Loading...
HomeMy WebLinkAboutProduct Approval RECEIVE-D JUN 0 6 20116 .a ILE COPY t Y 3:.:-.,f BCIS Home ( Log In 'y User Registration Hot Topics } Submit Surcharge Stats&Facts i Publications } FBC Staff ': BCIS Site Map Links Search Busines .. ProfessitrYd1` Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail P5 FENN FL# ab Application Type Rev' 'on Code Version CAOpproved 14 Application Status 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 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. 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 12 FL Model,Number or Name Description 12246.1Nautilus Rolling Shutter System Nautilus Rolling Shutter System of Use Installation Instructions Approved for use in HVHZ:No FL12246 R3 11 EXPERT SHUTTER SERVICES, Approved for u I HZ:Yes INC. NAUTILUS ROLLING SHUTTER SYSTEM DRWG. 15- Impact Resis nt:Yes 071.0 Design Press 160 16 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 SYSTE�1 P.E.R. DRt1dC, 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.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: mi M 0 im 5etvt4ivats,r.tr.:± GENERAL NOTES: 8.ANCHORS SHALL. RE iNSTALLED FOLLOWING ALL OF THE RECOIAMCNDAf1UNS AND SPEC!FIC'ATION S OF'THE ANCHOR'S MANUFACTURER. 1. NAUI)LUS ROLLING SHUTTER SYSP'M.SHOWN ON THIS PRODUCT EVALUATION OOCUMENC((P.E.A.) HAS BEEN 9.ANCHORS RE'OIRRED FOR STORM BARS CONNECTIONS SMALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEEP 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH INE 2014 (SIN EDITION)OF THE fF.OZDA BUILDING CODE. -3/8"0X1 174"CALK-INS MANUFACTIRF.D BY POWER FASTENERS. INC. NAUTILUS ROLLING 94UTIE'R SYSTEM SHALL.NOT BE INSTALLED AT HMI VELOCITY HURRICANE ZONE'S(MvM7-OAOE -�1/4"a¢3/4"SOLID--SET MANUFACTURED BY ALL POU?.INC. /BRU'NAf20 COUNTIES). -3/8"9 KWIK 50Lf TI MANUFACTURED BY HILTI, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF TIE ABOVE.MENTIONED CODE, -5/16'0 TAPCON MANUFACTURED BY ITV?BUILDER, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION W1iERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECHONALITY FACTOR Kd-O.&9AISING ASCE 7-10 FUR INSTALLATIONS UNDER 2010 FBC MINIMUM EDGE DISTANCE AND SPACING, FOR ABOVE MENTIONED ANCHORS SHALL BE AS INOICAIED BELOW OR Xt ABOVE MENTIONED SHEET. AND SHALL NOT EXCEED THE MAXIMUM (A.5.0.)DESIGN PRESSURE RATINGS INDICATED ON SHEEis IS 7HRII 18 h 20 1RRU 26. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATEDESIGN WINO LOADS DEfERMINELI PER ASCE 7_-10 EMBEDMENT GROUT FILLED OR SHALL BE FIRSTREDUCED To A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING® 1007, EDGE DISTANCE. 0 1007 CONCRETE CONCRETE. BLOCK TO COMPARE. THESE W/MJU. (A.S.D)DESIGN PRESSURE'RATINGS INDICATED ON SHEF_TS I5 THRU 18& 20 IHRU 26. 3/8'0x1 1/4"CALK-IN ;5 3/4" 4 1/2" 1 1/4'(3000 Psi) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.F.,D,AS TESTED WERE NOT OVER STRESSED. 1/41'00/4-SOL.10-SET 3' 3" 7/8'(3000 psi) NOT ALLOWED A 338 INCREASE. IN ALLOWABLE STRESS FOR WIND LOADS WAS��iDp��USED IN THEIR ANALYSIS. FASTENERS 3/8'0 HWM BOLT TZ 9- 4" 2 1/2"(3000 psi) NOT A'_L.OWED DE: SPACINGS TO WOOD HAVE BEEN TF.RMINED IN ACCORONAQF. WITLIN.O.S. 2012. 