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HomeMy WebLinkAboutProduct Approval RECEIVED JUN 2 2 7616 :!n?i .d BUS Home Log In User Registration ; Hat Topics Submit Surcharge I Stats&Facts ; Publications FBC Staff j BCIS Site Map links I Search Mda Revd t fn l E'06es Professi I *USER; Product Approval Public User 'Regulation Product Aoorwal Menu>Product or Aoolication Search>Aoolication List>Application Detail o'A,�>' FL# FL12246-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 01 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 C 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 12/31/2016 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES INC. NAUTILUS ROLLING SHUTTER SYSTEM C.I. DRWG. 15-071.odf 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 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 Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System 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::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Cooyriaht 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: ® eCls' M Sl:1:Ut'tZYA4x-f`81C7i' GENERAL-,�0 ', B.ANCHORS SHALL BEANSTALLED FOLLOWING ALL OF'THE REGOIAMENDATIONS AND SPECIFICATIONS:OF THE hYCNOft"S MANUFACTURER. i. t14MLUS ROLLING SHUTTER SYSTEM SHOWN;ON THIS PRODUCT EVALUATION DOCUMENT (P.E:O.)tt4S BEEN 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS.SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR.COMPLIANCE IN ACCOROANCE.WITH THE 2014 (5th EDITION)OF THE FLOaRIDA UO.O.ING CGDE, -3/810x1 1/4: CALK-INS MANUFACTURED BY POWER FASTENERS. INC, NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT SE:INSTALLED'AT HIGH VELOCITY HURRICANE-ZONES(MNMI-,ADE: -1/4.40/4'SOLID-SET LTANUFACTURED BY ALL POINT,INC. /BROVNRD.COUNTIES), -3/8"0 KLYItS-B.OLi TZ.MAtaj1F"ACTtiBED-BY MITI,INC.- DESIGN WINO:LOADS SHALL.BF.DETERMINED:AS.PER SECTION 1609OF TIE:ABOVE MENTIONED CODE, -5/16'1 TAPCON MANUFACTURED DY TfW BU0.DFX, INC FOR A BASK WIND SPEED As REQUIRETt_BY THE:JURISDICTHES ION WHERE TE:SHUTTERS WILL BL INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL Or AS INDICATED'BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALITY FACTOR K° O B5.USINI'ASCE 7-1 o FOR INSTALLATIONS UNDER 2010 For EDGE DISTANCE-AND EMBEDMENTS ARE BEYOND ANY'FINISH MATERIAL AND SHALL NOT EXCEED THE MAXIMUM (A50)DESIGN PRESSUITE RXIINGS,iNDICATED ON SHEETS 15 THRU'1B k 20 1FWV 26. - FJABEUGROU IN ORDER TD VERIFY THE.ABOVE CONDiTioN ULTIMATE:DESIGN;WIND LOADS.DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO ASA.'DESIGN WIND LOADS BY MULTIPLYING'THEM BY 0;8_;IN ORDER 40 10 ANCHOR SPACING R 1009 EDGE DISTANCE 1009 CONCRETE CONCRETE. BLACK TO COMPARE THESE W/akk(XS.D)DESIGN PRESSURC:RATiNGS:INDICATED ON SHEETS 15 THRU'16 j&-20 1HRU 28. 3/8 0x1 1/4'CALK-IN 3 3/4' 4 i/2' 1 4/4'(3001)psi) NOT ALLOWED. 1/41193/4'SOLID-SET Z. 3' 7/6`(3600 psi) NOT ALLOWED 2. IN ORDER'TO.VERIFY:THAI COMPONENTS AND.ANCHORS ON THIS PED AS TESTED WERE NOT OVER MESSED, J/B"A'KYTIK BOLT T2 9'' 4Y 'L i/2'.(mo0 Psi) NGT.AU.OWED' 'A 33X,INCREASE IN ALLOWABLE STRESS FOR WIND:LOADS WAS:: USED IN'THEIR ANALYSIS:FASTENERS g/1B P 1'APCON%L 3 JJ4" 3 1/$" 2 1/4"(2899 fisi) NOT ALI:OWEI). SPACINGS'To WOOD'ItAVE BEEN OEW.RMINED M.ACCORDANCQ.WIIn NOS:2012, NAUDt.U$.ROi,IJNp$HATTER.SYSTEM'S ADEQUACY f.OR IMPACT.AND CYCLIC RESISTANCE(1A5 BEEN VERIFIED-IN 10.ANCti0R5 REO,UIREO FDR MU4UON:CONNECTIONS SttAll.BE AS'SRECIFlEG:ON APPLICABLE SECTIONS SHOWN ON.5HEE:TS TO, AC OW WITH SECTION.16091:2 OF ADEQUACY M£NTIDNEO CODE AS'AMERICAN TEST LAB OF.SOUTH IOn 1I TTA 12 T2A 13 Nz 1'SA FLORIQA. REPORT pp 103U:0f;-0B AS PER ASTM E.191)6 OSC 1888-OB ANDk 330 STMIOMOS,.DIIAUAING INSTALLATIONS FjOIF'WINp ZOLNES 1 2,'3& 4 L9SS1tE IYP�D ANO ONLY gCpGCABI£7.0 BASK PROTEG90N' =iSWIK BOLT TZ,EXPANSION ANCHOR MANU F1#�GTURED:BY NILT4 INC. INSTALLATIONS,AS DEFINED BY'SECTIONS 82:1-,(,8,2:1 2.AND B:3 qF ASTM E 1988 .,£fi.SHEEiS 19 h 20 _HUS'-H SCREW ANCHOR MAINUMTURED 9Y Him.INC. FDR!¢7U"NIAL.: MRATiONS. -WEDGE-BDL7 ANCHOR MANUFACTUREro.BY POWER FASTENERS, INC, J.ALL ALUMINUM Emostt7N5 SHALL:BE 6083=1`6 ALLOY OMLESS OTHERWISE NOTED)]SEE SHEET'2, MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE-MENTIONED ANCHORS'SHALL BE AS-INDICATED BELOW OR Al ABDVE"ME.NNED SHEET EDGE DISTANCE AND EMDEOMENTS:ARE BEYOND ANY FINISH MATERIAL.. 