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HomeMy WebLinkAboutProduct Approval -EXP E T. y ESQ qq g��yg� SHUTTER SEINC.VICES ■ "We're Taking The Shutter Industry By stone" garage Nautilus railing shutter by Expert Shutter eXfsbng column 7 8 DAGaSTINo ----" ------ RESIDENCE 5 -------- • covered patio 0 2\ ....■�4 3 1626 S.W.Biltmore Street Pari"St.Lucie, Florida 34984•(772) 871-1915,,(800)749-9056a Fax(772) 871-0990 5/21/13 Florida Building Code Online nolidaNpartmentq BCIS Home 1 Log In ; User Registration Hot Topics ! Submit Surcharge Stats&Facts ` Publications 1 FBC Staff SCIS Site Map I Links Search i Buisine �, a �Product Approval Fr eUSER:Public User Regulation Product Aoorovai Menu>Product or Application Search>Application List>Application Detail FL# FL389 RS Application Type Code Version 2010 Application Status Approved Comments Archived r 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 lrodr'iguez@easternmetal.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 the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. W6 Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwo 11-192.odf 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 Florida Licensed Professional Engineer or Architect FL389 R5 Eauiv EQUIVALENT LETTER ORIGINAL.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2011 www.floridabuilding.org/pr/pr app dtl.aspVparani=wGEVXQwtDgvYYHH2vJvA53MvvsXdCOtOX3bENFON1QQcp/o3d 1/2 GENERAL. NMS t.BERTHA H.V.ACCORDION SHUTTER SYSTEM SM60 ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFlED FSR COMPLIANCE W ACCORDANCE WITH THE 2010 EDITION SOF THE FLORIDA SUILOING CODE,THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES DESIGN IM LOADS STALL BE DETERMINED AS PER SECTION.1620.09 THE ABOVE MENTIONfO CODE,FOR-A BASIC WIND SPEED RECU?.RW BY THE JURISDICTION INHERE SHUTTER WILL TABLE Qf CONTENTS: (sE€NSIALLED WITH A,IbRECDONAUTY FACTOR 4-0,85;USJVO ASCE 7-10 FOR.INSTALLATIONS UNCER ZO4O FSC ANO SCULL NOT.EXCEED THE MA711MUM(A.S.D:) OLSON PRESSURE RATINGS INDICATED ON SHEETS 11. 12. t3. 14. 15,-19&20, IN ORDER TO VERIFY THE AEOVc CONDITION,ULTIMATE DE5GN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV GLADES 1n 6t BY MULTIPLYING THEM 8'I 0.8 IN OROSTO COMPARE THESE W/LAK,(ASD)DESICN PRESSURE RATINGS INDICATED ON SHITS 11.12,13. 14. 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANViORSS ON THIS P.ED..AS TESTED.WERE'NOT OVERSTRESSED.A 33 2 INCREASE IN ALLOWABLE STRESS FOR KIND LOADS WAS 10 USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HDWEIEN,A WINO DURATION FACTOR CO>I.50 WAS USED FOR VERIFICATION OF FASTLTIERS TN WAD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ACEOUAGY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIPEO IN ACCORDANCE WITH SECITOY 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORSHEETTYPICAL SHUTTER ASSEMBLY 3E-44 SHEA TYPICAL.WINDOW BLADE&WiNDOW DETAIL -HV BLADE.0 #0214.01-03.00715;01-03.0!004.01-05.01214.01-05.10317.02-Ge-.#0609,01-10 AND JOV0.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-IB86 AREA 2: HV BLADE(1)AND HV NRNDOW BLADE-Cly AND E-1s96 srniaAkos twssu LEVEL D,MIND ZONES 1.2 &3)at 01220.01-10 AS PER TAs 201.:03.&203 PROTOCOLS LARGE IRSS;LE, OUHERE APPLICABW -HV W'LNOOW BLADE 0®0505.01-OS AS PER ASTL1 E-5866.AN0 -1995`(UI55?:E LEVEL D,TMvp ZONES 1,2,3)BASIC PROTECTION ONLY AND!0725.01-68 AS PER TAS'202 PROTOCOL, TYPICAL SHUTTER ELDVIAIMN,&NOTES ON LOCKS SHEET 5 INSTALLATION DEALS A-F.CONCRETE/6LOCK SHEET 6 2.HV BLADE'(D AND MV'WINDOW BLADE 0 ARE EN-UNEERED TO WORK IN UNISON'AITH EACH OTHER, UNDER THE GENERAL LILI6Amns AND CONDITIONS OF USE LNDICAATEO ON SHEET 19 INSTALLAT10N'DETAILS G-M,CONCRE'TE/SLOCK SHEET 7 3,BERTHA H.V.ACCORDION PINS CENTERMATE DETAILS HV SHEET 8 (HAI SCREWS).USED E BLADES KNUCKLE AND FOR STRENGTH; MOUNT CONNECTION T4 TRACKS BERTHA BE DACR SHI AND COATING TEM AS MANUFACTURED 410-M MINIMUM APPROVED CENTERMATE ALTERNAT+NG DETAILS HV SHEET 9 COATINGS PUCA7ORS, S ISTH,155.0 ICM YIELD STRENGTH SYSTEMS 180 kA TENIAL STPINS M:PINS SHALL 6 V MARKT WITH BERTHA HV 01CRDSH6ELD COATING SY51EM AS f/ANUfM.TURED.BY APPROVED COATING APPLRATORS,REGISTERED WITH AMEYiICAN SHUTTER SYSTEMS ASSGCA?ION.PINS MUST BEAR THE tN MARKING ON THEIR HEAD. 4.ALL ALUMINUM E%TRUSIONS SHALL BE.ALUMINUM ASSOCIATION ALLAY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6053-T6 ALLOY IS 30.0 k4;AND 35.7 Its;FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-15 ALLOY, MAXIMUM SPAN SABLES SHEET 11 ANCHOR SCHEDULE-'CONCRETE&BLOCK SHEET 12 9,ALL SCREWS TO BE S7AJNlP55,STEEL 304 OR 3H5 N51 5VffS OR CORROSION RESISTANT COATED:CAR90N STEEL AS PER[TN SGO18 WITH50 k4I WN,YIELD SRrENGM-ANO 30 kS3 Ui1:.TENSILE STRr1{u H- ANCHOR SCHEDULE-CONCRETE&BLOCK. SHEET 13 AND SHALL COMPLY W/FLO.RiDA BUI'-Dm CODE SECTION 2411,3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 CXVWZEO STEcEI,CR ASS)3D4 OR 316 SERIES STMNLESs STEP-,WiH 35;k41 MMMUN YIELD STPENGTHL ANCHOR SCHEDULE-V=D SHEET 15 7.SEE ME FOLLOWING SHEETSFOR•ANCHOR SPECIFICATIONSTHV SkrADE V: L2,U.14,15 ANO'20 I.NSTAIZATION.DETAILS M-R.WOOD SNRT 16 NV BLADE Q`&0 WCRKTNG IN UNISON:42. 13&L5. INSTALLATION D_TALS S-X.WOOD SLEET 17 END'CONNPCTtON OETAIIS 7-12-'&X,WOOD SHEET 18 8:THIS BERTHA N.V.ACCCROICN:SHUTTER SYSTEM BEARS A U.S.PATENT 06'779,582:COuPCnENTS Of.IHIS APPROVAL ARE COVERED.IN WH04 OR IN PART BY U.S.-PATENT 0D-455:175 1SS'JEO TO EARIERN ACETAL SUPPLY,INC, AREA 3: H\Y WINDOW-BLADE{tA ONLY_ 5:D.SHAH E•:THE RESPO.NS81rz(OF THE COATRAGTOR TO VEOFY F}IE_:TAUND':ESS OF THE'S?RUCTLJRE.WHERE SHUTTER IS TO BE-ATTACHED i0 INSURE?ROPER A4CHCRAGE CGNTR,ACTOR TD SEAL./OWL: ER ' ALL SHUTTCOUFON--NT EOCES WH� MAI H REN,THRU FASTENINa IN co%n =s CONTACT LWD1 THE BUTLOJJG TO PREVENT WIND/RAJ.-INTRUSION. TYPICAL SHUT(ER'EL VARON SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LASEL IN A NSIBLE PLACE WITH WARINO NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSEALLHV AND HO CENTERMAFS AND-ENDUE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE l)ONLY 11,SHUTTER MAN'UFACTURER'S LABEL 511AL.L SE LCCATM 0.14 A READILY V151BLE LOCATION AT A440V61ON SHUTTER IN ACCORDh\TE%?TH SECTION 17;5.8.3 OF FLORIDA BUILDING CODE,ONE LABEL SHALL BE LNSTAIATION OETAIS,METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COVzLY WITH SECTION 1718.6.2 OF THE FLORIDA BVILDING COX, 12..6ERMA H.V.ACCORDION SHUTTER 5YS;LVS INSTALLATION SPALL COMPLY WITH SPECS IN'DIC'ATED IN,HIS DRAWING PUNS ANY 84291`G.AND.ZONING REGULATIONS PRO'.10ED BY THE JUR1901CTION WHERE PERMIT 15 APPLIED TO, 13. (S) THIS P.E.D,PREPARED BY THS VIWKEER is GENERIC AND DOES NOT PP.OnE INFORMAT16N FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONMPCftS DEVIATE FROM THE P.E.D, (5)CONDUCTOR TO BE RESPONSMIX FOR THE SELECTION,PURCHASE AND InsTALLATION INCLUDWO LIFE SAFETY OF TKS PRODUCT.BASED ON T-IIS P.E.D.,PROV1I)ED HE/SHS DOES NOT D.VATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCiWN SAFETY AT Sr,---IS ME CONTRACTCR'S RESSONSISUTY. (e)THIS P,E.O.%ALL BE CONSIDERED JR'AUO Ir ALTERED BY ANY MENS. (tl)SITE SPECIFIC PROJECTS SHhL BE PREPARED BY A LORIOA REGISTERED ENGINEER OR ARCHITECT WHICH WILL SECONE THE ENGINEER OF RECORD(EA.R.)FOR THE PROJECT AND WHO MILL BE RESPONSIBLE FOR THE PROPER USE OF ME P.E.D.ENGINEER OF RECGRO,ACIP»AS A DELEGATED MGINFTR TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAYANGS FOR RzEtiAEW. (S) N5 PIED. SHALL REM 'THE DA,e A:43 Cpl. ^NA SIAL AND SO PURE 4f THE PROFESSIONAL ENC•NcER OF RECORD THAT PREPARED 1T: URIDA BUILDING CODE(Man Nigh Velocity NUrricone Zone 6 2011*EASTERN METAL SUPPLY,INC. tI A A. � �cEiurl4 BERTHA TM L s `'�'= S Accordion Shutter System �. E C® o(v c. ■ ■ ■ ■ KV, #1 w/OR W/O RV,�Wt�E AM American Shutter Systems .N 0cscalPn6t DAT[ DRAwN D A ST ; TILLiTTESTil3G k ENGINEERING COMPANYAssoalation, Inc. t OLD 11-063 11/29iTt OATS: 11/29/77 ScVII s;s1°.AGS,rRrrsACAscOs Ha cA_3144 PhSne:(305)F:.71-:530,Fe,I(305)871-1531 4268 Westroads Or;" 2 DNRAtVING No -'nF'''F�0RIDa ,�'k,�'LAAA ° Eq_ 9 West Palm Beach, FL 33407 3 11-192,�_,�g,L SS�O" I 'I Tu.Trx A TUR Jr.PIE- ` FLORIDA Lra.1 44167 1 SHEET P.E.`SF�)jN 'TI(I�/DATE e. 1 OF 2D �s•,,ma r•vac ce��Qp VNilES xn,_;•,_ HHV SOLID GLADE N ars, 4y 05 HV 90'/180' STARTER COVERED UNDER US PATENT a 5458179 ° OUAUFIED "OR USE 41/ UAUFTED FOR USE W/ My BLA -(I C)HV DIRECT MOUNT HV BLAOE� 1A HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR YA�E W/ hV 6063-T6 ALLOY AND TEMPER EE LIMITATIONS - - DE ON SH c 19 BLADE(1) �. 6063-T6 ALLOY AA[s�7DD TEMPER 2V ' 6063-T6 ALLOY AND TE .'4 CC' ` •( ) o'. 