5/16"0 TAPCON XL 3 3/4" 3 1/8' 2 1/4'(2899 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S AOEDUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED iN P ACCORDANCE WITH SECTION 1600.1.2 OF THE ABOVE'MENTIONED CODE A9 10 ANCHORS REQUIRED FOR MULLION CONNECTIONS SCALL DE AS SPECIFY AMERICAN TEST LAB OF SOUTH SPECIFIED ON APPLICABLE SECTIONS StiOWN ON SHEETS 10, FLORIDA,REPORT ✓I 1030,01--08 AS PEI?ASTM E 1996-05, E 1886-05 AND E 330 STANDARDS, OUALIFYING IOA. 11, 1)A. 12, 12A 13& I3A. INSTALLATIONS FOR WIND 'ZONES 1.2, 3 8 4.MISSILE TYPE 0 AND ONLY APPLICABLE TO BASIC PROTECTION -KWIK BOLT TL EXPANSION ANCHOR MANUFACTURED 9Y HILTI, INC. INSTALLATIONS,AS DEFINED BY SECTIONS 8.2.1.1, 6.2.1.2 AND 8.3 OF ASTIR E 199TH SEE SHEET$19 k 20 •-KWIK B SCREW ANCHOR MANUFACTURED BY HILTI, INC. FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3, ALL ALUMINUM EXTRUSIONS SHALL BE 6063-7`6 ALLOY(IJNL.ESS OTHERWISE NOTED), SEE SHEET Z, MINIMUM EDGE DISTANCE.AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE. MENTIONED SHEET. 4.ALL.SCREWS((EXCEPT CND RETENTION SCREY7i.7 TO DE Sl'AINLESS STE'.EL 3:14 OR 316 SERIES WITH r•0 ksi EDGE DISTANCE ANO EA{DEDMENTS ARE BEYOND ANY FINISH MATERIA... YIELO 5fkENGfH AND 90 ksi TENSILE. STRENGTH�R.CORR051ON RESISTANI COATED CARBON STFF.I.AS PEC?DIN EMBEDMENT 0 1007 50018,ALL S.O.S.ARE TEX SCREWS MANUFACTURED BY HW BWLDEX &SHALL COMPLY W/FLORIDA BUILDING GROUT FILLED OR CODE SECTION 2411,3.3.4. ANCHOR SPACING 0 100% EDGE DISFANCF.0 1007 CONCRETE CONCRETE BLOCK 3/4'0 KWIK BOLT TZ 2T S. 4 3/4"(3000 pni) NOT ALLOWED - 5, BOLTS TO HE ASTM A-307, GALVANI2EU OR AISI 304 OR 316 SERIES STAINLESS STEEL,WITI.36 ksi WNIMUM 1/2"0 KWIK BOLT TZ 22 1/2' 7 1/2' 3 1/4"(3000 Psi) NOT ALLOWED YIELD STRENGTH. 3/8"0 KWIK BOLT TZ 6" 4 3/8" 2'(3000 Psi) NOT ALLOWED C. NAUTILUS ROLLING SHATTER SYSTEM BEARS U.S. PATENTS#6,095,226 AND /.409,900. 3/8"0 HUS-H SCREW 4" 5' 2-(.3000 PSi) NOT ALLOWED 3/8"0 WEDGE-BOLT 4 1/2' 4 1/2" 2 1/2"(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR(br SIDE RAIL SHALT. BE AS FOLLOWS: 1/2.0 RIE,-H SCRs&OR liVS1 BOLT 6' 6" 3-(300")PSI) NOT ALLOWED 5/8'0 04-11 S-"OR MLI#WU 7 I/2" 7 1/2' 2 1/2-(3000 PSI) NOT'ALLOWED (A)TO EX15TING POURED CONCRETE MIN. 3000 µt 1. COMPRESSIVE STRENGTH. It.THE INSTALLATION CONTRACTOR IS TO SEAL/CAVL.K ALL PRODUCT COMPONENT EDGES.WHICH REMAIN IN CONTINUOUS CONTACT WITH THE. BUILDING -5/16"0 TAPCON XL ANCHORS AS MANUFACTURED BY ITR BUILOEX„ INC. TO PREVENT WIN07RAIN INTRUSION CAULK AND SEAL.PRODUCT TRACKS ALL AROUND FULL LENGTH. -318"0 KWIK BOLT 3 ANCHORS AS MANUFACTURED we HILTI. INC. 12. IT SHALL. BE THE. RESPONSIBILITY OF THF.CONTRACTOR TO VERIFY THE SOUNUNISS OF TNF. STRUCTURE WHERE PRODUCT I'3 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 WI)OU FRAME BUILDINGS, 21/4'FOR 5118'0 TAPCCN XL ANCHORS&'Z 1/2"FOR 3/8"0 KWIK BOLT 3 ANCHORS. t NO F..V.BEDMEN INTO STUCCO SHALL BE CONSIDERED AS PARI OF THE REQUIRED EMBEDMENT. 13. 11115 PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED RJ THIS DRAWING PLUS ANY BUILDING,AND TONING REGULATIONS PROV DE.D BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A,2)MINIMUM EDGE DISTANCE(C.D.) INTO POURED CONCRETE SHALL. BE: 4"FOR 5/16.0 TAPCON XL ANCHORS&5"fop 3/8"0 KWM BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND IA. LIFTING MECHANISM NOT PART OF'THIS APPROVAL ANY FltJIS MATERIAL.. 