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Home My WebLink AboutProduct Approval do ."OA DMRWskr OF Msmsin M wa ess, 0 1; - 1 0 --- lati BCIS Home �,Log In User Registration. Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff I BCIS Site Map Links Search Florida: Product Approval rr� - USER:Public User Product Approval Menu,>Product or Application Search>Application List,>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived t7 Product Manufacturer American Shutter Systems Association,Inc.' Address/Phone/Email 4268 Westroads'Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative I: I Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE R Validation Checklist'.Hardcopy Received Certificate of Independence FL389- R8 COI HV ACCORDION CI NONHVHZ.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from.the Code i I Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products . . FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top'and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc., Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A.. Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.1)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade.w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison:Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5.for others ASD pressures. 389.2 FBer�haHV Accordion Shutter-Blade Extruded aluminum interlocking blades reta3Inc (Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085 Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Fl Impact Resistant:.Yes Created by Independent Third Party:Yes � Design,Pressure:N/A Evaluation Reports Other:Large missile level"D". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG p.s.f negative ASD load depending on centermates and Created by Independent Third Party:-Yes locking rod configuration for the HVS blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p,s,f.for metals.stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, it and 20 respectively of installation drawings for other spans and ressures. 389.3, Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO:-_(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-084.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 :R8 AE A.S.S A. INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively I Back Next ' i I, Contact Us::2601 Blair Stone Road,Tallahassee FL 32399,Phone:850-487-1824 I The State of.Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida statutes;effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: L� "ec:AxY. M Credit Carel: Safe' i GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTQJ SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIAED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA - BUILDING CODE:THIS ACCORDION SHUTTER SYSTEM SHALL NOT.BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p F,�T DESIGN WIND LOADS SHALL BE DETERMINED AS PER_SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF: CON I:T EIV I S BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 AND.SHALL NOT EXCEED THE MAXIMUM.(ASD.)DESIGN PRESSURE RATINGS INDICATED ON-SHEETS 11 THIRD 15, 19&20: IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN YANG LOADS DETERMINEDPER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS - AREA-):'FIV BLADE$0D dt 0: BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX(AS-D)DESIGN PRESSURE RATINGS INDMTED ON SHEETS 11 THRU 15, 19 do 20. GENERAL NOTES - SHEET I IN-ORDER.TO VERIFY THAT-COMPONENTS AND ANCHORS,ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NAL USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER•A WIND DURATION FACTOR CD-1-60 WAS USED-FOR VERIFICATION OF FASTENERS IN-WOOD.- - _ _ _. SYSTEM COMPONENTS 21�-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND TWD LARGE MISSILE IMPACT LOAD HUS BEEN VER6TED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MdbI (:0�AS PER - TYPICAL'SFRUTTEIR ASSEMBLY 38-44 -SHEET 4 - ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BADE O 60214.01-33.807i5.01-03.81004.01-05.81214.01-05,60317.02-06./0609.01-10 AND#0210.01-11 AS PER TAS-201•TAS-2162 AND TAS-203 PROTOCOLS AND ASTM E--1886 AREA 2• HV BLASE(1)AND FIV WINDOW BLADE hAl - - - AND E-1996 STANDARDS(MISSILE LEVEL_D•WIND ZONES-1.-2&3)&11220.01-10 AS,PER TAS 201•_203-&203-PROTGCPLS LARGE.MISSILE - --_ _ - - - _CWH�APPLICA& ) -HN WINDow BLADE ®_#0505.01-OS AS PER ASTM!E-1886 AND E-1996(MISSILE LEVET.0,WIND ZONES 1.2,3)BASIC PROTECTION'ONLY AND#0725.01-89 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON:LOCKS SHEET 5 - -' INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV SLADE(D AND HV•WINDOW BLADE 9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL.LIMITATIONS AND CORONIONS OF USE INDICATED ON SHEET 19INSTALLATION DETAILS O-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HN SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL OE-#1482.75'AND-#14a1.75•-RFSPECTNELY,410-Hi MINIMUM SERIES_- _ CENTER4IATE DUALS HV SHEET 8 STAINLESS SLEET.SCREWS WITH 135.0,ksL YIELD STRENGTH AND 180 Io1-TENSILE STRENGTH.PINS SHALL BE COATED WRN BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEMERMATE ALTERNATING-DETAILS-FEV COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE HN MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6x63-T6 ALLOY 6:30.0 w AND 35.7 1.;FOR MAXIMUMN 6PM10TABL�ESALS 1-6,.CONCRETE/BLOCK SHS;0 6005-T5 ALLOY.' .. ANCHOR:SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS,TO BE STAINLESS STEEL.304 OR 316.NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5601s WITH 50 Hai MIN.YIELD STRENGTH AND 90 W MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND,SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISf 304 OR 316 SERIES STAINLESS STEEL WITH 35 k-A MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET'15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE ID 1 12,13,14.15 NANO 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FN'BLADE( &m WORKING IN UNISON: 12..13& 15 INSTALLATION DETAILS 5-X,WOOD SHEET 17 ' END CONNECTION DETAILS 7-12 &X.WOOD SHEET IB 8.THIS BERDIA H.V.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT 86'779,582.COMPONENTS OF THIS'APPROVAL ARE COV WD•IN WHOLE OR W PART BY U.S.PATENT 15"458.179 ISSUED TO EASTERN ' METAL SUPPLY.INC- AREA-.3::FLY WINDOW BLADE ONLY 4.IT SHALL BE THE RLSPONSIBRLIY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO.SEVCAULK ; , - : : ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH-THE BUILDING TO PREVENT WINO/RAN INTRUSION. TYPICAL.SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE AL HV AND HD 4• FIV WINDOW BLADE n ONLY CETBERMATES AND ENGAGE OR LOCK ALL HIV AND HO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHILL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, META_SND WALLS- SHEET 20 PLACE FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8:2 OF TINE FLORIDA BUILDING CODE. 12:.BERTHA KV.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHILL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED.TO. - .. .. . 13. (a)THIS P.ED.PREPAffD.BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A:STIE SPECIFIC PROJECT,I..WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE STICTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSHBIUlY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P_F_D.WALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC.PROJECTS SHALL.BE PREPARED BY-A.FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(F-O.R.)FOR THE.P.ROJECT AND:WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVOEW. .. ... _ .. - .. (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL ANDSIGNATUREOF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non Nigh Velocity:Hurricane Zona EP�. LSI zols EASTERN METAL SUPPLY.INC. BdERTHA H T A S S A Accordion Shutter ystem "t '_ 1 L E C O.�N.0.... ... . . . FAV.BLADE#1 W1 OR WHRX.NINXNV 9ADE American Shuffer Sysfems ::DlSc;w Oq DATE ORAM TTN, M.L TIWT TESTING & ENGINEERING COMPANY = Y1ATE pp ?TF As oclHition, Inc. t_ OLD 91-192 4/13/15 DATE-* 5/13/15 Els]N_tl.,36M.SL.Sla 101,NNraU OAIi0E1!5.F1011�1]314 Pb�e:(305)871-1530,.F.:(305)871-M31 4268 Westroads Drive - s DRAWING NO -I bracaoca.'" West Palm Beach. FL 33407 3 15-085-' ANN I AL EN �� WALTER A TLLIT Jr.P.E. Npli t aAA1 FLORIDA L&.#44167 5 SHEET P.E. SEAI.�Sy� TURE�DATE e I OF 20 39 ro9 AumOp WDE®A �s ... r .. VARIES 1.918' 1.491'. .. . /B• �� - L200' &g- op .� o j �•5s• 4.371 4. J 0 • e 4,857' 4.999• •37' . " 5 HV 90' 180• STARTER 1. HV SOLID BLADE O � O J O 3 HV UNIVERSAL FLOATER �. :�:` . QUAUFIED FOR USE W/ COVERED-UNDER N PATENT $ 5458179 QUALIFIED FOR USE:W/-HV BLADE` H®HV DIRECT MOUNT HV BLADE Q1 1� HV-WINDOW.BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -- - -SEE LIMITATIONS OF USE-OF BLADE 0_N SHEET 19 BLADE 1 - ® _ _ _ 6063-I6 ALLOY A TEMPER 6063-i6 ALLOY AND TEMPER _ _3225_.___ 1.500' o - _ .124• 70 � _ 2_670' � - 4.897' - '$..•'I_8_- �.. .994' N6/0, 2_2216" O72 15' .092'O HV ADJ..ADAPTER WHIP 4.as6 12 GS 37s. ._0.072' 0.07 _ _ .920 3.226' QUALIFIED-FOR-USE W/ HV (81HV WALK-OVER TRACK-- BLADE IQ J QUALIFIED FOR USE W Hv 9 HV TRENCH TRACK - - -- .5s• 3750- -- ©HV' W. FLOOR TRACK 6063•T6 ALLOY ANO TEMPER / O / BLADE 1 QUALIFIED-FOR USE W IN QUALIFIED.FOR..USE W/ FN 6063-T6.ALLOY A D TEMPER BLADE1Q:ONLY.. 1�.HV RAINGUARD ©LADED - 6063-T6 ALLOY AND TEMPER QUALIFIED-FOR U E W/ HV 6063-T6 ALLOY AND TEMPER ^ VARIES " 1.936'__ 1' t.9t5- o BLADE(1 Mac 1 VARIX_-t_.938_' 6063=T6 ALLOY D TEMPER 191 T o - -- .- _083' T -083• .Oa3' o I- PI .093• _ .097" o 00 n .100' .I_..__ n .125' zf�: . A80' n _060^ .060.. n 67_0 1 w 093' _ 09j'• Awr Dep. 670 1.686 "7I 670 3. 6 0• J.529' b1 HV CEILING HEADER HV_HEADERaILL 13 HD CEILING HEADER/$l Q (�ONLY,LIFIED FOR USE W/ FIV BLADE 1 QUALIFIED FOR USE W/ BDEGONLY 6063-T6 ALLOY AND [ENDER- QUALIFIED FOR USE w/ HV eLADEC = .14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY:" SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/'HV 6063-T6 ALLOY AND.TEMPER 6063-T6 ALLOY AND TEMPER BLADE D ONLY. 6063-T6 ALLOY AND TEMPER T COMPONENT A B T1 T2 i % Y t.. .N%A9tiYFMt _ . I' t' 0.062' - -- 2' 2- 0.125' 0 2- 'S'MO. 1/8' 1/8' 1 i 18 2' S'ATA%. 0.192 0.192' _ 16 SIDE ANGLES --- CORNER POSTS I9 QUALIFIED FOR USE W/ ITV ALUMINUM ANGLES 2.5' 7'MAX. 0.190' 0.190' 'QUALIFIED FOR USE 1Y/ HV _ BLADE.Q QUALIFIED F0�USE W/ HV _ --� - `I. '. .BLADE 01 - 6063-76 ALLOY AND TEMPER - BLADE 1 ONLY. 2' 5"AIA%.�0:139' 0.731' 6063-T6ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .02015 EASTERN METAL SUPPLY.INC: BENS TJ9 BERTHA HVTM Accordion Shutter System. IL E.0 O N A■S■S.A. KV.BLADE.#t W/CR W/0 FLS. WIMMBLADE x= American Shutter Systems TESTING & ENGINEERING COMPANY �� Inc. Lv. '11)111-19 ±4/13/15 DRAWN ery 3/DF ;'� Assocfaflon. a1' :"Ore.11-192 oA1E 4/73/15 i17!N.W.J61h 5L,51e.70.7.NRtt:'LA GM10p+7.IL09m4 371Phone:(305)871-1530.r.i(305)871-1531 4268 We9lroods Drive 2 __, DRAWING No %. D''•,F�ORt� .-mvl:W1ecW2ootcom west Palm Beach, FL 33407. 3 I r. �' ...••••`C1' : ES-0006719 1 S-O�S_ Ss/"N A�-�`�� WALTER A.TILUT Jr.P.E a P.E. �l41�61Gf+A15'URE/DATE FLORIDA Lit.®44167 5 SHEET 6 2 OF.20 4.576- .745" 576' as@0' .� ... .. .. .. .. 9 9' _ 1/0-20.1/4 DE q..T . 9 745" _- .7a$' -2.293' _I ISDp 7MRFADCD 110119N0 ErLwEi. / SSM.S. SMED PAMO — d r7l62fAOED r-T __._ « +I�� mLi. ( {2 tYPJ $ •--- a4 m .062" $ �_ n, 1 m a T30S5 1URx o KNOB. n n A7`. ZIS LeRnss.c"VER - mss cnuiaER R4J 7.-_. ' � H KEYS(COME (twiOY£Fuim) -- 21 HV CENTERMATE "p"TED) y O. Q 1.325" QUALIFIED FOR USE W/ HV GLADE iQ& t�ONLY O T @ NV.EGRESS LOCK 6063-T6 ALLOY AND TEMPER OUATJFF"IED FOR USE W/ HV BIADE t & ONLY e7 _-- J.o23' ' .R7•'" QUALIFIED-FOR USE W/-HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 2 NV CURNER CENTERMAT�' BLADE(D& @ ONLY. atAOE DO & ONLY. - Q�AUFtED FOR USE Vtj HV BLADE(I)ONLY -2w Ob. 2'874" 6063-T6 ALLOY AND TEMPER - .616' PLASRC HEAD �i _ Sfi d .. 1.756'...922' MOLDED W. - SCREW - _ Lv ' rn 707..Q, 1.753' }, (a - :360'AFTER RIVEDNC ilow - - - " osz" r - - 1/4"A-20 x 3/4" S.S. THUMBSCREW 1f BEFORE RIVETINGTRIVETING4 O-20-RIVNUT* P �_._.2_ -_ ` ; 2750 • m #SERIES 9444 ALUMMM(2024-T3'ALLOY)LARGE nAKw TmN SHTET NUlSOtf.PARI}O82q AS MATNFACIURED BY AVDEL PLAN FRONT ElEVABON n �''• 0 HV MALE Tn LDCK CENTERMATF .4566 CHERRY 1ETORN.PARM"OIY.NEW 1ERM 07054 OR EQUAL LOCKER FOR "Tn LOCK CE TERRMATE QUALIFIED FOR:USE W/ HV BLADE�ONLY HV FEMALE ?Tn LOCK CENTERMATE �n LOCK HV ALTERNATIVE LOCK 6063-1`6 ALLOY AND TEMPER QUALIFIED FOR USE - QUALIFIED FOR USE W/ HV- QUALIFIED FOR USE W/ HV BLADE iOOMLY QUALIFIED FOR USE W/ HV BLADE(1�ONLY yy/HV BLADE�ONLY SL �ONLY. 6063rT6 ALLOY AND TEMPER 6063-76-ALLOY'AND TEMPERR'"` 1917. At:2141' 9 r -�5 a4 0THUMBTURN CETINDER OR KEYCLINDER � s T 'v9 .545" 10 V 1.4 0.875'Min. O OC OD C T A E C NG.. 0 1 .Izs Mcx. 6QUALIFlED.'EOR USE Wj HV BLADE 1 .& A QUALIFlEp FOR USE W/ HV BIADE'1 & tA�6063=T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER Q.3ND CENTERMATE'S INSERT d __ VAfzEs, 12'Mw. OUALIFIED'FOR USE W/ HV BLADE& t/4"r-zD Ss.oR 3/B'a-tc 1.1 A= 3 6063-T6 ALLOY nNO TEMPERKETAL TH _(SFT.CCTA4S) tt/2' _ J THUMBIURN CIUNDER lls ' DO OR KEY CYUNt7EH ,� --__._._,•,__ ,_-.. __ 1.78'Max.L�� RODL� 475.0 '/4`W QUALIFIED-FOR USE W/ HV BLADE t « - • HD LOCK 6063-T6 ALLOY AND TEMPER 6 BY 3 8�Ob 1*6 ACFTAI 471 TD f �� f , 20 AISI 304 BY,R£C£Nf HARDWARE MORTISE LOCKS SEfiES 2353 ti06K DOLT LOCK. �@INSTALUQiUN WILL REQUIRE A 7/16'.HOLE THUMBSCREWS SERIES S.$ THUMBSCREWS OUALIFIM FOR USE W/ FW BLADEQ'& A DRILLED AT TRACKS FOR PROPER EMBEDMENT ..UUALIFIED F tW IWF FF V BIADE.01 ., QUALIFIED FOR USE W/ FN BLADE 07} LDING FLORIDA BUICODE(Non High Velocity Hurricane Zone ........... :,'0.2015•%1 i � t��2015 EASTERN METAt'SUPPLY,.INC. . BERTHA W. =—>* ,S„A� Accordion Shutter System !L. E G O 1�c. A, KV. RAM#1'W/CR V/0 H.V.WN”E AM American Shutter Systems TILUT TESTING & ENGINEERING COMPANY DescmPnaN DATE" TRLAVtti eY: M.L &MN.W.36M.Sl.ST4.3D5,VRoxA cwncHS,www y16 A�soclation. Inc. CLD 11-iS2 4/13/15 W7E ' 4/1J/IS Ph.-:(305)1571-1530.I-:(3U5)671_i,at 4268 Westroods Drive z- 'y'r •".......•� \\ a-maa:wbxo9oa.cw„ -- - DRAWING NO ll'41Ssib �tt\"\\ EB=0146719 West Palm Beach, FL 33407 s — 7/IT/llfllllll{ttt WALTER'A TRUT JIPX. 4 15-085 P.E..SEAL/S1GNAiURE/DATE cL°RDA't`'p 44'67 s " SHEET 6 3 OF,20 SHUTTER ASSEMBLY SCHEDULE FOR HV M.HV A 41 12'MIN.C CE 4 3® - —p 5 O HV BLADE.1 TO BLADE P Is2 - I .H"., T EE�� 1A rr��N 9DR -. - .1 I I ("�� 1 A625 ,0825• ® W BLADE to \i, I \ I�W NDOW BUIOE 0825' [2ro H Y Y HV LONG RECESSED NYLON BUSHING t I gci i BLADE'S 0 OPENM 0625"7.T 006?* Y _® 11 HV SHORT RECESSED NYLON BUSHING a zo - - - i I - FIAT PORTION R 1.7 ® HV NYLON HAT WASHER _.�.T. •I (DOR ® ry,W„4 i v / - IExxYT - ' f'�� 3 50- HV WHEEL CARRIAGE ASI 302-303 SERIES 3 I I 3 -( 4 ' +� 40 '�I n I 44 ��/ez.675o' X 0:870"x3/16' THICK NYLON-WHEEL: - - - - I - I _ _ - a 2:7/8- -" --I I- 315 0 i{ CLEAR I 03. 0.188'0.AISI 302 SERIES S.S. RIVETS "" V- - SEPARATION 03.7500' BETWEEN 0625' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR ;I j e OPENMS. I N 5 3/4';�0 Tom. t -- - -- -- -- .-- - -- -- --.-- - SOD HV 2 3/4' ACCORDION PIN W/ i8 HEAD 41 --4 I^ o -- --- 4I• _ - - _+2 °oEx ucwn°" .y 7�{q� - -..- - I m ,' -.— -CLEAR - ,,,-- -- -- - - - -- POLYCARBONATE IMPACT RESISTANT HV WINDOW I lBEiwFSN TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL 4 or 3 i . . O N,T.s. t 3 �- • :DOR -®EE .. � _ liEFOR OUIREMENTS) ! i ! (DI j *QQLYCARBQN�IE IMPACT RESISTANT HV WINDOW j I - BAYER MAKROLON 3103 POLYCARBONATE QU!RE�ENTS AT EXTERIOR BLADE MUCKLi FORr I 12'MIN.CL cE B M INNOVATIVE PLASTIC LEXAN 103 RESIN RESINS, W-STABILIZED GRADE OR SABIC PIN RE HV MQ)HV _-J 1 TO BLADE � (SEE NOTE 'F' ON SHEET 19). �OR ® I ' (1)..HV PIN:® SHALL ALWAYS BE USED AT ALL EXTERIOR Tn!. � BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV ID OR POLYCARBONATE.SOURCES FOR 4 HV ® BLADE. TYPICAL SHUTTER ASSEMBLY ', EXTERIOR „� N.T.S. .. irrw PROPIDIVFS STANDARD FN PIN Q2 OR 4 AT 11ApiflCE �� °1� (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT Exr IOR I PJSCdrEL' EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 ¢0324 �' BLADE'S KNUCKLE.(SEE:NOTE FOR svE>t c aAHTr ASM HW92 o.D.3 WW Tat at.; BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. p. �"J REQUIREMENTS) .. - •O - tl-"/ 0 1 i I mstE rao sRMNGT l Astu Dew 9.4o0 Pif. 9`M P.il I: Fll>.R STRENGTH AT r80 AV.DTN l2.500"s ll. P.i (3) HV PIN © OR ©W/ 1/2" O.D. 1/16" THICK S.S: WASHER O Eye i i't EF YVI UDDUIATS, DMxOpOD Pte. 31316.0m.ood. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, �B>o 9/" II IAT mit v i I I .ITCHED DUD ASM D25e 18 R-Ip/i 17 FT-Dt SHEET O jIi Ate. WHEEL CARRIAGE DETAIL SAYE F 0 ASM D2a5 47.2 s c-1 Y wX Ss N.t.s. ASSEMBLY LAYOUT SELF Ns TUWWG AI Hwis c-I alas G-1 ass N:rs. sEls Hv6nwH ASM 51929 1040 9aD.r 11TA4i ASTY 0155 7ME STRENGTH.Arai WEATHatMASM Q16 9102 Pal 4940 9a 1. (1) HV BLADE SOLID & (A HV WINDOW BLADE DETAILS '�`�BUOKKA°� ASI,439 "61 Ali i111 "I N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \`o��•(ER A. T� 4j� .. - .. .(b 2015 EASTERN METAL SUPPL7,INC. ' BERTHA HVTM Accordion Shutter System _r � IL ECO NC. A.S,.S.A■ RV.aADE#1 W/OR W/O RV. WINDOW BLADE Amerlocn Shutter SystemsEv, ""c""'ON DATE..:DRAW BY_':Yl r TILLIT TESTING & ENGINEERING COMPANY ATc OF Tui N.W.3eu.Sl,s x5,WIG"DMMENS:ROMA 3316 Association. Inc. 1 --OLO�71-192 i/li/IS oatE: �4/13/15 Phono:(305)871-1530.Fox i(305)071-1571 4268 Weslroads Drive 2 DRAWING No Z" ., ORIDP ,.'c��c �.`� a--moD:61tec909m.cwn West Palm Beach, FL 33407 3 1 j—O85 SS/ .. \I,': EB-0006'719 4 ,0NAL ENGt�a` WALTER A.BLLIT Jr.R.E. P.E. S`L�ft�.@6F`�IKURE/DATE Fiotaw'u�.@ 44T;7 6 SHEET 6 4 OF 20 6 D m Y N 5 T D � � *NOTES ON HV LOCKS AND CENTER MATES: Ss `LB,�°"�•'tJ°P� 1.11ANDNTDRY CONDITION/1e ONE NV LOCK or 0 SHALL BE USED AT 1/2 ar sHUnm SPAN FOR ANY SPAN OR 12"ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALLATIONS�I�ANY ELEVATION. HV LOCK - or�J MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO W OR .. .- ... CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FVA HEAD S.S M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON . 1056.0.. TYPICAL SHUTTER ELEVATION. .. . 2.Q®Q IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV 16® LOCKS Q_9; OR 0 MAY 3E USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR 4-SHALL BE AS.INDICATED-ON NOTE(1)_A139VE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DD-NYD N - 3. OPitON►1 CONDfT10N jLAD ONLY WHEN MMp6MRY CONDITION El OR LIMREQ MANDUU'ORY CONDITION II -o �2 IS 11StD W/IWD H.V. LOCKS): LOCKING RODS 0(��ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY —(�4`ar 5 C6)N50'a+ - gyp°- _ BE USED IF DESIRED TO_ENHANCE SHUTTER-PERFORMMCE. LOCKING RODS`S�'-OR AN ALTERNATIVE DEVICE MAY ALSO'BE USED-AT STACKING POSITION (NON HURRICANE POSDION): - 4.NAEIOATDRI'CONDITION i2 ONE HV LOCK Q_ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN o AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE.LOCK. ATTACHED TO a CORNER CENTERMATE W/(2) 1/4 0-20 z 1/27:LONG.FLAT HEAD S.S. M.S.TWO LOCKING RODS AT-TOP.&-BO OM=SHALL BE USED. LOCATION OF-LOCK SHALL'BE AS INDICATED ON—TYPICAL—SHUTTER ELEVATION. _ 8�b NDc0 11,E I ?4 MAXIMUM SHUTTER SPAN SLWI BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 1I II o Seog � s 5 _. 3=404 _ • ONE ALTERNATE HV LOCK 2§MAY BE:USED IN-LIEU OF E LOCK�ar: FOR ANY SPAN AND KH INST TIONS. ANY ELEVATION.ALTERNA LOC @- .ATTACH AT TE K. MAY BE USED AS AN INSIDE OR OUiS10E LOCK MEMOF 1/4'0-20x3/4'S.S.THUMBSCREW TO @1 OR 0 CENIERMATTS.SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION WE• SHEET B. ONE LACK SHA:L-BE USED AT 1/2 OF SHUTTER SPAN OR TWOLOCKS AT 1/3 OF SHUTTER SPAN6..WMIATORY-CONDITION+3 FDR KEYSTONE MOL??T!NG MSTALIATIONS ONE HV LOCK 0 or 6 or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN:OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS,AT ANY ELEVATION. HV.LOCK 0 or 0 or @4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO y or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'=20 x 1/2-LONG FLAT HEAD S.S. SEE END_ M.S. LOCATION OF LOCK SMALL.BE AS.INDICATED ON TYPICAL SHULTER ELEVATION. USE OF LOCKING RODS W/ ONNECTTaN ORCS�' TOP AND BOTTOM LS COMPLEfELYLMNDATORY. DLTAl ON 1 J K 1: Y P 0 K SHE[TS 10& . 