670• 2.670' 70•S,55C � -99x' ,• ' � t 2092' ^gpzz_E_�..._ —I a.m2 07 fiV ADJ. ADAPTERJLIP L� <.x16• J'20 - 5? s• 1 3226 QUALIFIED FOR USE W/ Hv H WALK—OVER TRACK BLAQE� QUAIFIED fOR USE W/ MV `9 HV TRENCH TRACK ass 7 6,HV ADJ. FLOOR TRACK 6065_;6 ALLOY AND TEMPE BLADE S QUALIFIED FOR USE 4V/ fiV QUALIFIED.FOR USE W/ HV 6063—T6 ALLOY AND.TEMPER. BLADE 1Q ONLY, HY RAINGUARD F� _ 6C63-T6 ALLOY AND TEVFER YAR1 t 955' ^i EOS3-T6-ALLOY AI:C TEMPER OUAJfIEDFOR BLADEUf F Yr/tN 5.617• M0�' i dl VARMS 1.916" 6063-T6 ALLOY Ag TEMPER Ou- o" 0931 6D• L a 4 � �. �I � •TI '�o' C9,• I I i .091•'I .� r 7�7--.C.60_ r� 'j r_______�3 �� Gb0•rof s .- 670' _9� i �I �i `i'p. 0., 9 6.636• 1'c m'tx 'I'" +i6�0 4 i �, � i �� - i � 3570. r o i 3 520•. ( 3.529' 11 HV-CEILING HEADER 7�}IV 14EADER/SILLa='J1 F QUALIFIED FOR US£•l': HV BLADE 1 ONLY { HD CEILING HEADER/SILL QUALIFIED FOR USE W/MV BLADEn01LY, 6G63-T6 blit,AND TEMPER QUALIFIED FOR USE W/HV BLADE 1D 0HD WALL HEADER/SILL SEE SECTIONS FOR VAUDIN-� SEE SECTIONS FOR VALIDITY. QUAUFIED FOR USE W/ M/ 6D63—T6 ALLOY AND TEMPER 6061—T6 ALLOY AND TEMPER' 13LADE IIJ ONLY. 6063—T6 ALLOY AND TEMPCR r COMPONENT A 8 Ts 12 )[ Y ! si LFR.% L Y MN.E I .—_ y�■ 2' E 2' 0.725' i os2' a- Vis'"`"".� I/6^ � 1/e' -1' j 1• o.aao• Ig• �5's1AY• 0.192 0.192• �S, SIDE ANGLES 6 J 120,CORNER POSTS cua L I D FOR use 'x/ Liv ALUMINUM ANGLES �111� a.s• I: MAx.I 0,190' 0.190'BLADE`1 �'AL1flED FGR usE W/HV JC'!A tE0 F use W/ Hv BLADE6063=T6 ALLOYAND TEMPER BLA•^E{T�ONLY. e 5'MAX, o.139' D.i11' 6063-T6 ALLOY AND TEMPER a""063- 6 ALLOY AND icMPER L FLORIDA BUILDING COD=(Non High Velocity Hurricane Zone, IIIIrxYr,iiii 02011 EASTERN METAL SUPPLY,INC. Accordion Shutter System i N L E c®,,- . ■ . ■ H.V.EA)E R1 W/OR WI/C N.V.W1NDON BLADE ISD 4 J 67 American Shutter Systems !r: TILLT TESTING & ENGINEERING COMPANYeMcaPncw 9xaE pA1YN on Ac. I*: Al•S H,t.SEB.Sa 4•.c. V'RWt:A lLL4CG'3,FlA9:A:IJ1!& ABsociatlon, Inc. C• SI-563 05/29/Ii,01t[; r1/zP/l I a c•:{O5 871-157A•For:(305)871-1511 4268 Westroads Drive a OR tPItNC No Fs a6c oL mM 'Nest Paim Beach, FL 3340'7 s �1_192 c(J ��'71ix wDA iitsi• s SHEET P,E.'S DFASIvSE,IRIS/DATE 6 2 OF a �D' FLATTYRE' houm .715• 0 3 S' FLIT.S. niR°.a0E7 h0U5N5 FIJULc. I 9S.Y.9. ONQD PAT120 (2 Aga 'u TED y, !y 'fin "R855"FN ib .C62• I ne`3 e +., ! •°v �"$ d i°M�9. .31B 1a• � c L19 cu�Ja 4 4 R hkKCM("..00IT (CMROVE PLATED) W CENTERMATE PUTED) UALIFIED OR USE Lv/Hv BLADE 7 & i oN ¢2}NV FLOATING CENTEBMAU�'' ~�.>° `�; ']— @ 1�.L�.4S. � HV EGRESS. LOCK 6003-T6 ALLOY AND TEMPE� pU ED FOR USE W/HV BlADF(7�&(t�yl1 ONLY °y�? 3.023• 7' gUAUIEp FOR USE W/NV OUAUFkE11 FOR USE W/ HV E063-T6 ALLOY AND IF IPR BLAD£(r �1 ONLY. I & ONLY, r 011LIFIED FOR USE W/HV,5LADE 1 ONLY -.2s0'O.O. 2.R7a' SI6' 6063-T6 ALLOY AND TENL-ER r7i/STIC VAN 9' .�Od5' .2 -ATO 70'1 ct1, j I 7� 7.079' 1753• ` �J "T� ' „ � A25'1 aI F ]SCREN BO•AFTER R C r7 cs - 1 p ? 1/4"�-20 x 3/4" eE o RNEraa� i _ I S,S. TwuM@,SScREW �$'� m� '•y�; m. 'YSMES 94N ALUMLMd(2024-TJ ALLOY)LARGE FLANGE N ,P07 N'UTScRt7.PART j 0820.AS 4A:UFA=RVD"eY A%= PLAY FRONT ELEEVATIONF8 HV " ".. O tTERMAll -4.568' .822' CHERRY tEXTtT2N.PARSPPaNT•KLlt=JERSEY C7094 CR C , [_OCKER FOR "T" LOCK CENT£RMATE QUAUFEO FOR USE W/ HV BLADE t ONLY � HV FEMALE "T" LOCK CE ERMATE ® HV "T" LOCK HV gLTERNATIVE LOCK 60.3-76 ALLOY AND TEMPER: MAURED FOR USE QUALIFIED FOR USE W/ HV QUAL(F)ED FOR USE W/ HV BLADE1ONLY DUAUFIED FOR USE W/ HV BLADEnONLY W/Hv--8LADE(D ONLY, BLAD£(71ONLY. 6063-T6 ALLOY AND TEMPER '6063-16 ALLOY AND TEMPS 3361 ,.211 _L+33�d6Y I I N., I L I � K:r CrMOER I r 'w m! 0873'Km. 31!HO CENTS NG ROD 6 C C G or1= % t a2f N.. OUALIFIE USE 5Y/ HJ 8',A a '1& A pU.' FOR.USE W/NV 8 _.i u3-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ! VARILS 12'MW - QUALIFIED FOR USE WI h'V SLADE t A TAL1.130' 6063-T6 ALLOY qD 7E4PER [ f- 7 amara Tlr�uG.CREAs. 1""j i (SEE Crus) CYUNDTA � ..—_i �_.�._,_... ttx. • -. OR KEY CYLINDER �L u• 1.....- 1.57 Nen t.7B'tdax. LACKING ROD A OUAUFIED FOR USE W/ hN BLADE(D1 � m 375'0 LOC 6053-T6 ALLOY AND T'cuPER VS' HV 3/6"�-16 ACETALm-20 AISI 304 BY REGENT W&DINARE MCRTE LOCKS SERIES 7333.HOOK EXXT LOCK. i3 t1 INSTALLATION WILL REQUIRE A 7/70-H THUMBREWS 1� S.S• THUMBSCREWS OUAL!.`IED FOR USE W/ HV BLADE S�� A DWELLED AT TRACHS FOR PROPER IS -Ni QUALIFIED FOR USE W/ HIV SLADECI) OU.Aln,ED FOR USE W/HV 9LA0£ t(J FLOPIDA BUILDING CODE(Mon High Velocity Hurricane Zone . f1 A02011 EAS7E4Fi METAL SUPPLY,INC. 13 9 ' IM . A.S,S'�A. Accordion Shutter System fa 44]67 H v BLADE T W/OR W/o H v.Wtn®av r / / r Amoticon Shutter Systems =,,,Na °�HaPnoK DATE os+»N m: A.O. ' y{. TILLIT TESTING & ENGINEERING compANY N° STA TF�F `i mse KA.3•cn 1t_su.> hacrr,A eaa:ev;F`.a:eA 37188 AsSOeiatlon, Inc. 1 OLD 11-063 11-29/11 WE; 11/29/11 9=•, (-05}971-1530 -fl,:(]os B7,-153+ X268 Wertro0d9 Drive 2 I '.�tORIDA.•'��w.'++ T0"'s`a OCo]— West Palm M-ach, FL 33407 3 DRA.'diNO No Fss�•.........lJrt'+` VALTER&T*Jr.RE 4 11-192 P.E� �r,JudE/DATE tt°cDA uc d s4787 a S 3 T OF 20 0' a NOTES ON KV L09KS a T ct� -z,cD 3 n s i �,�n�* « • ONE HV LOCK ar9 SHALL BE USED AT 1/2 OF StiUttER SPAN fC AN 'p' 'Tip IY '`�= OR 12'ABOVE ORB 1'd 2 OF SItuTTER SPAN-FOR.SPANS UP TO 106",AND tOR IWSTALI P.QN5 T ANY, ELEVATION, HV!OCK�at MAY BE USED AS AN INSIDE O4 OUTSIDE LOCK;ATTACHED TO!F Jt OR t� { 1 { CENTERMATES W/(2) 1/4"e-20 x 1/2'LONG FIAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON CAL SHUTTER ELEVATION. T-0^- ` E S " R PERfORtd 0 r - UP TO TWO FN V✓^� LOCKS CR LtAY BE U5E6 AS AN INSI .. U I12 LOCK.CONNECTION OF LOCKS TD CENTERMATF.;ID OR O2 SHALL BE AS INDICATED.ON NOTE N ABOVE LOCA ON OF L ON TY! .i1U t - x LOCKING RODS ARE NOT REQUIRED AT URRICANE POS(T?O:K,EUT MAY :5 �ra2�tu+9�0 as t � "+2�5 E� USED IF DiSSR�..O ifY-'Esv'HAP E SHUTTER PLRfO.MANCE. LOCK€NO�RODS OR AN A.LTERNAlIVE DEACE MAY ALSO BE USED AT.STACKING POSITION (NON HURRICANE POSITION), e. k "c �$SHALL BE USED T co R ANY SPAN ,AND INSTALIAnONS'pi ELEVATiCN, IT!LOCK ar. HALL USED AS Mt OUI510B OR INSIDE LOCK, ATTACHED TO CORNER CENTERIAM W/(2) 1/40-20 x 1/2"LONG FLAT HEAD S.S. M.S.TV*LOCKING RODS ' O � R�-trve AT TOP B BOTTOM SHALL BE USED.LOCATION OF LOCK SHALL Be AS L401CATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEOUL£S SHO1IR1 ON SHEET 12, 5: 'ONE ALTERNATE HV LOCK..Q.p MAY BE US-O IN-LIEU OF KV LOCK R Or 2 FOR.ANY SPAN-0.'tD tNo, CENIERICA Si TIONS AT ANY ELEVATION.ALTERNAT'c LOCK qq MAYt BE USED AS'AN INSIDE OR OUTSIDE"LOCK._ATTACHMENT a39 5 OF ileo-20«3/4"5.5.THUMBSCREW To @ OR:g CENTERMATES SLL HAB£MADE W'/ 1/4"0-20x3/4`ALUM. RNNUT AS SHOWN ON SECTION HVc.SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1,16 LOCKS AT 1/3 OF SHUTTER SPAN. 1�v f Sca" B•.u gagoR{CONDITION#4-FOP mysmNE momm RISE LA'n ONE HV LOCK @ or`Q or 6 SHALL BE I �I I USED AT T%2 OF SHUTTER SPAN FOR-ANY SPAN OR 12'ABOVE OR BELOW 1/2-OF SHUTTER SPAN FOR SPANS UP i t 'II TO 98',AND FOR INSTALLATIONS AT ANY ELEVATION:HV LOCK(;j or @--aro:MAY BE USED AS AN INSIDE OR OUTSIDE LACK,ATTACHED TO 0)or 12 SYMMETRICAL CENTERMATES W'/ [2)4/4'-20 x 1/2'LONG FLAT HEAD S.S. END S` 1177 M.S.LOCATION OF LOCK S:-BAIL BE AS INDICATED ON.TYPICAL SHUTTER ELEVATION, USE.'OF LBCKING ROCS 0 Yl/O� OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY.SHEETS 10 . ct-TaLs DN 'o T •e x I � n L � e e , v tiv x. TB-IYP,FULL *NOTES ON HV 'T" LOCKS AND CENTERMATM HEIGHT, OF CORNER wars . 1 CENTERMATE 2e_ONE ALTERNATE EL Z'LOCK( f1AY 9'c INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ,2'�: �,/al«0yy n,10 a ixa 1 STALL470N Ai ANY ELEVATION. AL( ATE LOCK O AY B USED AS AN INSIDE OR OU OE LOCK.ATTACHMENT �\::JJ ��::JJ `t:i CF LOCK 0�INCLUDES USING REINFORNi TACK- .AS SHOWN ON SECTION HVG.SHEET 9•*11CH MUST BE .TD, $w «1 ..6n ---� CONNECTED TO CENTER.MATES @ AND PS,W/ 1/4"0 0 x 1 1/2'LONG.S.S.THREADED BOLT W/7/6'0 x 3/32' u�, � � WWNUT OR W! 1/4'020x1'S.SM.S.INTO A 1/4:'Cx 15/8'RIVNUT.LOCK MAY BE INSTALLED AT WDSPAN OR 12' cc6 "z�7^^��,, �cx& 7 1'k$'a MAXIMIUM ABOVE AND 6-OW.I,POSPAN. USE 0:TWO LOCKING RODS g TCI'AND SOTOM IS MANDATORY. '�-1@&x+9.08- 8 -@7 oe (D �5a 9« *NOTES QN-HD LOCKS ENTERMATES:, 1.LQ LOCK'44' xO CEHTERLLATES f4d OR.i3�ONE ALTERNATE HD LOCK(9 MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION Hv LOCKS OR S2j FOR ANY SPAN ANO INSTALLATIONS AT ANY ELEVATION.ALTERNATE NO LOCK @ MAY BE USED AS AN INSIOE OR OUTSID".LOCK.ATTACHMENT OF NO.I= TO 0 IS 3 W/ JB x 3/8'F.H.S.S.MS,.AND INCLUDES N.T. REINFORCEMENT INSERT, AS SHOAN ON SECTIONS H08-HVBAND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MMYUM BELOW OR ABOVE MIDSPAN,.USE OF LOCKING R00S @ IS CGMPLETELY,OPTiOp'AL. FLORIDA UI on .High Veiccity Hurricane 7one, v 02011 EASTERN METH SUPPLY,INC. T \CENSF..•'�9 Accordion Shutter System . � T E C Q �a AS .