCK( INCLUDES USING R©NfORCINC tOCKEii- AS SHOWN ON BECKON VNO,SHEET 9,WHICH MUST BE TO« $a «0-0.0- CONNECTEQ TO CENTERMATES 0 AND�W/ t/4"11-O x 1 1/2'LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR0-204*.147BELOW S$.M.S, NTO A 1/4'4x S/8'RMUT, tOCK MAY BE INSTALLED AT MOSPAN OR 12" ®«O r 0-@>0 a@ .(0.®�jy a MAXIMUM A80 AN0 BELOW MIDSPAN. USE OF 1W0 LOCNIN6 RODS®TOP AND BOTOM IS MANDATORY. *NOTES ON No LOCKS CDa{i��� i I. KLjQO �Tr'f a! ;ONE ALTERNATE HD LOCK Q MWRE•USEQ IN UEU OF IYEICA� (I �y BLADE SHU1TE EL VABON HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATEDN,ATERNAE HD LOCK(4 MAY BE USED N.T.S. AS AN INSIDE OR OUtS10 LOCK.ATTACHMENT OF HD LOCK TO H IS W/3/8 x 3/8"F.H.S,S,M.S.,AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIOW HDB- AND OC--HVC,SHEET 10.LOCK KAY BE tNSIWM AT • , MIDSPAN IA 12'MAXIMUM BELOW OR ABOVE MOM.USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL. FWRIDA Nu on IfIgh Velocity Uncone n8 LLI1JQ �R T�r x12011 FilSi£RN UETAL SUPPLY,INC. '�,iCEI�SF �r TM '- /__TZ E C 4.B,C. ., , Accordion lADE#1WO Shutter System wv All /IT w/OR W/O KY.YdPIJ7x4 BtonE Ar I - j ti Amortcan Shutter 5y PernaVATX CRAM frt� AD r *' TILUT TESTING B ENGINEERING COMPANY TA OF • Association. Inc. 1 0l0 11-083 II I CAM: 11/29/11 \ 133E N.W.3W EL.Ste.M.VOG M aL4M%nOM 3311E \ 4268 Wastroods Drive s Phone:N305}e7T-1530.Fax:t3aSD871-telt DRAWING No S•.• OR... ;1�N61%j%7� -011: o:•� West Palm Baach, FL 33407-00087 ` 11-192 1—192 LS'/�.t'`E�ULLLL WL1ER A.TUT P.E. a !#rl/A {GDGNREfQAIE FLORIDA !44Le� 0 SHEET CONCRETE ANCHORS COt7CRETE (SE OUt SHEET t3) ;� '-1�at: EXISTING i . ' �t0 anN2 t 1 11EauReo a�GB -1 it FCR 4 }la CLASS---q "�� r1 aSHM In o T A1>PLICIBLE E)aSnMGGLASS �, m• '- Iii I; 9 1 LWAIDOR j10v3/4'MEA WER f i I 09 OR t L 7/e u tEK scREw3 0_:20.C. ; 8 EASE OF ' •15'1{ APPLICABLE t 6 ♦ )f (SEE CONCRETE 13) F EDGE OF EARSTINO ' , i' OF ' It SLAB F GLASS- 4I SLAB IF t/z 1 EDGE APPLICABLE APA1CABl,E F --l1� W am O_ E � POURED WAVEJD. �,�� LLAT HEAD CONCRETE ANCHORS smentiz ON' Iev�MtMt Ra 1 OR CONCRETE / REOWRm [IATHEAD CONCRETE ANCHORS REQUIRED SCHEDULEME ON SHEET i4) e14t3oE I REaWRED E.D.L D.t (SEE SCHEDULE ON SHEET 14) 11 �„F ,jN j�STALLATiON Q y WALK--MR INSTALLATION �ONLY SU UP TO+74,FOR PSF rs.o. I V FLOOR IN ALLATION t SCHEDULE PRESSURE ET II &POR SPANS PER SCHEOuIE aa,SHEET R1 COvt NCRETE ANCHORS ANCHORS "1::. toum --.i 1rc t y O ff,,[wt.3rAuunot....•--.._. (5 Sdtmt7LE OR )/Las rtM 9 IC —TAPoon w taffii>14' 'n) IFIle—cu �,.'J .�.. _ .... SHEET ) IR DUICFO t �„EIASSG R ;(9+>:mmu[a1gtlm'�1n 1 �O '-'-r--� Tea�OUXar as m mW/ORD" I' ttx.12AIeAINN m f 17/4'AfDlBFn1EM tWt{ "t11R SOtWLtM /t} L 0.4 FOR UP TO e-4'YVNM OjWnA •_ r•1 i t{W(. ' 4tl'-0'UP 10"�WIN.-MRM AT 131TN fA9R3ER FFM 9 i ♦ t 10x3 4'HEX t (11P:)-(GM N ON SLEET It B �µ� I/2' OR nx 0. t t1l0.SENAW NAIL /14N31t4• HEX NEM 1 8' .• :. TEK SCREWS a 9.O.C. __ ___ } .1•.• !•,• 1/sb-20°]/4"g)IS / ' TMCRE(E-tSiCHORS _ 6 +Q 14A/4'.S.D.S. _ / '+'_. OR 4'4-2Q S.S.N.S. t 1 4' 119kG)!4't-20[MS W/NUf a 9'O.C. i (SEE SCHEDULE ON 1 7 e 9`0.C. 1 ow. y a t2'O.C. -- -----' siEET 14} 7-@ 1/2• ). t7 /, , �• 2.00•')Alt:. o"VLALLG Tf1IIRII(a5f oiaATIIWK EDGE DF V r•:.•1.•. E.D. SIL) fum CONCRETE 1 7 8` 1 7/9' t —SLAB IF /14t3f4"F.H.S.MS. ..i" CONCRETE ANCHORS SEE NOTE 13(E) O 9°a.CVE. R[0aNE9 O. D POURED CONCRETE DR CONCRETE fNLOCH SHEET 14SEE ) OR ON ON SHEET i POt62m COt€RETE ON SHEET IJ(b) RR CON(UIRED OR CONCRETE SLOCk OPTIONAL POURED W FL R tN ON REOUIRmUfNR, Ic�TPAS„l1TION CONCRETE (� � OPR IN�TAUMI O HV WALL WALK-OVER INSTALLATION REGUIREo NAYNNXN SHIRIFA SPIN e'-0' �Y RAINGUARQ INSTALLATION t 1� RNt1F FOR 9OHIt[NA11 _OF SECTION% •E.D.-EDGE DISTANCE t WF PF FOPoNED ,. _ ..