1a 1YP..10 •NOTES.ON HV. "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER ..' ... --- - --- 1.A1mJm,Fn _........ ... . .-- SECOND ALTFRN.ATE TO MANDATORY CONDITION j1 VAUD ONLY FOR HV Y'LOCK 3a 'AND CL74TMMATFS 0 AND r� i, CENTERMATE I& ONE ALTERNATE'HV 'T'LOCK A1d MAY BE INSTALLED IN.LIEU OF HV LOCKS'ZI OR Qo'FOR AM SPAN AND V-`✓-1D 1n I ALV+TION AT ANY ELEVATION.AL TE LOCK O�rY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT �1 lJ OF LOCK TV INCLUDES USING:REINFORCING LOCKER�7 AS SHONN ON SECTION ENG,SHEET 9,WHICH MUST BE 10! Q V• 13 w 1�*1�`j w ---- CONNECTED TO CENTERMATES:0 AND @ W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' WINGNUT 6 ] ae 6 ] 1 e6 MAXIMUMOR�Y AND4 BEL WIMIDSPANS USEOOF TWO•LOCKIING RODS LOTOP AND CK MAY BE INSTALLED AT MIDSPAN OR BOTOM IS MANDATORY. 12' �J• 8 t 9•@3)-U9•�s t�•6�g *NOTES ON HD LOCKS & CENTERMATES: 1.ND j�, ,(HD CEMTEMWM(j1 OR 32 MV 33 : ONE ALTERNATE HD LACK( MAYBE USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION IJV LOCKS OR TOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE PA LOCK 4)MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK lji�TO g ES IS W/3�8 x 3/8'F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT(E AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MMMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 3@IS COMPLETELYOPTIONAL. FLORIDA BUI IN C D ( on High Velocity.Hurricane one A. . _ ... 0.2015 EASTERN UEIAL SUPPLY,INC. / BERTHA HVTM IL E C O �h�. A■S■S■!i■ Accordion Shutter System c RV RADE# W/OR W/O NM WINDOW BLADE American Shutter Systems REV.W . :_DESCR,P,I0, DATE DRAWN SY: Ml. STATE OF TIWT TESTING & ENGINEERING COMPANY o= Association, Inc. 1 aA n-1sz 4/13/15 DATE: 4/13/15 Q'` GUS N:W.36M SL,Ste.3M.N U DA'mQ!$.R0.0RA 171 (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 'z R 6 . DRAWING No q��5.••� • c-\ o- ®e;�t;aft. om West Palm Beach, FL 33407 s �/A s/ {•` AA WALTER A TTIUr 3r.P.E. 46719 15-085: I/JJJ ONAL AAAA\` FLORDA Uc.8 44167 5 SHEET P.E. SEALj�SlC3N1I�1RE/DATE 6 -5_01F.20 ... ... NCRETE ANCHORS -. POURED CONCRETEOR ... POURED, (SEE SCHEDULE ON REQUIRED CONCRETE' BLOCK 1/4.0-20x3/4•S.S. POURED: CONCRETE- SHEET 13) - CONCRETE ANCHORS, MACHINE SCRElYS REOUIRED CON REQUIRED (�FO�R (SEE SCHEDULE ON W/t/4'-20 CONCRETE ANCHORS 17 18 C:Y"""0 (SSE utwrrtwa Qlj ON StfEET 7) SHEEP 1J) 'NUTS.0.12'O.C. (SEE SCHEDULE ON SIIEET,13) ___ OR 14 Min. 1/4'0-20x3/4•.S.S. - EO EQ MACHINE SCREWS USING1/4"-20 NUTS E.D.• /2• .250•Max. -- - 1 3 aR 5 --- 74 250• --- ... I -1 G .250"Max. I, Max. D/ r 13 15 - ' I OPTIONAL �� ,.� -PTIONAL � 1 ° maAs(sfft _ _ - _ - _ _ L.799 °I' ___001? 10OR Cr _ I I _ E)OSTING I __ MIN.SEPARATION TO GUTS 1 _ I w 9417 I9 ET1t II I -"' " I I - ---Qj GLASS---(SEE SCHEDULE ON SHEET 11) . EXISTING I :pl�gglp&Fri i MIN.SEPARATION TO GLASS - GLASS=—iL_ L i`(SEE SCHEDULE ON SHEET 11) . E%ISTINC MASH WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXuNG y _ - -" .. SCHEDULE O.4 r5HETTT 11I) IBL 49l/YJR71 ♦ j -. .. 1 .. I 1 rXISTING MIN.SEPARA rr, I L ��\\ SEE t0 Guss(5¢ I I I -�J OR ® I MIN.SEPARATION TO GLASS CLASSY m�l1E�0�T i(SEE SCHEDULE ON SHEET 11) 111 OR BL 1E VAN {ILµlyyli rLLLlyyyl I 1 I Bf4)1.Sm&�I I EXISTING I f-'OPTI.ONAL - G1A54--� - I E A Max. Max. OPTIONAL I - _I r I —13 is E1.5 OR [O r ----/- 12 ORI 4 -_ I i__1/4'0-20.3/4'S.S. rr Min. / E 0--' PHILLIPS TRUSS HEAD L 1/4"0-20x3/4•.5.5. PHILLIPS I / i_ MACJ6NE SCREWS USING -, CONCRETE ANCHORS .TRUSS HEAD MACHINE SCREWS • 1141_ ONCRtTE ANCHORS TTT 17. 18 '; 1/4.'=20 NUTS O 12"G.C. - ,-(SEE SCHEDULE ON LY/I/4'-2O NUTS G 12'O.C. (SEE SCHEDULE ON SHEET 13) I •Min. POURED CONCRETE--' SHEET 73) - POURED CONCRETE OR CONCRETE BLOCK _ ON CONCRETE BLOCK Y- JONCRETE ANCHORS REQUIRED WALL REQUIRED O HV WALL SILL INSTALLATION / (SEE SCHEDULE ON - HV..WALL SIL INSTALLATION - POURED CONCRETE_,-. SHEET 14) OR CONCRETE BLOCK WALL'REQUIRED (E) HV WALL SILL INSTALLATION. yD;E,FGR DOLIeINA°ON DF sFc)�s: INSTALLATION DETAILS W./ �AS SEE SHEET 4 FOR TYPICAL SHUTTER •E b. =EDGE DISTANCE ' A AS SEE UNIfAIlpt7$OF USE FOR - HV. BLADE 2- MOUNTING SCCT10N5 CAN BE COMDINED (SEE SPECIRCAMONS ON SHEET 13) BLADE®ON SHEET 79 1N ANY WAY TO SUIT ANY INSTALLATION• - H7MUNE FLORIDA BUILDING CODE(Non High Veracity-.Hurricane,Zone .. .. .. .. ._ gER y ... .. ... ... ..'O 2015 EASTERN KETAL SUPPLY. INC., ' S .....<<!/T'''.,. . , P. � BERTHA HVTM �.• CENs�;'•.,9 Accordion,Shutter System /rIL,-E C O INC. A.S.S.-A. KV.BADE HT1 W/OR W/b FAV_ WINDOW BADE American S.huiter Systems iEV.N 'DESOIU MON DATE DRAWN BY: M.L. - TIWT TESTING & ENGINEERING COMPANY `S AT TE OF :�Q Aesocioilon. Inc. L. : OLD.11-192 4/13/I5 OA7E :4/13/75 9••; BSSS n_w.]GU,.St..St,305.YJ:GNA GRRDD6:RaROA 33161 y ima,e:(30.)871-1530,.Fm:(3o5)B�i-1537 4268 Westroads Drive x DRAWING No 4, E`'•• a .il:wteaaoom.aom West POIm Beach, FL 33407 3 1 5-085, ••......•'``G .� .EB=0006719 -. '''prOr;�WA ALN NAAA``� WALTER A WJr.PE. g SHEET �11�NATURE�DA'IE ITAROA'uc.!44,.7 F4 6.. OF 20 POURED CONCRETE ANCHORS. 1. ♦ UX SEPAM n .O CONCRETE (SEE SCHEDULE ON SHEET 13) `So u.tE ar(s�aT , r, 1 OR IXISTING I 1 �'(S4c sb"As o REQUIRED __ EDGE OF -;1�S m1B r�w� S_—r vT � saET l,) .0. APPLICABLE EXISTING SLAB IF SIADESM&® ' a i•-ts¢ vrn[-- r r 9 GTASS-� r i o,/OrtET r0: i t i ALTQNWAE i i r i i i -�r✓E .. I IOR , _- , t r r r DtGLASS LOCATION Ox3/4'HEX WASHER HEAD i i .-� I{ i t 11 1 3 OR 15 r 3/e wM.• TIX SCREWS® 12'D.C. EDGE OF i 3/8 NINA CONCRETE ANCHORS r 8 APPLUCAIBFLE 0 t 7 (SEE SCHEDULE ON SHEET 13) E _ OF EXISTING I r 1MX IfCUGC of--t1 2 fD('E ofAPPLICJEBLEGLASS i u;N.Sa�ww,01 APPLICAB� 1- EO/ 1 Ap Cgg E POURED-) LFLAT FFJD CONCRETE ANCHORS m a== POURED / E. D.* CONCRETE 1�R/�L'i.4)AtO _ _ _ _ _ CONCRETE L (SEE SCHEDULE ON SHEET t4) REQUIRED ON 5`117 191 OR �•CONCREETTE REQUIRED FLAT HEAD CONCRETE ANCHORS It .TRENCH I]/VLS(D8© REQUIRED --E.D.'---- --E.D.s—.� - (SEE SCHEDULE ON 5)IEET INSTALLATION 14) -- - VALID ONLY FOR UP TO+70. -75 PSF AS D Ti HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER - - - HV FLOOR INSTALLATION t SCHEDULE a3, SHEET 11 (G) HV CEILING INSTALLATION 1Y1511NGJ ..�M.�ARAIKMI CONCRETE ANCHORS CLASS r T9°� wn: TWrArw I (SEE SCHEDl1lE ON —Off nm�i S— ) 1/4'0.��tn�y 1 SHEET 15 ort 9�m Nj r ' r 1 F]tlSTING ( ._ _ _ (EaerAOLV OR 1/fe raf:4i.5 I 1/4' EXISTING----j EXISTING_, , ,ma aPAAA_ro CL05 GLASS-1 I FA4DFRS TAPPER+AraOluG.w/ MAX. GLASS i GLASS -iISQ•A4AAs W,3ECr t U.' --O ' yyµq,pu ro t 3/4'WIN.EYOEDI@If o 6' i D i i i I •) 'itvi maws w „) r r o.4 FUR Lf.TO W-4*SPAN ANDIE 4"D.C.FOR SPANS LARGER T,VN r r 1/4• ,I, 1 V-0•UP TO e-O'MAX ANxr �SULANT AT EVE7Tr FASIE3.Y WAD 1 MAX. (NTP,)(5�NOTE tt ON PELT 11 TOR W9,A1gN5 3/B i 8 p 4 - #10w1/4"HEX E. OR „ r 1$ WASHER HEAD - �J I i TEK SCREWS W ' IARC #14x3/4' Hfl(HEAD .. - O 17'O.C. !O SS YS TIX SCREW'm 9'O.C. ! #14RJ/4"S.D.S. I _ i i i i 1/� I•. ;; ,' —USING lleb 20 EMS OR1/4-0-20 S.S. M.S. I CONCRETE ANCHORS _ 6 __ .r• 0 17"O.C. / HDL W/NUT 0 9"D.C. (SFF SCHEDULE ON ._ SHEET 14) I DORM NON STRUMRAL T.�?�-----. 2.OE'p 17 RR18inu. - IRv(DECORATIVE EDGE F - - . GN.S.D.S.I 1-+ M.IN. POUREU CONCRETE - ✓+1. 2. .�•- t 7/9' __CONCRETE ANCHORS SEE NOTE IJ(b)7/ SEE NOTE 13(b) P1)CONCRETE (SEE SCHEDULE ON ON SHEET I %.•• �. D. — -- — POU OR CONCRETE BLOCK SHEET fA) ED CONCRE)E—� ON SHEET 1 - - - --_ OR CONCRETE BLOCK REQUIRED REQUIRED KEYSTONE MOUNTING' INSTALLATION OPTIONAL CA POUREDBY(K`, HV WALL FLOOR :INSTALLATION (I) NV WALL WALK=OVER INSTALLATION w WW gs„� ,6�SURE:+". 72"` RCOUIRCD Q HV RAINGUARD INSTALLATION t NOM, INS NOTE FOR COMBINATION OF sEcnoN4: t REMOVABLE WHEN PERFORM) E. D. v EDGL DISTANCE ADJACENT TO ANOPERABLE EXE S-E LIMITATIONS OF USE FOR ... 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE to ON SHEET 19 INSTALLATION DETAILS W/ C1� HV BLADE ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED 1N ANY WAY TO SUR ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity.Hurricane Zone \ A. IICGI 77��i� 0),2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM .. �\cENSF ,r Accordion Shutter System A.S.�yS.A A.S.S.A. ){y,aanE , W/OR W/O HV.WINDOW BADE American .Shutter Systems REV.W DCSCRIRIDN DATE DRAWN By'. N.L � TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 •6'• `STATE OF ` 5355 N.W.JCIA.$t.Sb.3N•V.ROMA CARDDIS,nOR2w 33161 4268 Westroads Drive 2 PNons 1(305)871-1530.Fox:(305)871-1531 DRAWING No c P U ` a-rrwa:ailttwo9a.— West Palm Beach, FL 33407 3 ''�' (C(.•..:..._....'\�`e EU-0006719 q 15-085- A/7j7A SIQ(J AL yLC�\\\\\ WALTER A RLLR Jr.P.E. :. FLORIDA U. 111 44,67 5 SHE P.E..SF'�LrfSIGNX6E/DATE G 7 OF 20 SEE END WALL !ON AILS SEE NOIYS ON LMING RODS�,HV LOCKS Q-IQ) OUT 90' IN r INSTALLATIONS W� 1 HV µD ALIERNATL KV I=®DN SHEET ii EXISTING G1A55 **BtADE SLACK MAL INE IS VAUD FOR ALL BLADE W :: HV..CENTERMATES CRITEHUATES APPLICAR6 WITH ULADEG OR STALLS WA . CONNECTION °R Q`©°" --I:xlsnrtc cuss .DETAILS ON SHEETS 2•.2•x1/8•r0'-2' I ®+@'Qs•Q3-@-@-@ /. - 3 1/4' - - Y 6 I/2' _ __ T .. ._ (6063-16 A,toY)ALUM. OPPOSING SYMMET-YR CAL ANGLE W/(2) 1/4•0 TAPCON 1/2• at©' 16WJWRS TO CONCRETE I- CENTERMATES CENTERMATES �yc MIN. SEPARATION (TOP/IKIITOM) _. S.M.S.FULL A HTr _W/ HV LOCK or f —_�0r 0 (4>B1m1/z•opUs./o To m)a - I O.C.FULL LEtiG1tT.- W HV LOC— -K ar To GLASS AT EACH'ANGL6(TTP) - - - ___ _ - _= Z * 3 - (SEE sHFkT _ 5 � ® � * 35* IN -- I 1/ :I.r. U O 90 O HVB E6'_—' ® � �-- HVC HVA ©0°®° ©'OO ®p 10+�" fXISi1tK G(lSS -POURED CONCRETE OR (R.0-0 r—_-- — REQURETEDIOCKWALL oIsnrtr. Q'®°^ ®°" SYMMETRICAL ——— ( I N v� 7--'Q°°�'�'@ + 5 CL * L= MIN.SEPMATION EXISTINGCENTERMAT S � Q.©,R�.®�®,@7 ,R To class --cIASS 1 * (s EE SCHEDULE W HV OC 6 ornoNAL ON SHIFT 11) m ®#. f _ -' (INTERIOR) ©s ®or+1®+O i MIN.SEPARATION --- I (SFE SCHEDULE I N ®ONAL- ON SHEFTS ): .(INTERIOR) —..___.—_._--__—_—.. _ _._ —_—_ -- OUT-� _ - �GQNCHLIE. ' ANCHORS AI I- \J 1 16'O.C. ----- - - VARIES 0 0- -03 O U T 6.1/2-MAX. SLACK - OUT (EXTERIOR) HVE — VF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricene.Zone ... ... .. O 2015 EASTERN METAL SUPPLY.INC BERTHA HVTM: N ', � N E E.0 O �w.. A■S■&A■ Accordion Shutter System E _ Itv RAM#1 w/OR w/o H.v.NINDOW BLADE TI LUT TESTING k ENGINEERING COMPANY American Shutter Systems JEV. RIP - OCSCNGN GATE. OPAWWRr: Y.L. w5 N.W.3cu,.St-ua> .VutGRLA C,%qD .nORVA 331 �SSOC[Ot�011� Inc. - 1 OLD 11-792 4/13/15 OATEN- 4%13/15 P.:(m)6T7-1sw.rax.:(ws)e�1-1s31 4268 Westroods Drive 2 DRAWING No �Z T4 Mil:tilt.. West Palm Beach, FL 33407 3 orc . FfDR10Q a66B�,9 15-085 %��hcCSS.O ��Cj `; WrLonm Ix d 441sT SHEET p�AALL s P.E. g2dL/t�l(iNAiCh�iE/DATE .. 6 8 OF 20 ALTERNATE INSTALLATION. W/HV "T" LOCK, C`i�0 HV MALE/FEMALE "T" LOCKS CENTERMATES �� & LOCKERn HV BLADE Ffro c014NUMON MARS ON sNEETs 10 ,e INSTALLATION n HV BLADE OUT IN. `?�EKS' SADEps�Arx DETAIL Hvr.erawirn ON sccr e. W/ HD CENTERMATE$ i� AS YELL AS UNIVERSAL FlgATWG.&ADE®DETAIL Hoo-WD. ... ©Q®„©.(Qj�a,8�m I�•®� IAv,a1ED ON MIS SHEET.MY RE USED WITH ncs ALTERNA SEE END WALL CONNECTION-- . - _ _ -I - 10•®°•®•(�•�•®w _ IH9TAL1ATgN DETAR INGSHOW" 1rR5 SIIFT.T. - _ .. - �E.�� -.-DETAILS'ON= LL CONNECTION TI 11 N (c4tw-t6 ALLOY),Atuu. .. AHL1E W/ 21,{a-•,Avcay. _ ", sie" - �i©�® - - (OPTIONAL) _ o caNaalc pN,w+/2's.us ro.uocl i P0.3/s•sus.o,r " - ———— - !! .AT E.OH ANo.E.,(T>P) oc.Ful LDHi1T_ ^* ., . IN (4)N.V. IN ((4)H T(P 5 - 1 .. 30 HV T'. INS(TYP) 73/4• isa Rl[1.5Ac P o LOCK (INSIDE) O }s/e F _ -- --— \N. — 1 28 29 1. 1 f 1 --'� - . . - \ --- f OUT 31 oR 2 33 31 oR 32 31 0R 3 31 oR 32 2 _1/4" 0-20 x 1 I/2" SS.M.S.: 4. -' lr SEE Note s roa,Nv Loch®, * © W/ 7/8"0 x 3/32" WINGNUT. (OPTTD-L>HDB—HVB OUT (OPncuul HDC-HVC r LOCK:ON SHEET s: S-1MMFfRICAt 14 CENTERMATES D HV "T" LOCK (OUTSIDE) 2 SYMMETRICAL HD CENTE,RMATES yy LOCK (ly_ RIOR ® W/f• LOCK �EXTERI9R� / t sates 9' ALUWMIN HVG* . 2026-+3 Al1Gi)LARGE FLANGE T1r4/ SHEET NVrSERT.PMT i 0820. - -0. AS AS"LIFACrURED BY AVDEL QUM TEXTORR PArWPC Y,NEW JERSEY ©'O ©m©•O'•®m 07054 OR EOVAL ... .. .. _ --- ^^ _T *$Mrs ON LW=R003�a NO®LDCK9 RI 9FST s `--T ' �. c% F.T **UWVOGAL TLO.IIR:WiWo 01.7.E NOo-HA 5 VND Iq Ali COIIOLATFS AT'IVG1,M5 WIN 4ADe o ------------------ HDD—HVD�� _FLOATING STACK F FLORIDA BUILDING CODE Non High Velocity Hurricane Zoite .. ... ... .: - /i - .. .. .6,2015 EASTERN METAL SUPPLY.INC: BERTHA HVTM �: \CENSE'•;9'% =� IL E:C O INC. A.S.S,A, Accordion Shutter System H.V.BLADE#1 w/oR wjo Hv w1NDav BLADE American Shuffer Systems RIv.K. DESCRIPTION GATE. DRAWN BY. M.L. TILUT TESTING & ENGINEERING COMPANY fl TATE OF rO a Aesoc(ation. inc. + OLD. 11-1sz 4/13/15 onie a/rayls 6355 W.36th.SL.SI".305.VntWk4 GARDENS.FLOREU 3316 4268 Westroads Drive 2. Pnon,I:(305)871-1530.Fa :(305)571-1531 DRAWING',No "-maim pntA IQGol.mm West Palm Beach, FL 33407 3 FL�G EB-08719 4 )5-OSS /ONAIio� tTl u1si. 5 SHEET P.E_.SlenXTURF/DATE .. ... 6 9O 20 ... - - .. .. ... .. .. - PORED --- ETE 0 POURED CONCRETE OR POURED CONCRETE ORCONCRETEORCONCRETECT \\\\\\VE/Q CONCRETEDLOCK WALLOR CONCRETEOLOCK WALLREOUIHFD BLOCK WALL REQUIRED REOUIREO BLOCK WALL LASS EpEXISTIN(CGVLSS EXISTING GLASS F]OSTING GLA55 2.'MN CONCRETE ANCHOREXISTING GLASS O 16'O.C. MIN.�NWROR- TO GASS(SEE hTO LASSSEPAATION (SEELIN.SEPARATION lcr1.SEPARA710N � SWEDIAE W sHFET %aAss(SEE ;EO TO(SASS(EEE 11 FOR BLADE QA'9 SaIEDLC (�SQ£fA3E ON 9q'ET 1/16•,3'MAX.: ON SHEET 19 FOR 11ifOR-E4ADE® I SQEDUIf ON SIEL1 11 FOR MADE©7'F'✓D (6063=76)CONT. ®A'l7ES.O&® , \ .. ... ON SHEET 19 HADES�&FUi 1 FOR BIADE ONO /2• - 16N%Q:ET 19 F(IR 1 ON SHEET 19 FTX2 ALUM.CLOSER __ _ FITFOfFR SIDE - - - HADES�h® PLATE(LOCATE 1/2 ! MADES�&Q� OF FR 'AT EITHER SIDE MM. 1/2•MIN. --' """ I o) I __ _� f USE I'OR 2'MAX. O 910.1/2-7-M.S.—/ I _.__ __ ---- (AS APPua>aLE))a"xI/0•.0'-2• i -----` 410:1/2'S.M.S. 16'O.C. _ _— ALUMINUMCUP ANGLE.. - Q.16,O:C. (6063-TG ALLOY)AT MIDRE1,GH l 4 (1) 910x1/2-S.MS.To Q4 (2) 1/4"0 TAPCONS ANCHORS TO I SEE DETp1L X FOR 1'TALL AT 1'O.C.--(LOCATE AT SIDE CONNECTION 1 OR ® F7T11�SIDE OF Q) (COR I -- -- - - 1 OR -- -- SEE DETAIL x FOR 1 OR. To.TRACKS �' �• O sFE DETAIL x ro Q - SIDE CONNECTION - -__ - '�•'- -- ----_ -- -- - ®m 6 7 m a `®P _ 6 7 m 8 10.•, �66 (77�m 8• .10•®m TO TRACKS I m�m�Q7 m© 10•®m 10• - `SUE COO TRACKS � 0.0•©m0.0•®m 0.0•©m0.0•®a ®.®��:®mo`®m ®:®m�,®�.®m ®•®m�•®�•©a ®�®m®•®�•©� ®:gym®.gym®.®m©.® o.®m®.®m®.®m©.® END CONNECTION DETAIL(3) END CONNECTION: DETAIL END CONNECTION DETAIL Q END CONNECTION DETAIL Q f REOULRED ONLY FOR SPANS:GRFATER THAN.12'-0' POURED CONCRETE OR IXISTING GLASS CONCRETE BLOCK WALL �' I GLA SN C /1 ,i 4 _ REQUIRED (, 4v'� kK SEPARATION TO CLAss(sTE ® 1s' .c. Let SEPARATION - > _-_ - //0� DSEE ____-___ ____ 6 OR®OR(BOR 1111 FOB MICE CONCRETE .112'WIN.ON FIJEEr iS HEDULE ONo apw(SHEE7 _-_______ � _..___ - r ..___� 0 OR©OR(9OR(o OR 3iFET 19 FCR ANC HOR® 11 FU2 MADE(DAND _ _. ---- - -I Ma7Esma Q� Iz o.c: --� oN SHEET 19 FOR FCONCREI / 5 HADES m&® L,__.,_ _ OR� I I EO_ MIN.-�.____I __T_ �� ... I 4 O.C. -J 1 2'MIN. _ _ _ --- -l' EO ��OR&R(DOR 2-MIN, 2"MI _ ♦ SEE UMITATIONS OF USE FOR ��/ y I LnE (DON SHEET 19 �OROOR(goR@OR@ VIEW Y 5 �OR Q9� PLAN OR ®' Qm s 7 m a 10• DETAIL X L P.OURED.CONCRETE OR ®m©•O�O 10.•®mT'-- END INSTALLATION CONCRETE BLOCK WALL 10m®m©•.�Q•©m 10e®m©•�®'©m REWIRED ��-0.O•®m©•O•®m (1� HV BLADE OR _fl HV WINDOW. BLADE INTO \\-00-©-0.0'®m ® Q�-® e a ©m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION.DETAIL© m®® FLORIDA BUILDING CODE(Non High Velocity..Hurricane, Zone ��o°REFI ATI(�/j•�� 0.2015 EASTERN METAL SUPPLY,INC, ...........IGENS BERTHA HVTM _ - - E:C O N�. Accordion Shutter SystemL A S SA HV. MADE#1 W/OR Wia KV. WINDOW RADE American Shutter Systems .R Dmnu noN DATE- oiurR w.. Mi • TILIUT TESTING & ENGINEERING Y COMPAN STATE OF =�G 6]55 N.d.]6N.5t.54.JJS,vaccaA fJ�FNS FDGYI 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE .,4/13/15 P6o-:(305)971-1530.Fox:(3(15)871-1531 4268 Westroads Drive 2 DRAWING No ``: e- ®� 9West Polm ©eoch, FL 33407 3 15-085.. �*1*G/ONAL'iN L`N%� WALTER A ntuT Jr.P.E 4 P.E.�Ar.4St'l}19ASi fr,6RE/DATE "L`Dc.'®41167 8 SHEET10 OF 20 SCHEDULE U1 SCHEDULE !!2 SCHEDULE A3 MAXIMUM SHUTTER SPAN'I -L+" OR -L=' MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*'L+" INSTALLATION LEGEND �'NOTES: (ft.). FOR INSTALLATIONS W/ OR "L '(ft.) FOR R -L-" (ft.) INSTALLATIONS GENTERMATES. &® or or INSTALLATIONS W/ i CONCRETE'& WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V..LOCK.®,or ® or or �F[{� & & W/ ONE HV LOCKS .. POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK (q NO LOCKING RODS�i, or ONE HV LOCK or or.® OR W NO LOCKING WALL A. B, C. D. E, M. N, 0, P, 0, A.S MAX.ALLDESIGN PRESS SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ONE HV •T" W/ NO LOCKING RODS S®. / AS.D: DESIGN PRESSURE RATING. ® � DS' MOUNTING F, K & L R, S, & V. LOCK,@ W/TWO LOCKING ROOS.® TOP & (SEE NOTES t.tt) (yAL10 FOR;MOUNTING Q (21 PROCEDURE_TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tttty SHEET 7). rL0OR/CEILING G. H. I, Il, J T, U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING; CONCRETE&WOOD INSTALLATIONS O CONCRETE Y'"0 CONCRETE. MOUNTING & M, u uu MAwngl IN N NS uAnNUu GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. Asn DF" �0•p� )y,p,pL5„�rM 1NSTAUATIONS DETERMINE MAXIMUM SPAN 'LF•FROM SCHEDULE- PRESSURE CHEDULEPRESSURE WALL MOUNTING FLOOR/CEIUNG PRC=RC - WALL MOUNTING - _ Nk fLOOR/CLUING MOUNitttG- -- - - P^� MOUNTING RATM & OR --GIVEN A NEGATIVE AS.D.DESIGN PRESSURE RATING, (a,I.) (a•.I) FLOOR/CEIITNG MOUNTING (A.JJ DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. (�0p-) _ (.OR m-) noon ALL Mo KUNG rl L+ (0) (-(N i'..(N iN L+ (n) L-(6) 0 MAXIMUM SHUTTER SPAN Z+'OR -L-'FOR 30 OR LES 16'-0• 16•-0' '16'-0• _16•-0' 30 _ 16'-0' 16'-0• 30 16•-0' 16'--0• INSTALLATIONS INTO WOOD SHALL BE UMn ED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE _ _ 105 psf.AS.D.DESIGN PRESSURE RATING. _ !IM DETERMINED SPAN BETWEEN _L+'AND-L--- 35 14'-10' 14•-1i)' 15•-2' 16'-0' 35: 14•-10• 14•--10• -' J5 15=2" 16'-10". _ 40 13'-10• 13'-10' 14'-2'__15'-2' 40_ _ 13•_-10'_- -(3'-10• 40 14'-2 -- 15'-2• (3) PROCEDURE TO.DETERMINE MfJOMUM SPAN FOR 45 13'-1 13'-I' 13'-4' 14'-3' _ 455 _13•-1'_ 1_3'-I' 45 13'-4' 14'-J• t HV CORNER CENTERMATE S3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN IMOUNTINGS 50 12'-5" 12'-5' 12'-•B• .13'-T 50 12'-5' 12'-5• 50 12'-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGGS:S: -- _ SHALL BE AS INDICATED 0(4 MANDATORY CONDITION p7. 55 IV-10' I1•-10' _12'-1'- 72'-11_ _ 55_ 11-10- _71'=_10- 55.. .11.'-i' 11-11 .. - - RAIIN GIVEN POSITIVE AS,D. DESIGN PRESSURE _. _— ..___..._:= - _ ..__.._--._. - NOTE Q5, SHEET 5. -_ __ RATING:'--------- 60 ________ 60 11'-4' 11'-4' 11'-7' 12'-4' 60 11'-4' 11'-4' 60 10'-2' 10'-11' 65 10.'-10" 10.'-10' IV-1• 11'-11', 65 10'-1010'-10" ^._65 9''S• 10'-1' L1+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' IO'-6' 10'-9• 11•-S• 70 10' 6' 10:-6' 70 8'-9' 9-4' -- - L2fm MN(. SPAN FOR FLOOR/CEIUNG MOUNTING _ 75 IO'=.1 t0'=1• 10'-4' 11'-1' 75_ 10•-1' 10`-1• 75 - 8•-9, yy INSTALLATIONS. _ 1 1 EXCEPT THAT MAXIMUM SHUTTER SPAN 1+'OR 80__ 9'-10• 9'-10• 10•-0'.- 10'-9' 80 9'-10'_ _9•-10_• 'L AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR.A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6- :9•-g' 10'-5' 85 9=6: 9'-6• INSTALLATIONS INIO CONCRETE OR CONCRETE BLOCK RATING: - _-90 9'-3' 8—_3• 9' 10'-1' 90 _9,_3• 9•-_3:_-- SFWl BE UNITED AS FCLL515S: DETERMINE: 95 g'_O' 8'-9•. 9'-2•" 9'-10' 95 - 9•-37 8•-0' 1- CONNECTIONS TO KEYSTONE MOUNTING L,-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _100 8'-9' 8'-4' 9'-0• 9'-7' 7p0 g•_g• g'-4' LIMITED TO +64,-72 p.s,T. AND 8'-0• SPAN, SEE L2-=MAX. SPAN FOR FLOOR/CEILING MOUNTING _ MOUNTING MOON SHEET 7. INSTALIAMONS. 105 8'-7'- V 7•-11' 8'-9' 9'-4' 105 8'-7' %'-il• . 110 _ B'=4' 7.--/. 