15. (a)THIS P.E.D. PREPARED BY 11115 ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SRE SPECIFIC PROJECT;G.e, WHERE THE SITE A.3)IN CASE T14AT PRECAST STONC, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS Of.FOUND ON CONDITIONS DEVIATE.FROM THE P.E.D- THE EXISTING WALL OR FLOOR,ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (h) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE.AND INSTALLATION INCLUDING Lf•E SArEtt Or THIS PRODUCT, BASED ON THIS P.F.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THF. CONDITIONS OEIAILED ON THIS DOCUMENT.CONSTRUCTION SAF-17Y AT SITE IS THE (B) 70 EXISTING GROUT FILLED CELL.CONCRETE.'BLOCK WAIT» A51M<:-90 CONTRACTOR'S RESPONSINUTY. -5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY 17W SUILDEX,INC. (e)THIS P.E.U.WILL BE CONSIDERED IN'VAUD IF ALTERED BY ANY MEANS. B.1) BE '2 I/4''..UNIT SMALL MINIMUM EMBEDMENT 5/16"0 TAPCON XI.ANf„`HOFtS INTO THE CROUP PILLED CEI.I. CONCRETE BLOCK (d) FIC: USITE SPECIPROJECT$SHALL BE. PREPARED By A FLORIDA REGISTEREDENGINEER OR ARCHITECT WHICH WILL, BECOME THE ENGINEER OF NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED At,PART OF THE REOUiRED EMBEDMENT. RECORD(F.,.O.R.) FOR THE PROJECT AND WN0 WILL BE RESPONSIBLE FOR THE PROPER USE OF T14E P.E.U. ENGINEER OF RECORD,ACING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 8,2)MINIMUM EDGE DISTANCE(E.D:) OF S/18 D TAPCON M.ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY F1MSH MATERIAL. (e)THIS P.C.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF INC PROFESSIONAL ENGINEER Or RECORD THAT PREPARED IT, t U.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANf'S,VENEER OR PAVERS BE FOUND ON THE EXISTING WALL ON FLOOR, ANCHORS SHALL BE LONG ENOUGH f0 REACH TME MAIN STRUCTURE BEH14D 18. PRODUCT MANUFACTURER'S LABEL SHALLSHALLBE LOCATED ON A READILY VISI8I.F. LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF SUCH PANE7.S, FLORIDA BUILDING CODE. ONE(ABEL SMALL BE PLACED FOR EVERY OPENING. LABELING'10 COMPLY WITH SECTION (710.82 Or TILL'FLORIDA BUILDING CODE. TO EXISTING WOOD SMALL ONLY BE I)SED 7U (C)SOUTIERN PINE b2 W/FRAME-BUILDING: 35 MIN PILL/CE PINE.-•FlR-SOUTH (CY-0.36), DOUOIA5-F'iR-50011(00.0.46)OR ,\A\t\1{\\\y� �i -?N THE STATE OF FLORKW •�#Gi4U4JurT1 " . �_.._J 10 �.- -- .. FI ORIMA BUILDING CODE (Non High Vol ac)Ly HoYricano `l.0r:e) -5j1G'P TAPCON XL ANWIORS,AS I NNUFACTURED BY ITW BUILDEX, INC, �,i s£ '.._• �: 6 znls m!1'c0 mO, auwr+m: t C.1) MWIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL 8F. 2 i/4'PHYSICAL Y _ ._.. * Nautilus LR.� THREADED PENT 11 AO F1 _ .,, .9,A }�] '" ��� Rolling Shutter System -pniYo•!� } NO EMBEDMENT ItJTO FlNlitl MATERIAL.SHALL 9C CONSIDERED.4",PART OF THE.Rf:QUIRED EM8I:OMEh't'. 4p.;-=.='�- ^>`- `Z. �!0 6/ ......,r:.....-_.-...;. ._a IL E Elie. aA,L C = EXPERT SHUTTER SERVICES INC. C.2) MWIMUM EDGE DISTANCE (C.D.) OF TAPCON ANCHORS, iNTO WOOD SHALL UE 2 1/4'.rOCE DISTANCE IS z.L �• f"•"" S T.11lT'rC5f!NC k ENCINEERINo COMnAHy BEYOND ANY FINISH MATERIAL. TL '•• ,Y r c!!4 Nw.,u,n.c;,sr..xn,mwa:u.