� I- SSE SHEEP 4 FOR TYPICAL SFIUTTFII (SETT SPECIACATIONS ON SHEET 13) . EENT ' aPER18lE E7tR D W,IL ON ESU a FOR. ASSENBLY OR }�1 INSTALLATION DETAIISS,�V Z d) HV SLADE 2-MOUNTING SECTIONS CAH BE COMBINED IN ANY wAY To SUIT ANY INSTALLATION. IAIIii�r RORN Ol11CODERon High Velocity Hurricane Zone [z/7 (02011 EASTERN}iEFAt SUPPLY,INC BEIFaaa '.�.�. �}GEN$F�.,•�'� I�nlll�lrf - a s s a Accordion ShutterT&Stctn .! + KV.aADE#1 W/OR W/O KV. Wax American Shutter Systems k k ORA� : T{CL)T TESTTNd k ENGINEERING CBNPATSY •• S of OF 1 0:�.` 9x9 Nx sm,St.St.105,WONA CAROM.r1A1R0I 33196 Association, Inc. I OLD 11-063 11 49 1 ME: 11/29/ii O', PN9»:(306n-1576.Fav:(305)871-1531 4288 Westroods Drive 3 ORAWINO No F 1�I,I •-mon[(0ttcooatLaam West Polm Beach, FL 33407 a 11-192 •'•• St ••. I M-0016714 '�,'S/01VA1 E ,tt'I �A`u�{i1667 a SHEET F.E. /ss(sFL{ruRE/DATE 67 20 ODS OUT w IN—] `r EXISTING Mass INSTALLATIONS W/ HV M 1aL I ` ® EE 10t1tS®' ANo ALILANAIE In Lacx®an slaEr a. BMATES, *SLAM ES DETAIL APS O VALIDo q®a,O.OaOn110 •0a Q SEE END WALL CONNECTION �-EXISTING GossON SHE ---------------------- ------------------71:� 2•.2h1/11)A2 I O•®6R®'®a0'® 31/4' 7• 61/2' 7. (666ALLOY)ALUI.GNICRETE A"G'tN� 1{0'•0 V2• CA®'® �NOP�NGSYMMETRYCAL BOTroN) /lo.a 4•s.N.s.0 12•(4)/10.I/2'sAA.s.To -- dC.FULL LENCHT. WJ Ai EACI1 ANGLE.(TYP) 5 � 35 I[V j 3 3 i 5 * 1 1 1/ �� 1/2• r a ® 3 ®q r q© * _ -`(,L���oA®a©•�7�3aa 8�an10 •�a � _O AUT _ �.:/'®°A®r_(V� �r®°� q an�q 6��f�a© 10•®a � POURED CONCRETE OR - ©r O•©°1�/r©r 1 r O a®'@-0-0 - FE)USRNC GLASS CONCRETE BLOCK WALL CLASS g .��®r�jq �J� s SYMMETRICAL IN 6«7�•®a�6 r7���a—F------- � NAI.SEPARATION- • 5 EXL511NG C - 6 ®•®a0.®on®•6/I q TO CHE 7J' W7ERlOTt O ® ® 0-0-@® -•.:/� (SEE SCHEDULE OPTIONAL 8 • q • q 1 • ON SHEEP II) MIN.SEPARATION ® q TO GLASS (SEE SCHEDULE I OPTIONAL OR • ----] ON SHEET I T) (INTERIOR) ---—-—_ _ OUT ---- ------- ---------- OOHCRETE ANCHORS o VARIES I 3 * * q I RIOR) OUT * 6 1/2'MAX.SLACK • AUT 5 - I IYT** MD F10MA EULDING CME Non High Velocity Hurricane Zone P;T.([/T✓-= 02011 EASTERN METAL SUPPLY.INC. �ceNSF 9 A S A Accordion BEF Shutter System /-TUECO I INe. ■ ■ ■ ■ Itv MADE#I W/OR W/O H.V.WNW RADE ' v * TILLIT TESTING g ENGINEERING COMPANY Am*rican Shutter Systems K re 66AWn wo. . M.WKIM�� 6.eL,31.. camas•naaoA aalee Association. Inc. t OLD It-00 ease H.W.6.W.34 11 I OAfE 11 29 11 'o Phm.:(30s)67I-t330.r.. (363)871-133t 4268 Westroads Drive 2 .p�L.,F(Qp►O .` 1.11t� �-"0��C~�^ West Palm Beach, FL 33407 3 DRAWING No ........ I,I WALTER A.TMLT Jr.P.E. a 11-192 P.E' Q TllI�E/DATE FLORIDA U./44167 6 SHEET $(,H A i F Lit Mum�iltl � SCHEDULE ` MAXIMUM SHUTTER SPAN 'L+' OR 'L-" MAXIMUM SHUTTER SPAN* 'L+' XIMUM SHUTTER SPAN*'L+" (ft.. FOR INSTALLATIONS W/ OR 'L (ft.) FOR R X. (ft.) INSTALLATIONS MIS?A.•TIDu L .= CENTERMATES ® dc ® or or INSTALLATIONS W/ EML CONCRETE & W/ONE H.V. LOCK ® or® or or W/ ONE HV LOCKS MANSORY WOOD (IPI sRIVE A.S D DESMON ALLOWABLE ESSSWE RATING, GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE NV LOCK or or OR W/ NO LOCKING L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ® & ®W/ ONE HV "T" W/ NO LOC G RO S® OS WALL A. B• C• D. E• M. N. 0, P, 0, A.S.D.DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS® TOP & (SEE NOTES t.tt) MOUNTING F. K & L R. S. & V. BOTTOM SEE NOTES tftl (VALID FOR MOUNTING(D SHEET 7) FLOOR/CEILING C, H, I, 11,.J (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRETE&WOOD T. U. W & X MALL MOUNTINGS (TOP/BOTTOM)OR FLOOR/CEUJNG: u•n41M1 CONCRETE&WOOD BMTALATIONS KXSMI CONCRETE MOUNTING & M "s0`o49r41 •SAL on" A.S.D..On m INSTALLATIONS- GIVEN A POSITIVE 0.50. DESIGN PRESSURE RATING, ARA" WALL MOUNTING MfL%//� ►�c VALL MOUNTING ns ttOpR/Ct77N0 NWNRNO DETERMINE MAXIMUM SPAN 1+'FROM SCHEDULE. rlaoR/tflura uOumNo Wu.) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. (*aR-) (•oA-) (•oR-) FLOOR IIOUNNNO DETERMINE MAXIMUM SPAN 'L--'FROM SCHEDULE. L t A L- L t L- L f O L- Lf L- O MAXIMUM SHUTTER SPAN 1+'OR -L FOR 30 OR LESS 18'-0' 18'-O' 16'-0* 16-0 30 16'-0• 16'-0 30 16'-W 18'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALIMABLE SPIN IS EQUAL TO THE IV-1 • '-0' 35 14'-10' 14'-10' 35 151-2' 16'-10' 105 pd.