8'-T 9'-2' 110 8�4•^_`7:-T - - -.. FINAL MAXIMUM ALLOW.)BLE SPAN IS EQUAL TO THE 15 a•_2• _ 7•_3• :a•_.4•.. :6•_„• 115 &-2 .. - 7•-3- SEPARATION TO GLASS SCHEDULE MINIMUTA BETWEEN ZU+•,-L2+--. Y,-•AND lz-• 120 8'-0' 6'-11' [7- 8'-9• 120 8'-0' 6'-11' - - - (4)GO TO ANCHOR scHEDULE WITH nNA1 MAXIMUM ___. ._. . _ 125 _ T-10” 6'-:8'•- 8'-5' 125 T-10' : 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN130 7--8= 6-5• ' 8'-I• 130 7'-e' 6'-5' WIND ZONE PRESSURE RATING TO DETERMINE MAXILIUM ANCHOR MINIMUM SPACING7--7• 6-z7'-g• las7--7- 6-z• .. - SEPARATION r'-e= s-1i= 7'-6• 140 7'--s• s'_l' ASTM E-1996 T-3' S•-9• ' T-3' 145TO G�:ASS1507'-2' 5'-7" ' 7'-0' 150 7'-2 5•-7'155 7'-0' 5--5 � 6°-9' 155 - 7•-0'- '-5' ) THRU 3 1" - -160 6'-it' 5'-2• 7'-1' _ 6•-7' 160 6'-11• S•-2• _ 1_65 6'=10- 5•=1' %' U' W-4' 165. 6•_.10• 5•-1 .. .. .. .. 170 6•-9'- 4'-I1' 6'-11' G-2 170 6-9- T1 '-9' 4•-11'-_ _1,75 6'-7- 4__3.. ._.6='9• 8•-0'- 175 6'..7. 4•_g• --- -- _-- - - 1 HV BLADE 1ao 6•-6• s•-e' 6'-6' s'-1o' la0 s'-s- a•-e• 6'-5• ._4•-6_ 6--J_ .._.5.-B. 1 B5 6:-5• 4._6. 190 W-4' 4'-5' 6'-ti S'-6• 190 6'-a' 4'-51-- ..-195 6'-3" 4--3• _ _5 _Fi-5• . 195 6•-3• a�-3• 200 6'-2' 4'-2- 6'-4' S'-3. 200 6'-2' 4'-2' 205 W-1• 4--1` 6'-J• 5-1• 205 6•-Y I a•-.,• FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane..Zone ©2015 EASTERN METAL SUPPLY, INC. AA`AA1,,,HIIIIr,,,,,j BERTHA HV HJ - A S S A Sy stern Shutter S stem . . . . HV.HARE#1 1N/OR W/O FEV.WNDDw RADE, ArimicCn Shutter Systems REV.Nc- OE CR"ON DATE.. MVM By.WW-/LG. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. , OLD 11-192 a/13 Is OATS .a/,3/15 * _ 6355 Rk 36m.SL.S,,.DAs,VIRCLNIA c rmENS.rU RLw 3312. 4268 Weslraads Drive Z Ph-:(JO5)571-1530.Fox:(305)871-153, DRAWING No W 01: D'•,aCDR1�p;F.�� 01:tilteWest Palm Beach, FL 33407 - 3 =0F - 15-085..4 wiTTER®a671g null Jr.P.E s SHEET �a?b,Sl�►f(lS 2E/DATE FLORIDA Lw 944167 6 11 OF 20 I C WLij e06 N z wN. m0 > fn jam' to a oIn oil Wo _ o _ _C#O� .. z c pZn: 4o C1 0 } 1w F.,X13 I jI. OSVI� O a ,.1. 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SCHEDULE FOR A GNEN MAX. SHUTTER SPAN: SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES �. DESTGN:NE2!TNE RTMRE RATING AND A CORR6POMkN G NOUNUNG TYPE FOR:COMM OR CONCREIE BOCK NSTAIL►.TKNS (SFE MOUNTINGS E.G.&H ON SHEETS 6&7)- - 1.ANCHORS TO SUBSTRATE SHAT.BE AS FOLLOWS: .. POURED 00HORE3F/OOIIQEIE BOCK .. POURED CONCRETE - .. W TO EXISTING POURED CONCRETE(Min.V.-3 kai) UAx11NM QE WALLSILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX,(kc-rc =3 ksi) SPAN ANCHORS SPALYNG LEGEND - 1/4'0 x 3/4'ALL P64as so(1D-scr ANCHom AS DISTRIBUTED BY ALi'PoINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.1•c =3 ksi) (R) kS.O.DERON 108AINE PfRW6E RATING qD A=DESIGN TEOVNE PR41ME PAW I kSO.DESIGN NUGAIN'E PfESSL1 E PANG - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAA AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC:(Min.rc m 2 k0i) 30 1401 60 175 190 112011601205 30 40 .60 75 90 120 160 205 3014011501,75' 9a 120 160 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECUILTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED UCENSED.OR.AUIHDRLZED VENDOR REGISTERED 1WTH.THE AMERICAN SHUTTER SYSTEMS ASSOCIATION•INC. 14 2 10 9 B B 6 55 14 12 .10 9 B 8 6 6 14 12 10 .9 8 B 8 6 THRFADFORM TECHNOLOGY - .3-0" 14 12 f0 9 B IT 5 6 14 12 .m 9 8 8 8 b fa .t2 10 9__ 8 B 8 6 ALL (Mn.f'c='3 ksij OR LESS .14 12 .10 9 B_ 8 6 6 14 12 10 .9 B B 6 6 I4 '12 10 9 .EI 8 6 5 UE TAP SOLIDASET 14 12 10. 9 8 B 6 7 14 12 10 9 B B- 6. 6 14 12 t0 9 8..B B 6 SLUE TM W/CPP _ NOTES: t4 12 70 9 8 7-55 15 1{ 12 t0 9 a 'e- e_ 6 t4 12 10 9 B B -e' S TAPPER+ 0.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORII TECHNOLOGY ANCHORS AND TAPPER+ __ __ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4•-Q- 14 12-10 9 -8 8' G 6 14 12 10 9 -8 -8 '.6 6 14 12 10 9 B '8 '6 5.5 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 45 14 72 10 9 B 6 4 3.S 0.2)MINIMUM EMBEDMENT OF 1/40 x 3/4'ALL POINTS SOUR-SET ANCHORS SHAT BE 7/8-INTO THE POURED CONCRETE.NO ELBEDMENT 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 8 u 14 12 10 9 B 8 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DOST,AND _!42 to 9 75 u 1s _- 74 72 10 9 e_ B 6 5 14 1270 9 8 _7 5S 4 •srs A1I01�Or OS[F08 1-MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 0 14 12 10 9 8 8__6 SS 14 12 10 9_ 8 B 8 4.5 SIFDE�'av S OF 19 14 12 to 9 8 7 4 - 14 12 10: 9 8_e.5 5 &S 14�'1z 1'0 -B es =5 'is".3 = A3)IN CASE-THAT.PRECAST STONE,PRECAST CONCRETE PANELS.-PAVERS OR ANY.VENEER BE;FOUND ON THE E3(ISTING WALL-OR FLOOR, is 12 10 9' 8'7S 45 - 14 12 10 9_8 B G. i5 14 1210 1 9 8_5 4.5 3.75 ANCHORS SHALL BE LONG-ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.9.75 6S .- 45 _ - 14 12 10 9.:8 7S 8 55 .4 14 12 TO 9 ,:6 4.5 35 NOTES A1)&A2),ABOVE.FOR INSTALLATIONS ON VINYL SLOING OR EFS WITH OR WITHOUT METAL SNOS CONSULT T195 ENGOIEER.FT)R 6'-0- 1� 12 L0 B "8 8 6 - 14 12 10 9 _9 'B 6 5 14 12 10 9 8 83 5 35 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 SS 3 - 14 t2 10 85 7 54 4 3 14 12 6 65 5.5 4 '3 - (Dj TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 6 6 - - 14 12 10 '9 8 65 5 75 14 12 f0 85 6 5 4 - _ _ -t4" 12 e-&5 5S 3 14- 12 "t0--9- a 65 4.5 35 14 12 t0 'e 7 5 3.5 ] -- - - --1%4'0 TAPCON OR TAPCON WITH ANANCED:TIRFADFO.RM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.-BUR.OfX. 14 12 10 9 B e - - 1412 l0 9 e 7 s 4 /4 _12 i0 9 75 SS 4 3 - 1/4'0 x.3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. _p' .. _ -_ _. ..__._... -_.__ -. _ __.__ _. ._.._._ ..._ _ - 1%4'0 BLUE TAP CONCRETE ANCHORS W/CAP.AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_ 14 12. 10. 8 65 4 - - 14' 12 9. 75 6 4.5 3.5 - I4 10.5 7 5S : ]5_-._. 14 12 l0.65 7 {. - 14 12 10 9.75 55 4 14 12 9 7 7.9 45 - - - 1/4'0 TA'PER+ANCHORS.AS.MANUFACTURED BY POWERS FASTENERS..INC.,AND DISTRIBUTED BY ALL MINTS.SCREW BOLT&SPECIALTY /4 11 7.55 47 - __ - 14 12 10 9 5'.75 5 :4: - 74 12 9 7 .4;5 '3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED.VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC, 14 12 10..9 "8 6-5 - 14 12 10 9.:8 6 .4. 14 12 f0 8 65,:5- 3.5 NOTES: B•-p- 14 12 85' 7 55, 3' - 14 12 8 6,5'55 4. 3 _ 2S 95 8 5 4 3' - EL7)MINIMUM EMBEDMENT ZTO C011CRETE BLOCK OF TA'CON,BLUE TAP YI/CM ANCHORS AND TAPPER#ANCHORS IS 1 1/4-AND TAPCON 14 12 95 75 6 - - - 14 72 95 B 65 5 - 14 12 8- 6' 05 4 - - WITH ADVANCED 7HRFADFORM TECHNOLOGY ANCHORS IS 1. 13 85 8.5 5 J.5 14 12 10 B 6.5 14 12 B: 8.9 5 4 9;-p.: 14 12. 10 B B_ - - ii 12 t0 9 7.5 45 - - Ti_ 12 B3 7 55 4 - -7:782)MLNIMUM EMBEDMENT OF 1/4'0 x 3/4'/V1 POINTS SOLID-SET ANCHORS 5E4LLL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO _____.__.__ 14 11S 73 6 4 ^ 14 11 7 53 5 33 - - 11 'B 5.5 45 35 - - FJNBEDMFNT0NT0 STUCCO SHALL.BE'PEPoARIED. 1/4'0-20 S.S MACHINE$GREY/USED SHAT.BE 1 1/2-LONG MINIIMUM SHOULD Sil1000 _._ -.- .. _ _. - - _. __ ____ _.5 ___.. - .. .__ .� _ _- 14 12 8 65 4.5 - - 14 12 8.9 7 95 4 - 14 JaZ 7 SS 6 4,5 - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 115 8.5 55'4 - 14 12 9 7 '6 45 - - 14 11 7 5.5 45 3.5 14 12 10 9 7S - - - H 12 10 8'6.5 5 - - 14 12 B 6 5 4 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'_p'_- ____ - ___ _ _ _ /4 f_0.6-7 5' 3.5 - -_ 13 95 6.5 5 4- S 10 75 5 6_ 3 - ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE:SHALL.BE AS wDicATED ON t4 11 7.5 5S - - 14 115 9' 6 5 4 - 12S 95 6' 5 4 1 NOTES-8.1)&0.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR E3FS WITH OR WITHOUT METAL STINGS CONSULT THIS ENGINEER. 0.5"8 5 _ 14' 12 "8-8.5 55 4 _ - 13' 1a'ISS '9 { -A- -Z INSTALLATION INTO EFS WITH META.-5NDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 45 16'10.9 7 55 4S 33 - _ 11-O 12-5 93 5 - - _ 12 9 e' a5 a'1 9 7 4.5 3S 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEGnG1TIONS OF THE ANCHOR'S MANUFACTURER 15 14 10 7 - - - - - 14 LOS 7 SS 4S - - - BS 55 I.S .75 - - - 9.5 7 45 - 14 113 7.5 6 'S ^ - 12 9 6 45 4 _ (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12._0. l4 12 to - - - - - 14 12 8 65 55 - - - 13 io &5 5 4 - - EDGE DISTANCE VERSUS SPACING FOR ANCHOR$; 1.5 BS 4.5 - __ 11 0 55 4 JS - 8 _8 _4 } __ __ MAXIMUM MICHOR SPACINGS ARE VALID.FOR EDGE 015TANCES INDICATED BE1DW.FOR E D.IF55 T1UN THE INOITA7FD.RLUIICE ANLYNOR SPACONC 3.5 SIS B 13 95 65 5 4 05 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THF.FOLLOWING FACTORS. 9' ISS - 14 10.5 7 5.5 4.5 __ 5'11' e 55 4.5 _3S - REDUCED SPACING OUrAINEO USING FACTOR SHALL.NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 1,3•_0. 14 t2_ - - - - - - u 1t.5 z5 6 5 = - = 1r 9 e_11,5' 4 _ -- .. .. - FACTOR. .. .. _... 05 8. - - - - - to 75 5' 4 3 - - 75 s5 4 3 - - - - Ate- TAPCON WITH ADVANCED TAPPER+. . 2S&5 - - - - - 12' '9 -6 4S �' - - - 9s 7 - - - - - EDGE TAPCON ALL POINT SOUD SET'BLUE TAP W/CAP e 6 - - - - - - 95 65 5 - - - .5 7S 5 4 - - - - 1 HV BLADE 0 DICTANCE - THREADF'ORM TECHNOLOGY MIN.SPACING . la 12 - - - - - _1.31.3 1-5 - SS - - - 11 e5 55 4.5 - - - - ED. MIN.SPACING 3'" MIN.SPACING 3' MIN.SPACING-3 1/2' MN.SPACING - 3- _3 3/4- 4- 14-0- 10 7.5 - - - - - - 0 7 4-5 JS - - - 7 5 3S 3 - HV B DE W POURED CONCREIE& POURED mHc7ETE CLPNGErE BCCI POURED.CONCRETE& R'OIXNED CONCRETE&I4iLrm� 7E OG17EfE EMOoi 15 B - - - - - - 11 8 5.5 4.5 - - - - 9 B5 ISI - - - - - CONCRETE BLOCK �y EO.31/2-EON.FD.-2 1/Y CONCRETE BLOCK CONCRETE BLACK LBi ED..3 1/2'11%TA-2 IT i 11 g. 5. _ _ _ _ 0 . 45 - _ _ _ _ HV WINDOW - NIX E&-s .. MH FD.•3 1 - Tai FA•]' 35 10 6.5 - - - - 0.5 6. s = BLADE"WORKING 3- ,.o o_so, t.o 0.70 1_0 0.e4 '1.0 15•-0' 19 65 65 , - - - - - gs..5--' _ _ _ - IN UNISON ♦ --2';�2- --- - _ _ 0.81 ---- 1.0 _-- - 0.67 _ 1.0 ---- - _ . - ---� �- �--_� - Tis-e� 5 =� -�_ :_ -� es 6 4 -LL - _. _ ._ 2• - 0.7115 85 5.5 - - - - - 9 ISS 4S - - - - - 1 3/4- - 0.910.43Lio 14 - - - ^ .- - 25 95 6 - - - 10 7.5 5 - - _ .'_.'.2� _.0 .. _ ._.___--_- - - .0:35 - 8 - B 6 4 - - G 45 } - - ..e 6. 4: _.. 9$ 5:.= - - - - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone p.TIC(/TAAAi� ©2o15 EASTERN METAL SUPPLY.INC: �� """ •J9° BERTHA HVTM �ENSF '•.•�. �- I L E.0 O SSA Accordion Shutter System N c. O■ ■ ■ ■ IAV.BADE#1 W/OR W/D KV. 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HV BLADE W j �A HV WINDOW BLADE WORKING IN UNISON* C♦ 'ICU ;F11CH15 OF 114 fOR EIi OH 9�QT f9 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIL,FLOOR OR SOLD WOOD SOT WALL BE AS FOLLOWS: 3.SU85TRME SHALL CONSIST OF THE FOUJMNG:-SOUTHERN PINE No.2 W/G-0.55(N.DS) - 1/4'o TAPCON ANCHORS,AS KkNUFACTURED BY I.T.W.DUILDEX W/YINMUY EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/'0-0.50(N.D.S.) EACH:SECTION ON SHEETS 16&17. .. .. .. SPRUCE NNE,FIR NORTH W/C-0,43 EXCET'ltON:SEE NOTE 2 BELOW. _ -SPRUCE PINE FIR,SOUTH W/00.36(NDS.) ' PLYWOOD-VOL 1/2-COX PL (1986 APA) - 2 ANCllofls TO HOLLOW COLING SHALL.13E As PER MOUNTING TYPE U.511EET 17 AND SHALL CONSIST Or . LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE.INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S M ANUFACTURER, FLORIDA BUILDING CODE(Non High Velocity .Hurricane.Zone .. .. .. 2015 EASTERN METAL SUPPLY.INC. . BERTHA HVTM L;,,IIITIIIF„ A.S.S,A. Accordion Shutter System H.V.BLADE#1 N//OR.W16.ALV.1MNDWV BIADE Shulfer Systems REV.N .. :DESCRIPTION DATE DRAWN.Rle. N:1., TILLIT TESTING & ENGINEERING COMPANY Ntn Q4�6� 63W WX 36M.St.m.300.41IGM GVaXNS,.FLORMA 331 A390CI0}100. Inc. ':1 :OLD 11-792 4/1J/15:In1re 3/15 Phoho:(305)571-15:0.Fva (30.5)871-1531 4268 Westroods Drive z ' DRAWING No c rmaT:uR4roaool.wm West Palm Beach, FL 33407 3 *•' stATE oF' _ A.DLLUT ES-0006719 .. t�C WALTER:AJr.P.E. 4 ... FLORIDA g 4 467 s SHEET l�' uV 15. OF 20 INSTALLATION' DETAILS ON EXISTING WOOD BUILDINGS ' FOR n HV & I HVA BLADES AS APPLICABLE MAX. SHUTTER S A L+ .OR L— FOR ,I S ALLATIONS INTO :WOOD WITH HV BLADE 1ONLY SHALL WALL FINISH 13E LIMITED TO 105.0 psf. S.D. 'DESIGN PRESSURE TIG SEE SHEEJ 19 FOR MAX-SPAN & ---1/4'0 TAPCON OR.: A.S.D. DE 110WREESSURE RATING :FOR INSTALLATI0N I WITH BLADE MA lk W ORKIN IN UNISON TAPCON WffM ADVANCED. 1/4.0 TAPCON OR THRFADFORM TECHNOLOGYY. -Idin.PENETRATION TAPCON WITH ADVANCED T}IREADFORM TECHNOLOGY OF THREMFA AREA TO W/1 1/2'Min.PENETRATION.OP THREADED AREA TO EXISTING ` FCft cFpy7A - 1 1 OOR l7(ISTINC WOOD HEADER. WOOD HEADER.(SEE'SCREDUtE.ON SHEET 15) 1 TO GL .70 SCHEDULE OEl SHEET IS) 1/4'0_20+3/4'S.S.MACHINE SUEDU.E ON SHEET ® 1R TSO.C� 1/4--20,NUTS I I1 FOR BADE 0AND___ CN SIEET 19 FOR EXISTING E FI�5(1)1,Q0 c wau 15 a rN5t1 I I � � ' \ I 1 3, ` FINISH WALL ... IXISTING MIN. I - 2k4'WOOD ♦ I ✓'' EXISTING MIN. _ - 1 OR_ - -- - it - HEADER-REQUIRED-.' - ®.- -- - - - -- - 2.9'-.WOOD" - - iO - { 1/t"0 TAPCON OR TAPCON WITH ADVANCED I 3 HEADER REQUIRED ��))) �ll I (( THRFADFORM TECHNOLO_W/1 1/2' EXISTING I MN..SEPAPAMON I I "U �`, Min P.ENLTRATION OF IHRFACED AREA TO CLASS -i TO GLASS(SQ I I I 1 _ FXiSTItiC WOOD HEADER. SCHEDULE ON SFEET EXISTING MW.SEPARATION 10-CLASS ' f+ (SEE SCHEDULE IXT SKEET 15) I 11 FOR 940E Q7AfD— GLASS---I ---(SEE SCHEDULE ON SHEET 11) .I {, �! I 1 �.2'ab"COM.-SILL ON SHEET I9 FTIi _. ..• RATITES 0k CF� _ - .. .. -T_._.._._..______._____......_-_-._ - _ _ _ ..-_. PLATE REd0. ON HV WALL HEADER INSTALLATION OO HV_WALL SILL INSTALLATION OM HV WALL HEADER INSTALLATION -- - -- j I 1 MIN.SEPARATION TO GLASS* I. O IXISONG111N.SEPARATION SCHEDULE ONTO GLA S7 _ - (SEE SCHEDULE ON SHEET 11) - CLASS-- STIN,G /� ( ) EXISTING x 2'x4'CONNTF-1-1 MIN.SEPARATION TO:GLASS 1 tO C=-, IISS- a GLASS--I - z WOOD PLATE((SEE SCHEDULE ON SHEET 1.1.) I; � - M I 1/4'0-2Ox3I1'S.S. + RED 0. �� 1 ` - :s I MACHINE SCR--WS \ II—I� 1/4-O-ZU.J/4'S.S. \ I USING 1/4•-20 NUTS MACHINE SCREWS W/ .I -1YALL ; 1/4°-2U NUTS® 1z•:. I O 12'D.C.,I I 1 �-. nNiS11 I I i IL 1 arc 18 I ©DR® J i OR 1II5 \ r7 2.4-COM. 1 .•`• W WU E WOOD PLATE ", \ REO'D. ll - —--t 11 .. 1'Min. 1/4-O TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1 1/2- ` 111 ` W'-SILL•PLATE I — LE7(6TWC.LYTEO�OID FIEP�DER THREADED AREA TO 1/4-0 TA('(:ON OR TAPCON WIT}I ADVANCED { 1/4!0 TAPCON OR d4IE: ' RE0, 1 (SEE SC!IEDULE ON SHEET 15) t) fHREAUFORM TECHNOLOGY W/1/2' - CON \PITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL.,I Min.PENETRATION OF THREADED AREA INTO.PLYWOOD ",_LI 1 ;- ll 1(1 ll1' 1/2-NLN.CD TIIREAOFORM TECHNOLOGY SHUTTER ASSEMBLY:. - h _h� '"-'WALL FINISH .�� (SEE SCEIEOUIF.ON SHEET 15) EXISTISC UIN.2'•a- PLYWIX1b RE"U'O. W/ 1/2'Min. PLNETRAT1ON OE 2-MOUNTING SECTIONS CAN BE VVV STUDS[A 15'O.C.MAX. ypALL FINISH-- THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/Z'MIN.COX PLYWOOD REO'D. REO'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY.INSTALLATION. ®HV.-WALL SILL INSTALLATION V.StING MIN.2'14'STUDS 19 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH "- WfTH SECTION 2308:OF 111E F.O.C. SECTION 2308 Of ME ®HV WALL SILL INSTALLATION ♦sLTs uM11AnoNs aF t of ©HV WALL SILL 'INSTALLATION F.B.C. BEmEt1..NN°"5"ET'9 FLORIDA BUILDING GODE(Non Nigh Velocity Hurricane ZOne C1,)2015 EASTERN METAL SUPPLY,INC.. - \```,,a�' 'P'.T)4 fr.,,,, BERTHA HVTM A■S■S:A■ Accordion.Shutter System �/ H.V. RACE#1 W/CR.W/0 HV. NINWW RAM '+'P•�y""- 7ILlIT TESTING & ENGINEERING COMPANY American Shutter $ysf®EDS EY.NOE3CR1Pf10N DAIS- OPAwN EST: ALL 63.Ss.N.W.3GA.SL.St..305.VRIGNIA 0/DENS.FLORIDA 3316 ASsociGtiOn. Inc. _ 1 -.Ot.D.11-192 4/13/15, DATE: _4/13/15 Phone:(305)871-1530.Tax;(305)871-1531 4268 Westroods Drive a2 DRAWING No a' tV�` o mail:tilt-0-1— West Palm Beach, FL 33407 3 15-085_ FC ORIOP:.-'�a�'``� ALTER 4167 .. .. EB-0006719 `D WALTER A:TROT 44 67P. 5 SHEET U7DAiL L�.i 4 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & J& HV* BLADES. (AS APPLICABLE) MAX - SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADEC ONLY S B TED' TO..105.0 sf. A.S.D. DESIGN PRESSURE::RATING S E SHE 9 0MAX 11 -WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 WORKING IN UNISON _._..Yll..... 1/4'0 TAPCON OR 4'x8"(Min.)EXISTING EQ EQ-- 2 MIN.----� TAPCON WITH ADVANCED _- EDGE(IF APPLICABLE) THREADFOHM TECHNOLOGY WOOD BEAN REQUIRED. W/1 112T Min.PENLIRATIC17 /4'0-20+3 4 S.S. STRUCTURAL ADEQUACY OF THREADED AREA TO 1 / OF EOSTTNG WOOD BEAM PHILLIPS TRUSS HEAD i0 dE Cl7TRFIlD BY OF THR DED HEADER. 1. - EXISTING WOOD `Min.' MACHINE SCREWS REGISTERED ENGINEER OR -' -- i V,(SEE SCHEDULE ON 511F17 15) Q Q ___ _ _.____ TRUSSES OR W/ 1/4`-20 NUTS ARCHITECT PRIOR TO _ .:Q- -E O 12'O.C. SHUTTER INSTALLATION. - 1/2' - 1/2' -- - ---- O.C.�REQUIRI o -.. i _ 1/4'0 TAPCON OR --- - y)� 4�\ LJ a') TAPCON WITH ADVANCED - F /` �4?1 go... .257' THRFADFORM TECHNOL�Y - - - - - _ - - - Q _ _ Max. W/ 1 1/2`Al"PENETRATION 11x3/4".. Vx40zt/8'CONT.ALUM.TUBE J I OF THREADED AREA TO EQ- S.M.S. (6063-T6 ALLOY)W/ NI `vis OPTIONAL EXISTING WOOD HEADER, TO - :!.--, (SEE SCHEDULE ON SIIEE. 15) 6 O,C. I ) Or 1©Or t5 /1611!FTER OR TRUSS, I} ! @ or 13 or 15 I EACH --I LOCATE IAO SCREWS AT I _ I IMWIOTH of EXISTING wooD EXISTING MIN 7'x4' ------0 I I I I MEMBER. (2`Min. NOMINAL ID(ISTING—d HEADER NEO'D I I I OPEN HOLE AT EACH.- WIDTH)W/2`Min, GLASS MIN.SEPARATION TO GLASS - ) ,, -} STUD TO ACCEPT j PENETRATION OF THREADED SCHEDULE ON SHEET I1). GIASS --I I .5/16`0 LAC SCREW It{(I ' AREA.VAUD FOR _ - -I- - I ' AT CENTER OF IUeE. !tl INSTALLATIONS WITH 72p.i t I I ILI{NTI MAX.A.S.D. DESIGN LOAD AND �S ET }IV WALL HEADER INSTALLATION ��ON EXImNc i��gr�� I INSTALLATIMAXON SPAN.THIS CLASS- 7U tys(sTE INSTALLATION S ONLY VALID _I it�D OGR ®♦ , FOR WOOD W/MIN.SPECIFIC FOR II FOR BLADE(DND GRAVITY OF 0.50 AS DOUGLAS 9AOE5 N+w ! I pAT6 i� ♦ FIR OR SOUTHERN FINE No.2. tl-5�:A+DU i r0a ttwcAL siurm+Asgv�v L ---- -- ----'`. —L--- m �_ _ .—� OR EQUAL z-MOUNTING SECTIONS CAN BE COkWNFD CT)HV CEILING INSTALLATION �� W ANY WAY TO SUIT ANY NISTALLATNON. \U/HV C LNG ST LLATIO _ ( I Io sass(sTc --O OR 1�♦ I--- I I NLN. � MIN.SEPARATION T0.CLASS -4 II�ra1`EI."ON tOi � I SEPARATION (SEE SCHFDUI.E ON SHEET 11) ' I W 3kTI 19 iqi T0,GLASS-- �mN'GLfSS RA4E55<D a _(SEE SCIIEDU.LE I I E)0�N•. I - \' \ ION 51 FEET 11) z 111 I ((( I I ALTER TE ANCHOR �Mn LOCATION EXISTING RN1511J I I " �! 810.3/4"HExCLASS i I I 1 I -.2x6'MIN.WOOD WASHER HEAD TEK I DECK REQUIRED 2'x6'MIN..WOOD' ,I SCREWS O 12`o.o - (NO FINISH OECK.REOUIRED(NO N.LOWFD) N FINISH ALLOWED) - --_- - _ EDGE _ - --_ \ _ _i \ -19 EDGE OF DECK - 172' EDGE. �pF -v-`DEC _ - _ ff APPLICABLE - K IF IZ / 11 �\ I O IF MPUGABLE -____�A_-` ,C0: _ APPLICABLE - 1' l \ 1/4`0-20.3/4-S.S. _ _ ------ _. t 1/4'0 TAPCON OR Min.. PHILLIPS TRUSS HEAD �2'jyy,_.: ' �._ - ___ _ L 11' TAPCON WmI ADVANCED NACIIINE,SCREWS 1/4'0 TAPCON OR TAPCON 'NRH ADVANCED -2•MIN, it iHRE/1DFORM TECHNOLOGY W/ 1/4`-2O NUTS I THHEADFORM TECHNOLOGY W/ 11/2`Mn. - Slll.PLATE II ':- W/T I/2`Min.PENETRATION 9 f2'O.C. 1/4'P 7APCON OR TAPCON WITH ADVANCED THREADFORIA� L-._-2`MIN. -- PENETRATION Or TIIREADED RIVEp, OF THREADED AREA TO TECHNOLOGY W/ L 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE EXISTING WOOD HEADER., AREA TO EOSTING WOOD HEADER;(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET IS)' � V- (SEE SCHEDULE CN SHEET 15) ♦ SEE LIMITATIONS OF uSE FOR (X�HV WALK-OVER.INSTALLATION V HV WALL SILL INSTALLATION BLADE�ryoN SHEET 19 O HV FLOOR INSTALLATION NHigh' U FLORIDA BUILDING.CODE(,on Velocity Hurric0ne Zone _ `N,-;,VR A:•T��`/ �i�' .. .. :.C)7015 EASTERN METAL SUPPLY.INC.- CEN ':`' BERTHA TM L� Sic .9''s Accordion.Shutter SystemO A S A■iLECH.V. MADE yt W/OR.W/o itV W+NDaW Bay *_ *_ American Shutter Systems EV. O[SORPnON DATE DRAWN ITT: M.L -o'. .12Q ��3�/:l . - MAT TESTING & ENGINEERING COMPANY I F Q` 6355 N.W.36tn.Sc.stn ws,vlRmu clvmal5.,nonce>J1 AS9oCIGt�011, Inc. 1 OLD t t-192 4/13/ii [LATE. • Ptwne:(305)871-ism.Fm (305)871-1531 4268 Westroods Drive 2 DRAWING No FS'•.,. \`� e-mail:tilt-0.0— West POIm Beach, FL 33407 3 15-085 S/.QNAL ENG" IALTER A.TUff Jr.P.E. 4 FLORIDA Lk.If 44167 5 SHEET P.E.,SE4L��f�1�AYURE/DATE- ,- 6 17 OF 20 END INSTALLATIONS n HV BLADE OR-0 WINDOW BLADE INTO. 2.".x4" MIN. WOOD STUDS UK v=0 SWK REO•n _Y%4'Y21.4000 2•.4'em. SNDS REO'0. 400D sfDOS.--: 1/a•.TAiQON /Cf Y.4•L"IL (AS AI'RGCADlU \ / AN041R O 8•oz. Az \ / / r Gntol F]n5 m CIASS ' f' Rl'4DW 6 NO _ a•A. _ __ _ _ QAR •• / E\\I'F� j FAO\\ :.�— I -- _ � tea 9vvAnw tt ryi`-1r. Z.•2'.i In-YN,Cox •,.