4:,ALL SCREWS..EXCEPT 3Q RETENTION'SCREW:(�C)TO BE STAINLESS STEER;344 OR 316'SERIES WITH 50..ksi:. EMBEDMENT 0 100% YIELD STRENG _:AND 9 W TENSILE:STRENGT�H1.R CORROSION RESISTANT 0OATED CARBON SIM AS PER DIN � GROUT FILLED ON 80016,AL.L'SAS:ARC TEK-SCREWS MANUFACTAED.AY TW.BUILDE%&SHALL COMPLY W/FLORIDA BURRING ANCHOR :SPACING�.1`007. EDGE DISTANCE*1009 CONCRETE; CONCRETE.BtOGjE+ CODE SECTION 2411,334: 9' 4 3/4'(J000' sI) NOT iiiiAlE0 5:BUTS'TO.BE ASTM'A-307,'GALVANIZED OR AiSI.04 OR 318 SERIES STAINLESS:STEEL WITH:36 k°I'MiNIMUM 1/2"p I(.K HOL'C,TY.:. 22 1/2" 741127. 3 4 I i YIELD STRENGTH, 3/8`0 ICNIK BOLT.'TZ 6 3/B 'L �(3D00 PSI)' NOT ALLOWED' r 3/8'1 HUSH SCREW; 4' S' 2 (3000 PSI) NOT ALLOWED B;fUICJTIL4/S ROLLING SHUTTER SYSTEM'BEARS U:S.PATEtNTS A6,D96,228 AND Q7;4D9,AtNI. 3/8'p WEDGE;-BOLT 4 i%2" 4 11 7/2 3000 PSL) NOT AiLtjQtED .. 1/2'o 16S R$tRfW.:Nt 14fofCi.;�tT B' 6+ >3 '0bD.,RSL; NOT.ALLOWED 7, ANCHORS'70'WALL FOR.(IOSIDE'RAIL SfW.L BE AS:FOLLOWS: '$/B'b.BUS.N SCRtA':CR '80IT 7 T/2' 1 1/2' 2 1/k` 3001)PSI NOT ALLOWED f (A) TO H%ISTINO POURED CONCRETE-MIN.3000 P•s:i.COMPRESSIVE,;STRENGTH. 11.THE NNS1Ai Lk710N CONTRACTOR I$1`(Y SEAL/CAVtJG 76,L.PRODUCT COMPONENT EQCE`u WHICH RStMIN IN coast 0008.CONTACT WITH THE BUILDING,3 6 0 TAPCON XL ANCHORS A$IdANUFACTUBED NY:ITW BUIt.OE%; WC. TO PREVENT WIND(RAJN INTRUSION CADLit AF3D SEAL,PRODUC.'T TRACKS.AL.L'ARQIIND Fi)l.L LENGTH: -3/TT 0 KWIK:BOLT 3 ANCHORS A£.MANUFACTURED 0:M611,IND: 12:B':SHML BE.THE RFS,f?ON51DIUlY OF 1HH.CONTRACTOR TO VERIFY THE.SOUNONCSS OF THE STRUCTURE WT1ER@ FHOQUGT 1'.i'1`0.BE"ATTACFIEO TQ r A.1j MINIMUM EMHEp'FOR gD/MEN[.INTO POURED:CONCRETE SHA/LC,ti£: INSURE RROi'[R'ANCHORAGE,THIS:PRODUCT SHALL ONLY DE ATTACHEO TO CONCRETE;CUNCRETC BLOCK ON:woo.FRAME.HUILDiNG� SPR NOI EAiBEOMENf INTO STUCCO SHALLL E V NSIDFI{ED A.SO PAtfi$UF THE REQ IIRF.O EMBEDMENT. 13.THIS PRODUCTk 13OLT'3 ANCHORS. 'S INSTALLATION SHALL COMPLY.WRH ALL-SPECS INbICATFA IN;THIS.DRAYIINC PLUS ANY'BUILDING AFI,ZONING ftECULA ON. OVIDED ,BY THE;JURISMOTTON WHt'R.E PE910 I$APPUEO TO. A.2).MINIMUM EDGE D!;aTANC£(ED .INTO:Pouked.CONCRETE SHALJ.:BE_< ta.IlE7WG MECFIANLSM NOT-PART OF THIS MPRGVAi.. 4`FOR':4�/1VOL TAPCON XL [HORS&5'FOR 3/6"1 KWIK BOLT 3 ANCHORS; EDGE'DISTANCE.IS BEYOND ANY FINIS}N AiATERtAI. 15. ((°),.T'HLS,P.E:D,PREP10ED BY THIS ENGINEER:IS`GENERIC',AND DOES NOT PROVIDE INFORMATION'FOR A SITE'SPECIFIC:PROJECT:ix;WHERE THE SfTE AA)'IN WE THAI PREGAST'STONE,:PRECAST CONCRETE OR BRICK.PANELS,VENEER CR PAVERS BE::FOUND:ON CUNDITtONS.DEVIATE:FROM THE t':E:D: THE EXtSTTNO WALL'OR-FLOOR,.ANCHORS SHALL BE:LONG EN.OUQH TO.REACH THE MAIN STRUCTURE B".INO SUCH PANELS• (b)CORU"TAR.TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE"AND'INSfALIATION_INCLUDiNG;;LIFE SAF'LiY OF 7FIIS:PRODUCT..BASED ON THIS; (B)Tb EXtS1IFLG GROUT FILLED CELL CONCRETE DLQCK.WALL ASTM C-90 COM[TGRDE REST ONSlB1 OE NOT DFNA?E FR.OM?HE CONDITIONS DEf(UL>U ON THIS.DOCUM0.CONSTRUCTION SAMY AT SITE I THF - -,1)/t6'1 TAPCON)1L ANCHORS;A5 MANUFACTURED BY.ITW BUILDER;INC. (c)'THIS N:E;D:.WILL 8E CONSID£flEO;INYAU,D IF ALYEAEU,BY ANY IpEANS•. B;1)M.INIMUM.�k7ASEDMENT OF 5/18"1 TAPCON-XI,ANCHORS INTO THE GRow-FILLED'CELL CONCRETE'BLOCK (�SITE.SPECIFIC PROJECTS SHALL BE PREPARED By.A f.IARIUA�REGLSTEREO:'ENGINEE'R�OR.ARCHRECT.WHICFI WIH.I.REGGAE THE FNGINEEh OP UN EMBEi)MfM NJO 5[UCGQ.SHALL BE CONSIDERED AS DART OF THE REQUIRED EMBEDMENT, RECORD((EAR).TOR THE PRO.tECT ANO VajO.WILL,,OF RESPONSIBLE FOR THE PROPCA USE OF T11E F.E;D,.ENGINEER OT'RECORD,:kGTINo AS i k DF11iGlt'TED EFIGINEER TO THE P;E.O,ENGINEER.SIAL:SUBMTT:TO'TMS:IATTER 1HE S.n.SPECIFIC DRAWINGS FOR REVIEW.., P B;2):Ml"ijW:EWt:DISTANCE(EH..)OF'5/16"O TAPCON XL ANCHORS INTO GROUT fILLE 'CELLCONCRETE a THIS p:.F.:O.SHALL ETEAR"THE:�WTE-�AND:�ORIGINAL SEAL AND SIGNATURE;61'!HE PROFESSIONAL ENBINEGR'OF (P, BLOCK SHALL.BE'4` EDGE DISTANCE IS,HEYONb ANY FIN1514.MATERIAL- ()RECORD THAT PREPARED IT, 9.3) IN CASE THAT PRECAST STONE, PRECAST'CONCRETE 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 VACATE,DN.A'READILY VISIBLE LOCATOR AT PRODUCT IN ACCORDANCE,WTII SECTION1710.8.3 OF SUCH PANELS FLORIDA BUILOWG CODS :OHE-IABEL $MALI:BE PLACER FOR EVERY OPENING. LABELING'TO.GOMPLY WITH SECTION 1710."2 OF Tilt t'LMrA SULDINO Coop, . .. .... - 4 51410E.DARY B£USED (C)TO EXISTING`WOOD,FRAME BUILDING:SPRUCE PINE-FIR-SOUTH((i=0.36), DOUGLAS-FIR-SOUTH{0"0.46)(A -� !N.THE STATE.PF fTDNBDA i SOUTHERK PINE N2 W/G A 0.55 MIN. PO -5/16 1 