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 1+'AND 1-'. 40 t]'-10' 0--lo' 14'-2' 15'-2 40 13•-fo• 13'-10' -10 1V-2' le'-2' (3)PROCEDURE To DETERMINE MAXIMUM SPAN FOR 17114-- - - 45 13'-1• 13'-1' 45 13'-4' 14•-3' t NV CORNER CENTERMATE/3 MAY BE USED AT]ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS50 12'-5' 12'-s' 12'-8• 1]-7' 50 12'-5' 12'-5' 50 12'-3' 13•-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEIUNG NOUNnNGS: 55 I1'-10' 11•-to• 12'-1' 12'-11• 55 11'-,0• I1'-10' 55 11'-1' 11'-11• SHALL BE AS INDICATED ON MANDATORY CONDITION FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 80 11'-4' 11'-4' 1 11•-7' 12-4' _ 60 11•-4' 11'-4' eo 10'-2' lo'-It' NOTE /5.SHEET 5. RATING: 65 t0'-10' 10'-10' 1 V-1' t l'-11' 65 10'-10' lo'-10' d5 9'-5' 10'-1' DETERMINE 70 10'-8' 10'-6' 10'-9' t1•-5• 70 l0'-e' 10'-6' 70 8•-8' 9-4' L1+�MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+�MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1' 10'-1' 1 10'-4' 11'-1' 75 10'-1' 101-1' 75 - '0'-B' tt EXCEPT THAT MAXIMUM%WIER SPM!1+"OR INSTALLATIONS. 80 9'-10" 9'-10• 101-0' 10'-91 80 W-10' 9'-10' 1-'AND MA NUM A.S.D.DtSING PRESSURE HATING FOR 85 FOR A GIVEN NEGANE A.S.D.DESIGN PRESSURE 8'-6' 9'-8• W-9^ 10'-B' 85 9'-6' 9'-d' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 _ 9'-3' 9'-3' 91-5, 10'-1' _ 90 9'-3' 9'-3' SHNL BE LIMITED AS FOLLOWS: DETERMINE: 95 0'-0-' B'-9' 9'-2' 9•-10' 95 9' o 6'-9• 1- CONNECTIONS TO KEYSTONE MOUNTING U1 MAX. SPAN FOR WALL�MOUNTING INSTALLATIONS 100 _ B'-9 8'-4' 9'-0• W-7' 100 81-9- -B'-4' LIMITED TO +84,-72 p.e.f.AND 8'-0" SPAN, SEE L2 MAX. SPAN G_ FOR FLOOR/CEILINMOUNTING MOUNTING©-ON SHEET 7. INSTALLATIONS. 105 6'-7' 7'-11' 8'-9' 9'-4' 105 8'-7• 7'-11' 110 8'-4' V-7• 8'-7 9'-2• 110 8'-4" 7'-7' FINAL MAXIMUM ALLONABLE SPAN IS EQUAL TO THE 115 -8'-2' 7'-J• 8'-4- 8'-11'. 115 8'-2' 7'-3' MINIMUM BETWEEN.•L1+',12+. 'L1=AND '1.2-' 120 '8'-0' 8'-11' e'-2' e'-9'- 120 6'-0' W-11' SEPA�j-tON TO -G AS- SCF#�DULE - - 125 V-10' 6'-8' e'-O' W-5' 125 7'-10' W-8' (4)GO TO AN6HOR SCHEDULE WITH FINAL MAXIMUM _ ALLOWABLE-SPAN AND NEGATIVE A.S.D. DESIGN- 130 7'-6' 6'-s' 7'-10' 6'-1' 130 7'-8• 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 V-7' e'-2' 7•-9• 7-9' 135 7'-7' W-2• WIND ZONE MINIMUM SPACING. 140 7'-5• 5--11' ra• 7-6• 140 7'-5' W-n' ASTM E-1996 SEPARATION 145 7'-3' 5'-9' 7'-5' 1 7'-Y 145 7'-3' 5•-9' TO GLASS 150 7'-2' 5'-7• 7'-4• 7•-0' 150 7'-2' 5'-7- 155 T-O' s'-5' 7'-2' 0'-9' 155 7'-0' 5'-5' 1 THRU 3 „ 160 6'-11' W-2' 7•-1' 6'-7' too 8'-11' 1 5'-2' . 165 W-10' 5'-1• 7'-0' 6'-4' 165 W-10^'I W-1' 170 6'-9' V=11' 6=11' W-2' -170 61-91 V-11• . 175 8'-7" 4'-9' 61_9• 1 175 e'_7' e'-6^ 4-9• 10 HV BLADE 1B0 8'-6' 4=6' s'1--I0o' LEO 185 ta5 a-r 4'-e' 190 6'-4" 4'-S 6•-6' 1 1'-6' 190 6'-4' 4'-5'- 95 a'-3" 4'-3' ' e'-5' S'-5' 195 ]-2- 2 0U e'-2• 4-2' V-4' 5'-Y200 6'-2'205S'-1' 205 6-1• -1' FLORIDA BUILD HQG CODE Non High Velocity Hurricane Zone 11111YI, •TI(���-._ ®2011 EASTERN METAL SUPPLY.INC. ...,�GENS�:;v9BERTHA HVTm IL E C O tNc. A■S■S■A■ Accordion Shutter System _ H.V. BLADE#1 W OR W/O HN.WNDDN OU DE *` Amertoon Shutter Systems9@14—W1111" LTC aurA1 er,Nay. .o. •a �'�.4ytrl *; TILLIT TESTING & ENGINEERING COMPANY AetOOTOtiOn Inc. t OLD t 1-OeJ 11 29 1 TIME f l 29 t t �F �^,� Liu N.7.x15.s1,51..30%WO M GAADM NORM W:ee � 1 Pho :(305)571-1530.For:(305)371-1531 4268 Westroods Orlve 2 -;�;s.......R)..:�\�11,14 •-^^® �qL�^ West Polm BeOch, FL 33407 3 DRAWING No % S ANAL G�,,1' 11-192 ' ` ' RFLOIUM Lie.