^!ax,n..u.tc t u.6 SW WIJMORC STRi,'T i w.,.•txsA„-nw. .,fw:J+ .i, •• i$--FLIT O F OR10 --,2:u1 oouoa ?rop,6T.1VCie Fl..14904 G3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON �i� 1 P'.•���+5 "''T IKKM,G(1W0:)49-CJ;b,f"X:(CT))6?L O•!9:! PkAMNo Mo e �p C7-,'1006114 ,n.nr wacm•ru +x wnwr,w 711,. fXI$TINC,WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STfiUC1UT?E.BEHIND :N14�p� W0..LEN A 111.111 Jr V -,.� _... SUi2t PANELS, F.4'Z�ry,�fJ I\jQ4'�JATE xlnR-we[x,t 4t v;1 0.o n-ru nonr . - sn6t] i or zn #9 410 lie 46 07 5 44 ...... ...... it w 03 DETA #2 .1 (tYP.) lc�;' DETAIL A !"4NI .......... ,SkNl, Cf 0. B OPTION 011IM"MoLan wc­­­-­—­--­­ 51 k g wc KM 2 U SMVV 4%0IfrSTAWV.S1Fr 7 CCWTEOWTHAC-SLVER I OETAII. 917 CIPOMEDIFREE AN4CORREYMN -ow CCKB?4SYS1EJAASk1A0Ur9`,Aff0 SYRINGEUCCATIMMU F? IBIA ksiMVAMwTvF;. DET.0 .L (Typ.) IuOFfu�tNYe!_ DY W.J IM, SLATS STARTERSLAT ICA tUFAUMALLOY e LOr4:MA'.V GME BASE SLAT DC ­6vs3TFFAtwNv&IAL.OY .............. .......... !rwk. I, ...................... AGETAL BUSIAINC:! .......... ............. .......... ............. ..... ................................. (Use"Cp7)OK9#I AND f?) WIMTY 14BW j IMUMODULUM3771,F) 1111SILPSMIRISATIL.:1 111 -75— BUI D-OUTTUBE ............... I L _RE1AININGSYSaM'I SHING BUILQ�OUT TU13E "�R,!W R61116MUMNLWALLOY SIDE RAIL. BUILD-OUT TUBE M'ZF Al W41NVN ALLOY 'WALE,11r.V SCALB In, sc.Lul Fm,:; *-UST BE REIAEWrO BY 91VIITA MORIFACTURER TO ALMS FOR A MKOLUM .._.........._,..._...._...._...__.D ._--..___..___..__.___ ............. 0.000•MMAN E BETWEEN SCREW VIDD AND CNON 11URRIWIE pDaTIONS. AVfTY WALL.AT GT„........... 11r_3BUILD-OUT TUBE ..........M...................... IS. 19-0x3/4'rrWJBUI(.DEXTEKSCREW CARN) STECI. 5/16'0 ITWIBUILDEX TAPCON XL ANCHOR CMILONSIM. L. i .......... STORM BAR ............... ...... aTO HIQ INC.KVVIK BOLT 3 ANCHOR E09 To 07 MULLION IrMILM STEPI TRAPPED ANGLE @ 4X6 MULLION 48 MULLION WM 1—1- Mw AaFly 'I.D KVMINJII 6063 To At UM DGI-IGALUMINUMALLOY U.'w"I"LILLY —, , N. FLORIDA BURDING $CALCI.MF1 I 'ClkENV,I• �,00s FLOR CODE (Non Hk 0�fty v6coflo 2000) Nigh Vel"ity rzENse• 020IN 1%'MCO BIC Nautilus R fling Shutter System / TiLIECO INC. rEpI"G COUP EXPERT SHUTTER SERVICES INC. x.0 �FC C IT UI IT51ING&LF1011 qOMPONENTS !076 sx.a;.T`A.ORE VRErr 5- PVIFF ST.ttKit FL.34,194 FLOgV6�."' —.,:kIR-0-1='• %o)) 6.r- Mm.;NO A iF IF ....... ... SHUT ; Of,26 .................... 12 1 SIDE/END CAP 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING(FRONT` 4 SPRING BRACKET©D ° �� �® &BOT COM).040 THICK 5 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) `ar' 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT • // �- �� /J .� 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT$.BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR Z4MAC CASING 23 UNIVERSAL WITH DIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING ®, BOX & END CAP ASSEMBLY COMPONENT to 11H+IlttblN .IbA BUiLUiN6 CWE (Non 131gh Velocity Hurricane 7,nne) N a u t i I u "J,LLWN fii: Lir ENS• s r.R.c. ` _ dpl, / }~ Rcila Shutter System oltlo/,s EXPERT SHUTTER SERVICES INC. 11LUT rEVtOO 3 i:Nrt"CER1+IC COMPANY '�'•. :.� xixs'+::e,1 zt.r.xa.n•eem an.n.a>,u. 1:;'16 S.N.91'MORE WREST `_.