TAPCON XL.ANCHORS,AS. MANUFACTURED BY TTW BUILDER,INC.. .: . � 4S�-, _ ry DE (tQ`�.N;gc Vela rticc gone - FLORIDA BUILDINGN`.'10 ' 4ii hJ etty:Hti ).: - � D201S iATFf.G 1110. C:1) MINIMUM EMBEDMENT OF TAPCON%L ANCHORS, INTO THE.WC D FRWE UNIT SHALL.9E:2 1/4'PI�NYStCA1 � N 1 s Roping Shut4er System o4/,11,5 THREADED.PENELRA710N. S ^1 - ...:, ' - - oaTe NO£MBEOMENT:INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART O-THE REQUIRED EMBEDMENT': -, S. :�, _.EC O Ipiq: r EXPERT SHUTTER SERVICES INC. T,LLIT TESTING k ENo1NECRINQ COMPANY E C.2) MINIMUM EDGE 6WANCE:(E.D.) OF.TAPCON ANCHORS. IWO'WOOD SHALL'BE:'2 114'.EDGE DISTANCE IS '�.. ���T`"".ag l:,s N.r,.,wr,a u. ,4mxn nuon°,n;a.Nea 162%1 ,W "'L1110iRE:STRM 15-071 1}} BEYOND ANY FINISH'MATERIAL. O .NV$ .,i'aNen-13�6w m�, PORI ST LUCK FL 34"64 ••f�0A10 , T.lxreedP aLsn.nURAWINO No P H.T. S I+,a"t.febo;749-056.rw�•tnat nTr-osvo C:3) IN CASE 711AT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS VENEER OR:PAVERS BE FOUND ON 'J• • ���a C0-0006 45 m'w �� yn_ �•� �,�, ,dR THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH 1'0 hACH THF. MAIN STRUCTURE BEHIND _ nA<rCx A nuttr SUCH PANELS. .. •.• I .ATE ftoioOA Lk.P 44161` ao n-w o/,r SItCT , oi'2e q¢ • Y #6 #7 #8 #9 #10#5 #3 #1 #2 #4 MA F Pr 140mcmemocaff iww*� gPTfON01 owmaOP a fn M) M I DETAIL 1 HF Py-I6-IIA WMW —J (fyp.) LA. '(A A-, ,START8R SLA I'MALkWMALLOY Sc4L 1w.11 BASE S!LT DETAIL:0 ij"H." .. ..... ING f TFii94ESTlifSSA1'VkEtp;9.t35kp ........ 0*: BUIL CC) SIDE RAJf.* _0:�QIJT TUBE 5ft3=kp41(rj?dALL)Y DM f"VOALI)NINNALLOY Ur r. V IONVAMURM;TO AgOW MR AMWhIM 4WW'CICEARkNC&DME"&CAr.W IIM Aw CMM WALL Al NON 6038'j7.—LM—U�TTUBO" cabs-lsv, IWO4140 Td�q�T 0" X -.2w t 5/j6'04M/8U1LDEXTAPC0&XL ANCHOR Drier scut Ur•V .............. ox ORM MR @ j 'T _W_ -3,00 HIM,ING.WK SOLT 3 ANCHOR T�.",. �., TRAPPED ANGLE mwmma $=,-, r -gs—MULLION %4VA WSt-TO&WRAIMA&MY OY KIM,W,-t'., vcmr.W.11 ti�tTIL4/p"O FLORIDA WLI)ING E (Non Fftgh V#Igo i(v.Huraceno zone) azota pintc M_ Nautilus RoIM4 Shotter SyStem Tun 1100c p EXPERT SHUTTER SERVICES IN0,— vn%S.W.07'.'DAORE STRELT 15-071 �CPOMPONENTS aSi IVORMN: b 14w) FEE— �0 d IA 1J .TZ m f r d ZO r21 ` T8 IS: •. 1 SIOE/ENO CAP 2 HOUSING(BACK&TOP-) 040 THICK. 's o tr• 3 HOUSING(FRONT A-BOTTOM),040 THICK °-. .,. 4 SPRING BRACKET 5 SPRING ASSEMBLY 6 60.MM OCTAGONAL AXLE a 7 SIDE RAIL(MAIN SECTION): ...• !� 8 SIDE RAIL(COVER SECTION), ---- — 1-1-, 'y - --- ..•�?"-- - -- - ._. .. _. _9 -ALUMINUMSTARCER:SLAT-- 10 ALUMINUM SLAT$9-10 11 ALUMINUM`t3ASE SLAT 12 TUBULAR MOTOR.: �- 13 MOTOR BRACKET KET 1D 14 SPRING,GEAR.&MOTOR BRACKET'BOLTS 16 HOUSING:(BACK&TOP)FASTENERS ` s ,Rr' 18_ SIDE RAIL(MAIN SECTIO.N);FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20: 60MM OCTAGONAL DRIVE CROWN 21 CONNECTORSLEEVE �..�° 22 GEAR-PLASTIC.ORZAMAC.CASING I F 23. UNIVERSAL WITH DRIVE SHAFT s� .sem �4' 60MM OCTAGONAL.IDL.ER END 25 IDLER BRACKET WITH BEARING z e BOX.& END CAP ASSEMBLY COMPONEPITS 1 Ic" ,oq IIHNifllelr FLORIDA BUILDING CODE (Non High Velocity Hurricane,Zone) $• ./�q6 o sols°nueco 1W- ........... txwxx z ''� ? �cEru . � Nautilus rai , Rolling Snuffer System • 'f I. E C-0 INCSHDA1C EXPERT UTTER SERVICES INC. Tf41JT T[SrIN61626 3.W.RAVORE&'tNaNEENNO COMPANY 2S~�' S •. _ 61u Hw CS)et�i-',tys .wetAf"3rW�mM iC-iSS Nlet ('iwVL'caw)'u9W5a:rne:prn r vIs-071 pUAANTxO fn4 M-COEL718 o..-o9GJ$ATE OF I Xo •:PL7ex kl71:Ur x.I.E. auauz, vn. m. am,v+w . Q94 uK RL71DAe.(.a{147 es'.• mnf 5xtCTSOGaO I �iiq,rnnNA460Wk°°°°° --`BOX �Y/B dt Y/7 `...BOX V/9 �TY0) �/s '4REAR /6 & Y/7._..._.._. .__.. T _END CAP �EhJD CAP" --ENI.) CAI'ENQ CAP-' s'hT" T#2 I ---- --_ TS .SLATS I - - �SIATS ( _ ; ��5 ATS SsN Bs 5 "'�'�-' .5LA:T5 d� SLAT - _ 0./e SVISQ: A. SLAT ' y$.(r to OA_......... -"_:":M��-_. 's�Ts � __... -" --,:--«•=•-_ - semis _ - (Tp) -� , - �_ ..�.�_ ... ._..•_-._ :. SLATS y SLA 3 /.. `,,... .,1 .F,71,71117717717''!`. 11 STURM DAR.:SPACINO : I __.... _ ..-.. ` (SEE SHEET- ._"t-' �(fs 8e.� 7 Y.6 & Y/ { i Aar.SLAT SPAN ......_. _,....-,..`_......._...--.... �,lu", N SHEE1s 16.�20)­ F. TBET,:1TS) TVPI(`AI SIN1'31 E UNATION. ORM BARS NOTE. S#E SHEFTS.2 - : FOR COMPONENTS NOMENCLATURE, -UNIT{.ATURE. l�isAlx SINGLE I+NIT EI�FLeTiUN W/_�-T BARS NAT.s. NOTE: $SE SHEETS 2 & 3 FOR,-COMPONENTS NOMENCLATUIT6: PROCEDURE:FOR SLAT 19SI Ling GJ N A SHI,TTER HEIGHT:. t * CASE 'I SHUTTIR HEIGHT:EQUAL OR LC;;S THAN I C'^-0`APPLIC'AStE TO INSTALLATIONS W/U S[ORM BARS:w W/.STORM aARS DR.W/STORM BARS k MULLIONS W/HEIGHTS UP. TO 11-0 (9I)CU!"N'SHALL:START W/®t_SLATS AT TDP,FOU.ono BY 02 'AS •,.. THEREAFTER.AL.