� _n..,: ro NA5 l5R _ - Fra Op' 1/Y E811.Colles •-.+ - saEl%%E w sm al4cm. - - - 9]FwI w 9� roans UTI .. ,,e r - _ 1/18•J• t1 fUt 6N$Q)A'O .J-.sE;,'J,....'�. So fDUL w.9QT__ - _ tt1Y00-J. •a��w•�� __ _ O+ 91 1L�Nat - (� (6063-14)C6M_ ` x B .In•lel CO% wSo(19 rW w Il lW site lOwa 1/r 11 Iw tLR ONO aAusme .i w sur 12 Grn T-- 0119YE7 i9 G01 .. NA�me A7 ALNL aawt - rllxom. ® trAuIE/msmn - f aAusmel0il 1 i•uw. t4,Tlc((66Arz t/2 - GVR9t I I 12 Al ERfLL10N Or /IC,1/2•S. 1No -_2�,C� ma oaN.eaapa.lsras.ro()e I6LTAR%m 1 OFSR4:COtdEC11CNSEI LLLVL%GW J 1 OR�� To TRAtXS s DLT/i'%r'R �j(}.�. � .96E NNIECipN- -'�l•/-8TO IMLl6 � r�aa ,�,,��.0V- -1N"�• TD TRV'XS�' � ® s4W'� 4— p b� ii-'� ©•0-6�-Ofi•OT-53- �•f3•L'�•®-Tl�.ias- ©�O•®-©•V•i9- C3�•.®-�3•CK-Oa•Cy- Q3.43-�1•.C4•i6•C�i. O•CU•63-0.0�i3- �•®-�•QarO•®- p•t�-Q�•Qf-'.�•i� .•6�-�63-®•® 06.0-0.0-0•0 END CONNECTION DETAIL( ) END CONNECTION DETAIL(Sj END CONNECTION DETAIL\149 END CONNECTION DETAIL (CO .. .. 1705RtW IS REMM aar FW Wp —'LR IIU11 WY ' S1 �� r 1/4•e roGcatAN�3a /1o.1/r FE 1 RAI a w/1 tIr wl. olo ne EIm�Ru aAss� vo+ETxratoN a 12'0n ,W/®t2•.1 .m �1_ ♦-SE£LIMITATIONS OF USE FOR -�.. /Y U.-18t]6DUE w 9Ext 4 / ro � 1a 9W�60 �., BLADE 1A ON SFIEE 13 t1Att:mn 10 .. 11 wI 9ADE yAro 1..-. -� w sw 19 01 2115 1 . �2-`f-0-` a'f3 •,:\�wnu ruu9+ 2'..,lw.-000 •T4•QF-4�i•L g '!3- Pe.AyN�-�ox VIEW ©J-f✓-U•rJ•®o 0)-Q) 4,'J•©•69- 4:913 -05 Cr- Gil- O Cls-0 CS-(L1•a 0 Cd-0*-(D:@ DETAIL X END CONNECTION DETAIL CJ END CONNECTION DETAIL/12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone - LU11 IIIIII _ ®2015 EASTERN METAL SUPPLY, INC: \\`�R A. r;"''A;;, BERTHA HV rM �A�p��•`, CEfJi �s - A.S.S,A is Accordion Shutter System Itv.MAX#1.vi/OR wjo Il.v.H1raoW I?f.AOE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems R OESCRIPTIOR DAT[.. 00AWN W. 'N.L {5 •# Assocfoffon. Inc. t OLD 11-192 +/I3/1s DATE 4/13/15 TATE DF 6=NN38th St-"l WE 305, (7NA CARDENS,rl_0 D 331 4 ;�. (3D5)871-1530.Fa.:(305)871-1531 268 Westroads tDiflve x. DRAWING No �ORIDP `'c�' a ma:GPocoOaal,cam West Palm Beach, FL 33407 z i�s'•..._...:. \\,��` W4LIER A®lt4Ur Jr.P.E. FWRIDA .. 15 085. /l Lia d 44157 5 SHE P.E.'3U♦ , G��Y�RE/DATE 6 18 of 20 t �Q Ids QA+Q . GENERAL UM(TATIONS"AND CONDMONS OF USE FOR BER7H4 O T U . — I I.NAY A.S.D..DESIGN PRESSURE RATING:.}110. 110 PaJ- 2.MAX SHUTTER SPAN:96' " 3.ALLOWED MOUNRNG&A.D.G&H ON SHEETS 6.7;AS WELL AS _. .._ MWNTINGS N.O.T.-U&W ON"SHEETS 16& 17. z y OANRLRY CENTEl61ATE5 1 (BOTH W/&4l G,G ARE.ALLOWED WfM(tt} O m®AY 1Y �4 5 l7CYWT,(SS)MZ 6 I.DED ONLY AT�(:Damoizz Access SIDEIN or O OPPOSSNG . AF Y �� - 106, TYP.EA.END ♦ ♦ i 5.(A)HV WNDCW RUDE l'7 SMALL CNLY ALLOW A MNUMW OF 5 OPENINGS j ♦ ♦ ♦ (3'.HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. -- (B)MIN.CLEARANCE FROM TOP OR BDTMU EDGE OF LN WINDOW BLADE O MAX.5 WNIIUiVVS • .♦ ♦ / s _ - of ANY 3'6 IDLE FOR®SHALL BE 12. _ - - ALLOWEDAT IIY -gi- - - __ _ _ __ _ .. .__ WINDOW BLADE - C "- ()FIRST.OR IF�ST BLADE COMING our FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE Zvi I w ♦ (D) U WINDOW BLADE IN MUST BE USED ALTERNATE TO A SOLID HV GIMEO _ t � THROUGHOUT SHUTTER`S N1DTIf, _ •o ♦ ♦ • ♦ ♦ • (E)C TES SHALL ALWAYS DE 14STALLED ADIACENI TO A SOLID IN - BIME T AT'W.SIDE OF THEM. SEE END ` (F)POLY"AMNATE HV WLNDOW/R SHALL BE-INSTALLED-SO TABS FACE CONNECTION ,�� • ♦ THE MTERIOat DF THE OPENING 05NG PROTECTED.HV WINDOW MUST BE 8 � ONLY INSTALLED AND LOCKED.()SING A W SETTING TOOL PROVIDED BY ASSA. DETAILS ON SHEETS m,l INC. " 10 k 16 TYP.; S.b .. FULL HEK:HT. ® \ cc G.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME �ry t� n Fg�D BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES p -p 44 �, 1.a2 ABOVE): s: br�� C" 7•SEE ANCHOR sPAc1Nc SCHEDULE FOR wsrnu-Anorls.uBo t>ouRm 'CONCRETE OR'CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UMIEED BY SPAN AND DES[ON LOAD(SEE"NOTES I &2 ABUA3. - 8.MINIMUM SEPARATION 10 GLASS SCHEDULE.PER!6111 E-1996: (SEE PLATI:FOR REQU "- IREMENTS) � F�1 " U" H TYP TOP&00700 %r CS' 'l3�at�.�7 A'� WIND ZONE_-. NIMItUM SEPARATION To CUSS _ NIJLAITEO ELEVATION Nt1 SEPARATION TO CLASS o FXtSHNG GLASS- (SLE SCIIm, ON SHEET 11 FOR A) ��— t7 nw cN � TEtr tTJC6_& X51 l /� �\\----- J TYP. t _ _ �j \ .�4� -. 01 T`YP. SYMM CAI.cFxrERMATES - OR AND ..- .___. -__' �r�>� `E.i w/o (SE NOTE nsvYE) PLAN \ (2y+� 4 q� / - TYPICAL J) BY BLADE WORKING IN UNISON WITH BY WINDOW BLADE 4-A SHUTTER* ---- .. N.T.S. ." FLORIDA BUILDING.CODE("on Hien Veloci( ."Hurricane Zone, ```N`lllllt1l11U11U111/IIA♦ .. 0 2015 EASTERN L(EFAL SUPPLY, INC. SERA. P\ .• BERTHA'H TN cE '-i �+ �+ Accordion.Shutter System iL E C-o ,,..\ A.�7.�7.A� KV.MADE 1 w/CR W/O WOW TILLIT TESTING & ENGINEERING COMPANY Shutter SystemsEli.- pESCitLpIION WUE DRAWN BY: M.L. STATE raps RM.]6N.St,Si..305,. GNWEHS,-Fvxs'l 331 A$SOCIOtIOFI� Inc. OLD 11-192 4/13/15 DATE: .4/13/15 • OF—r� anono:(3D5)B71-1530.F� (305)871-1531 4268 Ylestroods Drive 2. DRAWING No, O'+.'F �� a-mom eAA<000a�om West Palm Beach, FL 33407 a %��F �OR10? •��`�� EB-0006719 4 15-085 . ss • wALTLR-A TI 3F.P.E. , `_ l�/ FLORIDA uc:y 44167 6 SHEET IPZ*SG�A� h�E DATE 6 1 OF 20 6•x 4 1/2'x 0.035•THICK --I Min•` ._VARIES%„'I INSTALLATIONS- W/ n HV BLADE .& HV CENTERMATES -1 2:006'Max-f- ONS- G-60 GALVS.35TEELE T.__., ,'�•.'Mhx. - .. .(ASM r.N};083• METAL STUDS AT 16'G.G. -a3p INTO. METAL STUD. WALLS yt0. -------- _I.a 6'D.C. 40 4l m.Go. ------ ,/z 1/4"o NOMINAL GENERAL LIMI ONS AND CONDITIONS OF USE ® ALUMINUM SLEEVE FOR BERTHA L HV BLADE ACCORDION SHUTTER 1 3/4'x 6 1L�•x o.o3s•mxx M;n.{!a3c 430 '��` - 12 o x - - .. 6063-TS ALLOY 1 -A:; - -SYSTEM INSTALLATION TO METAL STUD WALLS COWL GALY.-STEFl 7IW,1(CHANNEL. O 6'O.C. 6:6^O.C.^. 3.000• ASTM A=653 GRADE 4O MO.G-60 Mai.- GALVANIZED FASTENm To Smss SEPARATION TO Gl1SS SCFIEQIJLE 1 W/(2)psxt/z•Tot SCREWS ON I EXISTING FINISH 39. 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, -775 (psf) INQ R k EXTERIOR FACE I -As APPLICABLE _0 N$ 2. MAX. SHUTTER SPAN: -84' WIND.ZONE MINIMUM AUN. SEPARATION ,I, SEPARATION - - 43c LENGTH + 1' ocISr1NC ctnss—' ro PARAGLASm 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TO GLASS O (SEE SCHEDULE) ® 4. ONLY ENTERMATE 21 W/ 2.4 HV LOCK ARE ALLOWED 1 THRU 3 1• ® 1/4"1�-20X3" BOLT _ ) WITH 21 ARRANGED A METRICAL LAYOUT. -- ---- - MUST PENETRATE 43c 1' USE OF (2) 35 (6” LONG, MINIMUM) MUST ALWAYS-BE 4 4' t 3/4'x s t/4'x o.ws THICK mn.' `DUSTING FINISH 1 INCLUDED A7-EXTERIOR OR INTERIOR ACCESS-SIDE OF 2jOr.T 1.373' ONT.cALv,STEEL True1 C,WiN[E I 1�APPLICABLE I I CENTERMATE. ASiM'A-653 GRADE 40 Nin.G-60 J � I WILVANIZED FASTENED TO SRJDS i a.i------ o W/-.(2)(6x1/2'-TFX SCREWS ON ,' T-- - m IN1ERIOR&EXTERIOR FACE i Y 6'U.G. 6 6'O.C. -'j/4..'0_.20 IHRCADS BLADE SLACK DETAIL .HVL IS ALSO VALID FOR 1/4"I3 —ELM—CONSTRUCTION w 0 CENTERMATE 21 APPLICATION WITH BLADE Q:_ PRODUCTS FAB-LOK HD. -- - -43b D.035 THICK W; ;:V RIES` 0 6- O.C. COMPONENTS A 653 GRADE 40 STIA'A- ,2�•IdoSi,', . "` G-s°Gr4v.srEEl ' MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'O.C. EXISTING FINISH AS APPLICABLE" SCALE: 3I8", 1' (TVP.TOP&BOTTOM) _7 035'THICKMi ... _ EXISTING,GLASS �ET40 Min. 60 1 3/4•x 6 1/4'x ONT.f.ALV.ST ASTM A-653 GRAD SYMMETRYCAL SYMMETRYCAL _' G/(1)IZED.FASTEN C suns i - .•- i i 1Y/t2)$6x1/2•TIX SCREWS ON 43a 436 43c , I • i-' i ' i , MIN. TION,VARIES I , _ I INTERIOR& IOR _ SEPARA e1 TER IXrER FACE 1 ! CENTERMATES W/ i .CENTERMATES W/ ;'' TO Guss :. i ' i i i i' i i (SEE SCIiF.DUIE)`'Mox. i 4 I. EXTERIOR ACCESS SIDE : , , _ I .. -,.,. . , , _,. _ ,..INTERIOR ACCESS SIDE ,.. '�-: ,.,.. --- -------------------- ------- ----- ---------------------- ------ --- ----------- -�-=\------- - --- ----- -------------- r--- IN]CT�PJ---._. . IN —.,1.1`U(6'Min.) - ,..IN-. 4 ---------------------- ----- 24 --- ----- ----- ----==-------- - - ------- _ -- _ -------------- - --_— --------------- -------=--- ----- — -_—= ----------_ ----_----- - r - 1 Y —I A4--i 21 21 21 21 1OCAT-0 AT 12 . ( HV HE END- S VIEW Y SIDE CONNECTION TO TRACK L 40O , --. 6 Min,) .. .24 2 1/4'(TYP.)--"6 1/2•(Typ.) Z7T 6 1/Y MAX. SLACK .## ... (Cont.) kVA " - HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity HDrricone Zone .®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTAt �ry _ A S S A Accordion Shutter System 's= I L E C O I N c. . . . . Ii V.a AOE#, IN/as N//0 L1 V.WINDOW BLADE ctr l _ - - AmerJcan Shutter SystemsV. -DESCRIPTION DATE...DRAWN Re M.L.TILLIT-TESTING & ENGINEERING.COMPANY 6x45 N.W.3M.SL,St.3M VRGINA CAIW 6.FLORUA 331 ASSOCIOtlOn, Inc. - t OLD 11-192 4/13/15:MTE: 4/13/15 �•• Phone:(305)871-1530.Fai:(305)871-1531 4268 Westropds Drive :2, �� •. F( Q, •((,�� 1:Idto:aGnot.wm West PGIm Beach; FL 33407 3 I DRAWLING Na a-mS /C DRIB ` EB-0006719 15-085. •.:.....:: •G�`�� WALTER A.TILUT Jr.P.E. 4 P.E.rrrJf�1r (�1fA /DATE R°R°A uc.0 44167 s SHEET 0 of 20 -, litFLORIDA D99AATM8K'o : Business & Professioin al Regutation VE BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff I SCIS Site Map j Links Search FFOrida rO Product Approval a o USER:Public User Product Approval Menu>Product or AODlication Search>Application List>Application Detail I FL# FL12246-R3 Application Type Revision Code Version 2014 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' CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,'FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 i Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. LJ Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES.INC. NAUTILUS ROLLING SHUTTER SYSTEM C.I. DRWG. 15-071.Ddf i Referenced Standard and Year(of Standard) Standard Year SECTION 1609.1.2 ASTM E-1996,E-1886 2005 SECTION 1626 TAS 202, 1994 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect I I I , Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/08/2015 Date Validated' 06/23/2015 Date Pending FBC Approval 06/28/2015 Date Approved 08/18/2015 Summary of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling'Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:No FL12246 R3 II,EXPERT SHUTTER SERVICES. Approved for use outside HVHZ:Yes INC. NAUTILUS ROLLING SHUTTER SYSTEM DRWG. 15- Impact Resistant:Yes 071.Ddf Design Pressure:+160/-160 Verified By: Walter A.Tillit PE-44167 Other:State Missile Level"D"wind zones 1,2,3 and 4 Created by Independent Third Party:Yes (basic protection only). Pressure rating: +30,-30 p.s.f.at Evaluation Reports 20'-0"span and+160,-160 p.s.f.at 8'-0"span with 1/2" FL12246 R3 AE EXPERT SHUTTER SERVICES, slip. See sheets 15, 16 and 20 for additional pressures and INC. NAUTILUS ROLLING SHUTTER SYSTEM P.E.R. DRWG. spans. 15-071.Ddf Created by Independent Third Party:Yes Back Next ,Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released n response to,a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Q—W �ChcaE;M Credit Card Safe GENERAL NOTES: B.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.U.) HAS BEEN 9 ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 201:4 (5th EDITION) OF THE FLORIDA BUILDING CODE. -3/B"0.1 I/a'CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLUNG SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH'VELOCITY HURRICANE ZONES(MIAMI-DADE -1/4"0xI 1 SOLID--INSET MANUFACTURED BY PONE POINT. INC. /BROWARO COUNTIES). _ -3/8'0 KWIK BOLT TZ MANUFACTURED 8Y HIM, INC. DESIGN KIND LOADS SHALL BE DETERMINED ti PER SECTION 1609 OF THE ABOVE MENTIONED CODE. -5/16"0 TAPCON MANUFACTURED BY MY BUILDEX, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE.SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL DE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. AND SHALL NOT EXCEED THE MAXIMUM (A.S D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 INTIM 16 k 2D THRU 26. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT IN ORDERTO-VERIFY-THE-ABMFIRST ECONDITION, Ut.l LOA DESIGN WTD LOADS DETERMINED PER•ASCE-7-IU - - - - GROUT FILLED OR - SHALL BE FIRST_REOUCED TO,A.S.D. DESIGN WIND LOADS BV MULTIPLYIhQ,THEM BY 0.6 IN_ORDER 70 ANCHOR SPACING 0 100% .EDGE DISTANCE 0 1007 CONCRETE :CONCRETE BLOCK -TO-COMPARE-.THESE-W%-MAX: (A.S:D)DESIGN P.RES$URE RATINGSy INDICATED=ON SHEETS-1'5 THRU_�.18;-k 20-THRU.-26. - --3/80■P,i/4'-CALK-IN 3 3/4' .4.1/2' - 1 I/4'_(3p00'psi)_ NOT-ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON MIS-P.E.D. AS TESTED.WERE NOT OVER STRESSED, 1/4 0x3/4',SOUD-SET 3' 3' 7/6'(3000 psi) NOT-.ALLOWED - A 33% INCREASE IN ALLOWABLE STRESSFORWIND LOADS WAS=USED IN HEIR ANALYSIS. FASTENERS- 3/8 0 KWIK BOLT TZ 9" 4' 2 1/2' (3000 psi) NOT ALLOWED _ SPACINGS.:TO-WOOD HAVE-BEEN DETERMINED.IN ACCORDANCE_WITH N.D.S. 2012.. - - - - 5/1:6`0 TAPCON XL __- -3.3/4" 3 1/8" - 2 1/4'.(2899 psi)- --_ NOT ALLOWED - NAUTILUS-ROLLING SHUTTER SYSTEM'S ADEQUACY'FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN.VERIFIED.IN - - -'' - - - ACCORDANCE WITH SECTION 1609:1;2 OF THE,ABOVE MENTIONED CODEAS AMERICAN TEST LAB;OF,SOUTH 10. ANCHORS REQUIRED:FOR MULLION CONNECTIONS.SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, - FLORIDA REPORT?( 1030.01-08-AS_PER ASTA%. E 1996-05, E11686 05'AND'E 330 ST.WDARUS;OUALIfYING' IOA I1: I.1A• (2. 12A. 13 & 13A, .• _ - - . INSTALLATIONS FOR WIND ZONES I; 2, 3 k 4, MISSILE TYPE D.'AND-ONLY'APPLICABLE TO BASIC PROTECTION INSTALLATIONS, AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND'8.3 OF ASTM E 1996 SEE SHEETS 19 & 20 -KWIK BOLT TZ:EXPANSION ANCHOR MANUFACTURED.BY HILTI, INC. - FOR-ADDITIONAL-LIMITAPONS, - "- _ __ -HUS-H SCREW ANCHOR.MANUFACTURED BY HILTI, INC. :. -WEDGE-BOLT-ANCHOR-MANUFACTURED BY POWER FASTENERS-INC - - --- - - - - -- - - - --- 3. ALL ALUMINUM EXTRUSIONS SHALL. BE 6063-1`6 ALLOY(UNLESS OTHERWISE NOFED). SEE SHEET ? MINIMUM EDGE DISTANCE ANO SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4. ALL SCREWS (EXCEPT END RETENI ION SCREW OC ) l0 BE STAINLESS STEEL 3D4 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER COIN EMBEDMENT 0 100: 50018.ALL S.D.S.ARE TEN SCREWS MANUFACTURED BY ITW BUILDEX & SHALL COMPLY'N/ FLORIDA BUILDING GROUT FILLED OR CODE SECTION 2411.3.3,4.- ANC41OR SPACING 0 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK 3/4.0 KWIK'BOLT TZ 27' - 9' 4 3/4' (3000 psi) NOT ALLOWED 5 BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 "i MINIMUM 1/2'0.KWIK BOLT TZ 22 1/2" 7 1/2' 3 1/4' (3000 PSI) NOT ALLOWED YIELD STRENGT71. '3/8.0 KWIK BOLT TZ 6" 4 3/8" 2" (3000 PSI) NOT ALLOWED A - 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS #6.095.225 AND p7,409,980. 3/8"0 NUS-H SCREW 4' 5' 2- (3000 PSI) NOT ALLOWED3/8'0 WEDGE-BOLT 4 1/2' 4 1/2" 2 1/2' (3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR U SIDE RAIL SHALL BE AS FOLLOWS: 1/2"0 HUS-1l E 1W OR ATDGE BOLT 6' 6' 3-(30DO PSI) N01 ALLOWED 5/8"0 HUS=H SOTEW Cl?AFDGE BOLT 7 1/2' 7 1/2" 2 1/2' (3000 PSI) F40T ALLOWED (A) TO EXISTING POURED CONCRETE: MIN. 3000 p.s.i. COMPRESSIVE STRENGTH. 11. THE INSTALLATION.CONTRACTOR IS TO SEAL/CAULK.ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16"o TAPCON XL ANCHORS AS MANUFACTURED 8Y.TW BUILDEX, INC. TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8"3 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC.. 12 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESOUNDNESS OF THE STRUCTURE WHERE PRODUCT 15 TO BE ATTACHED TO A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2'1/4'FOR 5/16'0 TAPCON XL ANCHORS & 2 1/2' FOR 3/8-0 KWIK BOLT 3 ANCHORS. NO EMBEDMENT INTO STUCCO SHALL BE' CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13. THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. 0.2) MINIMUM EDGE DISTANCE (E.UJ INTO POURED CONCRETE SHALL BE: 4' FOR 5/16'0 TAPCON XL ANCHORS & 5"FOR 3/8'0 KWIK BOLT 3 ANCHORS EDGE DISTANCE i5 BEYOND 14. UFTING MECHANISM NOT PART OF THIS APPROVAL ANY FINISH MATERIAL 15. (o) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SITE SPECIFIC PROJECT, ..e. WHERE THE SITE A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.D. ` THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (E) CONTRACTOR 70 BE RESPONSIBLE FOR THE.SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT, BASED ON THIS (B) 70 EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 P.E D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED OFI THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY 5/16'0 TAPCON %l. ANCHORS, AS MANUFAC7 UREU BY ITN DLIII DEX, LNG (<) THIS P.E.D. WILL DC CONSIDERED INVALID IF ALTERED BY ANY MEANS. B.1) MINIMUM EMBEDMENT OF 5/16.0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCP.c TE BLOCK UNIT SHALL BE 2 1/4". (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDAREGISTEREDENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 6.2) MINIMUM EDGE DISTANCE (ED:) OF 5/16.0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4'. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 9.3) IN CASE THAT PRECAST STONE. PRECAST CONCREIE OR BRICK PANELS. VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE'LOCA71ON AT PRODUCT IN ACCORDANCE WITH SECTION 1710-.8.3 OF SUCH PANELS. - -.FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL INC TO COMPLY WITH'SECTION 1710 8.2 OF THE FLORIDA'BUILOINC CODESIT . (C)ToERNNG WO D FRAME Y//G BUIILDI I9N.PRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G-0-46) OR ```alp tL+ u ,�.'{i�SNAL ON1,TB OSED OR DA FLORIDA BUILDING CODE (Non.11igh Velocity Hurnccne Zone) -5/16'0 TAPCON %L ANCHORS, AS MANUFACTURED 6Y 17W BUILDE%. INC. � C 2UIS TILTECO SNC clam,eY C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS. INTO THE WOOD FRAME UNIT SHALL BE 2 1/4-PHYSICAL �; '= N a u t iI'u S THREADED PENETRATION. x 2 . 140.44167 140.4d1R7_�;, Rollin Shutter System NO EMBEDMENT INTO FINISi: MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. *.' -. .. 9oa/Io/15 ;'tZISTINGMhENiN�RNOCOWPANY EXPERT SHUTTER SERVICES INC. PAT` C.2) MINIMUM EDGE DISTANCE (EAD.) OF TAPCON ANCHORS. TNTC WOOD SHALL BE 2 1/4' EDGE DISTANCE IS S-0, `�r�G(f T-- ! - 4LLITr BEYOND ANY FINISH MATERIAL. Z�9'.• J" Y" t: �P >os.v.¢.w. •. + tG26 S.w.Ri1,nJORE STREET Oa1D w.(x;Snii-mw ro..cxaei_Lie"� 15-071 m^.I'IIrccbeol coT. PORI ST.LI,CIE.FL 34911M1 C 3) w CASE THAT PRECAST FLOOR. STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS 6E FOUND ON ��0�(C�O'Fl .P..'c•,�� [B-o7ocTt9 °"o"T Ia7O)1�9-9G5G.1. p11)�t-�iyp DFAWINC No THC EXISTI WALL OR FLOOR, AtJCHORS SHAH 0E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND "}Y"i y7y-""�Tyar-�-- xnil[c A TILUt:, rE n SUCH PANELS. Et 'G•P P'�/A,r ��LJ, ,`r�,11E FL Lw10a lac 0<�ifiT a/,. 4 SHECI t Of iE 45 • !- �'v —yIs. I I 13( #4 i. ,..06 i t #7 I #8•1 II III #-9 -#10 s42r I( rc.) r i "4mri nr•J,: a.#2 szo.'- If erl_--a1w111141i1a1-1-1�1111-1I1.1-IL�.T :'I alU5l•I1pOW-t1L01vUJ W/o0IR T 1R9Wa' DETAII'A —fI-•[/.p 1"SgTA0NsEdSoSO• S�I"Ln�A,S LEJOG Rum - I I i I ! i : IR.Lie• I I I I IB269e•- °�>` � -a R- (D.•1 � I+21><s HE.0 r<o yF LD�rIaEADctall cN .` zit lSlo`I++[c 1,-at;.B tKCEaD star.,cFra•. f R,513'. I R,.99• 9,8iD' NI BW" �_ I� OPTION#1 fMONCUTHIM 3I `scR W sREcs OPTION 4'2 Gn vrawFA• C // 410HTSTARiESSSTEEI SCREW OFTAII.C „ r,la o-,P s oTa' _6e' CL8i0MEOFREE ANRCORROSOJ - '- ot ry COATNG SYSMA,ASILMM.nFFD L see ` '-�La. - I 1 t r' - I L _ I I _ I I j _ i I " i BY SUN BELT COATVa LIC ILSI 44 Fy-191.4 ffMST1V G-,K. L s rY.l _..1 +w DCT.B 'rJ•'((.U,>� I L Yij L. FN=196.0 k619E•SeE SrPf1IGtH a (AD AD SLATS 1. 's''- -:er- I CYR) - \bb . STARTER SLAT_ 8�BASE SLAT 6ff.1iG 4IR.1rNM A:IOY - - a 6061 T8 A!UNItNM ALLOY j- rSCALE' f-to - DETAIL B SCALE•a r 6T4BASE6mrJrAN.LOY Lf�=LJ _ SCALE?-- Q7— CALE+I."*1'.:— zx"- ' - -- --- - - - -- - -- - ---- - -- - -- - - - --- - - - =-- - ---- '-.o,:r-._•- _._.. ACETAL BUSHING... - - - —- -- - - - -- (IAiF.YJI OPTIONS I I AND ESI I w .� u a a (rrr) MNI:N[SPFfi it 8 " - IOENSRY-1Jgknl' ' pQ ,:>: _ao _ TENSILE MoomUS.4"T nR) - TENSHE STRESS AT YIELD 91 a 5W M,_+-_IM• _. >,7a- E2 BUILD-OUT TUBE FLEXUPAL NID=LIS�5ao I& 1*1ZODINDTCHEDWACT r 6060 T8 ALUTANIIM Al L OV 65 Um D L r - rl RETAINING SYSTEM:SCREW I BUSHING OO SIDE RAIL (E`r BUILD-OUT TUBE E1 BUILD-OUT TUBE ` scALE,c OOLST6 Pl US,INUr.I A!.LOY 4444 606.116 N u.w.Al to- GM3-T:ALUMNL11A ALLOY CALSCALE 1?,' CAlE'1?'