�o H.V.BLADE#1 W1 OR w/o MV,WNDOd BLADE Yl Y Y< TILUT TESTING �c ENGINEERINO COMPANY ARf6r1CIITi Shutter SgstDms v.N 06LRi an DUE 0¢419 er As. °'. STATE OF �� s6 n.w.ssa s a: 30S Yri4YA CJR lYi E7IX EA:SIDS AssoclIItlon, Inc. OLD 11-033 111 9/t;ME; 11!29>I1 Phi-,;(365)871-1530.Pox:(3a5,1871-1631 4268 Westroeds Drive 9 DRAWING No ���411AA e- Uofl 8.rom West PCIRi Becch, FL 33407 TUIT i ,�'^,�9,2 . P.E�sfl-/6YLe1 URE/DATE FLCMa 4416, 5 SHE T OF 20 _ ATiCNORS PCUCO+ORETE, OR CONCRETE OCOGS PWRED pM7CRER55'Y3mU1£D!1 REQUSRED CONCRETE AM1'CHORS 1lACMHE SCREWS RECUR AECL§RE0 cOR (SSE SCHEDULE ON rl/1/a•-z0 CONCRETE ANCHORS - •/ © t7Si9Nc(SEL MOUNIINOSON SNEV 7) S-4w 13) NUTS 0 12'O.C. (SEE SCHSWUE ON SHEET 11) 4• _�'} /y�j / Min. f Ja 4-20x3/6•S.S. '—�'✓`.`-04 / r-f.. EO- ED ,I�-MI N£SO.O 5 E USING 1{4`-20 NUTS E.D. I. x.250•MD.. -->! nf 1 Oiso• F.,1 250'Mac6 p.a - f' .i� PT1WW_ tODD1S ati sit -,� ;IA MIN.SSPARATUON 70 CL,1.5S 4 1 n Ta Rx�tDA+D�- 1 OR y+�al . DUMNG�--- II)—_j - EXisiING i s€A i9 iDF 1 I '•"' ' ®� j C1A55 (S�SL71r'DL'L ON SHEET F aA�me Q i 1lE.SARATON TO GLASS 1 _______ GLA55---I. r-(�SCHEDULE ON SHEET I4) 110 J WALL HEADER INSTALLATION cuss �— @'HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION } KEYSTONE EXISTING M-.N.SEPARAnON TO CLASS (SEE SCHEDULE OV SHEET If)` CUSS- W aAg —� 1 OR.Chi"' � UN,SEPARATION TO GU55 - f � 1 �ung `Iii Ox m - (SEE sCHEOULE ON SH=ET 11) a. I coax Q/e E%7SiiNG ' m �- - OFTIONFL 1: f / r O°T:GNu aEl f f/a Nax: f7 �@ Q / . i/2' 19 -- 1 `14! --�=- I W,1/i'o-2Cx3/x'S.S. 1 �, tt�I PHtWPS TRUSS HEAD � 1/t•a-20x3/a•S.S.MttwPS EC MACHINE SCRMS USING ` CONCRETE ANCHORS -1RUSS HEN 4WCt4NE SCRIi:NS p QoR T 8 4 4 *-(SEE SCHEDULE ON W 1 1 S �-CONCRETE.ANCHORS 1 � 1• ]/t"-20 NUTS O SY O.C. � � / /`-2O NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) MUn. POURED CONCRETE— S"i- 13) P01.EO ONCR."TE—1 OR CONCRErC.BLOCK R aNLRETE BLOCK )ZNaA--7i ANCHORS REaU'Rl) 1 RECUIREp HV WALL SILL INSTALLATION �+ (SEE`CHEO=`ON OPV WALL SILL INSTALLATIDN POURED 4 CNCR--IE sHEEr la) OR CONCRETE BLOCK W&L REOUrR HV WALL SILL INSTALLATION NaT�RIR°a„GINATOY°-°•G110^�, INSTALLATION DETAILS W sEz SHEET 4'OR TYNZA-, SHUTTER *E.0..EDGE DISTANCE i SEE LW ATIONS Of USE fOR ('� I-{�/ BLADE ASSEMBLY 2 MOUNTING SECTIONS tx"E COlaBtNED (SEE SPECIFICA110NS ON;SMEET 10) BLADE ON SH.4tT TA :N ANY WAY TO SUIT ANY!kWAUTIO44 FLORIDA BUILDING CODE Ron H(gh Veracity Hurricane. Zone, ri,)�Ixr 02011 EASTERN METAL SUPPLY.INC. RTHA HVIM ` P 4\CENS�C' 9= a S Accordion Shutter System '7 G7q7o7.77 ■ ■ ■ KV.EilltE 7 W/OR W/0 H�:N1NDOrV 9UOE tro67 / American Shutter Systems DATE LPA"Rn Ac. 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( �/ / `1 I (sw.r{sz r tri uec 1 f" /Z. 2 i'/ ;l YA cR Itss+s �� E m T.acvxs axaa 1cSS t , 7 tx3lf" HEX—rm._1 F C f 3i5 i ! 1 i S 1, jc'c-zc.3Jt'ss nss T CPUs 4S O 9 C C. 114x3l4 ,D:S, tt ---E. N3 1I4 a NI,°1S CR 1Jtc 2G S.S.NS. WKCRc A'vCHaRS W/NUT Ct 9 O.C. SHEET 14iO'J4E CN .r I i l LL4 EfiISM PGM STPoJCTURAL j 17 aR 18 1/2• I1` I/ f 17 1� ISI ``� 2.OJ FAN .: - wut iRro(oEcc,.Tst c / •� +, T D 1; IF l$14w5/4'F.H.S:D:S. N w i1 7 Tiler j �J Pa �cLEZj �,� c t G s o.e '" rcua ccaa c / Cars RsTE AMC CRE �sEE NOTE 1 (ti) ,CTE 11(4) . —" r�nr,G a.0 ' F 1'+J+3 E'�M%''CREFE (V-E SCHEO'�LE 1147 44 SFc.E'1 OURS RAE,E\ Oti SHEET 1 d s_,03 CR QtYiC:tETE ELCCX: SHEEC 14) OR 4• sE1'BLOCK REOVRED OR CO,1 -ISSY�T NI iAfiLJtTfING INSTALLdTiON t3PTiCNAE--+ MIREDE: HV WALL-FLOOR INSTALLdTION 'L BY WALL WALK-OVER INSTALLATIO14 �a N^SSPIN&-V aAYCRIRE REOttiREa H F INGUARD INSTALLATION t a tit PnP APIN4nm ng 5frrmg pU� m�QN EFDORaeD •E D EDGE TIONS CE )?WcENr TO AN OPERABLE MIT ♦ s UM AON S OF USE FOR AScMO,Y�-EI{'aR TMM;tu. nUi'I c•. (5 °EC�:ciC+.40HS C,•tS'rtEET 231 8,�y EN7r{pC£ E"J0E i�. Gy1EET l__ INSTALLATION DETAILS Wr,j Hit BLADE 2 u JH'tNO SEC ONS CAN BE Gir+.81:EOy 1h AIN WAY TQ SUIT Aw LNSTALJATIO4, r,s..,:,., FLORIDA BUILDING CODE(Non 'Nigh Velocity Hurricane Zone, c}� . 02011 EASTERN UETAL SJPPLY,tNC, L�GEJV........... F ✓,p IIERTFWHVTM Accordion Shutter System tem-72767m i acAss�I a KV SAM,#1 W/OR W/O KV.%INXWv BLADE f : TILUT TESTING g ENGINEERING,COMPANY American SBLiter Systerns R GEscemax GAZE :anus,Gn AC.. 6ATE QF t�' N., c s_��s.x •GkM=lis, Z1196 Association, In*. 1. DIP 11-085 is �I. err 11/29/11 p'' --ti�i wxnc sCF}ex1-1510 ga :(3Cs)ar1-4541 A268 Wes.roQos Dime IDRAII NG No �fi` 11+ Q-m 1 4t—a.c Bpm hest Palm Beach, FL 33407 3 f j-192 .sslDAtAi��,+,111 sALTeR AEa-CTILLL-,Jr.P.C. 1sr MCRIM U.0 44167 S g}iEET P. 5 1L/S1Gkfl6Rx'/DATE s F 20 SEE Wns oN-I.CCKIM R=0.Far,.WCKS 'V I .. MYS ALTERNATE Nv LOCM�T,ON sHEEY 6. OUT IN EZIs1TNc.cASs INSTALLATIONS W� '1 HV ' -' *BLADE suck=4 HW ISvAto FM AM BLADE V CENTER A ES G lurEsApP N� ®moo t�. ca '•�bA 1�, r as-. MULN1G:.00ASS �..._..._. B , z° -2 Or`�ba l'.�'j'r xat� f/ '3 1/4' 7' / 7_ 1 To Cif OPPOSING SYMM TR1(CAL 0r C ATES toP/eaTTCA+1 !az31§'s:la.s.a 12' N S r M N, AatT O i oc.ru t t t i. 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BERTHA HV Accordion ShutterSystemE ■ ■ ■ ■ RV.MADE#1 W/OR W/0 H.V 141='&AD D * T r`' q fiTAT£Vii" ssss r: ass: vccaai tea'Ks+utxa aTtss Shutter Systems , ;a9?T T.-06J 1il23 ac..American JTlLLIIE57P1& Txt/2S <.TENGINEERING COMPANY Association, Inc. n P,hc^.a Ida91BFt-1930 Fc::(JGB)B7f-t63T 4268 Westroads Drive 2' D2A4VlNG NO W4st Pclm Beech, PL 33407 ` 91-192 �/�"•,y•.••••••• +� WALTM A TILL' F1eRTIDA U.Q 44167 6 SHEET P,E:'6E¢� I illD[/C3ATE n 8 OF 29 OR MUCRETE /�, `POURED CONCRETE OR. POURED COMAETE, POURED CONCRETE CURED;CONCRETE CONCREOURED BLOCK WALL OR BLOC•MO(WAALL RREOUIRED BLEtE OR CONCRETE,. -- BLOCK WALL REQUIRE" REQUIRED BLOCK WAIL REQUIRED EXISTING GLASS rRETE ANCHORf FJOSTING C1A55.. 9 161 oxo V J/J E%€STItdG GLASS '("' "._) 2"}A1 EXISTING GLASS 2"MIN, -..f_ ....-. :_1�. Mrti,SPARNTION �- ,f + VP SE?ARAim � TECHoMILS tS,'. EO SEE �'G TO MASS(S;£ it FMMR 4++j N'h '( .CItiS{?:EE I 1 f S(2'.EiXJ,E ON Sim 1/16 x3 MAX. 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SH 10 0 a 1 F oD�1 c 9 a+tsz s P.E� r�T4y?�'/llATE SCHEDULE N7 ULE d2 .,SCHEDULE 43 MAXIMUM SHUTTER SPAN "L+":OR. 'L-, * MAXIMUM SL-T' (f) FOR L+" ,!AXIAL-" SHUTTER 5r""N*"L+"" NOTES; (EE.} TERMNSTAL1AT0T3S Wf i OR L-" (ft) FGR OR 'L-" (fL),INSTAIIATION5 �_ & $ $,�'y &C,F�or or INSTALLATIONS Wff W kiEiT21CAL CFNTERIU �.,� CONCRETE:Fi 7 Lt:MAXIMUM pLtAplA3,E SPAN FOR A GIVEN Wf ONE H:V. LOCK cc or jSORy W000 (} X10 LOCK (a Wf NO LCCK€NG RODS or ONE Hd!C3'K or ar � Wf.017E HV LOCYS PO5#T:vE ASID,DE51 N PRE5SilRE RATING, t-:IW.AlLOWA9w SPAN FOR A GIVEN-NECATN CETITERMATES 6{�Vi/ ONE HV "T" W/NO LOCKING RODS OR W/ NO LOCKING W&L A, 6, 0"O, E. M, I: 0, P, C, ASID,DESIGN PRESSURE RATING. LOCK @ WfT1k0 LOCK IN RODS, f�TOP & {5EE NOTES T,tt} GD9 MOUNTING F.K't;. L R. S, &V. SOTTO!A !SEE NOTES (v 1 -ntatBt 081 (2).PROCEDURE to.DETERMINE MAKMUM SPAN FOR CONCRETE&YI00o SKEET 7y [FLOOR/CEILING G, H. I. !I"J T, V, WALL MOUNTINGS(TDP/BOTTOM)Q3 FLOOR/CEILING; CO1+1^RE1E&WOOD INSTmAna`tS(� •MOUNTING - . X.M.met r.4 "$0..CES �ttA ja ores itiSCtat,4S0 S &" GNEN F.POSITfvE ASA.DESIGN PRESSURE RATING, WALL MOUTiw R.00R/CEIUNG MEMR^c W.W.WW#IDNG P�vsSUM DETERMINE MAXIMUM SPAY"L+'FROM SCHEDULE, wzne NCUNItNG WAINi _ ae.. .Raruz F3.WiRJCENUKC uWRfi+G ^NEN.A NF.GaTN-e ASID.DESIGN PRESSURE.DATING, #'L(X1R(oaua{o MOUNTING (G 13 . at< (.rs-} Fiatxi sD.atauxrla0 l( -L-- ET RIIiNE WwNUM SPAY.'L-w*FROM SCHEDU!E. L f ".) L-Lal t# {.") L"41'd t t t1 t-4:3 .E 3 41=.1 L-417} V MAXI?3t7M sK.ITiER S?AA 1.i`0 "L FOR 3G oR-L= 161-01 I6"-0• 16'-0' 1b-0" 30 tb'-0' 161-0' 33 _16'-ri 76'-O'" ;sSYALtATtONS INTO-Wool'SNAUL BE�:L1ii7m T{!. ti.2 MAXIMUM ALLOWABLE SPAN IS EQ-'At YC THE IDS Pd.AS.D.D:SGN FRESSURE.RAt1NG_ .'M I DE7LRM:NED.SPAN 35 14`-10• 14,_10"..15'-2" i6'-O" 35 1'4'-10' i;'-:f0" 35' -35=-2"40 I3'-10" t:5'-t0" t4'-2' I5'-2" 40 13"-(0' lss0" ...53 14'-2" 15'.-2" (3)PROCEDURE TO'OETr'32!7,NE MAXIMUM.Sr'AN FOR 45 13'-I' 13'-7" 13'-4" 14'-3" 45 13'-I' 13'-1• 45 13'-4' 14'-3" t h'V CORNER CENTERMATE 03 MAY 6E USED AT ALL COM61NAT10N5 IN,BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 72'-B' 13'-7" 50W-51 12'-5' 50 .12'=3" 13'-1" ' UOUNRUG M. MALLARGNS.-LOCKING SPECIFlCATIONS W/FLOOR/CEIUNG MOUNTINGS: -.55 12'-1- 12'-11" 55 55 11'-i• it'-11' SHNI RE A5 INDICATED ON MANDATORY CONDTRON#2. " " FOR A MEN POSITIVE ASA.DESIGN PRESSURE .Btl 1t.'-+'- 1V-4' t'-7 12'-4" _ 617 11'-�!' t1'.-+• 60 7a'-2' 70'-11' NOTE g5.s4eu 5, RATING: 65 1 - Q' $S S'-5' 10'-I1 DETERMINE: U+-MAX:SRW FOR MALL MOUNTING INSTALLATIONS. 70 14'-6' 10'-61 10'-D' '1 t•-5' 70 W-61 101-6' 70 6-9' 9-4'-- L2>® TRX,SPAN FGR;.FLCGR/CE U&G"2dDUNi NG 75 10'-1' 10'-1' 10'-4' 1V-1' _ 75 to'-1" 10'^7' 75 I B`-9' ttEx&PT-THAT 11A%[?AUM SHUTTER SPAN'L+^OR 14STALtATIONS. 80 9'-10' W-10' 10'-W t0'-9". so I9'-10' 'L-"AND?