�I44167 Pr.. p P.E. S1jJ(t'/bltll9D(IURE/DATE4 SHEET J, SPAN SPECIFlCATTONS ON ANCHOR REQUIREMENTS POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE maws"L 0,At H am SHMM a a 7) 1.ANCHORS To SUBSTRATE SHALL BE AS FOLLOWS: POutm IGa1 PKM 01c OM (A) TO DOSTINO POURED CONCRETE:(Min.Pt.3 W (9)WAE� OQ LL SILL MOUNTING CEiUNG MOUNTING Ili FLOOR TAOUNTiNG - TAPCON Oq TAPIXIN WRRi ADVANCED THpEAOFCNM TEGNNOLOOY ANCHORS AS MANUFACTURED 6Y I.T.W.SULDEX.(Nm. ra-1LI�VP x Sf4'ALLt`BUPAHY.(N1n.t't-3b(� - 'LUETAP CONCREFa-2 MQ30 40 TO 75 90 120 160 205 30 40 60 78 00 120 160 205 75 90 120 160 205 TAPCONTAPCON OR WITH ANCED TAPPER+ANCHORSCREW,8C-T!k SPECtAtttI1RRFitOFGRMY ANY OR ANY ODNER APPROVED F3CFNSED f7tt AUDH01aXED VENDOR RECNSTHREO MLN THE AMdeGIN SHUTTER 9YStEMS ASSOGMTION,INC. 3'-O' l; i2 10 9 6 a e a If 12 f0 9 a e e a 14 12 10 0 a a 6 aALL POINTS 541D_SET (W Pc 3 MI) OR 14 11 t0 9 a e e.14112 40 9 a e a e 14 12 10 9 a e a 5 BLUE TAP YT/CAP NOTES: - 14 I2 to 0 a a e 7 14 12 t 9 • e 14 12 io 9 e s. a a AA)MINWUN EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREAMIUI tECM1060GY ANCHOM AND TAPPER+ 14 f 21101 P A 7 3.6 3.5114112 to 1 0 e a e 14 12 10 P 8 a 6 6 TAPPER+ ANCHORS IS 1 3/4*,AND FOR BLUE TAP Wf CAP ANCHORS IS 1 I J2`. 4•_0+ 14 12 10 9 a 6 5 a I4 12 10 9 4 a a a 14 12 10 P 6 a a 5.6 14 a to e e a e 4 u t2 to e e e e ee u a 10 P e a 4 3.e A2)MINORUM EMBEDMENT OF 1/4'!1 A 3/4'ALL POINTS SOLA-SET ANCHORS MALL BE 7/a'INTO THE PORED COHMETE.NO EMBEDMENT 1 11 t0 4 II a a 4.b t{ 12 0 9 A e a bb 14 12 0 0 8 e 4 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHAU.BE 1 1/2'IONG MINIMUM SHOULD STUCCO EXIST.AND t4 ii 0 9 7A 8b Jb - 14 12 10 B b a 14 12 10 6 93 4 • OF 1'MINIMUM FOR%ALLS WITH NO STUCCO. 12 10 B 0 a e 14 11 9 a b D 4a 14 12 t4 9 a 8 4 4,6 MADE 801 10 is tx m s a 7 4 - 14112 Io 9 a e3 6 14 12 10 a as a 33 a A.3)IN CASE THAT PRECAST StONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VETBER BE FOHG.B•ON THE EXISTING WALL OR FLOOR, 14 12 19 a 6 7A 4A - 14 12 10- B e 0 e 4A 14 12 10 P e a 43 3.7 ACHORS-SHALL.BE LONG ENOUGH TO REIM THE MAIN STRUCTURE BEHIND SAID WALL TUNES.ANCHORAGE SHAD.BE AS-WOWED ON 14 !2 7,S 8b +.S - - i{ 12 10 9 a 7.5 S 4 14 12 t0 9 a 8 43 3.b NOTES Ai}6:A2}APLOVE.TOR INSfAL.lA1pN5 ON VINYL SIOINfi OR BES WITH OR k1TH0UT NERAL STUDS CONSULT THK ENGIN FOR a,�r 14 1 10 9 A a 6 - I4 11 1 0 e e e 4 12 10 a eA 6 INSTAI-A110N INTO OTS WITH METAL STUDS.SEE SHEET 20. f4 12 14 0 73 3A 3 - 14 12 t0 a3 7 5.6 4 3 14 12 a aS eA 4 3 14 12 111 9 e a - 14 t2 10 9 e e a -1,75 14 T2 la 4 s 4 (B) TO EXISTING CONCRETE BLOCK:(AM C-90) 14 1 a e.s 33 - "14-712-1a B a e3 4.5 I4 T2 Ia a 7 6 - I/4Y TAPCON OR TAPCON WON ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.8U40FA. 7'-0• 14 12 10 9 a a - - 14 i2 O 9 a 7 0 4 I4 12 Ig 4 75 a5 4 3 - 1/4'0 9 314`ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL.POINTS SCREW.90LT @ SPECIALTY COMPANY. 14 12 10 a 6.5 4 - - 14 12 9 7.5 4 43 3 - 14 0.5 7 Sb 43 3.6 - - 1/4'f BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA fA57ENFRS DIRECT,GIC. 14 t2 10 63 7 4 - - 14 12 t0 a 7.5 53 4 - 1a 9 7 73 ab - - - IJ<i TAPPfR+AHCFtORS AS MANUFACTURED BY POWERS fAS1ENER4.INC..ANO DISTRIBUTED BY NL POINT5 SCREW.BOLT k SPECULTY 4 1 7 S3 { - 14 12 4 4 7,4 4. - 14 12 9 7 6 4.6 COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHOAIXED VENDOR REGISTERED WITH THE AIERCAN SI9 M SYSTEMS ASSOCIATION.INC. 4 12 to 0 A 6b - - 14 11 18 'S 8 6 4 - 14 12 t0 a 65 5 3A - NOTES: 4 12 6.3 7 SS J - - 14 12 a a.6 6 4 3 - 1 0, a 8 4 3 - - 0.1)MINIMUM EMBEDMENT INTO CONCRETE BLOM OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPERt ANCHORS IS t 1/4`AND TAPCON f4 12 3 7b 6 - - - 14 12 0A a eb 5 - - 14 11 a a 6b + - - Will ADVANCER T}ff"ORM TECHNOLOGY ANCHORS IS 1'. t3 9.5 63 S 3.3 - -114112 10 a 83 3 - 14 a 6A 5 4 14 12 10 B a - - - 14 12 10 0 7.5 4.5 - - 14 12 4S 7 5.