{. THE WAY GOWN.EACH wSLAT 0:SHALL CONSIST OF MIN: FriE(D)SLATS OF THAT SLAT NUMDER:PROCEDURE F'OkADOING'SLATS DOWNWARD BELOW#1 SLAVSILL BE CONTINUED UNTIL TOTAL.SHUTTER HEIGHT IS COMPLETED,QUANTITY orFINALSLAT NUMBER INSTALLED BEFORE 80,TTO.M SIATOR MAY VARY W11H'5F¢R'tEYt;S:HEIGHT. (b)BOTTOM SLAT®MUST DE ALWAYS IKSTALLE04 #* gASE 2) SKLIVER HEIGHT IMGFR'tkol I1'-0"AFPUCADLC TO'INSTALLCTIONS WfD sromm - aNtee .. _ O All FLORIDA,BUILDING CODE(Nm High Yeloclty.'HUni Zone) BARS AND Y,'/OR W/U MULLIONS W/fILIGIRS lA}tOER TTCAN A%," � t��!Pry�`y' f)2015 xTEco 1NC (�I A-y 7 I_I�, CPA"K! s. (u)CURTAIN skilac.SIAITT W/*it'SLATS ATTOP.FOLLOWED BY B9 #3 .....THEREAFTER,ALL � � ' l;�I Ji¢+yam � -��- � I'41•i THE WAY D(MRJ.TACH STAT,(t SINLI.CONSIST OF Mlhi: FIVE(5)STAT$43F TTIA SLAT L. �-.LEMS ��' _ /s - RoAJng SNutteF System NUMBEL•L PROCEDURE FUR-Aoom-,SLATS DQWNWARO BELOW 01 SLAT SNAIL BC ,�-" �' = �� i c 0 IAT C. dATt (iONTiNUEk1 unl'u§10 SLAT Is INSTALLED..AFTER k10 SLAT.IS INSTALLED, ADDIT`ONAL 410 O, L TIl1,lY'TCSTiltO$CNGINCCNINQ COMPANY EXPERT SHUTTCR SERVICES INC:.-- s SLATS 144ST Bf.USED 10 COMPLETE THE'TOTAL SHUTTER HEICHt. * wrNW,I0w U v sx,w,wu.Ti4cv»,n ul ib1.6 SW Efilpl0(IC STRCLt 15-071 2 '* ft.a+'v Lmspll u,fe.:DOa)s>v.ISN PORf.5t LUCIE,:F.L 361184 (h?807TOM kitAI CB�MUSS 8E ALWAYS INSTALLED. mot t0tef90aotcom _ K W 2W 9m0 Ar•C all-0998 DPAM•INO Ne •o STATE OF = id-ocD6T1D " 1:•s n» ,.-....._ 0ya-_.....w-0.Oy..,� WALSFA a late Y C FLUN%Ui./941G7 u<t.-xU Vv/u .T SdLIT { of 2G n. i- TS+ 4 TAPCONS kL W/ — POURED -.5/16"0 TAF-CONS XL Yl/2 1/4'Min. 1'xl'x1/R'OR 2-x2"x1/8" 1 4 Pa3 4'RW HtALDEY'If.K.S(:REYlS 2 1/4'Min.F-MBEOMENf CONCREEF. CMUEOhIEN A 1 O.tL.O.OJW CALB,. ALUMINUM TUNE_.__._ W%-,• / x0.060 2FD..iLEL 4c 1`O.0 xOOGG'GALV. / RLG'O 51LEL WASHER 0 24"a.a. /�� WASHERP0 j4'a L GALVNJ S[Et,L WASHER 4D 24"o.o. I y j .. _ ,�. +• ,, s/1G'>'TAPcryNs x1.W/--� , '. �� .... 2'.1/4-1.fn. EMOEOMFNT 0 24"o.c. .L_ .. !'^ POURED CONCRETE �✓j (✓`-- POV,tEU,CONCRETE+' { .% .f OR CROUT FILLED..._. I OR'GROUT FI4LEU_ i '� CONCREaE BLOCK �' 1 CONCRETE,eL9(.ht .,,r �.-....� �,„... ,VP.44 REOUIRED. c_•�W �....... WALL'REOU111 0, ERG EDGE OF f "°' OPENING' u /^� S Of Y.- . �,......«,. .......rtk, UPE,J'tJ{' 1 pasn.ryCE%IS12NG I. C✓ E'XISTING� �- GULSS- �� (BEYOND) (cEmND) .. .. _ .➢ y4� , SANckwo EE ANCHOR:_ SCE EDUCES 4 SCNE.D(RES ON' z• SFE ANCHOR 'SHEETS 16, 17 SfiEFTS:.tQ 17 n a £„ SUWWLES ON 'r f do,N & IB � o SHEETS 10, 1Z ..• q.� 1 {,. .. q S Min,.:Sp?ARATION �� Min SFPARA71QN f Min SEPARATION TO CILASS .....{j f�tTFR10� ij TO 31ASS. I.../ ..: .. . .. TO GLAS$ .!....__ EStfQttOR (5EE SCHEDULLS; ',�-'- . - (sEeT;TxwLEs, E1IfERt6R !' E 5Ct EDUCES, Q!j'SKEET 1D) 1, s 4r)SHEET 15). 1 r -CD) CE i ( OR: 3 IE- CONCRETEIKOCK 0/e ; 0/8 o/g ✓ o/ 0/ao/sPOURED T Fit LE T8 i !' : - POURED CONCRET4 OftCROUP F,t,IEO 1 _” OR 4YtOU1',Y)tLEU } .WALL REOUIRED' """�. OR GROWT FILLED — AALL R URECONCRETE BLOCK � j t-:•-.�?(. WALL REOUIRED, 0" 1 EU.CEnii OF' / f'J EOCf OF { OPENINU / III t; OPENINMIN.ED G Ii + l _.^. _.._.....__. N1 1/2r. 062'AGONT Ni)ht,.. 'X ✓,. ✓' /' .� ./ 2 006.,iCAM'. 5 i6 0 TN+CONS%.. AN-- 'TA1?CQNS kl YJ/ \ ALUM.NiGLE :2 1/4"Min,.EMB EI:1S 24 6 -mc. -POURED CONCRETE 5�t0 TAPC3NS XL W/- i 2 E/d M n, f1A MENr (rc43 Ns gin):RFO D_ 21/4 Mn,EMBEDMENT' WALL MOUNTING FLOOMEILINGY TRAPPED MOUNTING 6UILD-OUT MOUNT1NG f SECTIONS F40RIDA BUILDING CODE(Non Nigh Wimity Rsrricane T.ond) F y�Q'' �CEN$�c c2G15TUTcco'me rraaVacEm. ; INSTALLATION DETAILS ON EXISTING POURED ( Nautilus rR.L, o @ 'ms's $ Rolling.Shutter Sysm m/l tevgd CONCRETE OR GROUT 'FILLED CELL ONCRETE � ;�� IECtierHf:, �+. /cy TILLIT"TESTING 6 ENGINEERING COMPANY EXPERT SHUTTER SERVICES _INC- BLOCK BUILDINGS S Ta€ .�; a1TaNY:Wxyt�T�>a iAwa,naitoa 162GS.W 00VOREIMEEt ,5-.or, y 4L wm t aapT ta.a ro, UwX rt-taN PORT Sr.1,lGE Ft...ws4 SCALE: 3110'*" 1` 1i" F �� smarrc Saao).T�v-aa a rn,tm)art-%. 6aA,+n10 No 7 O' IQRI "AT811 �i �.r WAUFR A T+Un J..P.C. .R..w ori,« om �,.�. �,n� _N. f'4i/�SEy �T•`',(RZ E nac�;u uu.+441tra �� snort s or ac >'•.....--u,., F:A:..........- POURED CONCRETE:.. /"• (_......._..._q LQ -._. - _ GR UROUI'FILLED ••�� .{�F (r r 1 (( 1 (( ll \J een,ED---_.__.._ j \..� / CI�OR\J/ \.I�ORQ,J .` POIIREQ \.I! '".....