• �, c- i! v,<cn0•m eom PORT51.WpF,tl..,',aRUb a. STATE OF __ r.—f:,eas10-wrac.rv!:V12)enA.ILTE - uR.wtRe N° . s l CCL57'9. wumie+ mr _ — C e ...- _... _�_�._�.._._._—. ..___.—�� —__�.. % ••5,,04i;t � �. r({Ni:fN,1�:.{41!47 N n•i.,.� No/,1 ur .—.. G.ICI, .S to 16 ' `/rr�bpNn ntN�kk``N N ` J�Y/6 & Y/7 _..-..S`},- V/9 0 RE i;Yp V/9 0 REAR Y/6 & Y/7 N J.,................ ............... .......END CAP F_ END CAP- ENI% CAP "END CA� ..................... ............. .................. .......... S ................ StAT. .................................................. .......... __==77==-------......... LATS .................... ............. SLATS ........... SIAT!5' ............ ............... .......... SLATS ....................... ........ 14 ------- ........................... %tAIS R4 ............. SLATS J., ......................... LA I 'SLATS ---------44--- 10 0/8 0/8 ........................ ....... Z8 ........... C)./8 SLATS ......0 0.__.­.­ #" ­_._....:::::::::= Ol SLATS, /8 078 0/8 SUATS .47 S ........ LATS. .....------ (lyp. Ea. ENO) .................. ................ ....... sLA 'VAI I ............... sLATS .................. ......... ................ ................... Al (,Yr.) ...... ......................... f'SLATS SLATS J.............. 77—77/7 7 WOR&I OfIR SPA-':I (SEE S'I FX I /S IPY/6 & Y/7 V' %I...SLAT 5PNj .....................(SEE mmowas ON S4EET5 15 20)................. ------- r Sl Ar SPAN TYPICAL SINGLE UNIT ELEVATION W/O STORM BA ------------- r NOTE� SEE SHEETS 2 r*OR COMPONENIS C5;; 14.r.'S. TYPICAL $114-GLE.UNIT ELEMT10N.Wj STORM EARS NOTE: SEE SHEETS 2 Ft 3 TOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT- CASE i SItLITTER HEIG1,1T EQUAL OR U5S THAI) W-V APPLICAFALF TO iNSIALLATIONS W/O STORIA WEI$,W/STORM BARS OR W/STORM PARS&MULLIONS W/Klomly- LIP TO 11'-0'. W CUTI'l-RN SHALL START W/#1 5LAIS AT TOP,f0lJOI&ED 6Y#2,#3, .._TMEFZE"rTER, ml TOE WAY 0OWN.EACH SLAI #SHALL CONSIST Or MIN. FIVE(5)SLATS,UY THAT SLAT NUMBER.PROCEDURE FOR A0401M.'. SLATS 00AWWARO IIELOW#1 SLAT WALL GE CONTINUED UNTIL TOTAL SHUTTER HEICHT IS COMPLETED. OIJAWITY Or FINAL SLAT NUMBER INSTALLED DEFORE.10770"SIAT(g)MAY VARY WITH UlLm.ER's ioow. (h)GOTTOIJ SkAT@,NILISI 111'.ALWAYS INSTALLED. fM.-2: SHUT-NR HFACK tAf4GE5? YHOl 11'-,0-APPLICABLE TO INSTALLATIONS W/O$1ORM Nltitrl FLORIDA BUILDING CODE(Non Hi9k. Velacily NUrricono Zone) OARS MID W1 OR W/O MULLIONS W/HEIGHTS LARGER MAN I W \l,A LO!�& : "W,7'�, c TMIC1.0 is AVRN CORT1,14 SlkRT Vi/ #1 SLATS AT fOP. FOLLOWED RV#2, 1.3. WEREAFTCR. ALL ef, ........__­,\ NoutiluS -�(ii SLAT "Li.CONSIST or'"I fll4z (5)SLATS Of I'M S:A! • IHC WAY DONT.D S SI� IF Nums A.;IR*c[U0pE FOR InONG SLATS[K)WWdVhf?.()BELOW P1 SLAT SHALL TIC Rolling Shutter System #10:':LAT IS INSTALLEDo AFTER jI0 SLAT ll..%I VALLE-, 00,141PIRIE0 UNTIL D A001KNOU.,AW E=EC 0 Mr. 51.�,Ts I ;.. IfIf MUST K USED TO(OMPLEIC rK KfIAL SKITTER HF4;!I. • �fi, M EXPERT SHUTTER SERVICES INC.INE I, I MWA., 1626 S.W.SOMORL:SWEET ;i,?BOITOM jjE A-,WAYS N61WILED. PORI $T.LUCIE.ft..w1o. STATE OF (DI) DAAWIND Ub eR:cA ;Y! rt CR A,TILW ................ b/tf,'O TAO' t15 Xi.W1 2 1/4*M- A: 114"04311,"1W WIUM:X !CX rCf�EV-', OAj.V W/ !'0.f!RC U60' GAT VAN17H) ST.'