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3f4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY IMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.6 3 b 4 - - - 14- it T b5 S - - i1 a 6b {b 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4'9-20 S.S.MACHINE SCREW-USED-SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO •14 12 a 45 4A - - - 14 12_4a 7 bA 4 - - 14 IDA 7 bb 6 4.5 - - DGSr.AND I'MINIMUM FOR WALLS WITH NO STUCCO. )I.3 43 ' 4 - 14 I2 9 7 6 4.5 - - 14 it 7 as 4.5 8.a 10-0` 14 92 10 9 7 - - - 14 12 1 a 83 S - - 14 12 ! a 5 4 - - 8.3)-24-CASE*AT PRECAST STOVE,PRECAST CONCRETE PANELS.PAYERS OR ANY VENEER SE.FOUND ON THE DOSTINQ 4YALL OR FLOOR, ' 14 10.5 7 5 33 - - t3 93 45 S 4 - - 10 73 a 4 3 - - - ANCHORS SHALL BE LONG ENNGUGH TO REACH THE RUIN STRUCTURE BOW SNO WALL FINISHES.ANCHORAGE SHALL BE AS I N01CATED ON 14 17 73 S.6 - - - - 14 11.6 9 8 b 4 - - 2.S 93 8 5 4 4 - - NOTES S.f))k 0A)ABOVE.FOR INSTALLATIONS ON VINYL SIOM OR EN'S WITH OR WITHOUT NEPA.STUDS CONSULT THIS ENGINEER. 10.8 5 b - - Y4 12 0 .a 6A 4 - - 13 t0 .5 3 + 3 FOR INSTALLATION INTO OFS.WITH METAL STUDS SEE SKEET 20. T4 72 fo - - - - - 14 12 B 7 8 4.S - - 14 toll 7 8514.5 l6 - 2.3 « 12 9 5 4.9 4 3 - 9 7 44 3b 3 (C) ANCHORS SHALL-61E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS-AND SPECOTCADONS Of WE ANCHOR'S MANUFACTURER. 14 183 7 A.fi 4.5 - - 13 SA &a C6 75 - - - ['4. 7 4.6 - - 14 11.6 7A 9 6 - 12 a B 4.5 4 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE E.O. VERSUS SPACING REUMNV510P FOR ANCHORS. 132.110 - - - - - 14 12 6 0.5 8A - - - 13 10 .5 D 4 - CODE DISTANCE VERSUS SPACING SCHEDULE rCR ANCHORS., - as 4b - - - - - 11 . a3 4 3A - - - 6 6 4 J - - - - MAMMUM ANCHOR SPACWDS ARE VALID FOR EDGE DISTANCES INDICATED BELOW:FOR E.0.LESS THAN DIE INIDICUED,REDUCE ANCHOR SPACING 9A 6 - - - - - 1 9.a afi 5 4 - - - 0.5 8 3 4 - - BY NIATIPLYNO SPACING.SHOWN ON SCHEDULE BY THE F'ORLOWNG FACTORS. - - 14 10.5 7 .6 4.5 - - it eS 5 4.5 3S - i 9EACH ANCHOR TYPE 13'-0' 11 - - - - - 14 11.6 7.8 4 5 - - - 12 9 6 4.a 4 - - f (OR 8 - - - - - f0 73 6 4 3 - - - 73 a 4 J - - ACTUAL eA - - - - - - 11 9 a a3 + - - - s.a 7 s 4 - - - - �r ^p EDGE TAPCON TMREAOFORA1 TCH VM AWANCED NA �� 0T 8WE TM W/CAPS+ 13 9.5 a 5 - - - - 0.s 73 3 4 - - - ir:IE OR DICTANCE 14 a3 7 63 - - - - It aA E.O. W.SPACING-3' NTH,SPACING 10 .5 - - - 7 b - - - - 7 6 .s 3 - - - CONLYLEIE d pGUR O CotcFETE DONwoE aft POURED RETE k 0u ONCRETE 1V34n OG+DkTE CONCRETE BDaL 1.5 a - - - - I1 a a 4A - - - _ 9 a. 4. - - - - Caw, ICL En.-3 1/1'M N.ECL•2 I/2' CONCRETE BI CK CONCRETE BLOCK MR Ea•3 t/2'NN EO.2 t/2 - - - - 12 a - - - - 9A 7 4- - - - - - 3' IA 0.90 1.0 MIN 0,78 TA 0.84 TA iS,-0" 14 - - - - - - 13.6 10 e. - - - - - oA e - - - 21 Y - 0.81 1.0 - - 0.07 LO 9 - - - - - - ab 45 4 - - - - - 63 b 3 - - UNISON ♦ 2• 0.71 DOt 10 - - - - 03 a - a5 a 4 I.b a3 - _ _ g .a _ _ _ _ 1 3/4' - OSI 0.#1 16'-0' 14 - - - - - - 2. 9, e - - - 10 7 5 - - - ` 1 1 2 035 M43 - a a 4 e 4. 035 b 7 D - - - - 8 a 4 - - - - FLORIDA BUILDING COOS on Ifigh Velocity hurricane Zone, 441N01<<EA.Tlj11j''. ®2011 EASTERN METAL SUPPLY.INC. BERTHA -" Accordion Shutter System - 1ti. E o ���. A.S.S wA. UV. BLADE#1 W1 OR W/O K!�,NI>�, t :.. MADE TILUT TESTING NTN ENGINEERING COMPANY- American Shutter Systems v.N uset91roK DATI DRAWN Bfl A.*.STA OF �� 6155 N.Y.3aa.st.,,w 303.WIGNw CARDERS.FLORIDA 13186 Association, Inc. I OLD I1-081 I/ 1 DOE: 11/29/11 rt 666;(so5)an-ssia.Fa:I(M)871-1531 4268 Wostraads Drive 1 DRAWING No =FF'•..,ORVD A t11 4-maps GOO60661som I West Palm Beach, FL 33407 a 11-192 t_192 S`SIONA%-ii: R+IIWALTER MITJr.P.E. < P.E�ft1iQEl()Wf0RE/GATE FLORIDA Ut.1 44157 ` SHEET 8 (SEE NMMM405(N Ram to&17). L-J B T F:R.4-t'I=- SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTHUCE PINE SPWCE PINE 1/2" MIN, COX 2 W M[.G .35o; PRFIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0.50 W/MN.G=0.43 W/MIN.G=0.38 PLYWOOD 0 All // W/MIN. G+0.43 W NN. C-0.36 uAgWa SPAN(n) WALL MOUN71NGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. O & R FLOOR