` r rUVRfO Cy r I CONCRETE ULOCK I GR C�ONCRDtt'OR r'--""'��`- /' (Sff SfHfDUI ES DN {SFF SCHFAU ES ON I cHpltl CLLFO (SET.SCHEUUIFS ON I CONCRETE UR SHEES 17& iB SHEETS 17 bs 18) \i CONCRETE B4OCK J SHEDS I7& 18) cRrntT fl lEQ (SEE Sp1E0UEES U`�! CROVI f1El.E'f1:....\ ) �''I CO4(.tifiC I C(R9CRtTC BLOCK-\I SHEETS tr&78) WMCR .,. 2J,5Q• I.,'+ C ....5./52 . 5• Cl 7 oR,%p SLIP cp.; �,. 1/2.'. +f1^ t�) 0 a'o.C. '. t7 4.Oc oR ve sur. Oq ve suP /x ,(a �.�p SECTION 'YVjORM 86Ra FLUSH MOI�NT.[WAL ._ OR lle I1P SRAPPED MOUNT BUILD OUT 00UNTSE (PLAN)-CTION P P BUILD-o lj' MOUNT sear gra ,• SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO. EXISTING POURED.CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS rVALEi 1/1' 01 G A 01 �{ J;- 4 ox. a - I � .4�n' H 4'P:7 B ] A Ii * H # a OH �'a as ET4 o.c .i., /I � ''�'..'� 11� '. .� 1 rte' ®•'oo K� f_..... ``� SECTION Q' o' (PLAN) � l Ile rD OR`t/6'suP OR Ii9I LIP �`" �IOftft/aT SUt} OR 7/BT SU?�,; 1 " T/2"':1/4" i/2"1/41ORIENTATION. 1. �aJJ � OR.t/a SLIP Oa+fa•tw WALL MOUNT END Mill I[ON SECTION 0-. SECTION 0-0 (ELAN) SECTION. -. SECTION k"_R' (PIAN) �*; ORIENTATION. f ORIENTATION 12 ORII NTATIONS. k. ' ORIENTATIONMOINTERIOR WALL WONT END MULUON WALL.MOUNT END ULLION WALL MOUNT M LION' TRAPRED MOUNT'INTERI .. MUL!ION ---...._.._ INSTALLATION DETAILS INTO MULLIONS G' G1 G2' Lwlt OR,jR Sar ()lJ(l) 2"x4' OR i t .'''rr`y�.'=..�._]pl/ . O 2"A6" 'RUU'S--- I (2) 2'u4!' OR ti 1 f 'l {SfE.SHEET ?,0) . l (SEF.5@HEBU(1: t"i6"S'IUUS ON SHEET 2i)' i * ALTERNATIVELY 70 H� A (SEF:SHEEP 20) (SEF 4EHEDUtT' MIN. '1/2' l 1/4`0...... X,3/4 $5 M"Si -"'(t ON SHEET 21)' P"WOO k 1 / � , � W/ .NUT MAY E F USFD SECTION 0'­Q'.(PIAN) §§ PL"nvooa ! 1 i .�-- - -_ ._ t'QR THIS C-t)NNE TI(aN .f1RIENTA ION 02: ER p -_ —_) t_ .. .._.. __ ,.__.. WALL MOUNT END bt TNT IOR MULLION � }7�9- ,2 250•. 2•...� (.. }. _ ! ` `,�eN R'1 1 f e` t �"ry~'tl y` ' '•.r! . ECONIOA BUILDING CODE.(NOH FU h'V9locii j UR ,/a'sur l.. � 0 4'ox, ti� L:a/jU�!`: `` _. g. Y HurriWn9 torte) , CD-) sup: A (uwat ox�,s'n m,o ux. pRr, FLUSH MOUNT (WALL) BUILD-OUT) No;44167 r s WNau}l I I U S MOUNT c ff p Rolling Shutter System w 1LEC O SNC.. GATE s SECTIONS 0'-0' PLAN) z S T t zv, Hoar sTINO x"jul: RN cuMPANv EXPERT SHUTTER SERVICES INC. I Jtsu s»•xx n n-I",�l`o 1626 S.W.61LIMORE STRE[T 15-071 1 ' �.a'•'• e•n,a( OnuS,AlO I.tmr rORT S'1.Lu47E.FL N961. 1 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS r EQ.-O9069+a F9mN low)M-9149.I'K(rS1)9,1-Qi9p 9RAWMQ NO L}tt7L.f+.1n.. sca.e:TII'-,+ --�4i.....�'�irVilY ._`'gyp.__..._ wui(x A nun x..P.S. f.F. `S@ip jW�/MiE IWMIA Ue.j 4/1at uo na., uia.r ,_ SkFAT s or Zs ! TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE GQMFLIANCE 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"(R)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1..MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARL-:USED BUT W/O STORM BARS SHALL STEP 2;ENTER TO CHARTS (Ia, lb & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 112" BE BASED ON CHART lb� ON SHEET 15. IT SHALLBE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A,S.D.DESIGN PRESSURERATING'(p.s.f.);THE OF SLATS To GLASS. REQUIRED MAX SLAT SPAN'L"ff. 2.ENTER.SCHEDULES 1a THRU 2aON 51•IEETS.24,:25&;2D:Wl A:.S.O.,DFSIGN LOAD :MAXIMUM:MULLION THE FOLLOWING INFORMATION IS PROVIDVD AT CHARTS I THRU IC TO PROCEFDWITH SPACING(MAX 12 VOR 7:), AND DETERMINE MAXIMUM M�U�LLIQN SP/N(HEIGHT)W(ALLOWABLE. PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A OIVEN:(;t J.�G�8_�),MULLION TVPE& • ENTER R.S.D.DESIGN PRE$SURE;RATINGbSEE:STEP(1):ABOVE: MULLION'ORIENTATION.. 3.SEE SHEETS 10 10.;.11;11A,12,12A 13&13A FDR.REQUIRED MULLION CONNECTION DETAILS AT s FORA SPECIFIC PRODUCT MOUNTING.INSTALLATION TYPE INCLUDING ANCYIOR TYPE;THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAP; ED'OR WALL MOUNTINGS:OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN'SHALL SE CONSIDERED; CONCRETE'FOR A GIVEN MULLION TYPE(�G}vi,W& j. Lmm;. IS THE MAXIMUM ALLOWABLE SLAT;SPAN FOR WHICH AGIVEN tl2"SLAT SLIP MAY BE PROCEDURE 4c;IF.BOTH,STORM.BARS&MULLIONS ARE:USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING; I.MINIMUM SEPARATION TO GLASS FOR SLATSIRBOTH STORM BARS AND MULLIONS ARE USED: • MINIMUM.REQUIRED:SEPARATION TO GLASS.IS PROVIDED ON CHART Ic;PROVIDES SEPARATION SHALL,BE 13A^�E4.ON CHART Io,ON SHk ET 13>IT SHALL BE.MEASURED FROM BACK;OFSLATS'TO TO GLASS FOR PRODUCTS W/O