-.*Et i'G*a TAPCONS WNUU Wf�!:. ...., 1/4'V!, Ft.i(jr.fAILAY MSHER a 24' GALY. 'ij UKON� Ki.y'V Sl T.Y.i.WASHCR IN 24Q- ... ......... ...................... . POURM CONCRETE- OR GROUT FIUED Pj)UR�.Jl GONCRE.lt OR i.LE' U GROUT 011".. K.0 WE'D. RVE BLOCK z CONC wxL RLOVIRCO. EUSE cv6f.'0 .rrC�) ........... opmm OPENNG U C.-K1511Nr MST Yowl) (myOND) GLA-S'S (6 E., SEE MCNOR SEE mcFw SCjjC:DULE'$, M ANCHOR ;i-..Z. -- x...` Q 141ECTS 16. 17 K ScIfLOULES CN 6 & Is 7 Al II X 16 min. SEPAkATION 11'DN i SEPARATION SEPARA 4 DaMOR TO OWS TO GLA$S ro MASS (Ex SCHFOuLES, 'Sa.wltrzuas, EXTERIOR (SEE SO KWS. gG;J Nt 511rET 1111 f9i ............... (D: (40o I----------- L % 0/8 0/80/8 0/8 0/8 0/8 POL-RUI CONCRET P, OR��)vy Flub)- WREO CO Or CIR019 LLE ONCRE W CONCRUC,BLOCK CR CROVY FILLE-0- PEOUiPED. CONCRM E'LOCK ............ WAII RMTREZ" 81-0c), -Z -4K I COU Of' WGE" Ot ed........... r t ij ON, MIN. C,D CO141.ALUM, xxm.ANGLC. 062^ "A Li.W/ Tff'cotis xt,W/ POWict)CONIRm 5/16-0 TAPCONS XL W N- 1 UPCON'S XL W/-' M,A.EMBEDMi,*N' 6 24' a. REUD, 2 s/4'Wn. Ems'"DIAEN1 'nks. 1/4"M!11. FMOMAM 24, 24^ MOUNTING FLOOR/CEILING I TRAPPED MOUNTING BUILD-OUT MOUNTING �_WALLNG' w'� SECTIONS Y "Of FLOMVIA BVIDilic CODE (Non Nigh velocity rrlwne Zone) ENS *Nautilus FAL. INSTALLATION DETAILS ON EXISTING -POURED Rolling Shutter Systery, Z CONCRETE OR GROUT FILLED CELL CQ-NCRETE 11LIEC 0 WA4Y EXPERT SHUTTER SERVICES INC. T 626 S�A.01,M)KE M' ErT C,7 I BLOCK BUILDINGS 'W164 -104 010)I.-OM,.11-;fliz)9-0�w DF�n'ING No SCALe. • Act "A�U�A T, J. ....................... .......... or Ran F nEn �F) I w(j) I FIOL REV j \11-/ 9k.OPK 'SF J\,, POUR r�CHECU�Es 0141. V; B ON NCRETC OR CROW I i (Sel SCKIMAIS ON FO (SEL t"Q'icRETE OR 10 SHCCIS 17& 18) SiIET$ 9 181 CONCRLTI. 4DCK "I-fis 17 18) GROUT F4.11 (su'S'clil 01!zil C"OU7 F[I.LEO colill."IfIC i&l SHEITS 17 at Oc. !5n, CA} X . /'./L�V4 K )OR .54b_l-J-­-3.4 klj) L_LJ E.1 1p. 4' R 1118 11 S;2*, '.'w ")( f)-V. 0 , 0 I.C. 1/8'stip 1/0'sto of/r, SECTION WLSTORMBARS TRAPPED MOUNT /9 OUNTSUILD—OUT MOUNT SECTION —P. (PLAN) SECTIONS 0-0 (PLAN) BUILD—OUT MOUNT INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS t F7------__ ......... OR .............. ............. odd' cl 4"O.e:"�; "t 4' OR /a-su- EJ SECTION 0 I 7�_t - '—Q' (PLAN) OR ja'%Ip OR /8'UIP Of/,"i%e ORIENTATION #1 Ow";, , '8*SUP OR I/w sup OR WALL MOUNT END MULLION SECTION Q—Q SECTION 0-0 (PLAN) SECTION R—R (PLAN) SECTION R'—R' (PLAN) OV" ORIENTATION I ORIENTATION #2 ORIENTATION 1 1, S #1 & #2 ORIENTATION #2 MOUNT 9' WALL MOUNT INTERIOR MULLION TRAPPEDWALL MOUNT END MOUNT INTERIOR MULLION K::......_.........__....._ INSTALLATION DETAILS INTO MULLIONS G.Gl,G2 ScN.C.V1,-J, ./4- suf, ow OD�" ....... ......... (2) 2-x4'OR @0 .................................... .............................. (2) 2"xC OR fSEF. 'HU. u.�cicnl ii ALTERNATiVELY K,@, A ON vm 21) 2N sl Mi 12. 1/4"0-20x3/4" 'S.S. kcs' (seE ,HEFT 20) • t;�HENJU' "' I ON 51IEFT?1} IZIM80O.— Vil Nk-11 -'AAY BE USED SECTION Q'-0' (PLAN) YIN. I rOP THIS CONNE"CTION ORIENTATION #2 'LYw000 ............. ........... EN WALL MOUNT D & INTERIOR MULLION ............ @) OR t Sur rLORIDA BVILOING CODE (Non lligh Volwify Junicarto ur..) C 201 DWAN BY 5 LLTMO 1w. FLUSH MOUNT (WALL) BUILD—OUT MOUNT No,44187 Ncjuti I us Rolling Shutter System 11LIECO .Mc EXPERT SHUTTER SERVICES INC. ATE T, - 4t T TESTIRG A ENG rr" SECTIONS 0'-0' (PLAN) L PORI'.11.LUCIE.It, 34084 15-071 o ........... INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS . _'L TCR A 1,"11 v I. I1.111w;m!J, 1 .10 e or 26 ............. ...... TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES STEP I OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING 3 AND DESIRED SLAT PROCEDURE 44:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN%`JR)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 (1a, 1b & Jb') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN I/Z' BE BASED ON CHART le ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE Al SIDE RAILS:A S.D.DESIGN PRESSURE RATING(p,sfl;THE OF SLATS 1*0 GLASS, REQUIRED MAX SLAT SPAN"L"It 2.ENTER SCHEDULES I a THRU 2c ON SHEETS 24,26&26 W/AZD,DESIGN LOAD:MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED Al CHARTS I THRU IC 10 PROCEED WITH SPACING(MAX,12',6'OR 7'),AND DETERMINE MAXIMUM MULLIQN SPAN(HEIGHT)WIALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN PRODUCT INSTALLATION VERIFICATION� MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,ILIA,11.11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION or.-TAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCL.UDINGA' NCI fOR TYPE.THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAPPED OR WALL MOUNTINGS OF MULLIONS INTO ER A GIVEN MULLION TYP CONCRETE FOILE I'... It,&p�). FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: t ..... (". LtAAx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112"SLAT SLIP MAY BE PROCEDURE jg.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 To.PROVIDES SEPARATION SHALL BE BASED ON CHART lo,ON SHEET 15,IT'SHALL BE MEASURED FROM BACK OF SLATS TO 10 GLASS FOR PRODUCTS WtO OR%AA]STORM BARS(SEE STEP 4). GLASS. STEP 3 OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENT',;FOR 2.ENTER TABLE I ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO*EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&VW ON SHEETS 16 MAXIMUM STORM BAR SPAN(JIEIGI IT). THIRD 18.ENTER SCHEDULES NTH FINALLY DE'T'ERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.O.DESIGN PRESSURE RATING AND STORM BAR TYPE,A.S.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS- BOTTOM.OPTIONS PROVIDE ANCI IOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4 IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STC)RM BARS a MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS 8&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE, A A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4s:IF STORM BARS ARE USED 4,ENTER SCHEDULES ie THRU 20 ON SHEETS 24,25&26 W1 A.S.D.DESIGN PRESSURE RATING MAXIMUM MULLION SPACING(MAX.,12'.8'1 OR T),A14D DETERMINE MAXIMUM MULLION SPAN 1,MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON M. & CHART 1c,ON SHEET 16,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGI-P)W/ALLOWABLE INTERPOLAT ION IN BETWEEN SPACINGS FOR A GIVEN MULLION TYPE&MULL16N ORIFNTATION� 2.ENTER TABLE I ON SHEET 22 W1 A.S.D DESIGN LOAD:STORM BAR SPACING AND DETERMINE 5-SEE SHEETS 10,IDA,11,11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP MAXIMUM BOTTOM FOR FLOOR TO CFJLINGGTRAPPEOI OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE ALLOWABLE STORM BAR SPAN(HEIGHT), FOR A GIVEN MULLION TYPE(i &,G)). 