M MOUNTINGS M, N, 0 & R FLOOR WMaUXY MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O.WAWN MOUNTUS R.O.6.0. L MOUNTINGS P& 0 S&v S&v S&v LL116 fONhE'6f19iE 6i0(Fq IOlt 39RiE Ai61¢M86 k0 16d/t99ER�lEe4N1(� 1�I3gal7EJ6 i,61p rAq aLwl NGR3E 116a1[g0(p1 f�3IINNE RTntE rrlII 4,y Itmlc4mEec6a6aa F� taeleNEt111151crr}tj a'S211euu9s2el<39rq eae4+E lY»Ew16w 3 60 7S 90 05 40 60 5 80 05 0 40 60 75 9G 05 30 40 80 75 9p 05 30 40 80 75 80 05 30 40 60 76 90 OS 30 40-80 75 90 OS 30 {0 60 75 90 05 30 40 60 7b 90 05 30 40 75 90 05 15- 1 0 10 8 6 8 6 IO 9 8 •.6 8 a 6 5 8 12 10 10 8 6 0 6 B d 6 6 S 4 4 4 J 12 12 12 t 12 12' 12 t 12 12 12 12 12 12 12 12 12 12/2 10 /0 8 8 8 6 8 8 4 8 a 12 10 10 8 8 6 d a 6 0 a e 12 10 10 8 8 8 d 6 B p a 6 6 5 k 4 4 ] 12 12 12 12 12 12 12 12 12 12 I2 12 12 12 12 12 12 1212 10 1 9 6 6 6 6 6 8 a SS 1 10 10 9 8 0 6 0 6 6 6 5 12 10 10 9 8 7 6 6 6 0 6 5 6 5 4 + 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 2 12 t2 0,12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 !0 9 8 5 6 6 6 ,5 8 4.5 12 10 10 8 6 3.S 6 6 6 8 9 .6 6 5 4 4 5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 I2 12 10 8.612 I 10 9 6.5 4 6 6 a .5 4.5 12 tO 10 8 5 3 8 8 6 II 4 35 12 10 10 7 .5 - 6 a S 4 3.3 a 5 4 4 - - 12 12 12 t2 12 !2 i2 I 12 12 12 L t 12 12 0.58.6 7ST2 )O !0 7.5 4.5 J 8 6 a 5 4 3.5 i2 10 10 6 5 - 0 6 S .5J.5 J 12 10 f0 4 - - 6 6 5 .5 3.5 J 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 II O.S 12 12 1. 0 ).5 .512 10 5 3.S - 6 6 5.5 .5 J.5 J 12 10 H 4 - - d 6 4.5 4 3 3 12 10 4 3 - - 8 6 45 4 3 3 6 5 3.II- - - 12 12 !2 12 12 0. 12 12 !2 ! 0.5 65 12 !2 10 8 a.5 5.512 t0 7.5 4 - - 6 6 5 4 3 - 12 10 8 J - - 8 6 4 .5 J - 12 10 3 - - - 6 6 4 .5 J - 6 5 - 12 12 12 12 1. 9.6 12 12 12 10 85 75 12 12 9 7 d 512 10 5.6 - - 8 8 4.9- - - 12 10 4.5- - - 8 5.5 J.5- - - 12 10 - - - 6 M4 - - 6 5 - 1212 !2 12 10 8.5 12 12 T2 8.5 8 7 t2 12 8 6,5 5.6 4.12 10 4.S - - - fi 6 4 - - - 12 iq 3,.5- - - 8 5 S.a- - - 12 /0 - - - - 6 - 8 5 - 12 12 12 1. 9.5 B 12 12 I1 8.3 7 6 12 I. 7,58 S 412 10 - - - 6 6 - - - 12 10 - - - ^ a 4.5 - - - 12 7.5 - - - 6 - 6 4.5 - _ - - 12 12 12 10. 6.5 .512 12 10 a .5 55!2 0. J 10 - - - $ 5 - - - 12 7 - - - .54.5 - - - 12,7 - - 5 - 6 3 - - _ - 12 12 12 85 6 8 12 12 957.5 6 4512 9.5 .5 5 4 3 15'-0' 12 - - - 6 - - - - 12 - - - - 5 - - - - 12 - - - IS - a - - 12 12 11 0 .5 5 12 12 8.5 7 6 4 12 9 6 5 4 - - a - - - - - L2 - - - 5 - - - - its'.- - - - II. - -6- - - - 12 T2 0. 8.5 BS 4.12'12 8 6.5 'S 3 1 8.5 n HV BLADE OR nj HV BLADE Wf HV WINDOW BLADE WORKING IN UNISON* ♦ Con or u1E MR ~ aAoc'�''oN sNarr l6 *NOTES ON ANCHORS REQ IRF,MENTS• WOOD SUMMATES I.AIICHORS TO WALL.FLOOR CR 501.10 Wow 9ornr 9KA1L BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF TME FOLLONNO: -SOUIIIEBN PIKE Na 2 W/a-0.55(NAS) 1/4-0 TAPCON ANCHORS.AS MANUFACTURED 6Y I.M.M"EY W/MINIUM EUGMENt AS 1NOICATEO AT -DOUGLAS FIR W/0-0.60(NO.S) EACH SEODON ON SHEE79 15& 17. -SPRUCE PINE FIR NORM W/0.OA3(N.O.S.) E%CFPNON:SFE NOTE 2 BELOW. -SPRUCE PINE FIR SOUM W/0-0a4(N.013.) -MIN.1/2'COX PI.YWOOO(1986 APA) VS SCPEWS AS PER NOS 2005 SPECIfiC4170N5. ANCHORS 6{{��,, 2.ANCHORS TO HOLLOW SH41 BE AS PER MOVMRC TYPE U.SHEET 17 AND SHALL CONSIST QF 4.ABE WSTAILEO F'OCLQ�IINC ALL OF ME RECONFE6CKDONS AND SPECIF10L110HS OF DE 2005 ANCHOR'S NAM6M ACIURM FCORlDA 8UlWNG CODE Non High Velocity Hurricane Zone- 0 2011 EASIERN NNETAL�•SUPPLY.INC. II//IA. i BERTHA �R A. � ■A6. Accordion Shutter System ■ ■ (Aa - SAIN 01 W/OR W/o N.Y WINWN IXAOE /tel .47• TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Lv TE DRAWN : AO I� Z am N•v,JHA St.yy,,,TOS.yGe4A O�f1i5.FLOM 33158 Association, Inc. 1 OLp tt-063 tt 1 aAIE: 11/29 tt PhaM:(305)671-1536.fat r 05)871-1531 4268 WestroadH Drive 2 DRAWING No �0•, ATE OF ?,�LL11 .