=MUM ASD.-Df SNC PRESSURE RATING FOR FOR.A..GIVEN NEGATNE A.S.D.DESIGN PRESSURE 65 "-6' -9'-6' 6'-9^ to'-5' 65- 9'_G" 9'-6' INSTALLATIONS INTO CCNCRETE OR CONCRETE SLIXK RATING; 90 .... 9'-3' 9'-3' 9'-5" IO'-I' S0 9'-3' 9'-3' SHN3..a UMITM A'S�FOILGWSt .DETERMINE:. ---- i- CONNECTIONS'TO KEYSTONE MOUNTING 95 4'-D' S'-9' 9'-2" B'^70' 95 S'-0' W-9' Li­ MAX.SPAN FOR,11Att':MWND;YG INSTALLATIQNS; 100' 1`-9' 8'-4' S'-0` 9'-7" 100 9'-91 8'-4" LIMITED TO +64,-72 P.AA.AND 8'-C" SPAN,SEE L2--NAIL.SPAN FOR FLOOR/CE€UNT+I4OUNTING 105 6`-7' 7'-1 Y B'-S" 9'-4' 105 _ S'-7' ?'-�1' .MOUNTING(DON.SHEET 7, INSTALLATIONS. 110 S'-4' 7'-7' S'-7" '9'-2' tYD 8'-4" T-T FINAL MAXIMUM AttC` LE SPAY IS E[SL7A.TO 7I#E 115 W-2•. 7'-3' B'-4`" B-tt*. 175 8"-2« _7•_3• . MINIVUll FET`WE.EN.`Ll+',W.Rt=-AND '1-a-' tzo s'-a 11' 6'-2- SI-al izD - " 6'-•T" SEPARA 0 TO -GLASS SCHEDULE IdECD ANCHOR SCHEDULE NWTH Fit" MAXIVUu. 125 7'-10' ALLQtiYAELESPAN AND hEGATTvE AS,D DESIGN- 130 7'-9' 8'-5"- 7'-10" B'-i' 130 �'-s" 6'-5• MINIMUM PRESSURE.RATING TO DETERMINE MAXIMUM AN-_40R 135 7'-7' W-2" 7'-9" 7'-S' 1.1 d'-7° WiND ZONE SPACING. 140 7'-5• -u^ T-r 7•-6" 140 7'-s' 5'-:1" ASTM E-1996 SEPARATION 145 7'-3' S'-9' 7'-5' 7`-3" i45 ?'-3" - .5'-9" TO GLASS 150 7`-2' 5'-7' 7'-<' 7'--O" 1"50 7'.-2« 5•_7^. . 155` 7'-a. 1'-5' ?'-z" 6'—S" s55 7'-D" -''-S" 1., 7PLU 3 1,r 1 __._ c-11'.. 5''2" 7"-1,,. 6"-7". t6O 165 6'_10" ^I' 170 S'-g" 4•-11" W-11• _6'-2• 170 c'-9` +'-1 6'-0" IIS C'-7" +'-!#• 165 6'-6" <'-8' B'-6' _5'-10" I&0 6:'-6- <�-�" t� H V BLADE 165. 6'-5" 4'-6' 6'-7" 5'-e 185 6'-5" 4'-B' 190 6'^4" 4'-5" 6•-6" ;=.g" f9D v-4" 4'-5' 195 20O B'-2 4'-2' 6'-4" s' 3" 200 6'-2" 4`-2` 205 &-A' 1 4'-i` s'-3" 1 5'-i" 205 r;-1` +'-i" FlORl A'B ILDINv"CODE Non Nigh Velocity HL1rr"!cane Zone', 0 2011 EASTEZN METAL.SLPPLY,INC-' 1T1S' �`Na�c��N��6�7 ��"'= • � ® ■ BEFRTHA,HVTM viwAccordion Shutter Sys temT7L77EC70 7im AISS,A. KV.RADE#I wf OR w/o KV.s,(N_V,v MAD; TiLLIT TESTING.& ENGINEERING COMPANY American Shutter Systems tW n ascxPna atle A,n GF CC 1�•: eZ$b' a.:s+5e,ss.a7s,vxi m ri.ws r,.awA."1 a. AsSCC)at)0197 Inc. i- OLD ti-C63 7112971 GtFSi 1t/29l17 Pb (3a A71-1530.Pa.1(306A"1-7531 4268 'Westracds 23r1v0 ,P DRAWING Na .�y q r ��1#til+` : nc a6oc�.co r West Palm Beach, FL 33407 3 1 9,� `"•` S/aNAL y�11a41 PMLTGR A MUT lr.P.£. 'i . P.E. S 'fE*(c`L?i LRE/DATE O U./34167 8 SHEET OF 20 Bb G S i#O O.1.P 0 0 6 0 d G Z G .......... ---- ------------------ 4 111 1 J, I fit I i I I I I .....mt,imm.....mw..i —————————— .......... —————————————————————————————----------- I I I I I K11 I f I I I I I I .....1,. --------- -Itt Irl , l if 1 . . . . . . . . . . . . 4 , I , 11 1 - ]lit I --- ------- ;5;;;;M .mm...... ......... ... lit i 1 l 1. 1 k I . l Y f . . . . . . . . . i lit 1 1 I lit i ..... .... .... fA 00 Ffifi� mmol... .......... *,'ti Un' a it , qtr'` wCU16 4 ra 8�5 az S 1,605. ;1-5 R.; o . lit -- --- fi --- . . .It I I I ......... T�'�T 1 7 TI -1 I,4U, -E rill -It 1, ppaa Cis- --------- 6 ---------- INU I t' ......c...... 1.11,2 ----------- ..........mama..... CO 1.16 3 bq moray ...... .- : - bF . .. ....... 4 4 1A as -I b) 44 M . 1 'S MIA �+wpo l; 0 m Alf gh zo1n 7 0 If itt W V + 'iii p 0 , z M g I LS VI it= A C= 0 cp z raA�n.IALTTA ANCHOR' COAN�{in.) ERIu£fQR A Gi4 $HI f _SPA�1 SPECIPECATtONS CN Ari1CHOR REQUIREMENTS',POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD D�YCN NEGAOt+�PRFRCf(RC Tim`AMD A I $8. [{�jj1V0()- M�'tA^0.�'TYPF feR 0044:ts�i OR f�N.Gti TY'1. 11A S (SEE HCUNTIMOS E.G,A H ON SHEETS;It&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLL0WS1 PGlRPD E40CJi POURED OONC'RIOEW) (Uin,f c-.1 k5)f0 EXISTING POURED CONCRETEI Wxuuu OF WALL.SILL YOUNTING ©CEIUkG MGUNT)NG �FLOOR Fd4UNTlt='G - t/a'a TAP AN OR TAPCAh Y1TH ADA N�4 THREADFORt4 tBtrs+ Ger ucHGRS AS NutiF uREO.Br 17 t,BrnL4E:(u n Fc.3 aG SOAx A>d-Hot25 FLP .IN. FMNr7 - t/i"e x 3/a'AU PONS SOUD-SR ANCHORS,AS GS'RBUTEO BY ALL POINTS SCR'YA,BOLT 4 S°^CC7ALTY MURAt+.Y.(W.,f'e R 3 ks:) (R) fESEN 7tE0ATWE✓+`,LMtE 11 If LS6 Ce4l I 4"AE FF'i ?A't;C tati: _ CeSu'r tEtAi:",{pRt53.At.21F;Y;{;,�, - 7 j4"0-BL,. TAI'CONCRETE AVCHORS Yd/CAP AS MA.UFACTURED BY PLDRIDA FAMNERS DIRECT,INC.Met t'e a 2 kst) J0 4D 3G. 73. 50 h2 160 2205 J0 T 40 w: Sl fi0;723 ffsC 2C5 JR 40:53 1 75..41 7D 160 205 TA�','ON CR - 1/+"1 WPEP+AA'CHGRS AS MANUFA„LURED EY Md1ERS FASTENERS.INC..AYD BST,RiBUT=70 BY ASI.FC€AIS.$CRE"N,SOOT&VEC71sTY 16 72 13 6 ®p§ 5- 7a€1 10`d 8 d 6 14,t3 t t 16 i 6 5 6 6 iA C4N A91H AOVA,NCEO' I t„< THR.AFORM 7E�-NCLOLY COMPANY OR ANY OMFR APPRTdv'EO itt'F1tSFh OR A:THC.c3'c0 v£h60R'REWSTeBEG V.'iTH Talc At",ERiCR3+4NTTER"sYSTE.45 k&8O„'€d.TaY,i,'!e'C. -- - R LES 1a 1" t0 14 8) ti 6 4 74 12 19 1 9 P(P _6 8 141 Pat", SOLID-SEI ..R LESS T4 1] t0 8 1 a 1 8 6 1€ i4 i7 10 S P i 6 E S t4 112 t0 8 8 8 $ 5 f,112 t6 9 t 8 @I-i 14 72 t5 8 8 A d d !4 11; eG 9 A 8-5 b`LUE TAF Rj CAP NOTES: la ,2 1,0 R 9 7 1,5 J.5 14 / 90 4 6 8fi 74 ,2 t0 19 6 8 8 5 TAPPER+ A.Ij MINIMUM E)#BECkcENT 1h?C('OtRTEO CONCRETE OF-APCON OR TAPCON'AFiTEI AGVl4DE0 TY,READFGRtt TECHRGLCGY ANCHORS AND TAPPER F 14 12 t0 9 8 6 -6 A I, 12 74 9 5 5 6 6 14 t2 t0 fl 8 8 8 3.3 ANCHORS IS t J/4.AND FOR P..LVE TAP JYj.CAP fAN'CHORS IS 1 1/2'. 4-0" 74 12 10 9 8 A d , 74 12 OC 8 8 6 6 4.6 Id 72 f0 g 6 6 4 3.5 la 12 14 S 8 {8 6 4.5 14 12 SC 5 9-1 A B 5:s i4 L 72 to fl {0 8 6 4,s A.2)MINIMUM EIABEDMiMT OF I/4'd k 3j4'ALL PO:NTS Sato-Sn"Y At°CHCRS SHAH BE 7/8'INTO TIG POURED COh'CREFE.HG EtsSE4MCNT t4 t; 14 8 7.5 fS.S J.5 - 14 t2 70 3 S 1 6 d 5 t4 12 10 9 6 ,7 ISS a •+sE LPH'Ai10:'$tF'VSE FCi INTO S'UCCO S4,A.LL 4E PERUITTEO 1/4.0-20'S.S.MACHLNE SCREW USED SN41.L BE 1 €/2'LONG MINIMUM SHOULD STUCCO EMST.440 14 12 10 R f 5 ,8 1 dE.5 74 12 f0 6 6 8 €P 4.6 5th:. i LAN g`�'Ic 1"}d itWUL7 FOR dStA,.1, rR"Fi iW ST LOCO. 5-O" F4 72 74 8 1 8 s 7 ;b 1411: S:9,5:#5 3,s 14 12 1C 8 &,5,4' `21.` 3 1 _ c Rs OR ANY vriap,Re;d iRE-)4ST,-NC WALL UP FLOOR, I t3 i to e L 5 77.5'f 4$ i,t t2 tG,6 1 8 E 6 4.5 14 t2 1G A a d as 13.75 `R HORS HALL E£LING ENOLIO11i TO t2"EA Tire UMN{STRUCTURE EEHNII)6 WALL PNISHE5.FNCH.CRACE SHALL aE S stairnED 4N 1a t 12 45 7,5 f 43 e.51 16,S 6 (7.J 3.5 4 li i E3 34 8 B 6 4,5 1S. N�f Ai)At A.2j.ADM.FOR INSTA71AT10NS ON WNYL S'MNKI GLI!DFS V47H OR WITHOUT PETAL MM CONSULT ThIS ENGINEER-FOR 6'-0' 54 12 4 O _9 I P 8 1 6 - 1b 12 10 R 6 8 S 5 14'12 l0 ff 6 63 5 J:5 INS1ALi'A'{)CdN INTO E€t"S 01TT7 PETAL.STUDS.SEE SHEET 2(L l4 1]{ib 0 7,5 5.5 J - 14 /2 1016.5 7 5.5 4 J 54 12 6 &5 5,5 4 3 74 77 10 2 6 6 1- 14 72,f0 4' 8 66 5 3.75 54 12'310 8.5 8 1' x {B) TO EXISTINO CONCRETE 87.GCK;(ASTM.G-4A} 7a 6. I- ,4 17 74 R 6 05 4.5 A5 t4 i2 10 8 7 5 X5 J -i j4"0 TAPCOH OR TAMCON 411TH ADVANCED W. EAOFORN TECCHNOLOGY ANCHORS.AS A�.IFACTIIREO BY LT.YI.CUIU)EK. 7.-0. is 15 8 6 6 - - 12 12 10 9 e Y 5 a l4 1]110 9 T.S 55 a. J -1/4'P 3/4'ALL POINTS SOUD-SET ANCHORS,AS USMIMED BY ALL POINTS SCREW.BOT&SPECIALTY CCMPANY. la 112 S 7.5'6 4. J.5 - 14 10,5 $.514.5 JS - - 1/4"0 BLUE TAP CONC•€ETE A?1CHOR5'N/CAP AS MANUFACTURED DY FLC�DA FASTENZAS OIRECT,INC. t4[I� tG P.S.7 + - €2 f2 70.9 7.s 5.5 , 74 17 S 1 7 17.5 43 - - 7/4.0 TVIR+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND OISiR3SUMD BY ALL POINTS SCREW.BOLT&SPECIALTY tt 11!7 5.5 14? - i.4 113 i0 1 8 nti 1.5 + 14 12 9 6 43 5 _ CD5{r^RHP OR ANY OTHER AOPRGveD liC_hS:u 0fi ALTHO'nREO 4GMLuSR REUISTESEO YATR Tate N€E!s'CAN�TUTTE.R'�SYSTES€5 ASSCCAATON,INC. 12 14 416 6' -1- '4' 14 10 '@jB 6 4 - 14 f13 10 8 " 5 A5 - 14 12 IE.i 1 15.5 3 €_i- 14 72 5.5 6 J 25 9.5 6 5 14 B - - NOTES• 1a F2;g;5.17,5 S '-1- - ;,113 Al4S 6.5 5 - - 14 12 R 6 65 a -- - B,1)VI NIMUM EV$ECYRNT INTO CONCRETE BLACK OF TA-CON.BLL-z TAP W/GRP?ANCHORSANDTAP:ER.t AW:HORc'IS 1 1/4'ANO TAPCON IJ 15,I0..5 5 J,S j-__I_ - 14 112 Ip8 B.S 5 14 17' 3.5 5 1 4 - - �1A�`•4NOE3 THR=N7fOWd'TECHh;C46CY jyCf{OR5 IS a.-0. 14 112 to g 5 I- - 74 12 iC F 7.5 4:5 -(� 74 2 5 55 - - 02)WNIHUM EMS£DldEti OF 1/4%It 3/4'ALL PGM?S.SOL!0-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO Tt7E CO1:CR.UE BLOCK,NO 14 111.5 7S 6 4 - - - 7a.. 1f ] 5.5 S S'S - - 51 ,,5.3.51- - - j I4 t2 1 B 0:514.5 - - - fa t t2..85 7 EMBEDMENT INTO STUCCO SHALL BE PEAa MI3,1/4"0-20 S.S,MACHINE 5ORVt USED`SHA',L BE 1 l/2"LONG MihDIWA�"SHOULD'.ST000O 5.5 t a _ 11 M5!7 J.5 6 4.5 - - EIC?ST,AND'7'MINIMUM FOR WALLS WITH NO STUCCO, 15.5 6513:6 a€_ _.i- - 14 17 9 !7 6 4.51" - 14111 7 1.5 4.5 J.5 10--071t< 12 ,0 8 7.3' -1- a 74 12 10,e ANS 5 - '14 12 !s 6 5 t 4 - D 31 4't..0 S v1tAT PRECAST STONE•PRECAST CDN A=LE PANELS,t'A'.LE.S GR ANY VEIV.EPR 6EFOUND OH 1':'tE_J(1ST1`7 YtAli 0-n FLOOR, to t70.5 ?