OR WESTORM BARS(SEE STEP 4), GLASm STEP 9::011TAIN INFORMATION CIN PRODUCTS SIDE RAIL ANCHOR.SPACING'REOUIREMEN.TS FOR 2.ENTER TABLE 1 ON SHEET 22 W1 A.S.D.DESIGN LOAD AND STORM SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEOULES Va,Vb 8 WON SHEETS 18' MAXIMUM,STORM BAR.SPAN(HEIGHT)_ THRU:18:ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S,D.DESIGN PRE5SURE':RATING& SLAT SPANAND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES OR 3 ON:SHEET.23,WITH A.SM DESIGN PRESSURE RATING AND STORM BAR (INCHES'ON CENTERS),SEE.GENERAL.NOTE 7 ONSHEETI.FOR ANCHOR:SPECS. SPACING AND DETERMINE APPL(CABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP i &.BOTTpM:OPTIONS PROVIDE ANCHOR.SPECS ATANCHORS TYPE LEGEND FOR VARIOUS ANCHOR i STEP*IF:PRODUCT INSTALLATION INCLUDES STORM BARS:MULLIONS OR.PTORM BARS&'MULLIONS,THE TYPES COVERING PERMANENT'(ANCHORS A&p)OR REMOVABLlr{ANCHORS.B& INSTALLATION& j FOLLOWING MANDATORY ADDITIONAL PROCEDURESAREAPPLICABLE; &A GHOICE'OF2 OR 4 ANCHORS PER CONNECTION DEPENDINGON LOAD ANDtSTORM BAR SPACING. PROCEDURE 4a:_IF STORM BARS:ARE USED 4.:F.NiER:SCHEDULES 1a THRU 2c ON'5HEBT :24,25&3S VJI_A S D.DESIGN PRESSURE RATING: I MINIMUM SEPARATION TO GLASS FOR SLATS.IF STORM BARS ARE USED SHALL!BE BASED ON MAXIMUM.MULLION SPACING(MAX:,:12,0'.0.R 73;AND DETFRMINE MAXfMUM.:MULLION SPAN i CHART la,ON SHEETIS,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLEil POLA'TION.IN BETWEEN SPACINGSTOWA GIVEN((Gj{ .:(G &t�). MULUON TYPE:&MULLION ORIENTATION 2 ENTERTABLE I ON SHEET 22 W/A S.D DESIGN LOAD:STORM BAR SPACING AND DETERMINE MAXIMUM S.SEE SHEETS 10IDA 11,IIA 12,12A.13'.&13A FOR MULLION CONNECTION DETAILS ATTOP 8' ALLOWABLE STORM BAR-SPAN(HEIGHT); BOTTOM FORiFLOOR TO CEILING RA PEO) R WALL:MGIINTINGS OF MULLIONS INTO CONCRETE i. FOR.A G)VEN.M.ULUON TYPE((b},`f,T &.(5 ). .3.ENTER TABLES 2 OR,3 ON SHEET 23;W1714 A.S.O.DESIGN PRESSURE RATING'AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS f0R.STORM BAR CONNECTION TO.CONCRETE TOP&BOTTOM OPTIONS,PROVIDE ANCHOR SPECS AT ANCHORS!TYPE LEGEND FOR VARIOUS. * PRO.CEDURE:PER STEPS 1 THRU,31S 91MILAR EOR INSTALLATIONS INTO WOOD:FRAMI= ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS'&&C) STRUCTURES;SEE SHEETS 26A 21 FOR LIMITATIONS APPLICABLETO INSTALLATIONS INTO 1 INSTALLATIONS 8 A CHOICE.OF 2 0R 1 ANCHORS PER CONNECTION pEPE.NDING ON LOAD AND WOOD;FRAM STORM BAR SPACING. E STRUCTURE&, I�. R: 3 0 I,111111111lII/(//�// r rt(t���I'y��i� FLORIDA BUILONG CODE (Non High'Velvcity Hurrioorm 2nnP) `� .SF 3 O 2016 11mon ve- um"0- z Nautilus ,R.L: T`�1L6:- .'r' IE^ter` Rolling Shutfor System P.l1P�Is 3+ - "" '..r: .^.� I� t•0 one. Ti IT TCSTINO&CNGINEERINO COMPANY EXPERT SHUTTER SERVICES INC. '��0��.r7'1 � � T a >Iy:.1;aa; wrxa,uwuw's,n infA 1626&W 8'L1MLIRE 5;R[Er QQ` e.mau:IdtncoRati.cem PORT ST.Lu.E.i,,34984' pR.4M'nl MOM.(4ao)r19-aa5e,I V:n7u a?t-o w o H. ( y ? q� Ea••oo a?la WFL.OR.A.;,. Jr:P.C. a`,_w ..... tiff M..w [tr ma" ftOWPA lic.�4116? u.4n .SNLEI 14 01'74 SLAT PERFORMANCE CHARTS Ic'i Ib Ib' & IC; (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 W1 OR W10 STORM BARS CHART I8 CHART Ib CHART Ib' CHART IC USE E1 XWUW VALUE BETWEEN POWIVE AND NEGATIVE ASD.LOAD 3/8"0 KWIK BOLT 3 ANCHOR 5116"a TAPCON XL ANCHOR 5116"m TAPCON XL ANCHOR USE MAR"POWM ASA.LOAD VALUE POURED CONCRETE TO POURED CONCREIT TO GROL7 MED CELL COMRIM 0CK MAX. MAX. SLAT SPAN MA(.:SLAT SPAN MAX SLAT SPAN REQIARED MIN. SEPARATION TO GLASS DESIGN A.S.D. lm .' (FT) "LMAe(FT) "Lw."'(IT) MEASURED TO BACK OF SLAT'(in) IRESSURI WALL TRAPPED. BuuD-an. sm-duf V1A11 TRtrPED eui o our Bev D-our 7VAu TtrAPPEn euuD-our iD-oin W O STORM BARS W/STORM BARS . 'RATING 40UHf MOUNT MOLtNi w/1R�.' MOEart Motw YWNi W/E� kOUNr YOUNr v�/ / SEE�N=,*� SEE NM�# `Els� y 1.:�� MotlNr w/�E•"� D.ZON NwN6 ZONE ...a�20N WWD ZONE (P?1) SEC NOTE# 'SFE VOfE # SE8 f 01ES# S[E ND713.# mm# SlY;MQiFS* SEE.Nm# S1E NOTE,# SEI!MALS# E ld7TFS# 1-3 4 1=3 4 _.µ3O0_ 20 0 15- 4" ?0'-0" 20•-Q" 20•^0" 15'4 20'.-0 ..18• 0`..__ 20'-D' W-4" 18'-0" 15!:'6" 1' ;a.1/2 _..6" 7- 35,0 20.-0' 15 3 20 0 t8 0 �U-0' fu: 0' 19'-0 . 16'-3 20' 0 75 0` fF 3 14-0' t" 14 1�2 S" 7` 40:0 n0'-D` U 2' d9'-'7� 16 .& T0. 0� tA'.�5' 17 .G 14-.1d 78'-11 't4'^S 1q' 7042 9 f" 14 1/2" 8" T" 45.0 20'-0' 15 0` 18 d Ts-3" 20'-d' 14.:2 I6 -0 13-9 17 72. 0 T' f4 1/2 G 7- 50.0 20`-0' 1470 W-97 14'-2" to 1' 73-7' 14`.-10 12 IO b'-1 73' i 12 9 11-0` t -14 1/2' 6 7" ._ _..._ - T ....