-mw1 ..Oak.. West Palm Beach, FL 33407 3 11-192 '° •40RIO;: '4Gr ,• WALTER A.TILLIW-0006T ir.P.E. 4 Fs MONICA G }IDATE Uo.2 44167 ` SHE33ET �•..A.AAnAAA INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS F0 ZHV & HV* BLADES S APPLICABLMAX, SHU ER SPAN -L+ OR L— FOR INS LLATIONS IN WOOD WITH HV BLADE(1) ONLY SHALLE r"SH , BE UMITED TO 105.0 lasf, A.&D. DESIGN PRESSURE RATING. SEE §HFg 19 FOR -MAX SPAN & 1` ALLATION WIT -BLADE (1)& JA)WORKING IN UNISON itPCO WITH DVANCEo T 7HREADFORM TECHNOLOGY 1/4`1 WfTH IXt yYj f 1 2'M61.PEREtRATION W/1 1 147TH ADVANCED THR£J17FAEA ED AREA Of• OE0 AREA M WJ 1 f/2`M'n.PEN£RNTION OF THREADED AREA TO E16571N4 i 11f.5kPMN110N 1 1 } OR DUSTING VA700 HEADER. Yt000 MEAGER.{SEE SCtiEOIIlE ON SHEEF }3) , TO G1ASS{SFE IN (SEE SCHEDULE ON SHEET IS) I/4`f-20x3J4•S.S.MACHINE SCHILAE tri S1iEtT 4CflEY15 W/ 1/4'-20 NUTS F.. it RIR O/DEID kl . @ t2'D.C. 1 ON S7tET Ta fCs S V' 1 N'n. E%IGSTING I TIES mSIQ) J I I I. i WAIL # DR FaeSti 14 i..+;.,,�;� e• WALL 1 ,+EXISTING WN. FIN- . EXISTING ISH aY t k OR 1 HEADER IN R WOOD 1 OR Q � HEAR WOW O Wm - 1-Y T PCON OR TAPGON WITH ADVANCED 1 THREADFORM TECHNOLOGY W/Lan. T f/2' MIN.sewvmw ( I PENETRATION OF THREADED ARfh TO 0 , TO ( ( F ENISIWG moo HEADER. �• ii RSR _ ��G � UW.SEEWJLE N 10 CLASS (SEE SCHEtXNE ON SHEET CLASS t t) {SEE SCHEOLLE aSILL N SHEET 13) WOES O)&(N ''`�RATE CREONfG'O. ON SHEET 19 FCR �� @ HV WALL HUDER INSTALLATION WALL i1LdbER •INSTAL i-AT1ON f 1 MW.SEPARATION TO CLASS ! f MtR:SEPARMN TO CLASS }. EXGLASS--, 1 E),SnHG�—(SEE SCHEDULE ON SHEET II) 1 (SEE-SCHEOUIE ON'SHEET 1Q MLN.SEPARATION 70 CLASS f I GL6S WOOD PLATE (�SCHEDULE ON-SHEET 71) 1f4'f-lox]/!'S.S. ELEO'Q.- :: USINGNE SC r•:,7�.;• 7/4`f-20x314"5.5. \ 1 USING I/334.4 NUTS 1 MACHINE SCREWS W/ ( ! WALL ` If4'-20 NUS 0 12' ; 4/2'Q.C. I S FINISH I I O.C.Alit ( 1 OR WpOD CONT-1 PLATE 1 O � — WMt flEa'D. f'Mtn. 1/4'6,TAPCON OR TAPCON WITH ADVANCED �� OR� 2'x4'CND. =t•. n. OFT12 MiPENEiRAROIFORM NHREDE(mLOGY .1 •c 1/4'/iAPCON OR TAPCON WITH ADVANCED _ �=� 9RL PLATE E%ISMG WOOD HEADER. THREADFORM TECHNatAGY__W/i Y J4'f TAPCN OR BQIE: E00. {SEE SCNEOtttE 4N SHEET f3} EY W \ TAPCON WITH ADVANCED i-SEE SHEET 4 FOR TYPICAL Min.PENETRATION OF INR INTO PLYWOOD 1(2'MIN.CD1tj, THREAOFORM TECHNOLOGY SHUTTER ASSEMBLY. "' WALL FINISH (SEE SCHEDULE ON SHEET 15) E)ISDNO MIN.2'x4" PtXWG00 REO'D. W/ i j2`Min.PENETRATION OF 2-MOUHIM SECTIONS CAN BE STUDS P IB'O.C.MAX. TIfRFADE6 AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2'MN.COX PLYWOOD REO'D. REDWALL FlN!'D.PLYWOOD TO DE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®"HVWALL SILL INSTALLATION %iSDNO MON.2"x4`STUDS Q ib`D.C.MAX.RE0'O. ATTACHED 70 STUDS IN PLYWOOD To RE ATTACHED 10 STUDS IN ACCORDANCEACO 0MCCE WITH WITH SECTION.2308 OF THE F.B.C. SECIlON.2300 Or THE HY WALL SSILL IN44"I&WIM ♦'SEE LIM}[ATIO IS OF u,�Of •prJ jV WALE SILL INSTALLATION f0'c' MADE�,v°"jETtf°} FIORN BUILDING CODE Mon High Velocit'y Hurricane Zone $2011 EASTERN METALMETALSUPPLY,INC `` . r �cENSF IL E C O INt. q.S.S.A. Accordion Shutter System Kv. RAX#1 W/OR W/0 KV.WNDDN BLADE Amottcan Shutter Sp ftnw .Ift emww >3+: AM TLLELT TESTING & ENGINEERING COMPANY •'k ; Ot! : ens Kw.36n 1 sl..Sas,v4leraA awcols.fteA1M 311ee ADi001GtiQn. Ina f OLD 11-083 11 29 1 DATE 11 28 1I Pham:t3a5)871-Is3O.Fax:(3as}arl-IS31 4268 Westroods Drive 2 DRAWING No •.!�COR��P'`�\�1PAt .atm� 'Can - West Polm Beach, FL 33407 ` _ F�+S �` fife VAM A.TRUT Jr.P.E. 5 SHEET 9� P L• 1RE/GATE °A Lk.144te� fQE 20 END INSTALLATIONS (tHV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD ST ID 3Ile MR WOOD 2:slum01116!RfOb- 314•wE W996 4.19W.