•s 33 - 5: 6.1-3 iiFa } - - 70 7,5 5 4 1 3 _ - _ X"CHORS SHALL BE LONG EC:=H TO REACH-THS MAN SMLCaJF.E BEHIND SO MAIL Fh&^M Ati Hr RAG_SOAU $ AS 104k-B ON Sa i7.5 R E 15 t 4 -t- 25 8.5 & 5 t 4 E 4 - - - NOTM 9.t)&8.2)ABOVE.FCR INSFALLA%QNS OR VINYL SIONO OR Eti'S AL1,:;CR%", =META,.STUDS CONSULT THS ENGINEER. 0$ 8 t 5 �-- €")._.- 6,5 S 4 '- _. IS 10 t£5 5 . 1 3.1-€ =0R€'vS'.A/�,t;a^,N I.tTO"SFS.:NTH Mt`TAL'STttOS SET.S!•!e'4T 20, to i, a 4q -1_ to 42 6 7 $ f4,5 - - 1.4110,5 7 15.5(4.513.`.1 - APTCHCRS SHALL-,-,INSTALLED FOLLO'NuNO ALL 4T THE ftECGNMEtiOr.Tt04ES AND S?6CIF�aTtOh;OF THE'PM6I=URS MA'„FACTLRc-R, 6. 00 7 -1- f- _ 17 S b 6.5 a� ] ! - 4 -7--T4b .:.5 3}gym - - w� . 14 t_ t5 - 6.5 61 -i- i- I- - is TINS 7S d _5 t2 ¢ E 45 4 - - (0) SE'S HESULE BELOW FOR EDGE DISTANCE(E.G.)tYRSUS SPACING.RELATIONSHIP FOR ANCHORS. a4 t3 70 - 1- - - o, 12 e s 5 5.s�- t3 1D &s' S - - E4G.£.G1_:AN:4 + SSiS_�C1i� ��E�i� a 65 4.5 _ , s,i- - a d 4 J - - - 951 6 )- i- - - eJ R.S BS a _ _ 0 c S 4 • - - UMPANJ ANCHOR SPA IN A.c ILD FOR F.DCE DISTA CeS INDICATED B51 GIN,FOR 0..LESS THAN THE LND u3.RECOCE ANC>VI SPADSC. RY tOwn L'rN0 SPA,G..hO S:+„h t 0.7 5 HDO TLE BY THE FO.EOa1N6 FAGTCAS. 3.5 4.s(+ - It 18.5 1,,, 4:b 3w. - FS4fY..'Ep S�rtt;iMS dGTA 4Q6 LSssYO FELT swu hu.0z€.EfXi fe'RN NC4UiA?xC NG.ttI�CAT60 M.D,-N A:,,bin TTi^E 11.5 75 6 5 72 18 a� 4.5 t FACTCR t7 E I 9 7 4 .`. 4 3 - 7.5 6 { 3 i 1'- _^ ACTUAL 1 R 6 s 4 - a -_ = TAPCON YANK ADVANCED TAPPER+ -t a i 7 _ 4 1 EDGE TAPCDN ALL fCA3fT SO1.I10 SET' eLLE IAP W/CAP A � € iJ ve !,� i- r as a5I 5 4 I s- - '� QR DIL"TAtiCE THREALL�oRM TECHNOLOGY M,'N.S0A3=rm 7131 E.D. MIN.SPAGhG 3" Mf1.SPACNO++3" Y€N,SPACINu'+•3 1/2" MV SP ti0 ;!' 3 1/4' 4, ��Ii� FYUR=_0 COhOREIf t 4RP„O LiTz^.E CwN."4TE&L05 P0URE0 G':NCRE'E S W COu:,.r,c &e0. CO'i7.f:E tX '[ELC'C'- - M/L. NaQ�tl( CC47CA£tE F-LAX CO'dCRETE BLC>r1S C NCPE'E HLO,.H 9 5 - Ia.S - -i- 'L"L-NV TSi C.O..J EG•3 141 I- - 1 J 6 1G 5s - - 05 B 5 - - - - BLADE WORKING Ft o 4.94 ��M: o f b o.7B 14 - - 1 650.6 4 =- -�-" 6:5 s J 1- - - IN UNISON �/�. _ �N 0.81 N A.0 7 - N 487 1 L--- 014 a€ M _T. ........._.. _.... _-"i"- ifls e S - - �! _ 2' 0,71 051 17.µ46.5l5.5 0.91 ig d5.e !- - - 6 4.S 13 �^7 Y}p{ y �.y.#1 )�j -y1 +; 4s$ {�I _ 9. $ i'Liiilllilt 1); IY3 'UU-lt`�i Tl 11'.r�r iSIOCEty Hurricane Zone' -,� 2011 EAS'METAL.SUPPLY,INC. ,4 � VGEPJSF `�� ��RTHA HV,TA Accordion Shutter System FLY, MADE#) W/OR'N/4 H.V.Y,lND61N HADA TR.LIT TESTING & r,, N ERING COMPANY' Amorican Shutter Systems Y_yHc' GescRPncN DATE rG>Aer,O AG. STALE t}� 5 xx,Jen 67 S-305 vim. �,ra�rA Jtes Assoctotion, Inc. i i OLD 1,363 :/ts/ at 7I/25/11 � - r ` fl rt: 7_IE,G Fa 4265 Westrc lds Drive a ,C 0R14,•.• Y' 114 tat}� (SDS)a77_,531 WeS( Palm Beech, Pt. 3407 J L+;?AVFSNG No rnc7.•Est c00c0 Dern z �S ••• Gt tat EB-cxd.,R 4 11-192 � FL17 'rrAL7FR a.i1LUT do P.E. I R.E. PAI' ,§ A3RE/'DATE FOR OA Ltc a a4,67 a -- S 13T OF 20 Florida Building Code Online Page 1 of 2 t IV(;da Departmeritll SCIS Home ; Log In } User Registration ' Hot Topics Submit Surcharge ; Stats&Facts Publications j FIC Staff BCIS Site Map j'Links y Search-; Busines } Professial }n'� product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail o • FL# FL12246-R2 Application Type ange Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 Call Expert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 Ca ert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By John Henry Kampmann Jr. J Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R2 COI EXPERT SHUTTER Certification of independence drwo 11-242.12d Referenced Standard and Year(of Standard) Standard Year SECTION 1609.1.2 ASTM E-1996,E-1886 2005 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12246 R2 Eouiv 09-210.01' Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OV... 5/19/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/29/2014 Date Validated 10/27/2014 Date Pending FBC Approval 11/14/2014 Date Approved 11/17/2014 Summary of Products dLFL # Model,Number or Name Descrl tion 246.1 Nautilus Rollin Shutter System ml f Use Installation Instructions pproved foruse In HV O FL12246 R2 II EXPERT SHATTER DRWG 11-242 Ddf Approved for u s- V :Yes Verified By:Walter A TIIIit Jr.,P.E.PE-44167 Impact Res ant:Yes Created by Independent Third Party:Yes Design Pre ure:+160/-160 Evaluation Reports Other:State wind zones 1,2,3 and 4(basic protection FL12246 R2 AE EXPERT SHUTTER Product evaluation report drwn 11- only).Pressure rating:+30,-30 p.s.f.at 20'-0"span and+160,-160 242.ndf p.s.f.at 8'-0"span with 1/2"slip.See sheets 15,16 and 20 for additional Created by Independent Third Party:Yes pressures and spans. go Contact Us::1940 North Monroe Street.Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EED 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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: eCP.eck M SCGUfIL'.111:1'itlCi' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g40V... 5/19/2015 GENERAL NOTES: 1.NAUTILUS ROVING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.1 HAS BEEN B.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE VERIFIED FOR COMPLIANCE H ACCORDANCE WITH THE HIGH EDITION OF THE FLORIDA BUILDING CODE.NAUTILUS ANCHOR'S MANUFACTURER, COUNTIES).SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH V0.0CItt HURRICANE ZONES(MMI-DAOE/BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET S. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED -3/8'0x1 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS,INC. FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FSC -1/4'0x3/4"SOLID-SET MANUFACTURED BY ALL POINT,INC. AND SHALL NOT EXCEED THE MAXIMUM (AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 28. -3/8.0 KWIK BOLT TZ MANUFACTURED BY HILTI, INC. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 -5/16"0 TAPCON MANUFACTURED BY ITW SUILDEX, INC SHALL.BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0,6 IN ORDER TO TO COMPARE THESE W/MAX.(A,S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18& 20 THRU 26. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE 2.IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED. MENTIONED SHEET.EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL, A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEIR ANALYSIS. FASTENERS EMBEDMENT SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE [�'L N.D.S.2005. GROUT FILLED OR NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ANCHOR SPACING 0 IOD% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK ACCORDANCE WITH SECTION 1609.1,2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 3/8"0x1 1/4'CALK-IN 3 3/4' 4 1/2" 1 1/4'(3000 Psi) NOT ALLOWED FLORIDA.REPORT Y 1030.01-08 AS PER ASTM E 1996-05•E 1886-05 AND E 330 STANDARDS,QUALIFYING 1/4'04/4"SOLID-SET 3' 3' 7/B"(3000 psi) NOT ALLOWED INSTALLATIONS FOR WIND ZONES 1. 2, 3& 4,MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION 3/8"0 KWIK BOLT TZ 9" 4" 2 1/2"(3000 psi) NOT ALLOWED INSTALLATIONS,AS DEFINED BY SECTIONS 5.2.1.1,6.2.1.2 AND 8,3 OF ASTM E 1996-05, SEE NOTES?& GN 5/16'0 TAPCON XL 3 3/4" 3 1/8 2 1/4'(2899 psi) NOT ALLOWED SHEETS 19&20 FOR ADDITIONAL LIMITATIONS. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED), SEE SHEET 2. 10.o CHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 4.ALL SCREWS(E%CEPT END RETENTION SCREW TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 5O k.;- -KWIK BOLT TZ EXPANSION ANCHORS TO BE AS MANUFACTURED BY HILTI,INC, YIELD STRENGTH AND 90 kof TENSILE STRENG �R CORROSION RESISTANT COATED CAR80N STEEL AS PER DIN 50018.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITW BUILDER&SHALL COMPLY W/FLORIDA BUILDING MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE CODE SECTION 2411.3.3.4. MENTIONED SHEET.EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. S.BOLTS TO BE ASTM A-307,GALVANIZED OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksT MINIMUM EMBEDMENT YIELD STRENGTH. OR GROUT FILLED B.NAUTILUS ROVING SHUTTER SYSTEM BEARS U.S,PATENTS 06,095,225 AND #7.409,980. ANCHOR SPACING 0 100% EDGEDISTANCE O 100% CONCRETE CONCRETE BLOCK 8' 7. ANCHORS TO WALL FORQ519E RAIL SHALL BE AS FOLLOWS; 3/4'0 KWIK BOLT TZ 27" 4 3/4"(3000 psi) NOT ALLOWED (A)TO EXISTING POURED CONCRETE:MIN. 3000 p.s.i.COMPRESSIVE STRENGTH. 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN-IN CONTINUOUS CONTACT -5/16.0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDER, INC. WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK.AND SEAL SHUTTER TRACKS ALL AROUND FULL-LENGTH. -3/8'0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILT], INC. 12.IT SHALT.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS A1)MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: TO BE-ATTACHEO.TO INSURE PROPER ANCHORAGE.THIS-SHUTTER SHALL ONLY BE ATTACHED TO-CONCRETE,CONCRETE BLOCK 2 1/4"FOR 5/16'0 TAPCON XL ANCHORS&'2 1/2'FOR 3/8"0 KWIK BOLT 3 ANCHORS. OR-WOOD FRAME-BUILDINGS. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13.SHUTTER'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS-ANY BUILDING AND ZONING A2)MINIMUM EDGE DISTANCE(E.D.) INTO POURED CONCRETE SHALL BE; -REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4"FOR 5/18'0 TAPCON XL ANCHORS&5"FOR 3/8'0 KWIK BOLI 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. 14.UFTING MECHANISM NOT PART OF THIS APPROVAL,BUT SHALL BE CERTIFIED BY AN INDEPENDENT TESTING AGENCY, A3)IN 615E THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON 15. (D)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND PROJECT;i.e.WHERE THE SITE CONDITIONS OEVIATE FROM THE P.E.D. SUCH PANELS. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS (B)TO'POSTING GROUT FILLED CELL CONCRETE BLOCK WALL'ASTM C-90 PRODUCT,BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -5/16"0•TAPCON XL ANCHORS,AS MANUFACTURED BY ITW SUILDEX, INC. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. B.1) MINWUM-EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (0)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. UNIT SHALL BE 2 1 4', NO EMBEDMENT INT6 STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. (d)SITE SPECIFIC PROJECTS SHAD.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE 8.2)MINIMUM.EDGE DISTANCE(E.D.) OF 5/16'0 TAPCON XL ANCHORS-INTO GROUT FILLED CELL CONCRETE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE RED. ENGINEER,SHALL SUBMIT TO THIS BLOCK SHALL BE 4'.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. B.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS.BE FOUND ON (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL-ENGINEER-OF -THE EXISTING WALL OR FLOOR,ANCHORS SHALL-BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND RECORD THAT PREPARED IT. SUCH PANELS. (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH (G-0.36),DOUGLAS-FIR-SOUTH G-0,46 OR 18,WSIH7EU� 'S LABEL SMALL BE LOCATED'ON A READILY VISIBLE LO:ATION AT SHUTFER IN ACCORDANCE SOUTHERN PINE#2 W/G m 0.55 MM. ( ) ( ) T 1l` 9�1 FLORIDA 15.8.2 OFITHING CODE, ONE E FLORIDA BUILDING CODE.EL BE PLSCFlED FOR.ORIDA BUILDYNGPCOIOE(on High'Velocity KurritarK Zone)-5/16'0 TAPCON%L ANCHORS,AS MANUFACTURED BY ITW P.ULLDEX, INC. A4 f = C2Dt1 TILTECA INC, • DRAWN BY: � = 1�Tauiilns. YGV./LD./AD. C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/2'PHYSICAL THREADED PENETRATION. NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. it IL Q//►► RO/IIt rUShU(ltlSYs'(e71r t2/t2/tt �/J-'-v ; SLS EE O.O IQ3C. OAiC C.2)MINIMUM EDGE DISTANCE(EDI OF TAPCON ANCHORS,INTO WOOD SHALL BE 2".EDGE DISTANCE IS BEYOND */".'L F : nwr resnrva k ENDINEEWND CDYPANY EXPERT SHUTTER SERVICES INC. ANY FINISH MATERIAL STIk[� Au aus N•.J90.a 9u Jol,w+mn aNmols n vt 1628 S.W.81LTM(XiE STREET A•• c4, t wm.,csstmn_tm.r.,,Om15n-,en 11-242 n Q, tt a-mag:t9tee9.9alrom PORT ST.LUCIE.FL 34984 DRAWING No C.3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON .9O••'••FCOR�•P'�\ 44 ® 6718 PNaNC:(500)749-GOES,rAC eft-M THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND r�4,� WALTER A ML Jr.P.E "•s xa r • + uN SUCH PANELS, p',•♦y. nT� !� FLORIDA Ue./44157 an oo-m nntn, SHECT t Ot 26 98 #9 #10 t m�sr wr #5 #6 #� e.r Tas' 4 0?. J494 er, h o4o asm #1 #P #3 s7#c4 aos .045• .eel' DUA x4sG � aeo o21a6 nx,e Ilan Q 4y1� .141• Ale. 041' mp•) 4Ai\ Q`Ep ML;AayOJ TRSSSHEADT40LOBETHRFAD411HT eceas 412CRIa9H0LHEADABTHPEAD4TDR gotor81.400' RlAr NIN' RIAW 67.1Rxa(B• ' • OPTION R'1 fAtONDIlI}RICI0PTI0N*2Tw7WA&M410HTSTAIN.ESSSTEEL T IC ,� C RONEOFAEE MRFC0RROSION C0ATDASYSR3AASWAFAMIRED BYGMEE.T0DATe4g11.0 a7T• qw• e flu•1888lal{iBL91ESTRBTDBl)• .679 I JB.TDs• (TYP') �1STARTERSIAT ,Hasa• BOKiy AIAIMNUMALLDY OaCiTBLE Vr-MAl10Y Frau m(Re) DETAIL•8 6fA1Evr•1 Q BASESLAT Oo AIUMNUMAl1W -- SCUE:vz r SOME Vr•f fGe' 200' ,�.I1' 1,750' '1�'• .17s'127D' 600D' 4.000' (UYDT0PIWN96H7IAN09G)N 000' .195 A4•• I. -fyKalmspm � OEtmiY.11AID P IR $ Ias207 TENSLEM0OLL183771W � �" ® 13UILD OUT TUBE TRISU FExiauu nxys�blala .las• ^u7eo• 470• a . e0awTGGmE:NUMALL.aV 000WTCHEDMIPACD fl01Wnr 6GIE:Yl•4 `°00 (_C RETAINING SYSfEM;SCREW+BUSHING 2 E1 BUILD-OUTTUBE '�'r SIDE RAIL 7k EO BUILD-0UiTUBE _ 0003TscAmir-ALLOY '!06170 ALEV7MAl1:0Y -mpy e06S A M I&-l'MPIIDY eV1E.1O'•f BCAIE 1?•1• y, Srxe trr•r r�$ -MUST BE REVIEWED BY SHUTTER MANUFACTURER TO ALLOWFOR A MINIMUM Baoo• .0.050'CLEARANCE BE•RYEEN LL -SCREW HEAD AND CAVITY WAAT NDN HURRICANE POSITIONS, 7.007 O BUILD-OUT,TUBE ��• e0e1TaA MINUMA=Y 4aoo• scuE vr-r 2S0'T .asD' i im-gTCil4•ITW/BUILDEXTEKSCREW ,yp• CARBON STS i SCALE tT-V •e .2w ID W16•O rTWIBULDEX TAPC0N XL ANCH0R CARBON STEM srALE vr-r . soon• 4040 QK STORM BAR 318'0 HILT),INC.KWIK BOLT 3 ANCHOR 097YEALUMINUMMIJOY © 4x7 MULLION SCkLE: r-V FO TRAPPED ANGLE © _4x8 MULLION G1 4x8 MULLION SCALE:t lOB7-TeAwA9Nr.UMAl1DY E00I.m ALUWNUMAt1f7Y aDBt-TeAwMIMIMNIDY WW-TS ALUMNUMNIOYSCAlE:3'S•f Fr. �.�� FLORIDA BUILDING CODE Non HI h YeIDeL Nurrkene Zone 6GyE;lr!•r TOALU INUM TSALUMIN k I 9 ry ) 4F4 / 02011 T6TFl0 INC. DRAWN BY: • AAF P GEN 'r✓Q lVaui�us ,�� �--y _1...�r%>> Rogln➢S6aEterSlalem Ix/Lx/It a R EC 01C7C. DATE TILLLT TESTING n ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. M PO N E NTS 5m xx Re 3m Wva, .n ate. 1626 S.W.EBLTMORE STREET �` 7�� ''k P''•"�'xsler'-'6t°•T°"!'°sp"''°T' PORI ST.L.UCIE,FL]49(!4 i t—242 (ZO STATE OF a m.0:q ee0o0tl.mm MONL• e00T ST.LUC.rAb 471 OABO DRAWING No Y`i EB•-0OOB719 .u[ m. eour� wt �'�� 5,, N /DATE FE. xFLORwRIDAALTb "157 rnant sLR:CT z ale a 1 4 y ii O �• to 1 SiDF1END CAP I I ,0 1e 2 HOUSING(BACK&TOP).040 THICK ° 3 HOUSING(FRONT&BOTTOM).040 THICK U4 SPRING BRACKET s ° 5 SPRING ASSEMBLY 6 60 NM OCTAGONAL AXLE .� 7 SIDE RAIL(MAIN SECTION) i 8 SIDE RAIL(COVER SECTION) r• ) j p- ° 9 ALUMINUM STARTER SLAT .�, 10 ALUMINUM SLATS 1-10 goo 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,-GEAR&MOTOR BRACKET BOLTS e 15 HOUSING(BACK&TOP).FASTENERS 16 SIDE RAIL_(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 LNG BO END CAP-ASSEMBLY COMPONENTS FLORIDA BUILDING CODE(Nan Mgh Velocity Hurrieone Zone) c21„TL,Ero LNG NW. autilus DRAWN C�'c_1N^ �'�.�- r p0mgsbauersprem 12/12/11 - �`'"—�°' .' IL 6�:01Ne. DATE S ` * *: TIWT T671N°!6NOINEENINO COMPANY EXPERT SHUTTER SERVICES INC. '�i1tr"��� ess+rah xn 9a as aL wou"""A R in 1828 S.W.BINYORE SiRfET +/ no.•w+YN-Imo.r.. (omen-Iml 11-242 PONT 8T.LUCIE,FL 34884 ''• <4 1 e-mel:-0=7ee,.com ORAWINO No a aNr )7.a�me,rAc 772 e7,oa21 .•-. ,c'•..�ORIOA�' 1` Ee-aooen2 m.ra �.� WALTER A.T11 Jr.P.E. e'• FLORIDA t-/44117 ...-., uwn 5lIEE7 ]ate o BOX �Y/8'dc Y/7 BOX V/9 {( j R V/9 K (rw. Y/6 & Y/7 END CAP END CAP END CAP 1 END CAP SLATS SLATS SLAB SLATS � SLITS SLATS k S14A75 -SLATS $ _15SL SLATS SLATS � O(/8 SUT9 /8 SUTS /8 SL7 TATS ATS W TS SLBATS p F SLBATS D (Typ. Ea. END) (Typ. Eo, END) SLITS SLATS A p (Typ•) {Typ•) sic S SLITS -SLATS / / •/ // / / STORM BAR SPACING7' Y/6 &-Y/7 (SEE SHEET 22 Y 6 & Y � / /7 Met.SLAT SPAN (SEE SCHEDULES ON SHEETS 15, 16&30) Max.SLAT SPAN I TYPICAL SINGLE U p (SEE SCHEDULES ON SHEETS 15&16) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMEN — E. N.T.S. TYPICAL SINGLE UNIT ELEVATION Wf STORM BARS *. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUT= NEIGNT• LASE 11 SHUTTER HEIGHT EQUAL OR LESS THAN I V-0'APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0'. (a) CURTAIN SHALL START W/11 SLATS AT TOP,FOLLOWED BY 82,#3, .....THEREAFTER,ALT. THE WAY DOWN.EACH SLAT#SHALL CONSIST OF MIN.FIVE(5)"SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT 94ALL BE' CONTINUED UNTIL"TOTAL SHUTTER HEIGHT IS COMPLETED.OUANTTTY OF FINN.BUT NUMBER INSTALLED'BEFORE BOTTOM SLAT®MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLAT®MUST BE ALWAYS INSTALLED. tb CASSE 7.SHUTTER HEIGHT LARGER THAN I V-0'APPLICABLE TO INSTALLATIONS W/O STORM BARS AND W/OR W/o MULLIONS W/HEIGHTS LARGER THAN 11'-0'. 41 ' T FLORIDA BUILDING CODE(Non Wgh Velocity Hurricane Zone) /e1 SLATS AT TOP,FOLLOWED BY 2, 3,.....THEREAFTER,ALL `,� ;• SF•••.•.' 02011 Te.TECO NC. u.t../La/a. (o)CURTAIN SHALL START W � ��' U�l��lS / THE'WAY DOWN.EACH SLAT i SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT , 8�A •1. ww dE7W1@IS)1f@10 12/12/11 NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 81 SLAT SHALL BE `��-�— DATE CONTINUED UNTIL 810 SLAT 5 INSTALLED.AFTER 810 SLAT IS INSTALLED,ADDITIONAL 810 * nLLrt rTsrwO&eNa1NEER1Na COYAANY EXPERT SHUTTER SERVICES INC. SLITS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. lS rp LTF x yrs xv.]a4 R s..]oa sura areoom m um 1626 S.W,SLIMOHE STREET '(VQ�+ �•:(YAp71-16]6.I.,T]6 w-1631 PORT ST.LUCIE,FL 34984 1 1-242 (b) BOTTOM SLAT BQMUST BE ALWAYS INSTALLED. O•••. Q. �CV + •-ma0:-000Oool.eam DRAVANO No • QRID.