•,' ,T:' T P: *MUS_ F t,• , T BE REVIENED BY SHUTTER j M,WUFACIU.RER TO X.LON FOR A MiN1NUN 4Mu•,_, •_ �-'---- ao0r--' -- o.='CLEARANCE RHIW+E POSRIOVS. IBUIVEEN SCREW HEAD AND CN,M IVALL'Al NON NU - - --, 2a>✓- ,Mn•- E3 BUILD-OUT TUBE 606>TG ALUMINUM ALL DY SIAIF Ir 1 1/4"0x314-ITW/BUILDER TEK SCREW l '0 CAP.BON 6TELL SMF z 5116'0 rrWIBUILDEX TAPCON XL ANCHOR CARTIOH STCEL SCALE 1? 1' 1 • 'I. Aa oA--- `K) STORM BAR 318.0 HILTI,INC.KWIK BOLT 3 ANCHOR aril TG AL UPINw,4I OY (F TRAPPED.ANGLE �G) 4x6 MULLION GU 4x8 MULLION CG1J2 4x7 MULLION a.RBoN STEN SCALE,?• F,De0 TGA1UTA.NUV AHOY 6E41-T6ALUAD}lVr.I ALLOY GMILi6ALUe1RNLfA1LOY ' bOxl 7.Eu?A_m YdlO`AVAV\4N111iTIL C/ �i GCALE,?-r ,Cat•? L 1r ]II 60LF 3AY=I' _ •••• �i FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zone) `� C 7015 TILrECO It+C N a u t i l U S Q,.•��GENSE •'•; �': nRAWN BY M, Rollin Shutter System 11LIEC O iNc. DA,L 9*'• TILL11 TESTING h ENGINEERING MOMRANY EXPERT SHUTTER SERVICES INC. COMPONENTS 6F 4f„ . ,.,L,,. o,, ..�. .STA ;•� ITw nJ,1a}1_,>,] rw-(,aLen-1,11 e„ IGZfi 5'N BILTMORi STREET IJ_()�I ��'0•• V. t1``4 *.R PORI SI LUCIE.F7 1.984 L Intoco00N Cam '��O'• �COrI`0 �•� LU-CO067,9 HK+.E.1!001,.6-40'.6.rAa ()»)tlll.pyp0 DRAWING N. G �� NA.'ER A I",a J- n,E FS'F,F f�T$ �v FiGRCA:,c j 4416) N'��.�r SNER 2 OT M I 13 r 2 if 5 01 12 4 1 .- _ _ _. 15 • _ 16 - - - - -- - - 1 SIDE/END CAP I 19 a 'a 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING FRONT&BOTTOM).040 THICK — _ --©— - --- +'-.- - -®_-- 4 SPRING BRACKET 5 SPRING ASSEMBLY -- - - - - - 4' Sp 6 60 MM OCTAGONAL AXLE ' _ !►_ .. 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) 9 ALUMINUM STARTER SLAT a.. o o . 10 ALUMINUM SLATS 1-10 ® 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR d 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS ® 15 HOUSING(BACK&TOP)FASTENERS s d 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS ®r 20 60MM OCTAGONAL DRIVE CROWN dpol 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END d 25 DER BRACKET WITH BEARING d BOX.& END CAP ASSEMBLY COMPONENTS t H+11111111rIh FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) a`,�r`�••••:••••�/' ''/�i C7015'in TECO 1i7 ers;.wN Dr. C N a u }l 0� G�.®IKc. Rolling Shutter System EXPERT SHUTTER SERVICES INC. D47 rlltl�TEST k CNGiNCCRING CONPAN'/ A e+.c/xnlni uw- �'rA(So ='iJ lFOR SW PII. .ri S1NER 15-07 I 3.6'', c-ma:c[b[e<o9ed cem FOR!Si IUCIC,rI ]a9Ca �.• STATE OF : w¢u tew)T a_uxc. n.(n2 an-csvo oA4wm,Ne [e-noos��, rvP,:,: 11 ' u a BOX +>Y/6 & Y/7V 9 ®REaa BOX O(r.P) V/9. 0 / TyREIAR �Y/6 & Y/7 T- END CAP --- END CAP— iI_ END CAP ✓ f�' END CAP i _S2 TS SLATS SLATS #2 _ SLATS 51A S -SLATS - - r-: — SLATS-. s5 -- _ TS is 0/8 8 s D,/$ SLATS 8 -- 0'/8 LATS iB S LA (D l SL ATS--- - `—�' (ly0 Lc yp Ea//. END) _.. . . i, SLATS — (TyF) (TyP.) ktD r --------- ---- RIA15 - SLATS STORM F3:•R SPPCIlJG �u� I�Y/6 & Y/7 (SEE S11FET 3j I{B1 �V/g' I� V/g II Y/6 & Y/7 NOL .� ;SCE :CH(CVw f':0�S•+CE1EFI S ,S a 201 TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS •, as - s[sc1l-Du�s on !rF NOV: SEE srlrErs z Sc s I-OR cor;FON tars NornENCL4TURE ts TYPICAL SINGLE UNIT ELEVATION -W/ STORM BARS iNOTE: SEE SHEETS 2 & 3 FOP. c. C041FOM1.EtQTs rJOM,tlCI ATIIRF Vis PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: A 1: S,+UIfLli HEIGI�T FOUR, OR LESS TI-AN !1-0"APRLICABLF TO N51AL'u'IIONS'h; /O STORM BARS, W;/ GTORM BARS (-F .CRM RARc 6 MU'LIONS W;• HEI(.,--S V!' TO II'-0- (a) CURTAIN SHALL STAr+T 1Y/ LI SLATS AI TOP, FOLLOWED B! (j2. +f3, THER,'rTER, Al THE WAY DC'n'N. EACH•SLAT N SHALL CONSIST OF VIN. FIVE (5) SV.'S OF THAT SLAT l'UV9EP. PROCFDURE FOR A001NG SLATS DOWMYARO BELOW it SLAT SHALL BE CONTINUED UNTIL IOTA- SI (UTTER FIEIGH: I rCIVPLrTrr, OUANTITr OF FINAL STAT N::VSEF INSTAI LEO B710RE Brut(,?., sl Ar r MAY WARY WIIt s+uTrER'S IEu:H! (0) BOTTOM SLAT 0rAIISI BE ALWAYS INSTALLED - 4Jt CASE 2: S141ITTLR HEIGr' (AF(;F0 TLAN 11'-0-A"PLICABLE TO INSTAI.LAT-ONS YJ/C STORM T L[II sli FLORIDA BUILDING CODE (Non mgr, Velocity Hurricane Zone) &',Ri :,S;Li 'h'%nP Yi/1 I.LV:LIONS Yi/ HE!Gr!TS J3iGEP. '•1.1f. !1' p- .(G �r�\� I I J7� I I�` `�``{. ..... �I�✓/�' C 1075 TMECO INC I V a U l I I L.T...7 D9f•R�`aY (a) Cllp!AIN SHAt I, START 'X' it SLATS Al TOP. FOLLOWS B,'.'p?. �2, T+-EkE6FTER, .1LI `` P�• •• THE WAr OCWN E,AC,i SLAT g S),ALL. COISISI DF VIN FIVE (5) SLATS DF THAT SLAT aS�;'r-��AEN.StO--S��'L Rollin Shutter S tem NLIJSFR -F.O=ECUR= OR 'CI r; SLATS OOWNNARU BELCW g' SLAT SHALL 9E ,t_ ---1. __ _ 9 _ YS G+/rnj,e n'T.ruFf) HNrL i+D i A p•D 'L EC®INc. SLA IS I.STA..LEFi .FTE. t0 SLAT IS INSTALIF ADCIt oI:L — � o•r[ SLATS tlusi RF usrD r,J on,r,EtE THc lain +L"TER I,EGI+r :—I�+ �' Hwr r[srlHc 6 �NGINECRINO courAHr EXPERT SHUTTER SERVICES INC. /;': c:ae,•acrn�sr.•. .wl,.wars.a v •k: * , ,� - r I62e 5 w, GLTNOf+C sTR[Cl efa�i-,:a. rT�:>en n,i r I�-U 7 1 n) Lloror.+ SL.t��IAuST BE A.'Wn,s INSInuLD k- ,I L•mecer o:,m owl s1 6. TL uvea A'• STATE OF r� Ln-oocenv '^a,4 (nJ)1 141-6.fAr V>=7 no,_Daae DRaW+wc No /-'•, �/ �. a.:.L rE'R;, .ILLI' n L n '��' Ls.�CflRti9 t:r �fL rLOR.DA LK 1 A:,c; or ze �'''n•aAJn.o,H,uLa� W..MUUION SPACING - (JW=1/10 OR W(sEE SE -2/11 OR J) O r 014 s rE s 24.25&zs) �Or rIOr W-3/12 OR W-4/13 Cor l W.y_1/10 OR W-2/11 OR Vo. $i�N BpR$PNor MULLION SPACING (@7�YPREAR OX N",R - (SLE SCHEMME V/9 QW 3/12 OR W-4/13 22jor or ) l - ON SSIETS 24, 25 & 26) 'END CAP , B0X ti 1 END CAP 1 i t i - �1 SLAT, f _ SLATS -SLATS 1 ¢2. ___1_SLATS SLATS N Z ¢3 a S Z N Sl AT VS ._ -+ SLATS I O N L•1� - ¢5 I FLATS SLATS T 0/8 Q�8^ —— -- P6 Q 8 0 8'— SLATS Ji O O w / L_____ _ SIATS OADW SLAT_. i 1 2, ` - _-— _ d] an (TyP-) R t8- R B o� ><� (Tyr) _ _ R/8 -R/8 _stirs u ' - Or I _ of ¢Ia f U .-in 1 or/ or ¢ —R/8 -Rr/8 - SLAT- - ^ — _ R' 8 R/B SLATS - -- ._— —CD) I -- - _ -- - .-_ or - (7YP- Ea. L.NDj R'/8 R/89 R/8 s ATS R/8 -R/8 ' - s Ts or or — or or R/8 i R'/8 R'/8 1 SLATS + I - ---I. - - SLATS �) W=1/10 OR W-2/11 OR I B MAX STORM DAR SPAC416 � i W-3/12.ORW-4/13 \_l SEE SHEET 2:1 _ R� 'W-1/10 OR W-2/11 uG CB) Ill 0q I 2 - W lr" 9 ,P) � / 4/13 / (TET) Mox ;LAT SPAN Mas S'JQ SPAN bm. SLAT SPA'i _ Mae SLAT _ _ Mox. StS-T SF'.N � bot SWI 5?A; _ _ _ -(SEE SCHEDULES ON (SEE SCHEDULES 014 (SEE SCHEDULES 0'4 SCHEDULES SHEET 15) SHEETS 15 & 16) SHEET 5 (SEEHE-1 0'I (SEE SCHEDULES UN (SI[ SCHEDULES GN ' ) SHEET 15} SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & M/0 STORM BARS W/ MULLION & / STORM BARS NOTE. SEF SHEETS 2 & 3 FOR COMrONENTS NOMENCLA-URE. Iv01'F. SE? SHE.FTS 2 & 3 FOQ COMPOOFPITS NOk1FracIATURE: NP PROCEDURE FOR SLAT INSTALLATION GIVENS I:1S A SHUTTER HEIGHT: * A 1: SHOJI-ER rEiGHi EOE.A: OR LESS T"AN :I'-C" PF•PL:.AELE TU IN5TA-IAT-ONS V,jV STO�FJ HARS. Wj SIORIJ EA-S OP 'N/ SLORM 13AR5'& MULLIGN'- W/ HE,G-1T5 UP TG'i l'-()- (a) CORIA% SHA_L START N/ ¢1 SLATS AT TOP, FOLLOWED BY q2, ¢3, TMF.REAr ER ALL ;-AL VA' DOWN [A(,14 SLAT .# SHATI CONSIST Of FIVF (5) SLM1 OI THAT SLAT NUTABER PPOCEDURL fDR ADD•_ITG SLATS DOEL OW EOW p'1 SLAT SHALL BE CONTRUIL UNTIL TOTAL SHUTTER 1•'EIG•fi'is CIAFL CRCD OUANTIT/ Or rINA1. SLAT N(iMP17P INSTALLED BEF'O4EBOTTOM SLAT OI.w VARY 'ew i J-TER'S HE',Hi ,`1r1111111A111 T';////r„/ (b) D:'.TTpI.I SLAT fO.' .UiI Bi, AL'WAI$ INSTAL.LF D �p VAa_ITII� 4 FLORIDA BUILDING CODE (Non high Velocity Hurricane 'lone) *# ?`� ••• WEN : '•� C 8115'MECO RI. Nautilus VM DIiAA�, CASE 2: SHUT'ER HF.;GH7 LARGER THAT; 11' p”aPPUC%-HLE TO INSTALLATION ,v/u SrOFr� EAP ArtO '.v/ � �, r5C � rqL MULLIONS N/ i-EIGHIS LARGER THAN '1•-D' � � •^ rr Rolling Shutter System (a) CURTAIN SHALL 5TA.R1 W/ ¢1 SLATS AT TO'. FGL:O'AEr. Br ¢2• 93 :-ILR_AFTLR ALL IML VIA' � IL 6 C O INC. � DArE COtr,; CATH --LAT ¢ :HALL CONSIST 0' ME (5; SLATS OF THA; Si11 NUMBLF: PROCLDLRE I OR ��7 -;2 a '*� nu.IT TESTING& LNCINI..E—G COMPANY EXPERT SHUTTER SERVICES INC. t•UGIN; jlld.S DCWnWAR, BLLr'N¢I SLAT S-IALL BE COIULNUt UNTIL aIC $:AT I<!\$TALI EG aRFR �O•• STATE OF .'�� t`w.'%'ixi:m;-•,w'Mi """•`•.'; 1626 S'A' 81TMOPt STREET "tae:.1.11-11 I i-r l/7 M i•:i SLAT IS INSIA'_LEJ, ADDITIONAL 0.10 SWiS MUS' BE USED rU �.UIlPI Ei`. THE IOTA:.JHUIILI'. �• '•�/` e�m11 tllfecc6c�e�m PCPT Si LUCIt,Il la7E1 nGF'T F[ORIOP `� cD-co067%9 nor¢.TIrc1 119-9054. r (M)m1_r,,,- DaAw Nc Nu M1F;IEP A PLI.:T Jr F C (D) E-W:011 '•J•IUMIJSI BL kNA- I,SIALLLCI fir.,-;�c�®L.:R �.��'+�, rLOI+Vi>Lc P Aa1�T _ SNLLI Dr i6 111111111111 - - ' 5/16-0 TAPCONS ZL A/ PouRED - 5/16`0 W-CON5 XL wJ 2 1/4- IA, 1'i i'.t J6-OR 2%2" I/8" . 7 I/ 1.11,1 CA! AEtJ1 CONCRETEl E'dBEDMENT G I"DD..0060`OALV AIUMINUM TUBE I/C00/A'IIW BUILDE% ILK SCRCRS 1- G O D.0 060'0-GALv REO'U STEEL r'b15HEk SI 24' c.c 1vJ I"O.D..O C60" CAI V%J.'IZCD STEEL STEEL WASt!ER u' 2+"o c I 1 ' 'r' 5/16"x TAPCONS xL WJ - WASHER 19 2A' I Jn`Mln. EMBCDMEN7 - I Cg 24' c.c UDOUIIPCEhDLILCObFILLVCEK7F �' POURED CONORCEOR GRUU1 !TILED OR GROUTPILLED �rp CfjLL R LO BLOCK h WALL RCOUlarO :J:.LI REQUIaEO. '.� f` i - - - - - f r �j OPEYL•:L - - -- EDGF OF c M j t � oPErne:e - 1 CM) Easunr r ___E,TISTIUG M A7S �rl CLASS .LAc- _ - _ _ _ vrvM ^, JOI .L (I7T�CIlT11 rjy \ J ,FF'•r!,,DJ- I( t n I SEE AtJG1UR I`I -t:W Ir __ '�?,- SEE ANCHOR 6� rH SCHEDULES ON 1. m;r, SEF nNCHOP - .- f F) v FVULES ON 1 Su F!EETS 16, 17 17 SCHEDUtrS ON �' ir' k 18 k IB �l `o STILETS 16, 17 (j '-- - r.!., SEPARA rIU'd w \ \._ > IV ULl�SS MITI SEPARATION .! _ :!n SEPARATION `C E W '0 GVSS 1 `'I (SEE SC^.EDULES, _ -. �.r E)CCI).�bR - C;� "�' TO GLASS O!!SREEI 1S - I <In (SEE SCHF CLLES, D(TERIOR N N ;SE_E SCHEDULES, EXTERIOR 3 j ._ Otl SHEET 15) ON SHEET 15; CD `E GR iE3J i.: 1'_ 0/8 _,' ` 0/8 0/8 /' 0/8 0/8 fl �'. 0/8 VoIRCV CONCPE - O.R GFtCI.JT FIL I.ED OR RLDGRO COFILL E6 Il Co -TE DL.oCn OR GROUT irLLEtJ 11'r.-L ?EOIJIFEfJ -' �" OF CR01-11 F!'LL.0 L'Jt,C-.EIE 51-0CY. - - t ' WAL. NLCUIRED 1--- ED;L O3 f'? OPEuuar I - En JF ' —r_� I t I/l'1 ,2 C. ".CrJ:T AL;!I ,• KIl EG ' E7 r...G.E fYJ 5,16 ,A�rpl4 ><L I" - C 2've`..0 OE:r CIINr SJ16`x IAtNS >.t YJ1 2 Ev.(:EUMEV: ;} _-1' o,. -- PC(1RL0 COr:CR,=Tf yi ld'c iAPCONS ;L W/ +GLC 2 t/." V� '..IdBL'J`•rG"II !'c-1 Ln. V, 2 1/,- L FLOOR/CEILING/TRAPPED MOUNTING C i4' o c WALL MOUNTING BUILD-OUT MOUNTING. SECTIONS Y701y"111111 ,,,,, FLORIDA BUILDING CODE (Nan ItTgh Vci.6ty Butric... zone) INSTALLATION DETAILS ON EXISTING POURED ;='�P' ��'EN$�L '.: -'-y' canis TUTrrc * Nautilus DR- - F.R.L. `'� •' H.� ;S1=c .. i Rolling Shutter System CONCRETE OR GROUT FILLED CELL CONCRETE _* -__-T _/ _;�__ IL ECO.,.' DA„ BLOCK BUILDINGS `�TA1 E YJ, /` _ T'Lu1 ¢STING x ENGIN-RING C0 Wifjy EXPERT SHUTTER SERVICES INC. �', �Xv r •.:o.:w-sn ru. I 16:6 SW 61LiMURt STf •4,r: UOLMj-%-Isw .�..OmjeTi'Ii, Pf RI it LUCIE.1'l Sa96t I� (J7 SCALE '•11 h ' ' -y�0'• F( RIOP •'�`��` --mn` I�I,ec.•D3N c4., (6M))!3-335L M ITN:)811-03Y. DR6rriltlL N O I<-003f/14 ` Y,rJ rLt illi J' P,L ly, �ly Pl E ncr.pA L,S �J 'sr s�[rr Ei<ISTIYG WGOD—_ EXISTING'ACOU - /lt-C TAPCO`:S rl W/ S/16'e TAaCONS%L W/ TRUSSES OR RAFTER TRUSSES OR RAFTER i 2 1/2'%Cn. PENETRA,ION �f2 1/7'Min FFNETRATION 1".i'.I/B'OR !'1/i"G.J/4'ITW BIIILLE% 1"a i'vl 8-OR 1 �,1/i er5/4'ITW BULDEX h 1"00.0 060'CAL k r O 0.0.060'GA_J. ! IEn SCREWS W / E%ISiIhG WC4C r Ex WOOD 2 1/N"-- ! / STECL WASHER a;4"oc STEEL 1YA5HER O 2<'R< 1 0D. 2 2`.f/6' TE SCREWS W 1au55r5 OR RARER ! -TRUSSES OR R F'i1R A,UMNUM TUBE 1 0060'GALVANIZED I I 7 00.0060•GALVANIZED 1' TCEL N'ASIIER q 74'o c ALUMINUM?UDC ` - - 5/16•^TA-CONS XI �- .!_,-,_ - CONS%. STECE WASHER 2a'o c w/ 2 1/Z-I., 'AT' _ I _ _ PENETRATION _ -- -i _ O 'a• R _ PEYETRATON - - ... G 2A'o c (2) 2 O () 4 OR - HEaDCR' ; E`•' ' I _ '\i 1 II (2.)G2.C4O' II 602t" OWOOD HEADER REQUIRED REWRED 2WODD CO",�ltn"..I ."_O 'YT/"`+�•Y�E_:I I)I _ • .-'- R*-DUKEE) t R. UO COIRETT EDGE CF \I {�' --- M I FD.E.cr.'' -�` i1\ I Y'i(I°` �.:�M) I i ... -Fnf a. \\y "�a �,1 L r - —® r - EEIc os ' )'.�, \,I .P,Y4., 1 I \r I OPF rIINC� 1 OPE V f- DPCM1! l'`t 1 1 �g - (�) ! 1 1 7 _. D _ w ___ GLASSG `k Stl _ 1 _ _ Daum3 (01"OND) I \ � :l/JS � � ,I � D(IEROA •) I; �( (A) I II f (B'10r D) (8cY4NU) E n _ y7•.voa i u _ J r (E�2oR � -'I� —` (f1J,� oRf3)_, f21 _'.A' 1 1 . SEaalW (2) '.4'DR0eT [)J[1 1. } 10 GIAS> jj�i ,7 \1 (.[f S'H%F Cv ) ,yam$fOD 1 __ - TO GLtS6 1 IJ LLASSSTUD 1, 1 1 }p 4 HOOD STU,O p s �� fan]01 _ `t l.. > d 16 OC I, ).1 isrE SC•IFAaE rN - PCOJP[O .. ` av > MAX ///"'1 SNE:T:OJ z VA%6RCO0.UIFEG � ("R-m��rt. (SEE SHELT SEE ANC•10ts _ ,T, (SEE SHEET 20J I r Q:HFOULE 1aI L ARAr O'J ] _� SCC 5'QC/ 2DJ 013 51E I 21 C 41 ('r[r s'lmai rr. _. N p m I �CC z.1 m 0/8 0/8 0/9 1 0/8 S . (2)C•.f`UK SEC AIIGIOF.S C II I SEE A:Cr!UR I I ��" NY. aSy j ! i (2)2•.6' •.I t(1I SCHEDULE III I SCEiDULE EDGE GI CONT.WOOD . `1 CN SHrET 21 EDGE F �7 DI 71 �p} OPENING SWD G 15' ' 1 0 kw , N OrEI rl. 1 r C) REQUIRED C-- 1 1/2',! ,•�.0 OE2- (SEE S IEFT �aI E 0 a U 062'.:Om•. 1 I SC ECLR BURS L�.j, .CONT 4.W �JCdC 20) ' OL . E J AI JI 1.71E 1. I Or!SHEEI 21 AN r 1 ola 2- I �E NC FATIU�.a N/ ' 1/7•V�c F wµL v a c ; ' PF';ETR'T,OI. 7'.t UN 2'+C '!191 2'r4'OR 2'•6- x41 FIl$11 2•.y nR -•,o n41 FIN4H u 24' 0�8 I CONr WCD: rR15TI 1GCD CONT wow 1. E CGNI WOOD 0 2.6 , .w'N'wuJU i'tAit I UO FLA"F a ) ' c.:;[NI;110(70 DOI'calf 1 E.f STfiJG'r�OGO CJ WCAP !.-). RFG.IaEI DECK 4P [I _DEC,,Ca EOTIUN.l Arl' IP+ DECK OR CONCR_IL c1 q RE4U'RCG I CE CR REQUIREU L WNCRRE �,aB ('Li L'SHEF' 2U: kr OUIR!U (SCC'HICT.20) �: n CO G'(rL 5'.:-0 (SFF c.FEi F'1 1�ONCP.E'C SL:E• Roo. - j�ffrU_IR- - - F :� e.J,FeO - EC'J'RED (.C\ SiCR 20) \B - EUGC. WALL.MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILDOUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ApU11114F4E FLORIDA BUILDING CODE (Non High Velodty liurriGane ZOnn) (20:5 1ILTECO INC 1 I a I OF N FR.L ILr-p -1� Rolling Shutter System ;,�/• EC O INc. �EDA[L y l( G/f ;*' ntl.Il TESTING h ENGINCERING.GOMPANY EXPERT SHUTTER SERVICES INC. - //// 1626 SV; DILTMC'RE STREET * lfac'.11ini�liic'mCr.Al�wRa.;.r.J aa•E[ PORI 51 LVL:IE.IL Jayga t�F.e<[pael.om z A'• STATE OF ,B-nnro, exT 1 s-uas..F.. rY 7177 a 1_YY7 DRAWING Na V .'C r Mm ED POURED CONCRETE ^� � � EO.__.__.._...._� - —__..u• CD_ ____.._ OR GROUT FILLED '"F (DD,0i �OR(,I 1 HOUREU �OR (� RAu„ED COrlCRETE BLOCK 01 COVCRE�E OR I NouRED ` OR (� I - -- (SEE SCHEDULES ON (SEE SCHEDULES Ov ! GR - (SEE SCHEDULES UH CD,CRETE DR_ C OR J - COr:CRE E OR OW RLt ED SIIEEI$ 17& 18 SHEETs 17&-18 '\G CO„CREIE FLOCK SHEETS 17& lA •I' GROUT FILLED •CK� (SEE SCHEDULES ON',,. GROUT FILLED- ) ) _ ) $HECT$ 17& LEI) CONCRETE t CUNCHf:iE 6LOCK •\� 0-OCK 750' C. -2 S4B'--•-- S 411' A E E A C?ORE3OA q - - 8 OR 1/a`sup f I/t_. ,/.• D,14- co D'e'o.c. 1f2. 1/< I fl ort 1fe'sur �� D) t 4'o c FLUSH MOUNT (WALL) _ GR va sup - _ I/' J/4' CD i SECTION W/ STORM BARS TRAPPED MOUNT oR fa suR ' suiLD-our MOUNT -SECTION P!--P -(PLAN, BUILD—OUT MOUNT SECTIONS 0-0'(PLAN) _INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SEAS - - - - 11 II ,Cq)OR� t.�OR�v ( I - (F� � `H• •(A / OR+/a'uR ,f• ;7: ;,< �i _ -- SECTION Q'—Q' (PLAN) OR ,,a•suR o1 ,/a`SLG' 1%2-.1/4. v?•: : ,/T:7j<• 1/2, ORIENTATION #1 �I OR ,/a'sur oa I/e, _,(b� \p�;'ou I/ su o„ 1/B-sup�p) WALL MOUNT END MULLION SECTION Q—Q (PLAN) SECTION Q—Q (PLAN) SECTION. R—R (PLAN) SECTION R'-R' (PLAN) ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION.#2 * 6, WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION F_] INSTALLATION DETAILS INTO MULLIONS G, G1, G2 <• C,R j u� ,,N' s r ;:a: SU- i D) rU (SEF. -4u! TJ) ro-_r._ (SEE SG,rDULE * i 0>: SHEPr 71) 11LTC;21-L',?Ib(I'i 1CJ�H). /, 1G� LJ $,E S.HEi.ULE � 0•-2J•S q.. S._, �.,� ca Slr;l21) "I V7:n'D -,Fr ' G SECTION 0'—Q' (PLAN) _ FCR iFtlS CG`aJFC110h, u,v oD `= ':_ ”' ORIENTATION R WALL MOUNT2 D END & INTERIOR MULLION CE2)ca(E3,, oR a.TI D1 R Q/j✓•mac FLORIDA BUILDING cooE No„ High valoc;i Ilurroan< zoR�) C /B-sip / -`, to 4'n c —_ ... . CR /d•SL FLUSH MOUNT (WALL) (A� e = E lou nLTCCD Hr. DNAW1 Hr BUILD—OUT MOUNT o '• N0.44167 .'. N Q La t i l u S i.R.l. # Rollin Shutter System r .. 9 _ YS ntDME '� ECOINC. oAa SECTIONS 0'-0' (PLAN) -J". ��T f i�� „u1T TESTING a ENCI„Ewm„c gawp.„. EXPERT SHUTTER SERVICES INC. �/J• FID ••��`� 5,fia�'(zvja 15M-�Io�'4lw eM�s1:” 1626 S'N 914TMORE 5MECT i� ,C••••, �� a-m..h IiHrc Miucl rc•n "',RI SI LUCIL,IL 24984 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS F 1 V , ED. ,49-0055 IM (A7)B,-0Y5o DRAWING Na JCN.E 1/1'- � '' �• �/O. � W:�.CCR A00017,9 F E �Mynls'AjIUC'�D/,?F FL.7F'CA uT f 4416'/ SHECI B or 26 4 1/2" rein C D---1 �" - Ii?" Min E D — FOR S%8'c CA CK:IN"NCII I (4) 3/6-0 CALK.-IN ANCHORS OR 3" !.tin E U - -- -3" %1m E D -- FOP. 1/4.0 SOUO-SET ANCHORS (4) 1/4b SOLID-SET ANCHORS OR 4" Min. E 0. - ----4" Mln. E D:- =-FOR 3/8'0 KATX 800-TZ EXPANSION ANCHORS (4) 318'r KWY.8C I TZ EXPANSION ANCHCRS 05 (4) ANCHURS0 PER 3 I B" M,n. E.D. (4) 5,/16"0 IAPCON XI ANCHORS STORM BAR CONNECTION. / r- 3 I/8" Min E 0 -- FOR 5/16"0 IAPCON XL ANCHORS -1`r--3"--,I' EDGE OF SI:.B EDGE: CF SLAB 5/16"0 rAPCONS XL W; - ' _ SEE TABLE 2 ON SHEET 23 IF AGPIICABIE- SIF kPPUCA&E 2 I/4'6fn EMBEDMENT _- 1^� I (iyp. TOP RT BOTTOM) 8 1-O.D.0060'GALV . STEEL WASi1ER C 24-o< / ) EXTERIOR POURED CONCRETE-' .2. O. Gl __. _ ,- - I O IR D COUC:RUE 4 I _ (- 2 2`zl/ti"ztl D' (6063-i6 ALLOY) (!c-3 K!0 S' ruin. a 1-_�_. (1 C 3 Ksi) min 1 ( )� - - - ,. ALUMINUM:ANGLE EA. SIDE Vv/ THICK REOUIRFD ( 1 a hti� -5/16-e rnPcora x: NICK REQUIRED \ i ,r .I` 2' O 0. --(2) 1/4"0-.14 3/9-.:ITW uIL DE'X TEK - ., I - / - •y W/-2`1/4' MT .II - - �.- SCREV,'S TO STORM-BAR. LUBEWADIT & ✓:///i i // lY,/ /// ^— _ --- (1yG. rOP k FOITOTA -011 0 OGO- STVEL WASHER 'G -I- _ - _ - - - Box 1I _ CN W!'c[pEW'IL1 EY_EDDED I1410-CH-cR 1 r. -- ( — Kl - ' YHND ZONC 1-E t 7� DETAIL A M,n FDR I F'i I, t SFE St(:P 3 ON SHEET 14 FOR S-ECIAt 1/4. 0-20 OR 3/t' 0 16 MACHINE 5CRCW`.USED.OINTLr WY :NNU LOYi - (' `( TREATNENI FOR 'l/R4D ZONES I THRU 3 .. `- - - 114'0 . 3/4'SOt,ID-$C" OR 3/P.-C . 1 1/4' CALH-LN ANCHORS 4 w : Ver, ;OR RESPECTIVELY SHALL,BE lEF I iOGE',IER A/ ANCHORS AT THE TIME r. PGND i CNE - �i n I_r t Pi STORM PARS FRC' RF.uOVCD (SEE DFT A) ¢T W, EXTERIOR SEPARATICIN TO (2) ANCHOR* PER GLA$S :-1, r h I D) (SCE Scin.u_CS ON I l A) n e" !Min FUR ( f- �) ,SCERMTABLEA 3 ONNCCT SHEET 25 °1 SHEETS 15 & 16i Ii S WFID ZONE S 4 I BEYOND (Typ TOP & BOTTOM) I\ EXTERIOR x Min ' 2) 3;a'o cu<.IN w+cHDRS 'DR 3G 1, (21 1;4'0 SOLID-SEI AhC1hC)R$ UR u1 - , 5 w SC--DATION IO GLiSS [ t/) =i9"o Y'A,i1 B;11I t Cy PAY SIOiI ,__ (D) ;SEE SCti-D LFS O`I ;- (A) ANCHOr,S OR \ BEYOND S!+eET; t5 s ts] ; 5/'6b IAN;D% xi Ar.nlnl:`. l..i- ` Er:,S11NG _ _CLASSK) EXTERIOR EXISTING-- _ _-- - �..� ., ALLJYI CLAS: S - /u. S1 2• 0 ((.1 I,/.IN61,4 ANGI F E A-SIDE wD_t !_ rq� i7F/BO"Cul `' (T Ir' iCo t?OIIOV; 775-7- SCREWS TO Sr ORT.' Ff.P.(F T,• -Ur 1X 81,111GM1 © I P --- r' S S SECTION S1 S1 (�r IC-°/Rma!�L ��Ilr• IaP(snnoM) E I t :I 7Hu✓ PO O FO11'5RU6iYAF•,COrY AWvM/iCi I/4-W, LM3FDuGN' 2 I/c' Mm EMBEOVENT G 24' oc P:UFE.D CC�i:F; Eo6E c CLUB _EDIE c: SLAG WALL MOUNTING i APPU('Ai LC n:° 114:C1-CoLAPPUC/B!E \\\\\\\I:k Til pIMMMHl Mr'' FLORIDA BUILDING CODE (Non gq Velocity llurricone Zone) -I/2.. Min E D ._ < I/7" V,,, r.U --.•TOP. 3/8'. CAIK-IN ASCHORS �JQVA ' .EN..�C.✓,p% C 2117 uITEc.n NC N Q u��I u S 1 M ri C D 3' N1 TI E D — i OP 4 0 OEM-SET AN HGR�� •� S y raAWN Pr C I- 4' e n E E- -- TOR_'6 K%1.B01 rt P NSO%ANCIORS `� s B Rolling YS Shutter System R L IL E C® Ildc. � c•o..il. 34'1"9 U11- E 1) -- -- ' 1/b- r/.. I`.. __ '1'RS/11 ,- f•Anzl A,C,•OR1 _ ❑ TILL,, TESTING 8 CNGINEERING CO—AN. EXPERT SHUTTER SERVICES INC. - �� I S�. .ias.vcp.• .s, 1626 J'W H,IIMnRF. STPEEI FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR (KK) o. S1. E OF :�; °m;"-° ^ oas111-'�T"" D15 ANINGO/u SECTIONS V ooaoc,°Ic°T =oRT 4 0.1 179)6 _�� 1 ne10P Lia.�- [9-011E 11v I (ewl,s-vc:e.Iw. U:a)en.or.,n SCALE,3/16'- •'Sv:v?I VYT��Y. oriL+IL I ar 16.' - s2n 9 or r��1111111111111111\ 9' M,n E D. -I- 9' Mln E D-- -----FOR (1) S/a'c+ KWIK BOLT TZ EXPANSION i ANCHORS 0 END AND INTERIOR MULLIONS i 1 1/2" - ,_ 3 -._1 1/2" (ORIENTATION gI} AND END I _ MULLIONS©f[ 111 (CRIENTATION p2) 3 FOR (2) 3/4-x KWK BOLT iZ EXPANSION rk 1 �~ -i H, 3.. --- - 9" Min E C - 1 - 9' Mn ED --4- ANCHORS 8 INTERIOR MULLION© (ORIENTATION ,#2) I DGE Of SLAB I r i EDGE Of SLA5 EXTERIOR D-7 II IF 4^PL ABLE ,F APPLICABLE 3%J' 1/2',0'-6' EXTERIOR 77 6 (6061 TG AL,Of) a' A.h .._(o0a1 6ALLO, 'Alam; %Jum ANGLE LA �+U_-iY/N1r t�\\\ . ----- s s 1 ?'