�. _...... ..__.___-,.._. ._..._ .550 2d0 13 8••: 75'--8" 13•-4" 17 9,. 12 4 13:-ii 12-5 Ia 0 12. 4 _._72'-0' f0 6* 1" 1.4 J __ _. _ _ _ r _ -- 1 6b.6 19•-5' f39"� 14 D_. 12. 7" 'Tfi-9" ti_-8"� 1J•-2 Ft..._5 14'-2_ 111-8 11 S t0 0 t 142 6' T 65.0 48'-4" 12'-11' 1F__1i. 17`-17` t5.'-9` tY-0 12i-1. -._f0'.. t. f3 4' ., t1'-0"_ 10'-f0' 9'-6" 1" 14" 6" 7" 70.0 17 '.4 11'-4" 13 3 17'-A', 150 .10-6" 11'--10 10'-4',. 12'-9 10'-6T 10'-4* 73 t 7 6 7" 750'. 18 .6 T` Y2'-7" f0'-t p' 74•-3' t0-0" 19--4 9'-Y7 f2.,0^ f0`-D: 9'-t0 $'-10" 7 11:1. 7 800 to 9 11'-0' 12'-0' 70"-5' 13' T� 9 5 10'-.IG 9 7 .,__71;_T 9'-•5 J'-3" - 8''8" '1' 73" 6` T ' &50 1S 0' 10'-6` 11--7. 10'-0'� t3`-0 9 3 tD'-S 4 .5 71'-2 9'•_3 9 © 8'_3 t` 1 6` __.. _._..�..._ ._..._.__......_.._....r-_. ip=1 -11'-2*:--- 5•-8` -12'-- W-107 td.,f 8 -it. 10'-9. 8•«70w 8'-10 6--•0" t' - .t21f1 .:6' 7" ...........�.. _...w 95,0 f3-5' 9 $ ]0'-9" 9 4 t2 0 8'S" g 9 8''-?." 1a�-4" 8•-5._.......8m.0 T_9" 1" 72 - 6' 7- 100.0 4 90 ` -5 " " 7'-8" 12`' 6" 7" 0-7, 1. 1. ' - 8'-d" 4 17 11//22' "7T""12-2 -0. 14'-1" 8- - 9 " 8 ' B " 'O 8-f0 11 ,ttJz 6" "T"70 - 6 120.0, 10-3' T-5" 8'-5 7'-6: 8 11" ' !-5" 6'-70" 1" 11' 6` 7` i 725.0 10-2` 7•-9" 9-. O 7'-•k-1 �Ed .O' 7..2 8'-2. 7 4 -6. 8" 7'-2" 7 3" 6•-8 t" 11'._....,.....b"^.......7ri.,._ 130.0. m 9 lOw. 7 9'-9` 7 2 T'-0' 8'-0 . T -4"� f 50 1f2' __._..C.-_.__._I•_ I ._.____-__. .._....... .._....,..........�.. :.., ...__._... _.._._�,....: 135.0 140.0 4 t 6_17 A 4' / 5 0 f - ......Try8"" Fi'-^17 8 U _. 6'-10 6' 4 - ...1" 10 12"... 6 - 7_._ 145.0 6 10 ..-...- $ 2. 3 8 10" - T-8" - 7 t d - - - ...t _- ..10 6" ....7'...... f 130.0 8'cF' 8'-0 ?'-2` 8'-6` T-4` .__ T-A' - t... td" 8" T 1SS_0 - 7'-2' -• 7'-7` 160.0 e•-0" -.. 'T-8` a'-ra' 8'-O' - 'T_.1•. _. T`-S - _� .- t" 1 f0' 6' i ABOVE INDICATED MAX; SLAT SPA'S MAY BE USED,AS LONG;AS ANCHOR.SPACING SCHEDULES ON'SHEETS 17 & 18.INDICATE THAT I SPAN AND AS UCING IS DES GN PRESSURE RATING.LE FOR THE SLAT `V`"t�tn'Tl(Z�+�iy,�F� FLORIDA BUE..GI,NO CODE(Non 11<gh Yelactty ETurr;tcne.?.one) I 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITt± ZEN 'y t 3�r 'VA S'�C"'• o wts?�1E:ro ISE: Nay�.� J� �l"w S 3%8'0 KWIK BOLT 3 ANCHOR OR 5/16-0 TAPCON XL ANCHOR INTOrS.L POURED CONCRETE OR GROUT FILLED CELL CONCRETE.©LOCK: OR ISD 44187 .. IINC� Robin Shutter System WE WnH 1 4"0 TEK SCREWS A:MULLIONS ONNEGTIQN. VAUD FOR ':�... a 9afro/1'1 MALL 1AoUNTED, TRAPPED M,OL)WED, AND BU<L0'-OUT MOUNTED. t,LLet rzst,Nc a EncWEERINc cowWaNr EXPERT SHUTTER SERVICES INC. i6NAS.i R EE -wmr STRUT .;1 .,..=Csaske•i-sw.rd,ts ?a•s-,sar l a-UT I 3. raAXiP.nUlt SLAT SPANS FOR INTERMEDIATE LOADS MAY BE %�(J RL 14�` ••` „•,�•exezoarol.ow:, POM ss use rE. a4ea DETERMINED BY LINEAR WTERr"OLATION BETtYEEN END VALUES. ��� Eo-dwoare +E-PO 9ST VM,tar:En.1 e�+-osxc oRane+c No r.'. WkIER A VUJT Jr,G.E. 4"1 _•� P.t,!�rrT'n2%BNi11j1.x f1.CRt04 ik.@'<ali7 ,yn n "_Ur i5 Or 2E t MAX.ANCHOR'S SPACING SCHEDULE'Vb. FOR A GIVEN PRODUCT MOUNTING TYPE.W/5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t "'ALL MOUNT ASD• SLAT SPAN RANGE MAX, pAvNG 0'-4't > 4•-5'f > 5'-6'f > 6'-7't > 7'-9'1 > 9'-12't > 12'-16't > 16'-20't RANGE(p.a.1.) _ .............. 6" B" �.�... 6" 6" 4 1/2" >31-40 _._ �'__......._...__�$_..,_� 8" 6" 6" 7" 4 1/2" ._.__ __�._ ......... ?41 E0 g^ fi 6 8 _ 6" ._._ 4 1j vt NOTE_ - ._. - _. _.___... ._..:_ r t 60 S. 6" 7 1/2_.._.:_ 7�_.._ _ 5 Vit? .__I ___ __._.. . __._.m ... .... PAN POR.A __... ____._.__ SlAT __ MAX. SLAT S ms g^ 7 1/2 5" 4" GIVEN A.S: DESiGN .............. ... _ SPAN PRESSURE TING SHALL >706 iL0 6 7 i/2- .............. 6 4" _. _. _._ � ___------ __.._... ...._ _ �___.___ C � NEVER EXCEED MAX. SLAT 150 6" , SPAN INDICATED ON,.StAT >:41-160 7" 5' 4" PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT SLAT SPAN RANGE PRRAMNOESSURE 0'=4't > 4'-5't. > 5-6't > 6'-7''t >7'-9't .>'8'-12't > 12'-16't > 16'-20't RANGE(pa:fj _'30.0 6- 6" 6' 6" 6" 6" - _.._..:..:........ ._ __................_...._.........._:....._..._...-..__ ,....._.__.__._._....__........._._...........,...... ._.......—:___..._.....__._........_.._-.. 6" 6" 6" 4 i/2" _ ._._._.__............_.._. -.. .:......:......... ......_._................................ :_ _._..._.........................- __.,..__.-:.__.........._':............._.. 6" 6" 4 1/2' >1 6-120 ...................._.-_:.___._......__..._..__ ...._._.,."_.._.__...._.............._...._......