• 1d EB oDoe719 rxam® 7w aa>.,rAr m1 o➢eo ,.4 WALTER A III Jr.P.E. t� �•r mmm, 6na P.E.' `U• A,C FLORIDA Ua 7'167 1 91EET 4 OF 2e /' 4 5/16'0 TAPCONS XL W/ POURED 5/16.0 TAPCONS XL-W/2 1/4"Min. 1•x1•=1/S•OR 2'x2•:1/B• 1 4'Ox� 2 1/4'Min,EMBEDMENT CONCREf PM111111111114-�- BEDMENT& 1O.D.x0.060•GALV. ALUMINUM TUBE / /4•ITV!BUILOEX TEX SCREWS &1O.D.x0.080'GALV, REQ'D EEL WASHER 0 24'a.c. W/ I.0.0.x0.060'GALVANIZED STEEL STEEL WASHER 0 24'o.e. / 5/16.0 Min.E S D W WASHER 0 24'0.0. 2 1/4"Min.EMBEDMENT / ° 1 0 24'ox. 1" POURED CONCRETE I POURED CONCRETE II OR GROUT Fnlrn OR GROUT FILLED CONCRETE BLOCK CONCRETE BLACK II WALL REQUIRED. ' WALL REQUIRED, - O I fir* j� I EDGE OFT ri EDGE OF OPENR7G 11 M OPENINr EXISTIIIj 'v EXISTING EXISTING I GLASS--iN ° GLASSY^I i GLASS-----""� BEYOND (BEYOND) (BEYOND) (BEYOND) 2 11 I I �Q jI ii �P SEE ANCHORs % �. SEE ANCHOR x ON SCHEDULES ON SCHEDULES 4 H SCHEDULES ON 6 F I' SHEETS'17&18 ANCHOR o:N SHEETS 17& t8 aAo SHEETS 17 TIB: A0 1' A is TO SEPARATION L Min.SEPARATION Min. SEPARATION (SEE C MULES, I DMOR To Gess TO clrss S U m (SEE SCHFJNILE'S, EK1ERiQR el (SEE SCHEDULES, ON SHEETS 15&16) ON SHEETS.15&16) ° � ON SHEETS 15&16) D D O D 0/8 ` 0/80/8 " ° 0/e 0/8 ; 0/8 POURED CONCRETE j� POURED CONCRETE;; OR GROUT FILLED OR GROUT FILLED CONCRETE BLOCK POURED CONCRETE - CONCRETE BLOCK WALL REQUIRED , OR CROUT FILLED WALL REQUIRED. 11-71 ii CONCRETE BLOCKI+ ' EDGE OF WALL REQUIRED. II 0 OPENING EDGE g 1 OPENING I i ----2 1/16" �I 2 1/16' MIN. E.D MIN. E,0 1 1 1/2'x1 1/2"x0.062'xCONT.ALUM. / 2`x4'x0.062'xCONT, 5/16.0 TAPCONS XL W/ E ANGLE W/5/16'0 TAPCONS XL W/ PDUflEO-CbNCRETE 5/16"0 TAPCONS XL W/ T ALUM,ANGLE 2 1/4'Min.EMBEDMENT 2 1/4'Nin. EMBEDMENT 0 24'o.c. V-3 ksi Min.)REQ'D. 2 1/4"Min.EMBEDMENT 0 24'o.c. 0 24"a.c. WALL MOUNTING FLOOR/CEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS - """ -- 1 'T'��/- FLORIDA BUILDING CODE (Non High Velacily Hurricane Zane) INSTALLATION DETAILS ON EXISTING POURED .�''�; o2o„nL1ECG INC. D6ART/.6n � �`''• - Nautilus CONCRETE OR GROUT FILLED CELL CONCRETE `_'� 1L ECO.N1:. "°H�' "° "'DATE ^ 7 \ TILUT TESTING!ENGINEERING CANPANY EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS 'A�., s<i 6F �; M.' x;;>n ,�. a �1� 1626 S W.BILTYORE STREET 4V . �°,_&I PORT ST.LUCIE.FL 34984 71-242 SCALE: 3/16• 1• 0�'••.: o I'D aL4xx "nnOEB-0M 006718 wn PNa 74x GSE .Wit• )871-Mm ORAWINO ND NAL7QT A ntlFr Jr.PE pA E FLORIDA Pr- ue. 44167 . m mFxx x>n� • SHEET 6 OF 28' fYAL x x gnnA n.ED. POUREDOJ LL ED. OR GROUT FILLEDFILLEDF I OROR O OR i POl27W CONCRETE BLOCK SEE SCHEDULES ON LW EG OR ©� CONCRETE OR (SEE SCHWUtFS ON (SEE SCHEDULES ON CROUT FlLLW (SHEETS 17&18) GROUT FlLLW K SHEETS 17&18) SHEETS 17 k IB) CONCRETE BLOCK CONCRETE BLOCK (SEE SCHEDULES ON GROUT F1UID� \ \ S 17&1B) CONCRETE HErs K NA '.750• H 0 4'c.c. A OE ORE1 2S4B• 5.452• A z• 2' 2.®OR 0 1• A A` D - n. H FI 4 t 1/4 0 B•'T]P-- E D. 1/2°,1/4' 0 4'O.C. 1/2•,1/4' D 0 4'D.C. Wz A—URH MOUNT (WALL) OR,/6'S OR 1/8'sm 1/ ,t/4 D SECTION W STORM BARS 1 \\ OR 1/B`suP TRAPPED MOUNT BUILD-our MOUNT SECTION P-P (PLAN) GUILD-OUT MOUNT Sur /+e .t INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS G ORG G°R© ©oa G (FIN MF H A I {i 2.7 H AH * H H # H 0-:4 o.t,i f i A `®4•ox. I 1 ®4'O.C. ®4'o.0 A @4.O.e. A 1�_ _J! OR.1/6•SUP SECTION 0'=05 (PLAN) ORIENTATION#1 .OR'1/81/8•/LP 1/2 1/4' /4' 1/2 ,/4 '1/8'sup D 1) OR 1/8SUP /6P WALL MOUNT ENQ UWON SECTION 0 An' N SECTION -O-O (PLAN) SECTION- g R'-R' H ORIENTATION 1 ORIENTATION #2 ORIENTATIONS tf1 &tf ORIENTATION 1 A 0 4'G.c. A WALL MOUNT END UWON WALLMOUNT END MUWON WALL MOUNT IN OR M WON TRAPPED MOUNT INTERI R MUWON 4. INSTALLATION DETAILS INTO MULLIONS G,G1,G2 ,/2 ,/4 1/z ,/4 SCALE:1/4'-1' D OR 1/8•SUP OR 1/e'SUP D (2) 2"x4'OR 2'x6'STUD z --@ (22 2'x4` OR I (SEE SHEET 20) W' (SNE SCHEDULE * G 2 x6"STUD ) ALTERNATIVELY TO HO, A (SEE SHEET 20) (SEE SCHEDULE MIN. 1/2' 1/4"0-20x3/4" S.S. M- S, ON SHEET 21) PLYWOOD W/ NUT MAY BE USED ' MIN. 1/2" 1 FOR THIS CONNECTION ORIENTATION PLYWOOD-, WALL MOUNT END &'I TOR MULLION f�/J 1,76D' 2250' 2.OR 1' . V� D 1/2',1/4• rl _ TIT///I////HITT OR 1/8•SUP A 0 4'O.C. 1/2T,t/4' II A.T� FLORIDA BUILDING CODE(Non High Velocity HurAcon6 Zone) D oR t/e•SUP A �aa�4y� CEN,S' :✓9 02011 TUEco wa Nautilus MSV-ff" FLUSH MOUNT (WALL) BUILD-OUT MOUNT J F �� _ �"'- � 1toIIleg58ttCesSlstem 12/12/,1 GATE SECTIONS 0'-0' (ELAN) * / 984 y�tES �, * TWT TEST NG CNOINEERNO COMPANY EXPERT SHUTTER SERVICES INC. STA / x� +�°" te'io.'im ap°mpn tGM1,tutm 1626 S.W.Ba1MORE STREET 1 1-242 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS TE OF �'°mho:m,eC6bao.mm (NOPORsr.LUGF F' "18 DRAWING N. �O••••• ,:(`4V 1� E8-ODD8719 PnaNE:(600 746-0me.rAv, 6)t-OBBO SCOL&1/4'.1' t WALTER A.,ILLIT Jr.P.E. — g'L IC ,BATE FLORIDA Uc./4L187 6 Or26 � 4 TYPICAL MANDATORY PROCEDURE FOR VERIFYING SHUTTER CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO BUSTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*) STEP 1:OBTAIN JOB SITE'S AS.D.DESIGN LOAD(p.s.f.)FOR THE OPENING AND DESIRED PROCEDURE 4b;IF MULLIONS ARE USED BUT W/O STORM EARS SHUTTER SPAN'V(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MUW ONS ARE USED BUT W/O STEP 2:ENTER TO CHARTS I (In OR Ib) THRU IV ON SHEETS 16&16 TO DETERMINE, STORM BARS SHALL BE BASED ON INSTALLATIONS PERFORMED WITHIN ASTM BASED ON AN ASSUMED SLAT SLI (In),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN WIND ZONES 1 THRU 4 INDICATED ON CHARTS Ic, Ile, III & IV ON SHEETS 15& LOAD(p.s.f.);AND SHUTTER SPAN'L"(ft);THE REQUIRED FINAL SLAT SUP THAT SLATS 16. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS.FOR INSTALLATIONS MUST BE INSTALLED WITH TO MEET THE REQUIRED LOAD AND DESIRED SHUTTER WITHIN ASTM WIND ZONES 1 THRU 3 WHERE MINIM17JNG OF THE PROBABILITY OF SPAN. BREACHING OF GLASS IS DESIRED EVEN THOUGH IT IS NOT REQUIRED BY THE FLORIDA BUILDING CODE,MINIMUM SEPARATION TO GLASS FOR SLATS SHALL BE THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IV TO PROCEED IDENTICAL TO WIND ZONE 4 VALUES. WITH SHUTTER INSTALLATION VERIFICATION: 2.ENTER SCHEDULES to THRU 2c ON SHEETS 24,25&26 W1,DESIGN LOAD:MAXIMUM e ENTER A.S.D.DESIGN LOAD:SEE STEP(1)ABOVE. MULLION SPACING(MAX,12 OR 7'), AND DETERMINE MAXIMUM MULLION SPAN • FOR A SPECIFIC SHUTTER MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR I,G2),MULLION TYPE&MULLIONOTIEN RTATION SPACINGS FOR A GIVEN(G, TYPE,THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: 3.SEE SHEETS 10 THRU 13 FOR REQUIRED MULLION CONNECTION DETAILS ATTOP& LmAx:THIS IS THE MAXIMUM ALLOWABLE SHUTTER SPAN FOR WHICH A GIVEN SLAT BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS SUP(12',1/4',1/8°)MAY BE USED,FOR A GIVEN AS,b.DESIGN LOAD. INTO CONCRETE FOR A GIVEN MULLION TYPE(G,GI.G2). LmN:THIS IS THE MINIMUM ALLOWABLE SHUTTER SPAN FOR WHICH A GIVEN SUP PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED Mt?,IM,V8')MAY BE USED,FOR A GIVEN A.S.D.DESIGN LOAD.IN CASE JOB' 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS SITE DESIRED SHUTTER SPAN(L)WAS SHORTER THAN LL+N,THEN TO THE ARE USEDSHALL BE BASED ON INSTALLATIONS PERFORMED WITHIN ASTM WND ALLOWED FOR THAT OTHER SHORTER SUP. OTHER CHARTS WITH A SHORTER SLAT SUP AND VERIFY THAT(L)13S ZONESI THRU 4INDICATED ON CHART Ia,SHEET 15,IT SHALL BE MEASURED FROM BACK'OF'SLATSTD GLASS:FOR INSTALLATIONS WITHIN ASTM WIND ZONES 1 MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHARTS Ia, Ile,III& THRU 3 WHERE MINIMIZING OF THE PROBABILITY OF BREACHIN=F GLASS IS' W.PROVIDES SEPARATION TO GLASS FOR-SHUTTERS-W/0 OR-W/STORM BARS(SEE DESIRED,MINIMUM SEPARATION TO GLASS-FOR SLATS-SHALL BE IDENTICALTO STEP 4)BASED ON SHUTTER INSTALLATIONS-WITHIN WIND ZONES 1 THRU 4,AS WIND ZONE 4 VALUES. DEFINED BY ASTM E 1888-05,SECTION 6.2.2. 2 ENTER TABLE 1 ON-SHEET 22 W/AS.D.DESIGN LOAD AND STORM.0.4R SPACING- STEP PAGNQSTEP 3:OBTAIN INFORMATION ON SHUTTER'S SIDE RAIL ANCHOR SPACING REQUIREMENTS AND DETERMINE MAXIMUMSTORM BAR SPAN(HEIGHT). FOR CONNECTION TO EXISTING STRUCTURE FROM-ANCHOR SCHEDULES-Ve&VhAN SHEETS 17&1S.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE, 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH AS.D.DESIGN LOAD AND STORM BAR SUBSTRATE,MOUNTING TYPE,AS.D,DESIGN LOAD&SHUTTER SPAN AND OBTAIN SPACING AND DETERMINE APPLICABLE OPTIONS'FOR STORM BAR CONNECTION TO MAXIMUM ANCHOR SPACING(INCHES ON CENTERS),SEE GENERAL NOTE 7 ON SHEET CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECSATANCHORS TYPE 1 FOR ANCHOR SPECS. ORG ErMOVABLFOR E(ANCH RS BIOUS O&C)INSTALLATIONS 8 A PES COVERING PERMANENT O(ANCHORS ORANCHORS STEP 4:IF SHUTTER INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS& PER CONNECTION DEPENDING ON A.S.D.LOAD AND STORM BAR SPACING. MULLIONS,THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. 