=0 n I t2},1aPOLRFD C•ONCPE7E 17 ..�. _. _ _ ! S. •. _ _ANCLi '6, SIUt W/ (2) _ �O, /4'0 � {I'c 3 ks Alin.) 3" -O + .� 3/4-.0 THRiJ BOLTS 10 L 1 1/2• EXPANSION ANCHOR 'Z I (2 i' M . INICh RECD I, MULLION C)b I) S 4"m I - / © , _ - 'rt/ 6" I-It, EMEItGVENTI r 11--rn KWIK BOLT TZ EXPANSOOr. 7 I/i' l 10 POURED.CONCRETE t E0. ANCHOR.Y'/ 6 :!(n. 1TyP, TOP :: BOTTOM)FIM ` I ©OBI(AUENT TO "OURED .(. I y COPJCRP;TE'(1w P. TOP f, EXvSTIN?3 - c1Ass -XSECTION X11 W/n * ALTERNATIVE SECTION X1-X1 W/(G)* o' CR /I (E.ND & INTERIOR MULLION) END & IN�TER=AOR MULLION) I` W ORIENTATION 1� (R'i ORIENiAT10N i (6%4..i (4"y6") 5'.3',1/2',0._2.. ~ 1 1/2" 11/2.• V5 (60111-16 ALLO1) 2.. - -- - -�I z EXTERIOR Num /,NLlLl EA ;AUL W/ { i (2) 3/4.0 T,IRU BOLTS p IG MULLION(GI' k ((OOH C rOQ . v -- - (1) 3/a'a KVIIK BOLT TZ 1 ��, T-t f-_ Y %PAN S!ON ANCHOR 1 (` Q/8 OF .-. •.\ Q/8 OF P7,/ 6- 66n. EM9EDMENT TC I• J -T-- POURED CONCRET_- (TYp. cw R/8 of R/8 or TOP r eorom) I ' a` EXTERIOR I I ;1. EXTERIOR �x R'/8 R'/8 z• EXTERIOR , J� xi i l r1i' TUP/F.Onral, xi u t t/Y ,",j",;7,'•xU'-b- (coGt ALI OY) 3',3-n i2',p'-c" (6061-T6 ALLOY) (T,- MP/eOtTOq I _ Num. ANGLE Est SIDE W/ i2) 3i a'c Alum -N?JnLE EA SIDE rr: 11) LU - LU 1/2 Niru 6CL75 7") MULLION ;1} (1) 1 JRJ BOLTS TO MULLION t:-I, & ;:•) 1 - 3ia-u Y.1Y:r ROIT '"c Ex PA1;ION 3iA: K7J;N 0:)I T T7 EXPANSION •:NCH+,R 1J/ E Mr EYNEDMEN' Tlt A7:C AVM Y/ G- Mn FM[F:W;Nl IL 1 °OpP U �_CNCRE.TE (lyo lot A F'OUREE, 00tJCRETE liYV o' & { , SECTION X1-X1 W/ * 5orna} BOT OM) P' 1 11 - ;t'c - 3 ksi V,n) _ END -MULLION ONLY. I______ (END & INTERIOR MULLION) ) (_NTERIOR MULLIOTJ-ONLY) (1'i ORIFNTATION-k_1 cDGE t AB ) ALTERNATIVES.SECTION X1-X1 W/�* 1=APPuctelE TZ - PANSr6Ir: - �' 1Fn F.D - - 9' :' E:.0 _--.-At:^,•tSrRS cD 1NTfR'r:r !.tUWOPo`::J' I (OPIEI:TATION ,q?) ° SIDE RAIL�D'AND BOX NOT SHOWN FOR CLARITY] -- - 9- Min E U -J- 9' Aha. E 0- - --I--FOR (1) 3/4-0 KWV BOLT TZ E1'i':J1S1011 ---��1�C11tuw�u��pif w'_ _ _._...---_. ANCIIOPS O END AND iNTER,P MULLIONS �� p'Ti'��/ �� J FLORIDA BUILDWG CODE (Non.Iligh Velocity E1,6c°ne Zone) GAS (Oa,ENTlTIG-N I L p2) AND .�� •ice c curs nuLro�Nc. :,NanN END MULLION CJ (oR!ENraro:: d2t Q'r•'�GEN SF N cu ti l us F.R.J. FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS(G)OR 611 � ,��.gg1.)7 *n o Rolling Shutter System wi:c/1; SECTIONS W-1 DATE •�= TICCIT TESTHG b CND�HCE.RING C°YPANY EXPERT SHUTTER SERVICES INC. �!_ c�P �4';]fij]ii',.]a:•+c w1 ni.�,T' 1624 S:N. S17C'O-E STRCCT END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* ' A''� P �``,.� R�.na.,1 51 LUCIA.,L , 07' 9' FLOET�� 'CEe D n6T•9 ✓bL teal s-axc.w ra+ - DRAWING Ha H^iN:F a T.Llli -L X04"L^l2./ +.,E1 SC'nLE ;9' = 1' F�:V6'.�i;CT��tF `'\1P� sHLET :D OF 21, - ErunlnE EDGE IT A`PL,CABLE - 2",MULLION DEPTH.1/8" Cont ' • • \ ALUM, TUBE (TOP & 801101.1) w/ 114.0.314" ITIV BJILDEx TEK SCREWS • 11 blla b TAPCONS XL W/ 2 I/4" '7 3/4' - Yr'/ 7"O.D.D 060•GALVANIZED STEEI: MIN E.D. 2 '1a' t"•LI^ EMBEDMENT C 24" c.c. WASHER C 24"c.c. Mac. E.D EDGE Ir APPLICABLE- - 1 _. A EDGE I U NILR.ir c L.o Mn .+ }.. —�." 2 < ' 1 F' T'f'UCABIF _ 'CONTINUOUS PO RED• �k _ I - "7 3/< .th,. F D �. _. 8 Gin TMCK' REO D. - .. _ j ---^ .:. C _ y.. j _ 7 3/1" - I'T ---- I _END CAP Y I � .! I ai .: ------ - - - - FI)URE.D cDNCF,'L FE_ t U •EO --EO - I--DUIiL I CONCFit It 8" 'Mm MICK REC D D(iERIOfl 4.. (t'c - 3 61m j - F 66 EXTERIOR S' Llin. THICK REc.D. 3, EXTERIOR IF CG 7 3/4" IFn FC -1/ Q/8 Or 0/8 or 7 /Y M.,, E D J r _ —_ ' I .9.44•a]/8• R/8 or R/8 or 4,<.,;a 160bI-16AliD'( ("'061.16.11 LOY) W/8 " R'/8 - - - Alum. ANGLE CA. SIDE. EDGE IF APnLICABIF Alum ANGLE EA. SIDE --- EDGE IF APPLICABLE Q1 LL '.CUN'EU SH07:N, MAY BE '52 `"'`''" �L"1 Al p INSIA LED TRAPPED MOUNTED SECTION X2-X2 W/n OR (Gy* ALTERNATIVE SECTION X2-X2 W/n OR �G�* J T c Ass PE° SECTIM R'- Gt4 SHF r 8) END & INTERIOR MULLION -� kEND. & INTERIOR_MULLION - ) I%IF' c' ('I(;l OE_EWATICN_7_ (IV/ PRILNIA710d J_2j ---- - E e. L"r1 1/2",D.Doz ,CONT or (a "r:6" .z 1• I/ AlAI UNI .. . ,fl 7 3/4" E '.l ANGLE NI j 1114"O,'14" 1'W 6UILDE:" ,71p D. --- if'K SCREW`.- J4" ",r TO MUPE -- --- — ) © Is SIDE RAIL CD, N01 SHOWN FOR CLARITY CGJC'L iE I1•, 3 k9 1r,• © ® X2 1o�j s�nrn) 1 ,•:'>.. r MI`+ i D EG --ED - EA 515 F: W% (2) S%n'J IHRU EGLTS 'v IAULL'QN aNIIIIIIIIIHI!/ %: (2) S/4-: KY/1R BO;1 T/ f WANSIFir; ANCHOR �.� '(�',��, r/ l"'!i FLOP.IDA BUILDING CODE (Non Nigh Velocity Ilurr cane 'Lune l'!/ S• M:n. E!IBC CMf-til iD F':1:1RFD :ONCRf."EF - ) �` 1NA(E J"' TDF & ec-rOM) .� `•1C EN ,'• r/''•i L?UIS TgTCG:T+C n?Fr.0 Dr EDGE F A%FDCABLE • SF ••. Nautilus WALL MOUNTING:MULLIONS (G)OR iGU :• NO•-4�}&�_>`• r rr Rolling Shutter System D !. POURED CONCRETE WALL = - 17- � EXPERT SHUTTER SERVICES INC. WE •fl: •• - ••yr` TIL IT T[STING d ENGINEERING COMPANY SECTION W-2 ST�1 s:: c,..n. _ "9•• rT r i .�i,SA 81'VnR! 5'NF.Er WSTr,•.sw v. lr'av''.Rr,..], 1`,•-FJ , �QT•.�/� .r.. r00001c co,- POR- iT L'JCIC.rl 349D+ END&INTERIOR WALL MOUNTED MULLION INSTALLATION F ,�ORIDP .•'`�,C� =Fa �ec�olR ;nv:,r.;_9r,e „u ,:,,, »D DRAMND Nv $C:.L.E 1,/, .. ,• /), a;.ILR A NUI 1, P, -- rAsNr[r 1 OF]C �N L Gly t -- 9" M1bn LD . . .FOR (11 J/4'0 YWIK BOLI T' EXPVJSIOJ `----•"... _ ANCHORS c END IIULUON 3'v3'A1/2-sU'-4' ' 2"-1 1 j (ORIENTADONS #1 & #2.) (6061-T6 ALLOY)Alum I IJ2 FOR (2) 3/4"0'Y,WIK BOLT TZ EXPANSION ANCLF. EA SIDE W/ (2) _ I O I- --__. :1 " ( 9" Mk,. €D--------I --- 9" Mo E:0----- 'ANCHORS csy INTERIOR MULLION 3/4-0 THRU BOLTS TO -_ 1 t%2' (ORIENTATION y'2) MULLION 132'& I 3/4"Z I K?1IK BOLT`TZ EXPANSIOf7 EDGE OF -LAB V'ICHOR W/ 6"MIn .. } IfOCC.OF SLAG EMBEDMENT TO POURED ;F APPLIC/&LE I IF APPIIfABCE CONCRETE (Typ TOP & BOROM) _ -' EXTERIOR ". r`,��/f",:`� �� .. 1�r .• %.r'i r',f.fr��. G 2, l T _ - I_ POURED r ONc R E r ^ .. .. .. - . . - -.. - - © 1" a Min SECTION X3-X3 W/ 6-2) (END MULLION ONLY - 7 I4�/ jR1L.Inrloly r; ,. i EXTERIOR ]Wt— I 11J 1 Ij2' 3' I T•n D O � O O 3. 2 W f Q v8 Qr/8 z EXTERIOR EXTERIOR i 1/2' OI I T/2` x.V 3 /2' s 1/2, X . L. X3 (7'. tU:'/PC1T041 (TYP 1C"'Bor:OV) 3"3'7j2".0'..T'. 6067 6 A:L01' 7'.3"nl/2':L-?-• 5u, 1. 1 (,".E i-T6 ALLOY) EO -- E0 Alun,. ANGLE LA SI-DE 'Nj {2) 3/i'0 Alu, ANGLE EA SIDE l':/ (2) IHRL BULic r0 IANCLION G2.& THRU BOLTS TO f.l Ui LION f,; PO;'Pt'v CONCRLIE 111 '4'A K'd1K BOt.T T7 EXPAIJGI(7N (2i 3/4"0 KWIh BOLI Z G'PANSID'. 3 M;n) A!jri'OR Wi 6" t/m LSlbEOMENT TG ANCHOR N'/ 6" !:,n EMBLOMENI TO :� �,p - I- • 8` A',n fial:K RECD POURED C, -E (TvD TOPS r'CURLO .::nk CRF"'E (TIP TOP & r BOTTOV) RCTTOM) . MULLION ONY) (INTERIORMULLIONONLY) ALTERNATIVE SECTIONS X3 M- :W/.G2 SLAT! APr_e 1BLE it APPUCANE (6�1_ORI NTA.T_ON _7) _ UR (2) S14 1 n_ Er (4 x) ) 6' Lrn F U 9' M, F 0 - rNCI�OR fr Iti TE ilO? 4t.LUUN p --_.-- (ORIEr 1A ION ,e<) FluwuuqIT' SIDE RAIL D AND BOX NOT SHOWN FOR j - 9' FOR (7) 3/a NIK BO..' f4PANSIOr, �.♦`�•��RA:•��tCLARITY ��j.�i/�� 1,.. ANCtiJ M -S C LD U_L-0N j d . FLORIDA BUILDING CODE (Non H'qh Velocity Hurricane 'Lone.) (ORIENTA,ION5 fl ♦♦ F C:O15 rILTECp INC 7Ran9 @� FLOOR TO CEILING/TRAPPED MOUNTING:MULLION �?r No.44167 - � N a u t i I u s T.R.L SECTION W-3ti^— �,e {�p� Rolling Shutter System ny,o,; -- ■.L G!�® INC. \ OATC S A E Of, = nun icsmc b ENa1NEERINO cowr•Anr EXPERT SHUTTER SERVICES INC. �'p /. •C(r` r,V...W.r.n au ,vurs,u rl+s'an:, IGie;w 011TM.�RE StkEEI 16 071 END&INTERIOR TRAPPED MOUNTED MULLION:INSTALLATION RI s ••" ? ♦ CDll7SDR, E.ML. 349Bi -D00G:.9 Dp'—c SCALE 1/6• 1- r P:F AL E r'.9R:DA L1c i<a ,• non. ¢ -11LI 11 01 11 i ..a. �I�j1 rI1F11ar" EDGE IF AM'CABLE _',MULLION DEPi!41/8" Cont "ALUM TU9E (70P & OOTTOM) IV/ • 5/16'e iAPCOtJS XI R'/ 7 I/4" Ja`°'1Ja"ITI1 B'JILDEX IEN SCREWS GO-GALVANIZED STEEL I`U.U. D y I JB. Mln E!lBEGvENi ('.+ 24" o i W/ AO It'ASf 6 :a"o c. MITI: E.0 II . Mire E D I'. --. ;_ - — ' -i- E03E IF APPLICABLE COUTINLK)US POURED CONCPF;( (!'c=3 Ls VI.) - G 8 ,n. iHIC REM)- - I _ - - - P rED CONCRETE 3 Ls1 Min) _ 'i I, - - 6 Min IHICK REG'D a' DMfOR L _ _ j t"rvD CAP NUI(II ,vul - 0y;1. I OP/HO(1011,) _ - 7 3/4" !Jin. E L`' -Al -n Ar.GLL EJ. Sloc N J� rn•• f[i j(VIALL MQ1Jrat(_7 SIIOVIN, MAY 10 exist NO �AI>U fLSjjL-LEI) [RAPPED YOUNTED GESS - EDGE 4 AF'PI.ICAS!F PEP, SECTI(3N 0'-Q' ON SHIFT 8) o n `CJ -` DMIOR SECTION X4-X4 W1 G j JEND ScINTERIOR MULLION) n . _,� _ (VVi--f�RIc�,1TAT10ht 1 2 r � Mm E[i ,, - ..T� I I J2"e, 1/n •O.CC[ .CUI4' AI UIJ7 -- ---- --'--- - - --'---- ' SIDE RAIL D NOT SHOWN FOR CLARITY SJa- - > MIN E[i - ------ - T---K SCREVIS r J.' c r: TO TUB:- 0,-Cc RE UB-0,-CcRE TE, (fc - 3'n I.,.h 8" !an Ili-x EECb. 7.. X4 - I O I X4 (:-•r. 1rlF•'F:OrIOu) - - J iivP ipFJ607rUJj +1"x3/912 :L:_.',IG1 76 ALIO.; Ahr- Ar.-IE A`aEa,%IIM!n UpryyJJb EA amr a': (z; _ IIIRU 8CL,s -o a' S I2; 314"c Y.Md- FOt" 7- RE Ei'PNISIO'4 ANC'•-CR �l FLORDA BUILDING CODE (Nan HigtI Ve1_0city 11—cor,e Zone) " 1J- L`.,BEDA,E ICT TO POURED COtgcpR C 7015 r,TEC0 MC ,E - �� Sic JnA'nT+6 EDGE '�F APPL CABLE WALL) (TYP !,;,P & BU110`d 1. ;'� �'- Nautilus r.a.L.T No.4416Z_`: WALL MOUNTING:MULLION G?1 �__- Rolling Shutter System POURED CONCRETE WALL IL E C®Iwc. DATE Hurt ursnNc B EnaWEra1 C COuaANT EXPERT SHUTTER SERVICES INC. SECTION W-4 ', •.J Qf H`�.N u..: se¢a 16:6 5,v ELTVI F;WEE! •<4 �e% txew• �. I S 117 `�,.` `m)x.�cc E,rt J498a oc�; END&INTERIOR WALL MOUNTED MULLION INSTALLATION ' ED-nNI IT H P%f- ORAMarG H —=Ai-� �� xRt TIED I r r E .GALE 1/8' _ - o.F. <f,y`��MAL�}�{�p oo�m L�j a.¢., TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS .SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1) 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WIO STORM BARS SHALL-- - -- - - -- -- --- - STEP 2:-ENTER TO CHARTS (la, Ib & Ib')-THRU-IC ON SHEET-15 TO DETERMINE,-BASED ON AN 1/2" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS:A.S.D.DESIGN PRESSURE RATING(p s.f):THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"fl. 2.ENTER SCHEDULES 1 a THRU 2c ON SHEETS 24,25&26 W/A.S-D..DESIGN LOAD:MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I-THRU-TC-TO PROCEED WITH _ _ SPACING_(MAX.,12',8'OR 7). AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)WIALLOWABLE --- - _ - - -' PRODUCT INSTALLATION VERIFICATION - - - - INTERPOLATION.IN BETWEEN SPACINGS FORA GIVEN ,G3).MULLION TYPE 8 • ENTER A.S.D.DESIGN PRESSURE RATING SEE STEP(1)ABOVE MULLION ORIENTATION. 3.SEE SHEETS 10,10A,11;11A,12,12A.13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE.INCLUDING ANCHOR TYPE.THE TOP&BOTTOM FOR FLOOR TO CEILING.(TRAPPEDJ-OR MOUNTINGS OF MULLIONS..INTO_ ------------ ---- --FOLLOWING DEFINITION FOR-SLAT SHALCBE CONSIDERED-------------- `- '----CONCRETE FOR A GIVEN MULLION TYPE(G.,'G),G2 8 G3) LvAx.THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2"SLAT SLIP MAY BE PROCEDURE 4c IF BOTH STORM BARS&MULLIONS ARE USED USED.FOR A GIVEN A S D DESIGN PRESSURE RATING. - 1!MINIMUM SEPARATION TO:GLASS FOR SLATS IF BOTH STORM:BARS AND MULLIONS.ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART 1c•.PROVIDES SEPARATION SHALL BE BASED ON CHART Ic.ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:06TAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2 ENTER TABLE 1 ON SHEET 22 WI A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT) THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A:SD.DESIGN PRESSURE RATING 8 SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D,DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS) SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS.THE TYPES COVERING PERMANENT(ANCHORS,A&D)OR REMOVABLE"(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE &A CHOICE OF-2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING PROCEDURE 4a.IF STORM BARS ARE USED 4.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24.25&26 W/A,S.D DESIGN PRESSURE.RATING, 1 MINIMUM SEPARATION 1'0 GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.12',8'OR T),AND DETERMINE MAXIMUM MULLION SPAN CHART Ic.ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(IG.G).;G2& G3), MULLION TYPE&MULLION ORIENTATION. 2. ENTER TABLE 1 ON SHEET 22 W/A,S D DESIGN LOAD:STORM BAR SPACING AND DETERMINE MAXIMUM 5 SEE SHEETS 10,10A,11,11A.12,12A.13&13A FOR MULLION CONNECTION DETAILS AT TOP 8 ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM'FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE 3 ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D DESIGN PRESSURE RATING AND STORMBAR FOR A GIVEN MULLION TYPE(C3'.G1.G2 & 63) SPACING 3)SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS [STRUCTURES. EDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING,PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD ANU FRAME STRUCTURES. STORM BAR SPACING ��RIA T/t %,, FLORIDABUILDING CODE (NHigh Velocity Hurriame Zone) ...SF on... .(.2011 IntEE'O n0 N V U t I I U No 4A167 S F.R.L. NO- �• *^ qu��_,_,m r///��• Rolling Shutter System .0%, dant�//S�FJ-:Cl;'` TIUIT.TESTING.h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. --- r ,.ct N.x�.+worvw iurtRm,n •C•26 5'N E'LTMCRE STPER O fCDRTOA - 'I .N.oosa'om cRI s1 Luck,rL },Deb DRIWMG No F \ Ay1C4 R RC A T LUT TJ a,ronl. {EMI R9-905!,. (74)C/I-U590 P a,F -rr,�/�p'A�•C! f` rrORiDA l,,c f 4 4 Re:S) SNf.Ft .a Of i5 SLAT PERFORMANCE CHARTS Ia, Ib, Ib' & Ib: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(P.s.f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART Ia CHART Ib CHART Ib' CHART IC USE M WMUM VALUE BETW@I POSRNE AND NEGATIVE_ .D.LOAD - -- -- - - 3/8"0KWIK BOLT 3 ANCHOR 5/16"a TAPCON XL ANCHOR 5116"0 TAPCON XL ANCHOR USE MAMMUM POMIVE A.S.D.LOAD VALUE POURED CONCRETE TO POURED CONCRETE TO CROUT FILLED CELL CONCRETE BLOCK _- MAX• MAX. SLAT SPAN MAX. SLAT SPAN - MAX*SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS DESIGN - - - - A.S.D. 'LMAx.' (F-,) 'LMAX,' (F7) MEASURED TO BACK OF SLAT (in) RESSUR WALL TRAPPED BUILD-Dur BUUD-.OUT WALL TRAPPED BUILD-our BuTID-OUT - WALL TRAPPED Ruun-OUT WLD-OUT W/0 STORM BARS W/STORM BARS RATING MOUNT MOLAR Y MOUNT w/� MOUNT Mount u£pIIINT wl MOUNT W/E) MOUNT MOUNT M,QUNT 1T( MOUNT w/ -- - - - -- 5¢N0T6 'SIX 5¢NOlt3# -c''-Cl 5¢NoITS t 5¢NOTES t -5¢NOTES t &-f�� yE-ROTES+t 5¢NOTES Y SEE NOTES t 'L�)a'`;�2}- S¢whT-Y ND.20N WIND_ZONE ND 20N WIND ZONE (psi) SEE NOTES t 5¢N016 t SEL NOTE# 1-3 4 1-3 < 30.0 20'-0` 15'-4" ..-_20'-0' 20'-0". 20'=0 15'-4' 20 0' -1.8'-0_-- 2U'-0" 15'-a' _ 1_8'-0` 15"-6' 1' 141/2' 6" 7' 35._0 20',0" IS' 3' 20' 0' 16'-0` 20'-0" 15'-D' 19'=0" 16'-3 .20'-0" IS'-D' i_6'-3' 14'-0� I' 74.1/2' -6'. 7" 40.0 20'-0" IS'-2" 19'-7" 16'-6" 2C'-0- 14 5' .1T-4" 14'-10" Ig'-I l' 14'-5 14-10" 12':97, t' 14 1/2' E" - 45.0 20'-0'_ 15'-0' ig!-0" 15-3" 20'-0` 14'-2" 16'-0" 13'-9' 17-4 74'-2' I3'-9` 12'-0" 1' la 1/2' 6` 7' 50.0 20'-O' l4'-10- 16'-9` 74'-2' 19'-+" 13'-1' 14'-10' 12'-IO" 16'-2' I3'-1' 12'-9' I1'--0" 1' 14 1/2' 6" T ___ _ _ _ 55.0 20'-0` I4'-B' ,75'-8` 13'-4' Il'-9' :2'-4" 10'-5` 1' 14 1'/2' 5' 7' - -_ _ __ _ 60.0 19'-$" 13'. -14'-9' 12'-7' 16'-p' 11'-B` ;3'-2' i l'-5' la'-2' f i'-g" t 1'-a 10'-0 I' 74 1/2" 6' 7' 1 1 3'- _. __._ _ _1 I' I_ _I - _ .. _ _ .. - _ '-11' 15'-9" 11'--0" 12'-5" 10-71 13'-4' 11'-0" 10'-10' 9'-6' 1 14` 6' 7- 70.0 _ ._ 70.0 1T-4" 12'-1" 13:-3" 11'-4- IS'-0" 10_:6' 11'-1U` iG-4' 12'-9 10'-6` 10'-a' 9'-0" 1' 13 1/2" 6' 7- 75. 75.0 16'-6' 11'-7" 12'=T 10-10" ft'-3" 10'-0` I1'-4' 9'-11' -_0' 10'-0` 9'-10` 8' YO" I' I3 I/2" 6- 12' T __ .. _. ._ _ ._. ._ 80.0 15'-9' II'-0' 12'-0" 10'-5' 13'-T 9'=5" 10'-10' 9'-T '11'-7. 9'-$ 9'-J' B'-6' t' 13' 6' T - - _ _ _. _.___. _ _. 85.0 t5'-0' .70'-6' il'-T IO'-0` 13'-0' 9--3" 10'-5' 9'-3" 11'-2" 9'--3" 9'-p^ B'-3" I' _ 13' 6' T 90.0 I<'-2' 10'-I' I1'-2' 9'-8" 72'=6' 8'-10' f0'-1' B'-1 t' 10'-9" 8'-10" g'-10' 8'-0" 1" 12 1/2` 6" T 95.0 13-5 9'-8" 10'-5' 9'-4` :2'-0" d'-$' 9•-9" 8'-7" io' a 8'-5' b'-6' 7'-9- 1' 12 1/2" 6` 7` 100.0 12'-9` 9'-4' 10'-5' 9'-1" 11'-g' 8'-4' 9' $" B'-4` 10'-0° 8'-a' b'_3" 7'-6" 1` 12' C" 105.0 b'-0• 7-4" 1' 11 1/2• 6' T 110.0 II'-7_ 8'-8' 9'-9" 8'=6" 10'-11' 7'-10` B'-10" 7'-11" W-3" T-10" T-9' J''-?" I" 11.1/2' 6' 7" 115.0 l i'-I" 8'-5' 9'-6"-_ B-4' 10'-J" 7'-8- 8'-8` T-B' 9'-0" T-6= -._. 7-8' T 0" 1' 11 1/2` 6` 7' 0 120. 10'-B` 8'-1' 9'-3" 8'-2" 10'-3' T 5" 8'-5` T-6` B'-I1" T-5" T-S' o-t0' 6 7- ' _. _ 125.0 10'-2` T-9` 5'-0' T-I1` 10'-p' T_2� B'-2_ 7'-a 8'-0' T-2" 7'-3• 6'-9" I` 11' 6" T 130.0 9-70" 7'_6' B.-9_ -._fir .9-_9_- r-O. 8._0" 7'-2` , Z . B..S- 7•_0; �:_2: �.-�. _ _ _�. 10 1/2- 6- 7• _. - - ... ._ _ .__.__._. 115.0 9'-5' T-?" 8'-6' T-7" u•_6' W-10" 7'-10- 7'-1- 8'-2` W-10" T-U" 6-5" 10 I/?" B` T 140.0 _ 9'-L. 6•_11• a,-" 7•_$• 5•_•. 7•-B• .0•-11• 8•-O• _ W-10• 6'-4" I• I_0 1/2' 6' 7 '- ' 145.0 810' 8'-2' 7'-3" B'-70" - 7'-6` .-, V-10" ,. - - t' 10' _ 6' 7' .. g 10" 6. �. t_ 150.0 8'-6" - 8'-0' 7'-2" b'-6` - 7'-4' - _ T_ _ _ _ 155.0 8'-3' - 7'-10' 7' 0" b'-;•' - %'-.?' 160.0 B'_p• - J.-8• 6_.10" 8'`0 7--1 - /'-5' - _ 1. 10" 6' j" * NOTES ABOVE IP401CA.TED MAX. SLAT SPAN; MAY BE USED AS LONG AS _ ANCHOR SPACING SCHEDULES ON SHEETS I7 k IE INDICATE THAT - SPAN NC H OR CDESIGN PRIAVAILABLE PRESSURE RATING.FOR THE CORRESPONDING SLAT AND A,S.D J,P (GRIA�TI(f%T FIORTDA BUILDING CODE (Nor. High Vetocily Hurricane Zone) 2 REQUIRES SIDE RAILS FASTENED 10 EXISTING STRUCTURE 1":ITHN �.`�y?;•'•�\CENS�c%-" ' a za,�TLIICC - o�,N • 3/8'0 KWIK BOLT 3 ANCHOR OR 5/16"® TAPCON XL ANCHOR, INTO _a ®� Nautilus T R.L. POURED CONCRETE OR GROUT FILLED CELL. CONCRETE BLOCK. OR = No.44167 = Rolling Shutter System u+nu/u WITH 1/4'a TER SCREWS AT MULLIONS CONNECT,ON. VAUD FOR 3 r-c- *c 7�® INc. � WE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. ' '` `*, -- ' = WAIT TEsnNC a CNGwLENINL cor+anNr EXPERT SHUTTER SERVICES INC. '' ) zSJgTfyyF• -,•'L4r-e. s��tci_iso 16'B 'h D:LZ . Sl STREET •- 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS JLAY BE ��'• F P � •-r en..cocoocrm veal s1 .uc,E. R :a99• Dnawem N, DETERMINED BY LINEAR INiLRPOIAHON BETWEEN END VA=.UES. �F• �O (� '•��•�� c0-Ccor>•S "•w•.E.(m:;v -nen pni en-ewu /9tvAtv,'�+L7,AA`: zD=1r. TILI� ,,:,f sNcrT •s r,T z., MAX. ANCHOR'S SPACING SCHEDULE VaL FOR A GIVEN PRODUCT MOUNTING TYPE,W/3/8"0 KWIK BOLT 3,ANCH0RS TO POURED CONCRETE WALL,A.S.D. DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL.MOUNT Lux.A.S.D. DESIGN SLAT SPAN RANGE PRESSURE - -RATING 0'-4'T _ _> 4'-5't > 5'-6'_t >_6'-7't " _ >. 7'-9't ->_9'-_12't >_12'-I6'-t .> 16'-20'1 (p.s. - - - 30.0 9" 9" 9" 9" o" 9" 9" 9^ >31-40 9" 9" 9" 9" 9" 9" 9" 8" >61-80 9" - 9" 9" 9" 9" 8" 5 5/8" 5.5/8- >81-105 g' - 9" 9" - 9"- 9' 6 t/2 5 5/8" SPAN MAX. SLAT SPAN FOR A - _ - -- —_-- G N A.S.D. DESIGN >106-120 ,g" 9" 9" 9' 8" 6' NE--_ - -- PRESSURE RATING SHALL >121=140 9- - - -- g -- - -9" - - -8" -- - 7"- - -6- - -- - _ - -- --- - -- - - - - -NE1�$'ExCEEL)�MAX. SLAT- - >141-160 9" s" 9" SPAN INDICATED ON SLAT SPAN DEFINITION PERFORMANCE CHARTON TRAPPED MOUNT SHEET 15. &W.A.S.D. DESIGN SLAT SPAN RANGE PRESSURE - - .RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20'1 RANGE (p... S 30.0 g- g" g^ g^ 9^ g^ g- _ >41-60 g„ .. g" 9:. 9" - g„ 9;. 7 1/2" >81-105 g„ g—. _- >1n6-120 9' 9" 9. 8 1/2" g' >121-140 9' 9" 9" 7" - >141-160 9" 9" 8" 6" - - - BUILD-OUT MOUNT MAX'AS.D. DESIGN SLAT,SPAN:RANGE - .. PRESSURE 0'-4't - > 4'-5't > V-6't > 6'-7'tRATING -- > T-.9'1 > 9'-12't > 12'-16't > 16'-20'1 l (P.8. �� !E2 I;E `Ej �E E� (Ej (E f E� �E� iE3 lE �� 1E3 \E) �J I.J iE2 �-� `E �E2 30.0 9' •�. �.. 9" 9.. �9, 9, 9„ 9.. g, g, 9, 9" y, 9" 9, 9" �.. �.. o" 7 3/•1 7" 7" 5 5/8" .-_. _.__._ - .__.. _ _ >3'-40 3, a. g, y, 9" 9" 9" 9" 9" 9., 9- 9. 9" 9" �. g, g.. 7.. ��.: E. 5/8" 5 5/8" 5 5/8' 6 >41 50 y' 9 9" 9 g.. 3, y. g.. 3, 9" 9" 9.. 9" a, Q" 7 1/2•. 7 1/7, E" 5. 5/8" 5 5/8" 5 5/8-5 5/8" 5 5/6" . '61-80 9„ 9" 9" 9•. 9" 9• g• 9" g•' g" g" 9" 9" g" 7- 5 5/8" 5 5/8' S 5/8" 5 5/8" 5 5/8" - - - - >8 9 9" 1-105 9" o° 9" 9 9" 9 _. 8 - - .. -- " " " '3' B" 8" 6 1/2' 6 3/4" 6 .3/?" 5 5/8 5 5/8'" 5 5/8" S 5/8- >106-120 9" n^ y, 9" o.. 9" Q.. a.. 8" .