*000 tU0lRE'a. APFUCPAO 1\ jf ,W^,['��~�'^1',''�7'r ac. INCrsirom Q5 AFROK0 GOsm ows RYe0a1 M M \ / Rxtei , / \ s>Ixe!EASE. � Daum CIArI —.Oa3fNO '1t>oSi7q 6u)! \ t MIL O6I � •xQ \ m OV�99 l� 1/7• • N 3/63 f9t / \ 16 tG1lMu Q f/3'IN.CDY A O,Kt(!RE ai I/i6•tS• 5fI�CQ�faNU Pl pmt I (ASF a Dont. Ih'F-Twa @�Rg IINIZaiac iro X000' 1 t xe i .vn 1 tai, RFATOEn(fit ih rysrOM � B.mma � 9M-2I ItTailJJ7•s.Y.s. /3�O1 tltt P at r RAL is 6.0. I!ID Iff SAS (( 1pnA•yjsy,�x 0-r OR dA 6 4 4 volm Arr s Clan x41 a • • ss oaten,x oR t oR {�-Q•IU"O- •Q� s� 09®• scato set oarzn.z mtt To 0-0-0. .0- © (�O•ccvv pQ © j. •m• O.O•�'p.p•p• SNR lroNN14�i ID-Or-0.0-0.0 -N1•r�•a m ENO DELA! d 'END-CDxNEOM awn, 0 7x67O1a 1 REOM M Oxer Fat NAM QWW 13M-%'-a• r'OIAs9 314`!!W. /1.1 JMGOe 9!1310!! 1/1'1 TAPdM 1011 lJ1A. �• �W/1 1/3•IMI r k �691M G/55� xaa FlMWW 7f•t2'QG MEWArM 0 ''•ILN: (11x�C A -t1w snvlE6lai 4 alas ♦ SEE U ATIONS OF USE FOR I/3^93x. soe3z7t a s m 9tO�/m� a SLADE 1Q ON SHEET 19 I(N2w19l - auaa • -�_ _ _ 6 on(E)oROOR (D • (DOR s 4 l((��- -�•�-�'©" Ve l FIaSM 711'II9e 1nOOD V oFt'I.`cR(GoRq -VIEW +-4�•f�-0 t�.fl O= ll6as Moro. w °�- l� 0-0 @.@•iD•®-p•O @40-0.6-0-0 DETAIL ENa_CONNEGttON DETAIL Emla CONNEMON DETAI Q FLORIDA BUILDING CODE Non High Veiacity Hurricane Zone S�� /1�.- (It20)1 EASTERN META.SUPPLY.INC. Accor&on Shutter System N.V. GLADE p1 W/OR W/o KV.WNDDW 9ADE 2' * TILLIT TESTING & ENGINEERING COMPANY Amortoan StnlHer etema Atwax fation Inc. I OLO Meer" 463 11029 1 wtE: 11 18 11 mss R.W.lain.sl.s11.JO3,IN QI"MPEQ19,nzsm%3319¢ Pnaa/:{365)07)-)530.Fos t(305jAT)-)53i 4268 Westroods IAr1ve 2 DRAWING No ftRIOR'' �')` a-mtl3:ezte•ea.etoom West Polm Beach, FL 33407 3 11-192 Fs3 �0��ye'I 9VLM x TtaTtx.P.E a SN td 0 Vit': TARE/DATE FWRM31 LIC.l 44153 ! " �•� ^V 1.MAY.A.9.D.OESTON PRESSURE RAUR01 F1TO.- Ito p.s.A. 2.MAX.SNUTIER SPAN:se, 3.ALLOWf0 MOUNTINGS;A,D.0 k H ON SHEETS G.7:AS WELL AS MOUNTINGS N..0.r,U N W ON SHEETS 19 k 17. l�ayJ � ONLY OENIEAMATES 1 (eOTN•W/P��011 7 !RE AILOMED YAIH 1 1 '�%'"' s �N4iWSt"�ET ONLY AT EXTER)O S SIDE OF aPP{ESNv6 T I OIYOU nP.EA ENO • , + + 5.(A)1N WINOOW GLADE 0 SNAIL ONLY ALLOW A UAXUUl OF s OPENINGS (re NIXES)FOR(9 PER W AOE AT SPUNGS SHOWN ON SHEET C WJi.S aTt4DDWs (e)NW.CLEARANCE fR TOP-OR BOTTOM EDOE OF W Ntt1DOW-ELME Q ALLOWED AT HY ' ' OF Am a ISLE u t sLWt BE s2: - '{C)19 _.fWST ORUOE fW LO Suite comwo F mm SrARTm AT ENOS VAY BE w WWNw0W0Ww S {0}tiV WWOaM 6:AOE QµUST BE USED ALTEFINATE TO A SOLIO 1M GLAOEID � THItgH'H,OUT sxurTEn•s LNDTN. I T Ar TIER�E Of THEMBE RxUllFo ADJrCENr To A SOLID HV SEE END (F)POLYCARBONATE HV ON=Q SNAIL 11E WSFAl1RD 50. TAGS FACE CONNECTION •. , ♦ • , THE INTERIOR OF THE OPENNO BfIN4 PRWECIEO.IN NNOOJMUST GE DETAllS OH SHEETS ONLY iNSTALLEO ANO LACKED USING A NY SETTING TOLL BY ASSA, 10 8 TG TYP. IyaINC. FLEL HEIGHT. 6 f( e.SEE ANCHOR SPACING SCHEDULE FOR RISTALIATIONS INTO Y,000 FRAME E SUtU)AGS IS,AS UNITED BY SPAN MfD DE9GH LOAD(SEF NOTES Awg7.ISE ANCHOR SPACING SenECKILE{ TI CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 13 AS UUIITEO BY SPAN AND OESICH LOAD(SEE NOTES 1 a 2 ABOVE). S. �� —•--- - N SEPARATION TO GLASS SCNE,PER A41M E-1998:Eg1 (SEE PINI-iOTI'REOUOLQIENIS) _, 0 N IYP R7P$-BCTTON W pq Oq 6 WING ZONE _NKMUM SEpAPA1KH TO CLASS uNLTNITEO WIO 1 THRU 3 1• > ,I:VATCON NEL SEPARAACN ro ws9 EXTS71Na GLASS SEE S4EDUE CN SHM 11 FOR BLADm E 4 8.25' _..._ �`_^ rte"'—••"~ AND ON THIS SFEIT FOR HAEES(D&4& 5 1 �CENTERMATES k•S•� \ �� �, �� W/O a(SEE tN TOE 4 ABOVE) RLAK TYPI9AL Ct7 HY BLADE WORKING its UNMON IT.H•HY WINDOW BLADE 4A SHUTTER* • h.rs. FLORIDA WILDING COOS Ilan li h Ve(ac)ty Hurricane Zone 02011 EASTERN METAL SUPPLY.WC. ..... Accordion Shutter System �Lc i�/ iNc.� A. wSwAu (LV. BLADE#1 {9/OR W/O HK WHOM BLXX "1 _ 167 Amorlaarr Shuf%r Systema �r.x Pte, A oLLYn/GY, A. L1 : TILLIT TESTING & ENGINEERING COMPANY �s���n ' ,� 4335 N.W.3G..Sf,If..305.WXO&A Woos,M1OPoM 33144 I r1c. 1 DLO 11-083 129 1 aTE: 11 29/11 PAm.:(3os)en-t530.Fat:(305)871.-1531 4268 Westraods Drive 2 w,�L •-m.a:ulcce00a.mm West Patm Beach, FL 33407 3 DRAWING;°92 rc'••. <OFOOp`.�' 4+ E9-aooe7le . t41s '••-•.••••.••• Lil WALTER A.RLUT FLORIDA Ua j 44167 o SHEET 1'. _OCGT�rrji(rr�(�1 WICt ° 2 O