4.ENTER SCHEDULES 1a THRU 2O ON SHEETS 24,25&28 WI DESIGN LOAD;MAXIMUM MULLION SPAGNG(MAX,12'OR 7'),AND DETERMINE MAXIMUM MUWON SPAN PROCEDURE 4a:IF STORM BARSAE USED (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPAGNGS FOR A GIVEN(G. G1,G2),MULLION TYPE&MULLION ORIENTATION. 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON INSTALLATIONS PERFORMED WITHIN ASTM WIND ZONES 1 THRU 4 5.SEE SHEETS 10 THRU 13 FOR MULLION CONNECTION DETAILS AT TOP&BOTTOM INDICATED ON CHART Ia.IT SHALL BE MEASURED FROM BACK OF SLATS TO FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO GLASS.FOR INSTALLATIONS WITHIN ASTM WIND ZONES 1 THRU 3 V%HERE CONCRETE FOR A GIVEN MULLION TYPE(G,GI,G2), MINIMIZING OF THE PROBABILITY OF BREACHING OF GLASS IS DESIRED EVEN THOUGH IT IS NOT REQUIRED BY THE FLORIDA BUILDING CODE,MINIMUM ' PROCEDURE PER-STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO SEPARATION TO GLASS FOR SLATS SHALL BE IDENTICAL TO WIND ZONE 4 VALUES. WOOD FRAME STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS 2 ENTER TABLE 1 ON SHEET 22 W/AS.D.DESIGN LOAD:STORM BAR SPACING AND APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN(HEIGHT). �j111(IIII'.v1"TlLtir _ FLORIDA BUILDING CODE(Nan High Veloelty Hurr cane Zone) 3. ENTER TABLES 2 OR 3 ON SHEET 23;WITH Ar.D.DESIGN LOAD AND STORM BAR $ ? o zOt 1 mtEco M. s• ORAnN er SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO 4 l�' .. SE = Nl��T il�uS' •c.v./L(L/Aa. CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS-AT ANCHORS TYPE Q LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D) RuIH+{gShut(erSys(em tx/tz/,t OR REMOVABLE(ANCHORS B&C)INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS La �►®INe. DACE PER CONNECTION DEPENDING ON AS.D.LOADAND STORM BAR SPACING. _ i()W TILUT TESTING a ENGINEERED COMPANY EXPERT SHUTTER SERVICES INC. Uc sm,uA xac,u.sti J06 vJmnu a tS n.w 1676 S.W.UTIJ RE STREET .0 Ia1 F..»,Htmw .�.:wmwr,_,m, PORT ST.War,FL 34984 11-242 nAleta DRAWNG No -ODO67fi= xw-Re WALTER A. L .1PE FLORIDA L44 r SHEET 14 OF 26 III SLAT PERFORMANCE CHARTS I8. Ib- & IQ (ONLY VALID FOR 11211 SLIP) FOR A GIVEN A.S.D.DESIGN LOAD(p.e.n,SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS WI OR W/O STORM BARS Ua'0 CHART IR CHART Ib NAR Ib CHART IC USE wKYW wax HE1NEEN POSIINE Lw 3/8"0 KWIK BOLT 3 ANCHOR 5116"0 TAPCON XL ANCHOR USE UkV M FoSITwE ASD.!IIID YAWS POURED CONCRETE To POURED CONCRETE OR MIN.SLAT cRDUT FIUEO CELL CONCRETE SL SPAN WXWA MAIL SLAT SPAN • REQUIRED-MM.SEPARATION TO G= AMA 'U=*(FT) • (FT) (FT) MEASURED TO BACK OF SLAT(n) OEM WNL TAPPED auao-aur vuf tl��n`rr-op�u3,r BUILD-aur MEOW w O STORM SNtS w STa81 BARS mm LWR mm1 6¢x089• g¢NDIO 0 DEE NORs® l<Q NDR9 rL__..0 _Gffi Nmaw 8® i ND WIND ZONE ND X1ND Zp'✓E NOTlB• 1-3 4 1•-3 4 30.0 20'-0' 20'-0' 20'-0" 20'-0' 20'-0' 20'-0' 201-0` 181-0' B•-1" 1" 141/2- 6' 7' 38.0 20'-0" 19'-10" 20'-0" 18'-0' 20'-0' 19'-6' 19'-0" 16'-3' 7'-9° 1 141/2' 1. 7' 40.0 20'-0' 19'-B" 19'-7" 16'-6' 20'-0" 19'-0° 17'-4' 14'-10" V-5' 1" 14 1/2" B° 7' 48.0 20'-0' 19'-6" 18'-0" 15'-3' 20'-0' 18'-5" I6'-0" 131-9" 7'-2' 1' 14 1 2' 8" 7' 80.0 20'-0' 1 19'-4" 18'-9" 14'-2' 19'-1" 17'-2' 14'-10' 12'-10'7 7'-0" 1' 14 1/2- 8' 7' 20'-0' 19'-2' 15'-B' 13'-4' 13'-11' 12'-1- W-9' 1' 141 2" 8' 7' 80.0 19'-5" 1T-11` 14'-9" 1 12'-7' 16'-0' 15'-2" 3 13'-2" 11'-5 6'-9" 1" 14 1/2' 6' 7- 18'-4' 18'-10' 13'-11' 11'-11' 12'-5' 10'-111 6'-9' 1' 14• 6` 7' 70.0 17'-4' - +5'-11" 13'-3" 11'-4' 15'-0• 13-8" 11'-10' 10'-4' 6'-9' 1" 13 1/2- 6' 7' 78.0- 16'-6.' - 15'-1" 12'-7" 10=10° 14'-3'- 13'-1' 11'-4" 9'-11" 6'-9° 1" 13 1/2° 8' 7' - 80.0 15'-9' 1.4'-4" 12'-0"'- 10'-5' - 13'-7' 12'-8" 10=10• V-7' 6'-9' 1° 13° 6' 7' 05.0 15'-0' 13'-9" 11'-7' 10'-0" 13'-0' 12'-1" 10'-5' 9'-3" 8'-9° 1° 13" 6° 7' 90.0- 14'-2- 13'-2' 11'-2" •9'-8' - 12'-8' 11'-7' 10'-1" B'-11" 6'-9° 1" 12 1/2' 8' 7' -95.0 13'-5" 12'-B' 10'-9"- W-4' 12'-0' 11'-3' 9'^9' '8'-7' 6'-9' 1" .12 1/2' 6' 7' A= 12'-9' 1 12'-2"' 10'-5' 1 91-1" 11'-B' ..10'-10" 9'-5" 8'-4" 8'-9' . 1" 12' 8' 7' - 10&0. 12'-2' 11'-9" 10'-1" 8'-9' 11'-3' 10'-6° 9'-2" 8'-2' 6'-9' 1" 11 1/2' 8' 7' 110.0 11'-7' 1 11'-4' 9'-9" B'-6' 10'-11' 10'-3" 8'-10" 7'-11" 6'-9' 1' 11 1/2° 6' 7' 115.0 11'-1' 1 11'-0" 9'-6" 8'-4' 10'-7' 10'-0' 8'-B' 7'-8' 6'-9• 1' 11 1/2' 8' 7' 120.0 10'^8' f0'-8' 9'-3' B'-2' 10'-3' 9'-8' 8'-5° 7'-6' 6'-9' i' 11" 1. 7' 125.0 10'-2' 10'-2" 9'-0" 7'-11' 10'-0' 9'-5" 8'-2' 7'-4° 5-9' 1" 11' 8" 7' 130.0 9'-10' 9'-10" W-9" 7'-9` 9'-9' V-2' B'-0' 7'-2' 6'-9° 1" 10 1/2' 6" 7' 135.0 9'-5' 9'-5" B'-6" 7'-7' W-6' V-11' 7'-10' 7'-1' 6'-9' 1" 10 1/2- 6' 7' 140.0 9'-1' 9'-1' 8'-4" 7'-5' 9'-1" 8'-9" 7'-8' 6'-11' 6'-9' 1" 10 1/2' 6' 7' 145.0 8'^10' 8'-10" 8'-2 7'-3" B'-10" 8'-6' 7'-6" W-9' 1" 180.0 8'-8' 8'-8" B'-0" T-2' B'-8° 8'-4' 7'-4' 6'-9' 1" 10" B' 7' . 155.0 B'-3' 8'-3° -1 7'-10' 1 7'-0' 8'-3' 8'-1' 7'-2" 1 7' 180.0 8'^0' 13'-0" 1 7'-B' 1. 6'-10' 1 8'-0° 7'-11° 7'-1' 6'-9° 1' f0" 1 6' 17' fI NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT j1�Nlll�iii ii SPAN AND A.S.D. DESIGN LOAD. ErEEr T(LU FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITHd 02011 T63ECO INC. ORnxW en /S'/KWIK BOLT 3 ANCHOR ORS 16'9 TAPCON XL ANCHOR •INTO ��S ENSF : POURED CONCRETE OR GROUT FILLED CELL-CONCRETE BLOCK, OR �'„ E C O INc. � � 12O%n11 WITH 1/4.0 TEK SCREWS AT MULLIONS CONNECTION. VAUD FOR `�,'4�'rr --y' r WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. �1K3 rr.'w TIWT TESTING!EIIGINEMING COMPu+9 EXPERT SHUTTER SERVICES INC- . . / Or am Na.xn fa m wlmo� .aim 1626 SW,B LTMORE STREET (E W a.,.:Dm�1-'mo.w (m e�1m1 11-242 J. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE * '; $(� Q `7. -1:tome•G"n.ean wGe PORT ST. CZFL34984 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES, :A''•. \�:8 1 -0006719 Jr.PE mee.ee. 749 G OnFIAFGOA Ile 44167 ao a►sr ��>n� ra1LET iS OF 16 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE==W/5/16"O TAPCON XL ANCHORS TO POURED CONCRETE WALL OR GROUT FILLED CELLCONCRETE BLOCK WALL,A.S.D.DESIGN LOAD&SLAT SPAN RAN WALL MOUNT SLAT SPAN-RANGE soma pmw0'-4't >4'-5't >5'-6't >6'-7't >7'-9't >g'-12't > 12'-15't > IV-20't RANGE(P/� S 30.0 B. g" g" g" g" g" 7 1/2" 5 1/2" >31-40 g• W. S. 6., 6• 6. 4' >41-6o g• g., g. B" B" 6" 4" 3 3/4" t JI0.ffi: >61-80 g" g" g° g" 7" 4 t/2° 3 3/4" - SLAT MAX. SLAT*SPAN FOR A >e1-1os .g" g" S. 6 1/2" 5" 3 3/4" 3-S14' - �—SP - y GIVEN A.S.D. DESIGN U]AO SHALL.j1 M-EXCEED MAX, >f0a-1zo g" g" g" 5 1/2° 4 t/2" 3 3/4" - - o� SLAT SPAN INDICATED ON >121-140 g• 7 1/2' 6" 4 1/2' 4" 3 3/4' - SLAT PERFORMANCE CHART >141-160 8" 6° 5" 4° 4" _ _ _ ON SHEE(S 15 k 16. SLAT SPAN DEFINITION TRAPPED MOUNT SLAT SPAN RANGE xvol 01-4't >4'-5't >5'-6't >6'-7 t >7'-9't >9'-12't >12'-18't > 16'-20't 'RANOELP.r) s 30A 6' 6. 6' 6" 6" 6' 5 1/2" >31-40 8" - 6" B" 6` 6" 5 1/2" 4 1/2" - >41-60 e" .6" 6" 6" -5 1/2" 4" 4• -ao 6" 6' 6" 6' 4' 4° - - .>E1-105 4 3/4" 3 3/4" 3 3/4" - >106-120 6" 6° - 6" 5" -4° 3 3/4" - -. >121-140 -6" 6" -' S 3/4° 4, 3 3/4" 3 3/4" >141-160 6" 6" 5' 1 3 3/4" 3 3/4" BUILD-OUT MOUNT AMA SLAT SPAN RANGE 0'-4.'t >4'-5•t >5'-6't > 6'-7't > 7'-9't >g'-12't > 12'-16't > 16'-20't RANNCE o 3_V_ 3 E E 3 E 3 E @ 0 In ft E s 30.0 6' 6" 6" 6" 6" 6" 6" 6" 6° 6" 6" 6" 6" 6" 6" 6" 6- 6" 5 1/2" 5 1/2" 4 1/2" 4" 4" 3 3/4- >31-40 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5" 4" 4" 3 3/4° 3 3/4" 3 3/4" 3 3/4" >41-60 6" 6" 6' B" 6'• .6' 6" 8" 6' 6" 6° 6" 6" 6" 6" 4" 4' -3 3/4" 3 3/4" 3 3/4" 3 3/4' - >61-60 6" .6" 6" 6" .6" 6' 6' 6" 5 1/2 6" 6" 5" 5' 5" 4" 3 3/4" 3 3/4" - 3 3/4" 3 3/4° >61-105 6' 6" 6' 6" B" 6° 6" 6" 5 3/4 4 1/2 4 1/2" 3 3/4' 3 3/4" 3 3/4` 3 3/4" 3 3/4' 3 3/4" - - - - - - - >1os-tza6` 6" 6" 6" 6" 5 1/215 3/4-.5 3/4" 4 1/2 4 1/2 4 1/2" 3 3/4 3 3/4" 3 3/4' 3 3/4". - - - - - - - >121-140 6' 6" 6` - 5" 5" 4" 4 3/4` 4 3/4" 3 3/4 -4 1 2 4 1 2 3 3/4' 3 3/4" 3 3/4" - I - - I - - - - - - >141-160 6° 1 6" 5' 14 1/214 1/2" 3 3/41 4" 1 4' 1 1 4' 1 4" 1 - 3 3/4" 3 31C I - - - I - - - - - llrlrrrrr�r�iiti'� FLORIDA-BUILDNG CODE(Non High Velocity'Hurticane Zone) 10 ✓ 02011 11LTECa INC, 'DRAWN af: 1411, t?� �GENSF'••.9 Nautilus. ,,�. �—�• ..`.""�p�.`J r"y„wEfSyvftm 12/12/11 EXPERT SHUTTER SERVICES INC. '"T` / �� /l� ` PWT TESTING t ENGINCERING C04PANY • r15a Nt 3NA 0.tih.T]S Mmw�ONm1M1 rt 31,1 FOR S.W.UCIFSILTMOREL STREET 1 1-242 iE°. $TA1E a•••'amm1,-1eTo.r" (PP!oT,-131, Po6r sr.wcE r1 34664 QF W a-ma0:EB-000719 007aRAWINa No 1 Pram lana 740-Dale.FA1a en-Pwo WALTTA A 1LL111 Jr.PE I macro. mue un FIDPoOA 17e. 44197 a+o-m an i SHEET 1e or 2e '�i...niirrrrlll