- (: 6" 8" 1/2" 6•' 6" 5 5/8' S 5/8" 5 5/5/8 >t21-uo 9" g" 9' 9" 9" 7 _t/2_--8"_-- _ 8-. 6 1/2 8" 8" 6' -_5 5/8" 5 5/8" 5 5/8 >441-160 9" 9" g' 8" , 8" 6" 7"_ _ 7"- _5.5/B.. 6 3/4` 6 3/4, 5 5/$": 5 v86 .>.S/B" 0111111111+�TI11j11j74 FLORIDA BUILDING CODE (Non Rigs Velocity Hurricane Zone) C 2015 TItTEI.a INC. _ Nautilus GArPNLFr, Rolling Shutter System __. *= 0 C.® r - EXPERT SHUTTER SERVICES INC. DATE *� �(,�r � ilLLlf i f511NG b ENCINCCNINC CONnANY STA1C Uri `� 'w+^•11.ri)e sib,fx veura vmw:.n.1 11,26 S'n PILiNON uce,e.+-•:v'• E SrvCE1 15-U71 ((/ a-mn4 ;geco0ad car P]Gl 6r LULip.,Fl 21"1 9• 0R4WING Ne caxi,c 4M A. uv:1 rii:-c:>u y--n}e:•.F(gAl P EU-xre�ly Y IEN 1+;;11 J• G f wr.nPlG. i p 11+61 - SNfEI 16 of i J `I 1111111111111/1111. .. L I .. MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT � °1 SUIT SPAN RANGE, DEWN PRF= PAT=MSU 0'-4't > 4'-5'1 > 5'-6.1 > 6'-7'1 > 7'-9'1 > 9'-12'T > 12'-16't > I6'-20'1 30.0 B— — - B - ---- 8" B" g" B. 7 I/2" 5 1/2- ,31-40 8" A• 8" B" B" 8• 6" 4" >a1-so 8" B" 8" B" 8" 6' 4" 3 3/4" _ T L15102 741iZ" -33�4" _ tMAX. SLAT SPAN FOR A_g^ g.. 8. - 6 jar• - 3_314: 3 3/4" _ CNEN A-S.D. DESIGN LOAD SPAN g _ g" B" _5 1/2" » t/2" 3 3/»" _ _ SHALL�R EXCEED MAX. g" 7t/2" - -5" 4 1/2"--_ a"__ SS/4__ - _ SLAT SPAN INDICATED ON C— ��__ - - __ - - -- - - - LAT.=PERFORMANCE CHART g` 6 5" 4" 4" _ _ -__—_ ON SHEET 15. TRAPPED MOUNT SLAT SPAN DEFINITION -- IlnA.S.D. SLAT SPAN RANGE DS aPZSSLRE 0'-4'1 > 4'-5'1 > 5'-6'1 > 6'-7'T > 7'-9'1 > 9'-12'1 > 12'-16'T > 16'-20' 1 M 1 a 'E(w) 30.0 6" 6" 6" 6" 6" 6" 6" 5 1/2" >n-a0 6" 6" 6" 6" 6" 6" 5 1/2" 4 1/2" >s7-60 6" 6" .. 6" 6" .6 . -5 -7/2" 4" 4" >6t-eo 6" 6" 6" 6.. 6" 4- 4" - >87-iG5 _ 66 5" _6"_ 6" a 3/4" 3 3/4" - >106-120 6" 6" 6" 5" 4" 3 3/4- >121-140 5 _ 6" 5 3/4" 4" 3 3/4• 3 314- 141-160 /4•141-160 6" 6" 5" .S 3/4" 3 3/4" - - BUILD-OUT MOUNT WAN AZW." SLAT SPAN RANGE DF9KW 0'-4'1 > 4'-5'? 1 > 5'-6'T > 6'=7't > 7'-9'1RATM > 9'-12'T > 12'-16'1 - > 16'-20'1 iR65 A E (Ej (E2 �3 (E) 'E2 (E3 iE iE2 E3 (E E2 !E3 rE E E E E7 E (1 r wWCE(w1) .. _ _ ..� _� �-. �: 3 (� `_, .. (Ej tE2 E3 E1 (E3 tE3 inn 6" 6' f," 6" 6" 6" fi" 6" 6" 5" 6" 6" 6" 6" 6" 6' 1�2" 5 1/2" 4-1/2" »" _ 3 3/4" >Si-aG 6.. 6.. 6" 6" 6" 6" 6.. 6.. 6" 6_" J, 6- 6_ 6.. 6" 6" 4. �- 3 /4„ r 3/4" 3 3/4., 3 3/4- >a1-6o 6" 6" 6" 6" 6" 6" 6" -C" - 6" 6" 6" b" 6" 5" 6" a »" 3 3/»' + 3/»• 3 --- - .. -. - _......... .._ 3j a' - - 3 3/4" >61--80 6•. 6" 6" 6" 6" 6" 6" 6" 5 7/2' 6" 6" 5" 5" 5" 4" 3 3/4. 3 3/4" 3/4" 3 3, - >81-105 6" 6" 6.' 6" 6" 6" 6" 6" 5 3/4 4 1/2" 4 I/2" 3 3/4"3 3/4. 3 3/4.. 3 314" 3 3/4 3 3/4' - >106-120 6" 6" 6" 6" 6" 5 112. 5 3/4" 5 3/4" 4 1/2' 4 1/2" 4 1/2" 3 3/a 3 3,/4 3 3/4` 3 3/4" - - >121-140 6" 5" 6" 5" 5' 4' 4 3/4" 4 3/4" 3 3/4 4 1/2" 4 1/2" 3 >14t-760 6" 6" 5" a 1/2" 4 1/2" 3 3/4` 4 - 4" 4 - 3 3/4 3K TI `„`Ip11111111111q//l, rLORIDA BUILDING COU (Ncn R7gh Velcc{ty }lurncanc 2onc) � 't •... J 'moi c m15 u—ru nc ;;wceN ur. ENSe '9 N Q U t I l U S f Y..L � Rolling Shutter System .; � ,�1uj1< A1:6_l_=• = A9. EC®INc. oalf :.7 c, r`v. c nulr rrsr"+c a rNcmaulNc cw6r."r EXPERT SHUTTER SERVICES INC. .��• -7� :�: - 4 � .�..ua. ,e:c:w e L'v04r=mrR i'A.[f�/r-:-;_/y_-.(�Q•-•��J_ ].a�F�(H �L[i:]IS t��llt IC7J1! -'•'.`G. . I)I/1 C -C.Y' - 094w111.'.He i ytTtt�--...'.n! rRlrC9.: RL4•Jr ✓E /-.TF rA".:v,; I a on, .nf!11 01: IIII/IIIIIIIIIII HII", .. . MAX.ANCHOR'S SPACING SCHEDULE Vb + 1 FOR A GIVEN PRODUCT MOUNTING TYPE,W15/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX A.S.D. DESIGN SLAT SPAN RANGE .. - PRESSURE . RATING 0'7.4't, > 4V-5'j > 5'-6'f _> 6'-7'1 > 7'-9'f9'- 1 > 12'-I6't > 16'-20'1 RANGE(p.s.f.) s 30.0 8' 8" 8" B" 8" 8" 6" 4 1/2- ->,31-40 >31-40 8' 8" 8" 8" .. _e: 7: 4 1/2" _ ->41-60 - .8" 8.. 8- 8" - _- - 8"---- 4_1/2., ----- -- _ - _ tiL4IEi- - >si-eo 8" 9' 7 t/2" 5 1:2" - - T MAX. SLAT SPAN FOR A >81-+05 8" 8" 51_4 7 1/2" 5" _ _ -. -4^ -_-- -- - - __ _ __. ... _ SPAN PRESSURE RATING SHALL 1 GIVEN AS.D. DESIGN >106-120 8" 7 t/2' 6" a' - - - —� NEVER EXCEED MAX. SLAT -6" -- - 61--- ----5'- - -- --- -- - - -- -- - - — - - - ---SPAN--INDIC.A.TED-.ON SLAT -- -- :tdl_160 7" 5" 4' - - - PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MAX A.S.D. DESIGN SLAT SPAN RANGE PRESSURE .. - RATING 0'-4'1 > 4'-5't > 5'-6't > 6'-7't > 7'-9'1 > 9'-12'1 > 12'-I6'1 > 16'-20't RANGE(p.e.f:), 30.0 6" 6" 6" 6" E' 6" 6" - >31-40 6' 6" 6" 6" 6"_ 6' 4 1/2" >41-60 6" 6" 6" 6" 6" 4 1/2" -->81-105---- -6" 6" _ 6" 4 1/2" 4 1/12...- - - >106-120 6" 6" 5 11-2 - 4" 4 1%2" >121-140 6" 5" 4 1/2" 3 3/4- - - -. >14t-t60 6- 4: .... -- BUILD-OUT MOUNT MAX.ASA. SLAT SPAN RANGE DESIGN PRESSURE 0'-4'1 > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12'f > 12'-16'i > 16'-20'i RANGE RATING Ej �E� E� �Ej `E2 `E3 (Ej �� (E3 (E} �E2 (E3 (E.j � (E3 (E} (E� �E) �Ej (E (E� (EJ ;;E2 (E� 30.0 6" 6" 6" 6" 6" 6' 6" G" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/'l" 4" 4 1/2" >3I-40 6- 6- 6' 6" 6" 6- 6'" 6,. ' 6" 5" 6. 6" 6" 6" 6' 5 1/2" 5- 4- - q•• >a1-00 6" 6" 6- 6" 5" 6" 5 1/2" 5 1/2" 6" 6" 6" 6" 6- 5 1/2" 4 1/2" - - - - t 3/4" >61-80 6" 6" 6' 6" 6" 5 1/2 5 1/2" 5 1/2" 4 1/2' 5" 5" 4" 4" 4" - - - - 3 3/4" - - - - >al-105 6" 6' f" 6" 6" 5 1/2' 5 1/2" 5 1/2" 4 1/2' 3 3/4" 3 3/4" - - - - - - _ _ - >106-120 6' 6" 6" 5 1/2" 5 1/1" 4 1 4 1/2" 1, 1/2- 3 3/4' _ ... ..__ .. >121-140 6" 6" 3 3/4- 3 3/4' >141-.160 5' S" 4" J11�k E11171 ��q�i�i FLORIDA BUILDING CODE (Non High Powclty Hurricane Zone) `C`�P,,• ��CEN SF c zOm ruECO'NC - W Nautilus a�.,I I I L.1.� nanxv ar '�f 7 l 1 r.N... 'r=a'-{y�4a'£f� - pp++ - Rolling Shutter System IL E b® INo. o•rr *v nun IFSTING 8 ENGINEERING CouPANr EXPERT SHUTTER SERVICES INC. (EBF o- )nwE 44w v.q»ee R26 SJ1.21.TYCRE S(RECI Pyr r an.'V Inn?I I'll a.:fvn'.nn-IDrI F PCNL SI lIJ.1E.FL !6966 15 7 I rEI P '``�4 N oC4Vlc.m DR•WING No �� '• LQ,r1�.•'•\`�� CH .'.CDC]•9 PN'f (aJ0)>65-DOS..rxx.1»:).11-090 �`V—� xN.lEn A.tictii I' li- L V-C, SO � Ron�,�..< d .:+67` s SIOfiIFIt- . SCHEDULE VC: Vx FORCES (Lb/FT) &Vy FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS (USE MAXIMUM VALUE BETWEEN-POSITIVE-AND NEGATIVE-A.S.D. LOAD) _ MAXIMUMSLAT SPAN RANGE -- A..S.D.S.D. ' DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (Pst) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy < 30.0 1 C 60 10 75 1 F)5 90 238 105 421 - 135 594 180 999- - 240 1390 '300 - >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2541 596 >81 - 105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 - >106- 120 313 240 728 300 881 360 1345 420 1587 540 2.11'2 640 >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 - - - >141--160 78i 320 1 1186 400 1 1322 1 480 1 1873 1 560 1 1740 1 640 1 - - - - -- E- ,� *NOTE SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIKITY OF 1HE CONTRACTOR OR PERh4T HOLDER TO'VERIFi THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT V)AND Vy.-C.RCES IN FOUNDS PER UNIT FOOT CF SHJTTER HEIGHT AT BOTH JAMES. SEE THIS SHEET FGR Vx d ey VALUES Vy SIDE RAIL r�T—y —Vx I Vy ��,,,P�ITILLIA"'' FLORIDA BUILDING CODE (Non Hqh Velocity 11--one zone) ��Q�'•''�GElc `Sc zrt9 nurco we cwuN Er Nautilus R. Z. `aN0. � *=, p� Rolling Shutter System canons fL EC® INC. o.+c Z ,� 0�`r W= ❑LL❑ IC9IING U ENGiNE [RING t^OnPANLE EXPERT ESHUT7ERJ PC SERVICES INC. — A•. SMECT PORT 5T L+C'E.FL 34994 •' f�D1�`O` •�'��` ffft 0*)(,G 1•,) HCnt ITS/1 t AutnC I.0 (t r)1 ti+,-V.VV CR.WING N< wC 'CFS " sNTn ,sora mu SUIT PERFORMANCE CHARTIb�& jCl ,CONEY VALID FOR if2'SLIP} SLAT PERFORMANCE CHART IIbI & IIC1:jONLY VALID FOR 1f4"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE A.S.D.DESIGN LOAD(P.S.0,SLAT SLIP 1/B"AND FOR A GIVEN MAXIMUM A S.D DESIGN PRESSURE RA TING IF.O AND SHUTT ER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM A S.D.DESIGN PRESSURE RAI ING(p s[)AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W/2"x4"STUDS, INSTALLATIONS W'O STORM BARS PER DETAIL 2 BELOW INSTALLATIONS W/O STORM OARS PER DETAIL 2 BELOW - AS PER LIMITATIONS ON DETAIL 1 .. USE ASA TTSB lf/ 'CHART IIb 1 vS6 W/ CHART TIC I USE mkvmw wma wy m Faam'e feu MMAI E ASA t" mina wic CHART Ib 1 IDl CHART ICI WE SLAT REQUIRED LIN:SEPAM" :�YIYieUli t7,(LJE BEDfFai E697M AM IELAteE ASD.tBED USE 4W"VrLUE BEMW P OWK Ito MOWK ASD.ION - MAIL STAT 5PNiWESLIRED ME EtA%4EUM POSRIVE Asa. ASG Lwim'(R) Lt�((It, � m 511670 TAPCON XL ANCHOR USE MUGMUM POSITIVE A.S.D• WOOD GRADE 067CM 5116"0 TAPCON XL ANCHOR At)N.$UtT LOAD VALUE MIN. SLAT Loth VALUE rut �fl-� rte' ,rt :W/o STORM BARS SPAN _ 5Pµ _ _ _ __ RAM NOUNf - 'R f WIND ZONES M9tH1 20NE MAX. SLAT SPAN 'L.EtOl.• RMURED MH.SEPARATION TO GLASS W?9RA1 REQUIRED MAX.SLAT SPAN 'LV1N.• REOt7iED Mil SEPARATION m GLASS (oar) Sa, 1ms A T-3 + mAx"m •LMAX. (ft) (f U) {ESURED To eui(OF SLAT Gn) � •LMAC.• ((t) (ft) MMIRED TO BACK OF SLAT(In) SOUTHERN PINE g2(G=0.55) 60 ,1.-5'A.SD _ DESIGN \yyy.,R\PeE)y PRESSURE WALL ButD-art amm-oo7 7 T*, W/o STORM BARS -- -' - -- a.-S. 4'.5- 0'_0'PRESS WALL WID-OUT OunD-our A ,R W 0 STORM BARS r,,, WOLW w Wj w wj DOUGLAS-FIR-SOUTH(G=0.46) 60_ '-- - -_ - - - - PATDEC MWNT wuM a/ Main W/ ,!ry„R wwn-zoNEs - Wu+D.zoxE taa+) - j_, 1 p+No ZONES WIND zoRE _..- _ (.rT, (siE No,ae)tsar eolEsa)tstx roltc 65 ,3 a I-3 4 (S¢NOTES A) (=NCR_16 =Nr 4, - + PRt10E FI::E=fIR-Sites(C=D.36 60 +'-5'� -5 - 30.0• ID'-0' 177 ;n'-o" B• _ -T° -1Ri 3 8 - -- - - - - - $ IjZ' 55.8 w y_9' 7'-4` 40.0•• 'O•_O. UD.-0. J. 10_-C. I• I H Ij2" +0.0•• _-.r` J'-r` '-7.- - 7. 0. 45.0-"• -7D'-O' -t C'-V 10'-C- 7' 2L__ .1' _g.j2� -E-ID ••• __7: a'_ . 7'.-a'-_ _7Lt'-- i-9"- - T' 6li8' : y!7_ _ 50.0 t 0 ,-. 0. 10'-rl" 1 f:' ,' B • I i 3' 7 J' 6' S' I 8 /fi_ w I 55.0 0_0' i0-Ef 10' t) E 3' t' n ij' 0"• T-5" 'T 3• 7.-3' d 1/8600••• 10`-0' 10'-o" ..10-0" fi-'9" t- .. 6 1 2' 0•w /-3' T-J' 7 3" 6'-2" I• O ?/d' •. I SLAT PERFORMANCE CHART IITI' (ONLY VALID FOR 116•SLIP) - SLAT PERFORMANCE CHART'TV'(LESS THAN 116"SLIP) sw sPN1 FOR A GNEN UAXIMUM A S O DESIGN PRESSURE RATING ID.S O AND SHUTTER MOUNT CONDITION FOR FORA GIVEN A S D DESIGN LOAD(p S f)SHUTTER E,OUNT CONDITION INCLUDING INSTALLATIONS W/O STORM BARS PER DETAIL 2 BE[OW ANCHOR TYPE AND FOR INSTALIATIONSW'O STORM BARS PER DETAIL?BELOW CHART IIIb1 USE'W/ CHART IIICI SLAT SPAN DEFINITION TIIbi -"5116"D TAPCON XL ANCHOR USE UWM)M WILUE BERM,faSITK AM MEGAIK ASD.ldb USE W1f1YW POSITIVE AB.D• '•NL trcM'I r' USE.MAXIMUM VALUE DEIVTEDII�POSITIVE USE MAIDWM $176`0 TAPCON XL ANCHOR MIN. SLAT LOAN VALUE AND NEGATIVE A.SD.4419 • ASA.I=VALUE 0! SPAN MAX.SLAT MIH.SLAT �,SMARKNOR w.al.0 •(yam• SPAN SPAN aus MD SAPID TO I At, MAX. SLAT SPAN REOIMRED UK SEPARATION m GLASS Bras sr MtwMlat .�•. (FT) (It) W SLIRED m RACK OF SLAT{in) DESIGN ',(SAX'• (�) (�) - :21 P.raOsU AU1G ASID. TALL TRAPPED WALL MAPPED YR `- :1U 2•.s'7FJXf:T.Ai DESIGN rN,L TwM LOAD a MAD-0Ur &amD-OUr W/0 STORM SMAS rrv:. EA'..vn:,f"Y(10 t PRESSURE WUL Butz-OUT earn-OUT A � W/0 STORM BARS N�VNI PATTING MOUNT mmw X/ Ai0ow r/ • ,MIND ZONES WIND ZONE (Psf) C p,F D Z WINO ZONE F �y \ T-a • 6• CCA 1-3 . DETAIL 1 (ELEVATION) (Pat) (SEE NOIIM e) (M de) I R MUTES e) :. s¢NOiCS a SEE NO=a 30.0• T-6" I'-6' 6'--I"A /_. a itg• 30.0• 6' 6. 35.0•' 7'-1' 7'-7' 7'-,• 6' I• 8 t/n' 35.0 w 6'=I" s i/e' foo•` _ 6'-o A C{QIES: 40.0 ..j 6 s _G_-9' f ' 15.9 G-S- C, * -.IY I" i+.- +5,0 ro .r0' 54.0•" 6' S o' S_ t' ,>-- _n' 1J+' SEED•'• I A6U1 1 I`lWC-A)ELI KIA:., SLAT SFANS V1,I H_ U3EG A`,. 1(119, A' _ S 7•.. ANCFICIF.' CnACll h: �'!+f,D;"'LES X49 j 4-1 i 55.0••• 6' (+'-}• I» I^ L+ t,'6" 55.D• _ ffi AVA:t4FLE FpF TSE C(JRRI-_ccONDING •�:AT `PA% ANO 4 DESIGN 60.0••• o'_, s' E. �..1' s 1 i 8" 60.0�^^ S.•S LfIAD Yn MAXIMUM A S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t to U F,Af.L ,L t I0 !TE .'ILT 3T'CTL T :1; c ruDAr,tp :t1t' St F t TTN ON DETAIL AND PRPD':IS ONS FROM CHAP11 R �3 r,U, "VALID FOR DOUG AS-FIR-SHIN(C•TD.46) ih o F ORIDA T!!I TSWt; 6J tt_filLdt�tE i ER'G H f}d-11141 A7 F IT!,ER �-'I StX11NEM RIVE#2(GID55) SI✓t JF GOfNI < SN.AL. U SPRUCE RhE-FlR-SETH(G=(L36) VALID RIR DOLMAS-FIR-SOLI H(Gz0.46) SuLBHO3•L FINE Q2(G-0.55) (�.."• _' «+VALID FOR sWiA ET3.1 RILE 92(G=0.55) �z SLAT SPAN DEFINITION \ / ,FLORIDA BUILDING CGDE (Non IG(.1n Velcclty Hurricane ZcnO) 1c'-0IOz Imb Cu' ? S ,•••-•••••.. ✓!� G 7415 POEW INC Nautilus a•+F1m N*: IAAF DPENING-*TIT o q .a ``� .' �`CjENSF -! 'i r.R.l. INSTALLATION INTO WOOD FRAME STRUCTURES .- "� Rolling.Shutter System uvla ,a r MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE,A.S.D. DESIGN LOAD (psf)AND SLAT SPAN RANGE WALL MOUNT.&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD -- - ---- - - - - _ (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) 'Ww4 SLAT SPAN RANGE 1A1p'^A1 SLAT SPAN RANGE A.PMEMRE A.S.D.DESIGN WOOD GRADE RRawRc WOOD GRADE le °ten` R4 �m'4'+,4'tD5` >5foG'>6.k7'i>�m9''>5toto' -- _--- _ - -- - T4w..RAtiGC - - - -- - - - - - - PAPFIE Ra £ -'(w) 0'-0-tD 6" ..6" 6" 6,. 6.. 6:.. •� 50.0 6" -- SOUTF{ERN PINE JJ2 i0 6" SOUTHERN PINE JJ2 _ 40 6" 6"G 6" 6" 6" 4 3/4"- __ 60 6,. 60 6'• 6.. 5 3/4•. 1/4' 3 3/4" 3.. DOUGLAS-FIR-SOUTH s 30.0 6' DOUGLAS-FIR-SOUTH < 30.0 6" 6" ," 6" 6" 6" (G=0:46 aG -. _ - 6'- (G=0.46). 40 6" G" .6" - 5 1/4" 5 i/4t' .4 1f4". SPRUCE PINE-FIR-SOUTH SPRUCE PINE-FIR-SOUTH •. < 30.0 6,. .f G=0.36 G=0.36 30.0 6' r." 6" 6" 6" 4" BUILD-OUT MOUNT TO 2"A"WOOD STUD WITH MINIMUM 112"PLYWOOD LSEE DETAIL 2 ON SHEET 20) ww4w SCAT SPAN RANGE -&&D. DESIGN WOOD GRADE �� E 0'-t'' >4'-3_' ' >5_6 ` >5-7- ` >r�' ' > YOUMW,CZ..4r r 4011M M/fa 40UNT M/, YWHf n L$YpUM W/'E-4D!1M W/(t2 40UM Wl[ 4pVNf.14-111=41-,4011M W],c„40UHi W F 300 SOUTHERN PINE #2 40 6" e" 6. 6. G' 6" 6" 6` 5 1/4' S 1/a" (G-0`n) So 6;. 6" 6" 6' 6" 6 - . 60 f", (,., 6" �.. 6" 6.. 5 3/'a" 5 3/4- ..4" 4.. -i 3'' DOUGLAS-FIR-'SOUTH = 300 6" 6" 6" r" C' 5" f>" 6" 6' .6" 6" SPRUCE PINE-FIR-SOUTH qu 6" o" 6" 6" 6" C=0.361 *NOTE; ,"Will I,MAX. SPAN FOR SAT FOR A A.1` RA. TI((2''�,� FLodIOr 9UILLING CODE (Non High velocity Ht ,i,one zone) GIVEN A.S.D. DESIGN LOAD45, ,>u=_ N a u til l u s SHALL NEVER EXCEED MAX. �a- ?.'��GENSF'•9 rpL SLAT SPAN INDICATED ON s�, SLAT PERFORMANCE CHARTS - :a..}8 �;}$ "" •' = pp �/?? Rolling Shutter System fo E'b® I N� owrE ON 20 SHEE.r. _# __—[-#._ L*= i1LLR TESTING A CNGINCCRING��wP EXPERT SHUTTER SERVICES INC. -- •I�TFII�Il�J rr.,. �;� iei�•i3o�re.��fi'a�� i�l jl ir'ee 1i2u S.N. 7i_fM014E STRF.EI j'j-C,111 `� c-n.,:n,tiilr:::nOnn•ccm PCR' Sr LQ-'E.FL �i O,E:' F10RIOP.•�� EH-0[:06'19 "✓'i'(wDi).5-905a of (]l)1!:�-09c0 —DRAWIN'v No F C A'pLl RI A iiLL0 Jr 1 F�[.°�j�;L�'/�'�1�1ry�SA�Y I(�[��,` rI.OFIDe t-.r i.ItG') TABLE 1 _MAX ALLOWABLE STORM BAR SPAN (ft):FOR A GIVEN A.S.D. DESIGN LOAD (p.s.f.) &A GIVEN STORM.BAR SPACING (ft) MAXIMUM A.S.D. STORM BAR SPACING (FT) DESIGN PRESSURE RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' { ct - - - _ 30.0 1.1'-0" 11'-0 . 11'-0" 11 -0. t 1'-0" 11'-0" 11'-0' 11' 0" 11'-0" 11'-0" -THIS REGION IS ONLY VALID FOR INSTALLATIONS µ t OR MORE S , _. _. iORM BARS PER SHUTTER 35.0 i 1--*---*0" �� 40.0 11'-0" l t-0" 45.0 11 _0,. 11.-0 " " 11 0 - - _- - 50.0 11'-0' 1 1' -0" 1 1'--0" 1 1' 0" 11,-0', 1 1'-0" 1 1'-0" i l'-0 1 1'-0" 11 -0" ° 111HIS RE.G;ON IS ONLY VALID FOR N_�,IALLATIONS -_; - * wj 2 OR MORE STORM BARS PER SHUTTER. 55.0 1 1'--0" 1 t'--0" 11'-0" 1 1'-0" i 1'-0" 1 1;-0' 1 i"-0" 11'-0" 11'-0" 11'-0" 60.0 IV-0" 11'-0" 1 T' 0" i i'-0' - 1 1`-0„ i i 0 1 -a" 11'-0" - -- - -V -- - 65.0 11'-0" 1 1'-0" 11'-0•' 11'-0'• 1 l'-0" W-0', i 1'-0" ° - 70.0 1 1'-0" 1 V-0" i 1' 0" 1 1'-0" 11'-0" i 1'-0" i 1'-0" 11'-0' 11'-0" * - 75.0 1 1'-o" 11'-0: -11" 0' t 1'-0" 1 i'-0" ll'-O" 1 1'-0' 11'-0" * 80.0 t 1'-0" 11'-0" t t'--0" i 1'-0" 85.0 11'-0' i 1'-0" i 1' 0" 11'-0" 11'-G" 11'-0" 1i'-0" 90.0 11,-o" 11'-0" i 1'-0" I V-0•• i V_0" 11'-0" - 95.0_ 1 C-0" i 1'-0" 11'-0" 11'-0" ll'-O" W-0" - - 1Mo 11'-0" W-0., 11'-o" 11'-0" III-01, 106.0 1 t'--C" 1 t -0' 1 -� 1 1•-0" 110.0 11'-0" 115.0 I t' 0'' i i'-0" 11 0" 1 1'-0' - - - i20.0 1]'-0" i 1'-0" 1 l'-0.1 11'-0" - _ - 125.0 11'-0" 17'_.0" 11'-0" 10,_1 iU" 130.0 11'-0^ - 135.0 11'-0" W-0', - 140.0 1 1' 145.0 11'--0" 1 C--0" 150.0 7 155.0 11' 0" 11'-D" - - 160.0 t 1.-0.. 1 7 \p\\rillirrrrrq/ FLORIDA BUILDING CODE (Non High Velocity Rurnca-, Zone) ** MEASURED IN BFTwEEN CENiLR LINES CF STORM BARS IN a t� FEET OR FROM. TIF' OF SIDE RAIi TO CENIER OF STORtt. BAR. �` tG ... •.., �9'•��i ::0+4 mteco n+,. uRwaro p sP �1�EN$�r NC1UtIIUS '� r� Rolling Shutter System {e"iet5 Nrd4�b� _ G EXPERT SHUTTER SERVICES INC. Sit4n iCStINC S CNGINLLRiHG COYYAIIY iGee 5'x glT-iORF. 57R's'R I ,_C"I ft tnec,3a"r c.•* "'7 .0 (1+37 5/,_J^I:U OR><xeta Nr 'lltl C! 'V:4.CJ u< 151 1C! $NC{i Il OFI _ - / t///tlttJth114ttitl\1N�\ .. TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(A s,f,) &STORM BAR SPACING {ft) SECTION S1-S1(SHEET 9)'FOR A GIVEN A.S.D.DESIGN LOAD(P,,s.f.),&STORM BAR SPACING {ft) A .. ... .. .. .. "= STORM BAR SPACING"a'(FT) A.= STORM BAR SPACING"a"{F7) Asa 101sw - - w:� a P G 2' 2.667 3' 3.5' 4' 4.5' 5' 5.5' 6' 6,667' f�Fr 7 2- 2.66T 3' 3.5' 4' 4.5' 5' S.5' 6' 6.667' fqn 3_0.2 A,BC,G_ A.8.C,0 _ _A.B.C.D_ A,@_C,D A,B,C,O 'A,8_C,D A_$,C,D A,$.C.D_ A.B.C.D A,B.C.D 30.0 A,8,C,0 A,B.C,D A,B.C.D_ A,B,C,G A,3-C-D _A.B,C,D A,B.C_p AB,C, A,B,C A:B,C JS.O A,B,C,O A,B,C,D A,f3,C,D__ A,B,C.D A,B.C_D,.,._AD.C,D A.B.C.D A_6.C.D A.©,C,D A,B,C,D 35.0 A:B,C,D AB.C,D A_B,C,LI A,B,C,D A,a,C.O AD,C A:B.0 A,B,C 10.0 F,B,C,G P,6,C,D AB,C,D A,B.C.D A,$,Cp AB.C,G A,B.C,O A,B,C.D A,B,C.D_ A,O.C.D__. 40.0 AD.C,D A,B,C,D A.S.C,D A,B,C_6 _A,B,C A_6,C_ AD_C -_ A 45.0 -A,B,C_1) ABTC,D A.B,C.D- A:6,2_ A.8_C.0 A.B,C.D_ A,8.0 .. - 450 A.B,C,D A,B,C_D _A,B.C,D __A.B.0 _ A.F,C._ A,B,C _ .A ..__A A - b00 A6.C.D A.B.0 D.., A.B.C.D__.A. D, A$.C.D AB.CA -A.p`C - 50_0 AQ_C.D A.B.C,D &S. D A0.6_C _ A.B.0 A A- ,? _ ._A.. _ A. -55:0_ _A,B.C,p_ e'�B.C,D_ A,B,_G.G A.B4O.p A,B,C C A_B.C,U A.B,C,p A.B,C,A A,6,C A,©.C__ 5,5,0_ A,B,C�D A©.0 D A.S.0 A,B.C. A_ A_ _ A A 'A._ A 60.0 A,B,C.D .A,B:C.D AB,C.D_ _Ab.C.G AB.0_D A,D.C,D A,B.C.D :ABO A,6.0 A,B,G ¢0.0 F.B.C,D A.8_C _ A,B.0_ AB AA A _ A_- - A A 85.0F,B.C,D A,B;C.G A.B,C,D A,6.C,D A,B,C,D A.B,C,D A.B.-9 _ A,$LG, A,D,C A,11 65.0 A_B,C,D A,B.0 A., A B,C A A A A A A _ 0 A,6.0 D _A.6.C.D _A.@.0BD A.6.0 D A C D A,B.0 AB.0 AAb C _A`B, A 700 A B,C D -_ A,D.0 .AS- _ --1, .. A A - - 'A-_. _..A A 70 - - 75:0n.,e;C D a B C D A$.0 A.B,C - A.III A A -- -__-- -75 0 n$,C D AB,C A_ A A n n ._A - .._ _ _ A A 80,D A,D,C A,$ A _ 80.0 A,B.C,D t.8.C,D A.B,C,D A,B,C.D A,B.0 A.B,C ,___AB,C ...._LN.-_ A A A A '85A A�B,C.D_- A,B.C.0 A.6,C,,�. A.©,C_D - hB,C ABC A.B A .A ! 85.0 A,B.0 _ A ? n -, A A ._- A 90,0 AB.C,D A.B,C,D A,S.C,D A_B,C A,B.0 AB_C__` A A-, ._ A A 90.0 A,B.0 A _A A A A 95.0 A,B.C,D AB_C,D A,B,C.D A,R,C A.R,C A,8 A A. _A _ A_ 95.0 AB,C A - - A A A _ A 100.0 A,B,C,D A$-C,O A,B.0 C AB,C A6.L' A h h A A 1000 h.D_C A A A 105.0 A,B.C.G A.B,C,D AB_C _ -A.R,C A,6 A A A ..._ _A__ A 105,0 A,B A A A A - - - 110,0 A:B,CD BB ,p A,B.C, A, ,C A. ,C A A A A A _A 11_0.0 A A _ 115.0 A,B,C,D A_.B,C,D _A.B,C A.B.0 A A A A A A 115_.0 A A A A - 12_0.0 A,D,C,G A,B,C AB,C A A A A A A A 120.0 A A_ _A - 125.0 AB.C_p A.B.0 _ A,B.0 A A A A A A A 125.0 A 130.0 A.B.CA ..'.F,6.0 A$.0 A _A A A A __. A A iJ0.0 A k 1JS.0 A,B,C,D A,B,C A,B,C A A a a A A _ 135.0 A A 140.0 A.B.C,D E1 10 _ _ A,$ 4 _h A A A A - 140,0 A A A 145.0 A,8.G:0 A,B.0 A.B A k A F A A - 143.0. _A - _ A_ A _ '- _ tS0.0 t50.p A,6,C:D A,B,C A A A > A A 155.0 A.B.0 A.13 A A P A A A 155.0 A A _ _ _ _ _ _ _ 160.0 A R C A, I A A n ..A A - t60.0 A A ANCHORS TYPE LEGEND A 3/e-, CAR8014 STEEL KW1K 13017 T7. EXPANSION ANCHOR Wl' 2 1/7" M-n Et18EDMENT*S 5" Min, THICK. POURED CONCRETE (Cc - TOO DSI) 1/4' POWERS CALK-IN ANCHORS W j 1 1/4' Min. EMBECMENT*TO POURED CONCRETE (f'c = 3000 Dsl) & 316"0-16 !,,ACHiNE SCRFWS C 1/4'ut3/4" ALL, POINTS SOLID-SET ANCHOR:W'/ 716" Miri E:MBE77MEk1*TO POURED CONCRETE (f'c = 3000 pa,) SNSNBTNINbgEE/ 1/4"a-20, 18-6 STAINLESS STEEL MACHINE ,`55 A. Tlyp FLCRCA FOLDING CODE (NOnHigh. VWndly 11-r6C-1 Z,,:,,,)SCREWS ``, 4, t 3,...TiLTECG m� lA U U paanr+a. E.R.L. D SJT6"e ITuj3 sLDEx TAPCON ANCHORS W/ `` Rolling Shutter 5ysiem 7 1/4" Min EMBEDMENT*To POURED _y��l•� ��.,� 4f!llC., -- ,;--- -- EXPERT SHUTTER SERVICES INC. c.tt CONCRETE (1�C = 2Si9 psi) IILM 1ESTiNC G ENG,INCCRiNG COMPANY 1 *.