_..._._.._._.__.......______-..._......_......... .._ >12i-140 6" 5" 4 1/2" 3 3/4" T141-160 6" BUILD-OUT MOUNT MAX O• DESIGN ' (j . /{ f - .SLAT SPAN RANGE PRESRE 0'-4't >5'-6'f' > 6'-7't .>`7'-S't RMING > '. Cr j . t _ - > 't (ERAN E(p.1d.) _jL (o (( EL E E s 30:0 6. 6" 6. 6" - 6" 6" b° 6" 6". 6" F. 6• 6" e' I 6" 6" 6' S 1/2 4' a 1/2" 6" ..._?.._..........._f.'.......... 6' 6` 6" 6" 6"...._..___-6 6" 6' 6` 6" 5 1l'7.' S" 4" ... 4., _"- _ .... ... .._...._._._.... _ ._.,.. i _._.__..__................._. ..._._..___._ ,_........_._..__.__... ________..................._......._._...__.-___......._....-.,.. ._.----...._ _.. ................._.._____.........................____.. __._ ........ _ fi' 6-......._. .5..1/2' 6 _6__....__��_..._-6 _ 6" 5 1/2~ 4 Y/2' - _ _ 3 3/4" - - - - ... __. ........_.. ............_....._.._�. ._... ...._._ -�&"__ _........... _6". .... 6,. s 1Jz' 5 1/2 ?/1...4_'!2: ---5�....._5. - 4" 4" 4" - - ..._.... __. .._............. 3.. f4_ ___.__.._ .__._...___ _._.._ .. . ___....__ ... _., -_........... >sY-r05 6" 6" 6 6" 6" 5 i/2 5.1/2' 5 1/2' 4 1/2 3 3/4" 3 374" - - -_ - ... _ . ...:.. ___ __-.._.... __..... __ .. ...... i20 fi tt 6 .i_t/r_S 1/2 4..,.1/2 4 1/2:_4,?/?,. 3-314. _.. - - - - - _ .. _m_.._- _ ._._ _ .................... _m _.__.__. ?127-iE0 6" 6" S 1/2' 4" 4" 3 3/4" 3 3 4 TIL R 4� i FLORIDA WILOING COOS Nor, High Ve(ociky 1lurricorlc Zom} .. �`r�'`��EFt$F •, czors t>:YEco mc. * Nautilus n2\rw er } * t Rolling Shutter System 2c Tp;,s IL E C O oea..� IXA1E ,aa11 TrSTINF'de E,N'CINE[RMC CC.* EXPERT SHUTTER SERVICES INC. - �+ff 1L"11 x• ..>x" , v..acr. +"cna wUay urea 1626 S. L'vi, IN.t::- ET MIT STREET -O•, •�4,e` vw",,x'e}nri_�ssa'�r^.:t:a>or,_Isss tS-U71 �Q•• n a-mna:6;lc0C4v�'nrm L'CRPORTK1, if:,FL.}.t55< D F� V� � OnCN[�(fA0}f<.-�ICl6,rAt.,(TT]7 ry'rt-�9P Q9AN,NG NO ORI \ C e6-QTRUT C?..r f(W I • zN tR"107 r_E'. wxmm" �' --T-Y-- V.E.�"•'�•,�jyyg7�—kC[��;�v� fttFE{V11 k.}<'.f a<S 4i c:a I,.xu -"frM> �'� :J/f.Ei IU W'i6 ' '�Ij' IUI11i{r11. 3 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 BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) ►nA.S.D,f A.S.D, SLAT SPAN RANGE A .. DESIGN PRESSURE 0 > 4'-5 > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (psf) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 30.0 10 60: 1,0 75 165 90 238 105 421 135 534 180 999 240 1390 300. _.. ............_`..__.____. . ._.-._m...._.................__ __.,.__ _. _: _...... ...::_ >31-40 10 80 1(� 100 386 120 440 140 398 180- 823 . 240 1328 320 182.3 400 .>41=60 10120 2.90 150 79-1 180 509 210 708 270 126.6 360 1962 480 2553. 582 ._.._---- ____ _- __._................... ..___.. __ _...... __ ......_ >61-80 10 160 616 200 767 240 796 280 1.007 36.0 1695 480 2422 600 2547 596 ..............__._ _�_......___..___W.._......__� _ _......__.. . ---___ __._.-._._.............`.__......__....__ �_- ........... >£i 5 1" 550 263 711 315 1142 368: 1372 473 2009 591 2492 638 - - _... _..-.._. ------- 313 _. ._ . ...................... .._._ ..... _..... _......_ _-..._...:-.._:_ ._.. .......... .........._,..... .__.-.... _ _ .__....-_............. >i06-12 313 240. 728 300 881 360 1345 420 1587 540 2112 640 - - - - ...__ _:.__. _. _._�_ ___ .............. ___._ .. .__ _ _.._..._... >121-'i40 5u2 0 960 350 1003 420 16,12: 4:90 1869 630 2039 635 - - _ _-__.............. - _�__.- -__.. __.._. __ _ .. .._ __---__ :.. .. -.__. ._.. _ .-----_.__-- . ... _. -___ . .... >141-160 781 0 11,86 400 1322 480 1873 560 1740 640 3 -- - - - - - SLAT.....__,. � t............SPA' _ x —. *NOT: 5L 4T SPAN DEFINITION _._...E IT SHALL BE THE RESPONSIBILITY OF-THE CONTRACTOR OR PEWIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED T0.9UPPORT WAND VY FORCES IN FOUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEE?FOR YW&Vy VALUES, Vy c SIDE RAIL„,,, Vx Vy \`*`,fffgfNffT1(4u4q`4jii FLORIDA BUILDING CODE(Non High Velocity Hur6f;cne Zone) a Pte:• GENSF azo1S TIM=VIC, vinnu t�v� WN a u ti l us ( ` + y4-- c p� Rolling Shutter SystemIL EC a<ecrl; 9 INC. IATI ` 'r11UT TESTING&ENCt1 EkflING Co PANY EXPERT SHUTTER SERVICES INC. — E sns�.w w a s »s u,nxns,1<,v,rm 1622,5TA P at4 tme a,m:.: 1 Casr 4r1_:v, 5.W. V tWOM SMUT `-077 PORT ct EUC'F.n.. 34184 GRrwiNa 1» f FLORIDiCrtl-owlcrlS FYN.lE'R A.11!,i tr if n E, a'a:mn. ntt _— ,//'�E,•• 6}(yy!'�i''f\ '(_ 1'LORiC,W lk.j 14 671 41:21 mn n•x.x .nW a SNE'LI iL of i6 Illlf M