�" 1676$h' 810MONE STPLLT o /STATE QF' _ -G7 i * M'fY". t-mni ttteca6ca;cv^ ••"'G??`+. tuC'E.F7, IJ*j 0-1.0 k EMBEDMENT IS BEYOND ANY FLOOR / CEILING FINISH �s(}�. ,cam i,E,�\� ER-G006)�0 tear i.�xac.r,u ITr:IBn-5':i 5.1 FT z:wo 1�� 15'L':At•+'.�1,�,1.� .c'Fa.�r t a:1fT _ EPEthNfII1iF4N51 SCHEDULE 1a FLOOR TO CEILING(TRAPPED)MOUNTING SCHEDULE MAX. SPAN(ft).FOR END AND INTERIOR.MULLIONS FOR A GIVEN WALL MOUNTING A.S.D.DESIGN PRESSURE RATING(a.s.f.).& A MAX.MULLION MAX..SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.Q. SPACING{ft)• DESIGN PRESSURE RATING(P.S.F.),& A MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(1T) - - - __ - --- - - - - --MAXIMUM MULLION SPAN(FT) UAX A.50, MkIMM 4"x6"xt14"MULLION GI 4-.87x114-MULLION G2 4'x7'xlt4`SH7CK(T'8'FLANGE)MULLION pLy,N wtmauu _ {G4"xS"xl14"MULLI.ON Gt 4"x8'0/4"MULLION GZ 4'z1'x3i3'THtCKDES" MULUON _ ujoN PRESSORE SPSS _ _ _ - _ PAT=' SP _ -- - _ - ...... FLANG;7 MULLION Vin '" '(A) l'•. ORIENTATION Ii " ORIENTATION I2 Q}t ORIEYTATION)Nit ORtENTA1TON 82(Q) ORIENTATION#i ORIENTATION E2( }'f (pa.f.) {R)' OPoENTATION1(°1 ORIENTATION 2(If�Ttt)'t ORIENTATION 01ORIENTATION f2{(}}'l`'ORIENTATION#2(Q}i' END INTERIOR END INTERIOR... END. INTERIOR END INTERIOR .. END END INTERIOR - END INTERIOR END INTERIOR ENO INTERIOR END .. INTERIOR END INTERIOR. -30.0 20'-0' 7'=10' 9'-8'. 7'-3' 12'-0" g'-4' -14"-7' B'-0' 72'-5' 4'-8' 7'-6' 12'-6" 30.0 20 O' - 7'-10.' 0'-8' Y'-3' 12'-0' 9'-4' 10'-7-_ 8`-0- 12'-6' V::Y_ -_ _. ..� _ _. ..-._.. _ _ _. ._ .12._ __ _...-.. ..._. .. _ __ ___ _ 3S-q 20 0' 7•-4" 9'-3'� 6'-9' I1'-5` 8'-B': 10•-0" ?'-7" 12'-6" B'-17' 6'-11' 12"-6' 35.0 20'-0` 7_s' g'-S` 6'-9' 11'-5"M 8'-B' SD'-0' 7_Y -tY-6' 6'-n t2'-8'- _ _ _ _ .- .. _ .___ ._. .. _ _ _ _ 406 20'-p". _6'-t0' 8`-tOC b'-P t0'-tt'; 8'�-7" 9'-f' - 7.-3.. t2.-6° 8.-g. _ _ _6.-6".� _12'-c' --t0.0 - 20 0' 5--10' 8'_i0 6'...a- 16_:i' H`-7' 3'-T- i` 3'- 17 6 6�-t" t2•-6. q 20'-4" 6'_b• B'-5' 6'-e" 10:-5._.._._T-B' 9'-3" 6'-:I t" 12'-6' T 46. -1t' 6'.2" 72'-6' 45.0 20-0" 6'-6' e'-6' 6'-b• 10'-6' 7,-8' 9'-3C 60.0 26.-0'- a'-2' 8'-2' 4'-6' - 9'-ii' 7'_<• 8'-77' &'-.7' 12'-fi' 1'-4" ..... ._5.'77' 72':6'..- ....500 20'-0' 8'-2" B:-2 6--0' SO'-2' 7-4' 8-ti' 5'-S' 72*-6' S•-ft• t2•-e• 59.0 20'-0' 5....__71 i'-P• 5'-9' 0'-0' 6' 8 B'-7' 6'-S' 12'-4' 6'-B' a-T Iz'-6' 55.0 _ 20'-0' 5'-t7' T,-11- S9_ 9'-.t0' 70' e'-T a`-t0"- f2'-a- 5'-T 12'-6• 6D.0 19'-5` -9^ T..-s 5'-6' 8 6' 'b' 4 8'-6` _6'-2" 72 O 6'-a' S'-6' 12"-6' 606 t9'-5` S'-9 .7'-;9' S'-6' 9'-B` 6_74' 8M5' 44' 12 4- 5'-£' 72'-6' ,89.0 18'-a' S'-9 ,7'-9' S'-4' B'-4' 6. t H' a' 6'-2 t1.-f0' B•--a 5'-6 12-6` Fi6,0 1B t' u-9 7'-.9" y'-4' B'-7' 6'-10' B'-5'.- t'-B' lt'..tp' S"-6 - 2' 6' 7D:0 17'-4' S'-9.' 7'-8' S'-a' B-2' 6-J-,._ H'-2' 6'-2` -_1'-9-, 6' ... _5'-6 32_6" 7" 17 4' S-5' 7�^8' 5 4. 9'-8' 6'-14' e'-4' 4'-8'_ t1'-9- 5'-5 72'-6• 75.0 i6'-6' S'-9` 7'-7' y'-A" 'B'-O' 6'-3' _p'-tl ._6-2•, it'-T" 6'-.J`' -6 12'-5` 75.0 16'-6- 7''7' v"-4' g-!'i 6.-50' _ B.-3. 4 8_ 11'-_7' 5'-6 i2•_5_ S-4" _--7 -1 0' 6'-3' 7-10'. 6'-.7" 11,6 6'-1'. 5'-6 12'-4' 60.0 7'-7', S'-4' 9';a' 6'-10` 6'-.3. I1•_6' 9•_t," t2'-4 . T-T 5'-a' 7..9 6_-3' T-9" 6'-2' ii'-5 -6'_3'. _S'S_.. 72„3. .b3.0 1.5-0 9'-9 _ T-I' S_t_.. 8:-3' -, B'-t0_ e'-2` a'-H' 11'-5' 0' 7'-7' S'-5" .,7 9` 6'-4' T-9' 6'-S tl'-5' G'-4" 5-7, .t2:'3 .90.0 14' 2' S'•-t0 7;-7` 5'-5' 9'-} 6'-71' 8'_3' t'-10" le'-5" _ 5' .. 12•' 49.0 13`-5' ✓-10" 7'-7" 5'-6' _.. ._.(i'-5' T'-9" 6�s' 17'-5'. 6.-5' S'-8 72'-3 _956,.. _ }S� :i 5:-TO". 7'-Y s-6' 4•-3' b'-77` 8'-3' _d'-71'- 11--5- i,_-q- 100.05_ 7'-7" 5'-7' 7,9 -., .6'-6' �7'-9' £'-a• w-5'" 6'-6' 6•-9 12-3 _100.0 1?'-9' S'-11 7'-Y' S'-7• _F'�!' 7-0' B'-2' S'-0_ 11'-S" 5'-9 12'-3 T-g' 6'-T T-a' 6`-5' ii5' __ 6_ 5- t2'=3 105.0 12-2, 6.-0 __7-7_.., -_5`7-_. - 3' T-t' 6'-2 5'-t" It'-5' S'-g 72'-3 .110.0 I1'-7` 6'-0' �7'-7' 6'-8' "7`-9' �6'-8' 7'-9' 6'-6' it'-5" 6'-8' .s-10' 12"-3 110.0 ii'-7' 6"-D' ]'-7'� 5'-8' 9'-3' I'_2' IY^3 IIIA_ 6,-9' T_9 5-7 it'-5' S'-1t` 72`-3- 1156 tf i fi-Y 1'-Y 5'-9' 9;_S' T-2' 8.'4 5'm4" 17-5 S'-tr 12`;3 120.0_ t0-8" 6'-1" T-6' 6•'9'w 7_,9' _i7--i D' T-9" 6'-T 11 5' 6''10' EE'-0' t2'_-3 120.0 10. 9 6'-I' T-6' S-9' 9'_3' T-3' 8`-1' - 5-5" II'-5 b'-0' 12'-3 /25.0 tfl'-2' 6'--Z' 1'-T S`-70." 7=10" T-0' 7'-t0' 6'-9' Tt y" T-0' 6'-1' t2•-3 1296 t0 2 6'-2` T-7` 5'-10'� 9'-3' 7'-t' $-d^ 6'-9" 1t'_5' 5'-1' _.- - .. 7'-7' S:-10" ]_9' 7`-D' 7'-9' 6'-9' 15-5' 7`-0' 130.0 9' 10 6':-J 7'-7" -70` 9'-3` 7'-a- B'-3. 5'_t l` T-10' T-2' T-10' 6'-1D` 51'-5" )'-2' B'_2` 12 3, 115.0 4'-5' 6'-4' 7!-T Y-It" q'-J' 7-'i B'-3' 6'-t0' 11'-5' ti'-_' t2'�3 7'-IO` 7'-Y 7`-i06'-ii" tt'-5' _1`_3• G-}" 12-3 140.0 9'-t' 6'-4 7'-7' B'-D' a'_7^ -6` w-3' 6'-11' ii•�y- 6'-3' S2'-3- ._. -._.- .__ .._..._ _._,_O .- .. ` 115.0 B'-fd" 8'-5" T-6` 5'-0' T--9" ,T-a,,.._T-9` _ 5'-1'" 11'-S T-a' 6'-3" 12-3 146_0.__._ .15..:.��'.,. 8'•5' T-6" - 0'-0` 9-3' T-6' B'-2�., 6_11' 1;'-5' 6'-3' 72'-S ._ _ ._ --_- - _ SSOA H-6" 6'-£' '-7- 6'-t' 7` 9' ?'-5' 7'-0• ti'-5' 7'-5'. 6`-4 72-.3 150.0_ H'-5' 6'-5' 7'-7' 6'-t" 9'-3' J'-7- B-?' _ 7'�0' it'_.5• _ 6-a 12..5 7'-6' 7'-9" B'-6' 7'-7' 6'-2 9'-J` 7'-8' B-2 2'--3 1606 8`-0' 6'-7' '_'-£" 6-2': 7-9. 7'-7' 7'-g' -T'-2' -71'-5' 7'-7'- .6'-6' tZ'-3 150.4 B''0' 6'-7- Y-6' ..6'-2'.' q`-3` 7'-9' B' '7'-2, 7,'-5' I MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLOWABLE SLAT SPAN FOR THAT A.S.D DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED #MULLION ORIENTATION.IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT �""-- - END MULLION INTERIOR I - MULLION „punuurq;r F:QRIDA BUILDING CODE (Non Ifigh Velocity flurrcgne Zone) t 2pis I'TrcO rvt ;xwAN pr Nautilus rRE 'te'`_ �4` � `__ _ ��wr pp�� ,� Rollinq Shutter System M -„ULLION SPACING:"S^ _ ... _ 1Lr E' C Od IIIc. OATC I'�1'•. ^S�tp�l.�y(�.yr *? InLW 'IS'-NO 6 ENGINEERING COWM-1 EXPERT SHUTTER SERVICES INC. - !' 'C !' eI>n h. un,•I..0 •S.vI :u .w,S. Jnrt. 169u a'n' HIL Iw•nR4 SIREE! z�b�• Qww'" ORO, moL.n:efu4 wi son PORT 57 tuC,F.Ff 349$a Na mG Nc F ''• .1 FH-0001.719 "lt ta0ot lat-954 Iu.tJt77 >i OfhC N'4 TEC A nUI,Jr PE ',f .,�+e#VDAt1 ,111P41A i- t zst E; 'sKfEt[<pr to SCHEDULE1b SCHEDULE 2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX SPAN tft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.O. A.S.O.DESIGN PRESSURE RATING(D s L)&A 12'-0"MAX.MULLION SPACING(1I1DESIGN PRESSURE RATING IRS F),8'A 12--0-MAX.MULLION SPACING(FT)` - MAXIMUM MULLION SPAN(FT)' MAXIMUM MULLION SPAN(FT) q - - MAX - - y ' GE)bUiON ©4"x6"x1/4"MULLION 4'x8'x 114'MULLION G4'xTxi/4',THICK©4-x6-xT/4-MULLION 4"x8"xl/4"MULLION 4"x7'xl/41HICK(3t6'FLAN ASA G DESIGN b1ul0iMULLION 5AACM FLANGE)t4ULLICN twORIENTATION it f� ORIENTATION Y2(Q) ORIENTATION it (#t ORIENTATION 12(0)t ORIENTATION#I O=Pt ORIENTATION 92( ) �'•'I') (R) ORIENTATION 11 •t ORIENTATION 92( )t ORIENTATION 1 �)t ORIENTATION 12(Q)t ORIENTATION 112 Qt END INTER, END INTERIOR END INTERICR ENO INTERIOR END ENV INTERIOR END INTMIOii END INTERIOR END INTERIOR END INTERIOR _END. INTERIOR J0.0 iZ'-0' 11'_7 1T=6 9",fi` 12'_6-' 1.''-6- _ 1?'-.0_- 10'-7- 1?'-`6- - 12'.-6' -11'-3' 12'-6.`, 3010 12_0• 9•-9` t1'-6' 9'-9' 12'-6' 12'-6' 113'-7' 1Y-6` 11'-J' _12'_6' 35A 12•-0' t0'-7" 10'-tt• 9'-7' 12'-6' 12•-6 il'-il-.- _t0._O_ 12--6" -12'-6', _ 10�, 12'-6' 33.0 12'-0' 9•-2' 10'-/i' 9 2` _ice 6 12'-6 11'-tt" 1W-0' 12-6* 10-4' 12'-6' -__- ___T - _ ... -.. .. _._.6 40.0 12'-0' q.-10" ,0'-5' 8 9' 1?'-6'._ It'^d' tl'--' 9'y6' 12'-6'. 11'-10' 9'-7 12'-6' s0A 12'-p'.- d,^9'...-10_5'. _10-5- Y-6F I_Y 6' 11'-6- t+_1' 9'-6' 12'-6" .9_-7_ 12'-6' 46A ti-0' _9'-3' S0'-i` 8-<' 12'-5' TO'-11' iV-/i' 9-1, 12-6 it'-2` g'-0 12'-6" 430 t2'-0' 8'-4" i0'-7• 8' 4' t2'-5' SO_-ti- 70�ti 9�-t'- -l7'-6' 60.0_ tY-0', 6•_9' _ g'_e• _dot• 12•-0- 10',4 70'-7• 1_-9' 72'-6' 10'-7' 8'_6 12'_6' 300. ..M12''C` 8•'-I`_.' 9''$ _ 9^t_„-.12-0'_ 10'-4 t---- 8�9�__ 72__6' - -- 53.0 12'-0" d•-4' 9'-5•' '7. 10' -Ti•-8 9j-10' t0'-3' 6'-6'; f2'_fi- !0'-O' E'-1' 12'-6' 55.0 12'-0' - 7'-/O' 9'-5" 7. 70'' TI' 8' 4'-tO'_ LO'-3' d-6' i2'-6' 8�,�i' i2�6• v. _ _ _ _ _ _ _ _ - • ; _ -._ _ _ 80.0 12--0' 8•-D' 9'-2' T-6" I7'-4' 9'-3' 9'-It' 8'-3` 12'^6' 9�7` T-9' 12'T6' 60.0 i?'-0' T-6' 9•-2' T-E' It`�4- 9'-5' 9'-11- e'-3" 12'-6' _T-Ji. .. ._ _-.._ __ - _ _-_ _. _.._ .. _ ., _ _ _ _ - - - - B3.0 12'-O' 7'-8' 9'-11" 7'-?` f1'-0' 9'-1' 9'-8' 8'-0- 12'-6' 9'-3' 7'-5" 12'-5' 85.0 12'-G' 7'-I' 8'-71" 7'-2' 11'-0' 9'-!' 4'-8" d_-0- ,2'-6fiT 7'-5' 12'-6' 70.0 i2'-p` 7'-4' $'-8" b•-11' 10'-S' 6'-9" 9:-5' 7'-10' 17'-6' 8--11' 7'-2• 12'_6: 70.0 72"-0* _6"_ii" 8•-B" 6'-II' l0'-9' 8'-9' -9'-5" 7'-i0` 12'-6' 7'_7_ _75,0 1l-0' T'-1' 8'-6' _ 6.4 10'-0" E'-5•_ 9'-3- 7'-8' 17'-0' 8'-7' 6•-II 12-6' 75.0 12• a- 6'-8" 8'-6• 6• $- 113'-fi' 6'-5'_ D_3' 7•-0" 800= _12:-0' .6-1t _ _8'-4'- _6 51 _70`-__ 8` 9'-0' _ 7'-5' .2-6" _ _-8'_a' - 6'-8-'- 12'-6t-_ 130.0 ';12--0' '6•-5' 8`-a'--6--5' 10-3" 8'-7' O,-O" _ _'--5` "12'•6- _ .. 6' 1' 9'-9' 1'-II' e'-10' T-2' tl'-6• 8'-1' G_-6 t2'-6` 85.0. 12-0 6'-3" d-Y 0'-3' IO'-1' 7'-II' d'-10- 7'-2- P0.0_-_./_0' 6,8' $ 0 5-1' 9_-2' 7'-0' 8'-8" 7.-0" 12'-> _.7'-10" _, W-4... 22'-6' POA /2'-C` 6'-t_. 8:_4' t 9' ii•.. 7'-B' 8'-fi' :'"-0' 12• 5' P6.0 t2'-0' C-4' T-f0' D•-tt' .8'-e' -a' 6'�,,0' 12-1' T-5" _ ti'-7" 72'-6" 83.4 12'-d' 5'-t 1' 7-1p '-n' g'-8' ' T-6: _._ 1000 12' -0' $'-3' _6'-8' 5_-9' 9'-7- 7'-i- d'-5 5'-6` O 105.0 17•_0' 6'-.p•... .7'-7".. 3'-FS 7'-M1O' 6 •-8' 7'-56' G-6' il'-O'" ...6•.-e`' S'-10' 72'-4'- .i 135.0 12'-O' 5'-8' 7`-3' d'-FJ- 9'-d' 7`_1' ' S'-3" 11'-6' SCHEDULE 1b' IEIMITED LOAD MULLION SPACING&SPAN INSTALLATION} - SCHEDULE 2b' ILIMITED LOAD MULLION SPACING 8 SPAN INSTALLATION) WALL MOUNTED MAX SPAN FLOOR TO CEILING(TRAPPED)MOUNTED MAX SPAN 00 FOR END&INTERIOR MULLIONS FORA GIVEN ASD DESIGN PRESSURE to s I I AND FOR T2'-0'(CASE 1)&JS-O'(CASES la&11)1,11"MULLION A.S D DESIGN PRESSURE RATINGG(p s tI.AND FOR i2'-t?"(CASE ti 8 6'-D'(CASE III MAX GIVEN FOR END&INTERIOR MULLIONS FOR SPACING(h1' MULLION SPACING(h1 MAXIMUM MULLION SPAN (TT) MAXIMUM MULLION SPAN .. (FI) I4Atl wx. G 4'x6'z Va`THICK G1 t'z8'x Vt'THICK G3 2'x7•xll4'THICK A.S.Q. :G t'z6'xtJt'THICK Gt '4'li6'xtl4'THICK G3 2'zTx174'THiCY. D- sumi m DESIGN MULLION MULLION btULUON ORANGE) CJs I� W pN IAULUOFJ - ;liULlt6ti - 4FtJWG,_MULLION RATING SCACWO r,A'qM 11•pNATIOV 1" IDTU0 h bT6T.w-"1,CMEVAII N 1' wrATcq l+PD(fATM 1. GISFS PAM S("). RI?!lA7CN 1)pR6\1AIGN/' �NlIpLN 1;GRS1fA1IVl 11�ERu1'OM! IDJTAtJRN!+OF4°,11TATI0Y 1 {�� (yac) fN)` �It of #=t �4t (QN �t (Q)t END /•) END (Q)# �t �t (Q)t fi TERI END INTERIOR E1:0 INTERIOR IVTERIOR_ END 'INTERIOR - MULLION ENO INTERIOR END .IN1£kgR INTERIOR END INTERIOR `J� ""____.. 1 300 i2'-0' - _i2'-6' i2•_6. 12•-6" 12._¢'_ _ it._0' 30.0 12'-0• - 12'-6' '2•16' t2•-6' 12'-6' - il•-0' -- _ - .__ -- - - ^ - -- 35.0 II'-0" - 12'-6' 12,-§, 11' 11' 12' 6' - it'-0' I _- 350 12'-D' - i7' 6' II'-6' 11'-II- 12'-6' - 1:'-0- 40.0 12'-6' tI 8 It ♦ 12'-6' - n'-O' ii ! ; 40:0 _ tt.-0' 46.0 12'-0" - 17'-`it0 It' t0'-i i- 11' 6' - 1,'-0' +'• I - I 46A t7'-0' - t2'�5` 10' f0-+" 12 rb' 1•'-0' f )NIFRIOR �'�[ 50.0 ,z'-0' - 12 0' t0' 4 10-T t1'-6, 300 12'-0" - t2•-0" tp-4- iG-T" i2'-tr,' 53b12'-0. I I"-B' 9'-10' 10'-3" 72'-fi' 11'-0" I�;._. .I MULLION 53.0 12'-0'_ - 11_-8' 9'-IO- tp'-}• 12'-6' 84.0 12•-0' - 1 t '-4' -9•-5' S'-tt' 17'-#i' - it'-0' I - �I 80.0 12 0`_ _ I1 4 -5' 9'_ll" l2•-6' -_ - :1-p' - 669 t7_q"._ - it-3 s'-4'. -9'-tt" 12`_6' n'-0' 11'-3' 9'-4' 1 9'-11' 12'-6' - - 11'-D` -" +'- -- 30.0 tl'-0' 12'-6' t2'-6' tT-6' 1?'-6" - _ - --. P'-0` - 0•_0' D' 9'-D' 9'-0' - 9'-0' .._-v. . s,r_ S•' t `5-... _ 33.0 8'-0' - 9'-0. x_0. 9._v" 9.-0_ _ y._0. 3S0 d'_0'_ - 12'-6' 12--6' tY-b' 72'-6• - it•-D' - .. 40.0 d' 0' - 9•...p� •-._..._ 40.0 B'-o - T-6 z-6 u 6 r-s _p MULLION SPACING:"S" _ s•-0, 9-D' 9-0• 9-D 4S0 e.-O` .. 12'-6' t2'-6' 12'-6' 12' 6" - ,i'-O' 43.0 e'-R" ___ �9•-O_ _9'-0- 's'-O- 9'-0• q'- GSE❑ --.- '--- 50.0 B'-C' - 9'-0' 9'-0' 3'-U` 9'-0' 50.0 8'-0' 12.-6- 12'-6' 12'-1' 12.4' - 11'-0' ...- - ..- 55.0 8•-0• _ 12.-fi: i:._6_ •i. R. ..-72'-6" - 63.0- 6'-0" -. g..p• 9--0- -y_p.' g_O. _ 9. a• - - -- 'MAXIMUM(BULLION SPACING SHALL BE SUCH 60.0 B'-0" _ - 9'-0' 9'_0• 9'-0' S-•-0" - 9,: BOA B'-0' - tY_,p• t7'-2• tt'-d" t2'-I' - t!'_p• fASF:II• _ eQ9 b'-0• 15•-0, .Iz'-o' W-4• 12•-p' r-a' THAT MAX. ALLOWABLE SLAT SPAN FOR Tt1AT �.e E'o" h'-0' 9'-p 9_0' 9'-0 9`-0' 9'-0- 9`-D` s'-o" - 9`-0' DESIGN LOAD SHALL NOT BE EXCEEDED 7oD $•-a" - _s•_D' 4:-0- g'-O' 9'-0' 9'-o' 9'-O_ 9.-0;_ _9�0" - 9'-0' �6�0 8'-0" 9' D v'-0' 9,-0- 9'-0' _ _ 9-0- 40.13 870 - 9--0' 3.-.0' ., 5'-p' 9'-p' - .. - 9.-0r t MULLION ORIENTATION IS AS SEEN FROM THE d°.0_ _.$' o' - s' 0 9._13, e,-g. s.-,0. __ 80.0 e'_0' - " 9'^0• 9-p• 9 q 45.0 $'-o' _ y-a- 4'-0' 9'-0• 't•-q` - e•-0' OUTSIDE(EXTERIOR)OF PRODUCT - 50.0 di4' - 9--0- _9'-0' 9'-D' 9•-0' - 9'-0' 400 $'-O' - 3'-0- a'-0' _Ti�O' 9'-0' - 9'-p•_ 9._0:, - 9._0. _95A 8'-0' - 9'-0' t'-0 �.-p" 9._a. _ 9;0, CA4'EII 80.0 8'-0' _ 9•_0' 9'_13' y_p• g'_0' _9; `ANx�1Qli}?'�/i/ff,A'w 100.0 d'-0' O , 0• g-a- 9-a _ g-0+ t 83.0 d'_p' - 9••0` a'-0 9'-0' 9^0' - 9•-0` •tt L FLORIDAJBUILDING CODE (Non High 5'nlptity Ru,ticpne 'Lone, 700 8 0' - 9 D' 9•-0' 91-0* ..v-_0- - 9 0 750 a.--O" - 9 0 9-CJ_ 9 0 9 0' - 9 0- yi v\ aS�'• •.' (� /ry I [�:.fry ur -800 tl 0' - 9 0' 9 0' 8.9 9-0' 9 0' ��f a u t I I u S F.R.L ....BSA 8-5"eo.o 6' 90' E ''• 8 ' 0" N � _ s Rotting Shutter System -p' 9-0 9-0 ss.o d'-D 9:_64- - 9,-6- 9,-C, -o s'-c' _ � EXPERT SHUTTER SERVICES INC. 100.0 8' a' - 9•-0` )--' 7'_13' 9' p' _..- 9'-D' `�•'• JI, fA.;.yr )rtl^T FSTitiO Y ENGYt�f NAlw.xvOUPANr Ir' I/ ,J rl•++..r.. .r. a> 16.E S'N_5it.'u7uC SicLFT 4.9 /� :ff7� .ter I`C-T S: -tJC.e.FL 3-964 NOTE USE 9.0"IF ANCHOR CONSISTS OF HILTI,INC HUSH SCREW OR POWER FASTENERS. ~!+��:/. (ORO� c4 i-•-u 41<co0ac'ccr. .l,test T,1_.,�,r.,/A+.ctn}an-cssc ORAwa+c x, WEDGE-BOLT ANCHOR.SEE SCHEDULES 1&20H SHEET ICA ' CCS'•.• t9-xd'+eTt9 -;y- {1�y�-•'A A4LTLu A IIII-1 Jr 11 n._ it 0 441t7 _ . 5II(El 2"01 21,i N. 9 SCHEDULE 1c SCHEDULE 2c FLOOR TOCEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN.(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONSFOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s-f.),SL A 7'-4"MAX.MULLION DESIGN PRESSURE RATING(P-S.F.),& AND'7'-4"MAX.MULLION SPACING SPACING(tt)A (FT)` MAXIMUM MULLION SPAN(1'T) - MAXIMUM MULLION SPAN(IT) UA)t MAX. ASA. ASD: D�SIGt�t >� �4"x5"x114"MULLION G7 4"z8 x114'MULLION G2 4'x?'xlf4'ThfICK{1B•FLANGE)MULLION �>�� M ©4"lc6"x114•MULLION G1 4"x8"x114-MULLION G2 4'x7"x1!4'THICK PREsSM RAnN0 SPACM _ _ _ - - _ RATING. S?� - _ALION FI11NG tr1ULlIQN _ ORIENTATION ai pR1EN7AT16N•t�2(Q)1 ORiENTA7tON.tt ti*tj ORICNTAi10N 11(Q)1 DRIENTA710N#1 r, OHtENiAT10tt�Z(Q) �-''T`� (ft) ORirNTATtOt7+�1. •fOR!£t{fAT10N 02:(Q),1' pR1ENtATiON pl ORICNTATiO.Y 62(Q)1'-ORIENTATIOt1 X12(Q) END' INTERIOR END INTERIOR END;: INTERIOR END INTERIOR:: EM10 ENO .MER{. :.ENO INTERIOR Et:O INTERIOR END INiCR!OR END 'IN7ER10N CND INTERIOR .30.0 7'-O' 12'-b'. 7?'_=6'-, 12'-6• 52 6 ,17'67 12`6' 12�-5 ___2 7?`^6' 12-6- t?-6'_ ,,111.0._. _.7' 4 72'-b' _12'-b' 12'-6• _ 72�-6_ 2',-6" t2'-6' 7y'-6' 112-G- i2'-6' .35,0 7'-0- 12_6` 12_6•.-_ _1'-.6• 12'-6- 12'-6• _12'-6- 12'.-6' I?_-6' 12'-6' 12'-6` 12`-6' 35,0, 7' 0' 1?'-6 12'_6', 12_`6' 12_;6' 12.'-B` 12'-6• 12'-6' _12 6 _12'-6 12'-G' i0.0 7'-0' t2 _ '-_5.._ -12'_-6___t2'-6_._ _12'- 12 _fr' _ '-6_ 12'-6'_ 72'-6'- _. 12'-6'- 14:_6"_ t2'.6' - 40.0.. r ? 1_2'--b' -72:-E•� .12°-G• -.12•-6__ _72'-6'-_ 12•-6"_ -72�•b' ;?•-8• t2'=G'_ _f2.-b• _ -_ _ _ _ 15.0 !-O' .12' B. 12'-0' 12-8- 12' 6' 12'-6' 12'-x`,_ 12'-B' 1"_-6' -12 12'-6' f1'-6• 45.0 7'-0' 12'-5• 12'-p' 12'-6' 12;-6' 12_-•G" 12'-G' i2'-6• 12'76' 12'-6' tY-b" 50.0 7 U' 12'_6 7t'-7" 12'-6' 12'-G' /2'-6' 12'-5' _72'-6' 12'-6' y 55.0 T-0' IY-8' 11'-3' 12'-6' 12'-6' 72'-6' 12•-3' 12'^6' 12'-6' 12`-6' 72'-6' 12'-6_ 55,0 7'-0' 12''E il_J_- 12'-6' 12'-6` 12'-6Y. 12'-3' 12'-6" 12'-6' .12'-G' 12'-6- ';'7 5' 2'-6- 12'-6' 1'.1'-_1 t' 72'-6' 12'.E' 12'-6___.___12'-6 71-E' •/14A - 2'-0' 12'-6'� 10^-11" 11'-fi• 12'-8" 12'-6' t1'-tt•_ 12'-6' _ 12;fi' 12'-fi__ t2•-6' 12 7' 12--6 12-6-6' 11'-7" 12'-6' 12'-6" 17:-6_ 72',6' 12'-6' 65.0 7'-0' 12'-6" tp'-d' - 12'-t' 12'-6' 12=6' 11*-7• t -6' 12"6- 121-6' 12'-6' TOA 7'-0' 12'-5' 14'-5' i1'-G' t?'-U' 14'-6' _ 11'-3' 12'-6' 12'-6� 12'-6' 12-6•._ 12'-6' 70.0 7_0'„ 12•=6 ip_-5' 71 6' 12'-6• .12'-6' I.'-3• 12'-6' _12'-G' 12'-6' 75.0 7'-D' 12'-1' f0'-2` 10=ii' 12'-G: 12'-h 11'-0' 11,711' 12'-c' 72'-b' 12'-G_ t2'-G' _ .TSA.._ _?_0' ..12'7' 1D'-2' 10--:11- 12',-6- 12'-6' ti'-0' 1t'-1:' 1T_-6' 12'^8" - 12'-ti- 80.0 Y-0' :11'-6' W-il2'-,6• " 10_6' 1T-4' 1?y-_G' f0'-10 1'-5' _12'-6' 1f I11 I-"' 12'-6' 80,0 7'_lY 11'-6• 9'-f l' W-6' 72'-¢' 12'-6' 10'-10' 11'-5" 12'-6' 11'-11- 12'-6' 1' /2'-G' FO'-7 t+-0' i1'-G" 72•-6' 17'-a" 12'-6" 65,0 7'-0" ii_-�' 9'-9•_ +01-2" t?--t' i2'-6' 70'-7' ii'-4' 12'-6" tt'-4• 72'-b'� Po.0 7'-0' 10'-7" 9'-7' 9'-10" 11'-10" 12'-5' I0'-5' 10'-tl' 12'-6' 12'-7' 10:-7D' 12;-6' q0.0 7'-09'-7•_ _9'-IG' I1'-10•, 12'-5' f0'-5' 10'-8' 12'-6' ,.10_10_ 12'-6• 95.0 7'-0' 70'-2' 9'-5' 9'-b' ti'-7' ii'-ii" 70'-2 •.0',-4' 12;-G,._._ 11'-5 _ _ 10'-5' tT'-G' _p5.0 1'-4" 70'-2' 9'-S� 9'-6' t1'-7' it'-11' 70'-2" t0'-¢" t2'-6' 10'75' 12'-6` 100A 7'-0' 9' IU` y'-J' 9'-S 11_5 71'-6' f0'-0' tp'-I' 12'-G` 11'-5' t0'-I' 12'-6' 100.0 7'-0' 9`-10` 9'_3' 9__J' 11'75' It'-G' _ IT-0' 10'-1' 12'-6• 10'-1' 12'-6' 105.0 7'-4' 9'-fi' 9'-1' 9'-i` it-3' it'-2' a'_40' 9'-10" 72'-5" It'-1' 9'-fl' 7Y'_fi 105,0... 7'-0' 9'-G' 9'-!' 9'^1' t1'-S' it'-2- _ 9_-t4' 9'-70' 1?'-6• _ _9•-8_ 12'-6" 110,0 7--o- 9'-3' 8'-11' (3'-lo" II' 14'-10" 9'-9' 9'-7' 12'-6' 10'-9' 9 5' 12 G _,LLQ4, T-0' 9'-3'_ d'-il" B'-+D' 11' 1• - 10'-f0' 9-_9' 9 T 12'-6' 9'-5" 12'-6' 115.0 _ 7'-0' 4.-0' B' 70`_ d„_-7- 70- ?1' t0_-T 9'-7' 9'-5• 12'-6' 10`-5' 9'-t" 12'-� 11 i0 _ T-0' 9'-0' 8•-10• t5'-7' iD'-11' 10'-7' Fm �9'-`i 12'-E' 9•-1- 12'-E' 120,0 7'-0' 8'_9'_- B•-8' _8' .`+' 1 -5` - 9'-3• 12=6' 10'-2' 9'-1O" 7?'-6' 120.0 Y-0' 8`-9' 8'-8- 8•-_S'_ 70'-9' 70'-3' 9•-5` 9•-3' 12'-6' W-10- 125.0 '-10'125.0 7'-0. B'-6' 8'-7' 8'-2' 10'-7' i0'-0' 9'-4' 9'-1' 12'-6' 9-,1' 8-7` 12'-6' 125.0 7'-0' B'--6' 8'-7' e'-2' 10'-7' 10'.-0• 9'-4' 91-1• _12'-9B'-7' 121-6' 130.0 7'-0" 8'-a' 8-5' 8'-0' to'-6' 9'-9' 9-9' 8'-5 t?'-G" 130.0 i'-0' 6'74' 8�-5 8'-0' t0'-6' y'-9' 0'_2" 8*-11- 17'-6' 8'-;i t2'-6• _ 133.4 7'-0` d'-2' d'-4' 7'-9' 1D'-a' q'-7' 9'^I' B'-9' I?.'-E' 9'-!, P'-7' 12'-6` 135.0 7'-0' _8'2'.._. -y'.,!_.....». 7'-9' 10'-4' 9'-7' 9'-I' 1i0.0 7'-0• 8'-0' 8'-3' ''-7' /0'-!' 9'-s' 9'-0' 8'-1' 12'-G' 9'-¢' 8'-U' 7T'-E' 140.0 7'-0' 8'-0' 8'-3' "-7' 70'^3' 9'-<' u-ti 8'-7• t2'-G' 8'-0' 12'-6' 115.0 7'-n" 7'-t0' d'-2' 7'-5' 9'-9' 9'-2- 8'-10' 8'^6' 12'-G' 9'-?'„-_.• ., 7'-10' IT'-6' 1A3.0. T-0' 7'-10' tl'-2' 7'-5 10'- 9'-1' B'-10' e'-6' 12' 6' 7'-10' 150,0 T-O- -B 8'-7' Y-a" 9_ 9'-0' 8' y' 8'-¢' ±2-b' B'-1L' - Y-8- 57-6' 550.4;. - T-0'. T-B- B'-1- 7'--4' 10'-0- 9'-O' 8-•-9' 8'-a' 12'-fi' T-8• t_?'-b- __ .. -_ ...__.:. _ .... - 155.D 7'-0` 7'-6' 8'-0' 7'-2' 9'-7,' 8'-10' A'-6' N'--J' I7'-5 8'-9' 7'-,6" 11'-6• 155.0 7'-0' 7'-6" B;�G' 7,-7' 9'--10• 8'-10' B';-8" 8'-J' 12'•-5' 7'-6• 12' G` -_..-. .-_.. .-_ _ __._ .__._ `-- 160A 7'-0' 7'-4' -:i" 7'-D- 8'-t4'. 8'-8' 8'-7" 8'-I' 12'-2' 8'-8' 7'-5-- 12'-6' 180A 1'-0 7'-4' 7'-7l' -7'-0° 9'-g' 8'-8' 6'-7' - 8--1' 12'-2` 12'-6' MAXIMUM MULLION SPACING$HALL BE SUCH THAT MAX At LOWABLE SLAT SPAN FOR THAT A S t) DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT END MULLION INT[R,0R MULLION 1tylNHurl Ulugtp - `,�t+.<Fl�'•TI�t��'tL�i FLORIDA BUILDING CODE (Non Nigh,Velocity 8otnconc 'Lone) .•��ENS� '•. : 'sem' a;s n+too sNc I u S N a u t i f.q.L. MULLION SPACING:"S" ® Rolling Shutter System n,rlcr *, �iLTE C - 1Nc EXPERT SHUTTER SERVICES INC, DATE *•, = T,LUT SCSiiNG 6 {N61N{{RING COMPANY '-rJ[TTh,..,�✓Q{7 � • St" 1u71>VI FIl I4pN1 $iR[[f :�q - a7,n1C wC(I`� r•..-. li-°1a(r.>u;_cc�.e.oS,Y,n..y,• PORr ST. LUCIE.VI y -'4;94 t17)b,.m, Oq.",G nv O''•. IOP( ♦ 6 t, nWul A4'57 "RCkI :4 01],. 11111 V