3.ENTER TABLES 2 OR 3 ON SHEET 23,NTH A,S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&8011=OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS * PROCEDURE PER STEPS I THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. rl.ORMA. tIIILUiItG CODF(Non Iflqh Vllloci(y Horrkonrt Zonw), 02M HOOD Dr Noutily s Rolling Shutter System WWII VOL .. EXPERT SHUTTER SER null TESTIN0&E.G�mt-lv wzi kVICES INC. 00R7$1, 34984 law)114�40t "n, ouo k.m.w j,.F.L. Q1,96 ............... ...........__. _.__.__ SLAT PERFORMANCE CHARTS IaIb Ib' 1& IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.U.DESIGN PRESSURE RATING(p.s.Q.PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND 170R INSTALLATIONS W/OR W/O - STORM BARS CHART Ia CHART Ib CHART Ib' CHART IC USE MAXIMUM VALUE BETWEEN P=TfE AND NWATNE A.S.D.LOAD 3/8"0KWIK BOLT 3 ANCHOR 5/16"m TAPCON XL ANCHOR 5716"0 TAPCON XL ANCHOR USE YAXU M POSITIVE A.S.D.LOAD VALUE POURED CONCRETE TO POURED CONCRETE To GROUT RUED CELL.CONCRETE BLOCK MAX. MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. "LMAX.' (FT) 'LMAX.•(FT) 'L1AAK' (17) DESIGN MEASURED TO BACK OF SLAT (in) bRESSURI WALL TRAPPED BUILD-OUT Bunn our,. Mw IAAPPED BUILD-our BU11D-our _ WALL TRAPPED BtNED-OUr BUILD-GUT.. W/o STORM BARS W STORM BARS RATING MOUNT MOUNT µms•/t MOUM W/� MOUNT MOVNT UNT,{ MWNr W/�E) MDUM MWNT MT, T MOUNT W/c SEL N S�k SEE NOTES rk F V SEE NGrES SEE NO1ES SEE NOTES 4r k ly SEE NOES* SCE NO1FS+F SEE NOTES* �: h SEL Tp * ND 20N WINO ZONE WIND ZON WIND ZONE. (Put) SEL NOTT9* SEE NOTES r1 SEI NOTES R 1-3 4 1•-J 4 30. .._.._.20'..:0^......... .4........... 70_=p"__ 2o•-0" ._.20'-C' 15,_•4•• 20'-0' 18'-0" 2U'-U'" t5'-4" 16'•-0' W-6' 1" 14 t/2" 6" 7• .0 ....,..-.___.._ _.._..........._ _.. ...----._...--'--...__'-'--"- .__,_.__....----......._ .....__.. 35.0 20'_.0" 1 -3" ?.0'-U" 16'-C)" 20''0" 15'-0" 19'- '-'C 4'- tl 16 20'-0" 1Ei-0` 1I'...T• 1 ...... 1 ..7tl.. 0 d 1/2" 6" 40.0 2U'-0' t:i-2' 1D'�-T 16'-6" 20'-0" Id'-�5" 17•_4,• t4r•_10" 1R'-11" ,4'-. ..........__.. _.........._..._..._...._._....___..._......_-_.._ ._...___.... _..__..._.....__. 5" 14'-10" 12'-9" t" 14 1/2" v 7" ........_45.0....... ��-b........ ..�5.-�.............._I8-(J"......._._1i3�.-3......_.._..'-_'`.%.._... ....�4..:`.'r. ...... .Lb�'.��..........._13:--!?.............._f7_'4"._...._)4.�:-2�....__. 13'-9" T2'_.0• I' 141/2' ti 7" _, ... ......_-..._........._..._..._...__... ._..__........._....- - 50.0._ 14•_2., 19 1 13 T" 14 ,D' 12'-10' _.•i G_2`._.._....13'_,1".... 12'--9' 11•_0" 1" IE1JT `...__6" ...-..._�"_._... .. .. .....___--__'--. _..-_.___.....__......_ .. . _._.._ ... _..... ..__._..__..-.. .".._.__._.._.._........,.,_....._..._........_...__..._....._......_....._....._.____.__..............___._-_.. ._.. :�.........._20,�.-�_..... .......).:; ....._...........15' 8_'._ _.13'.•4" 1T....g• 12'-4" li'-11" 12'-1" t5'-0" 12._4" 12'-G. IG.-6,. 1., .14 1/2. 6_ .!" ............_.. .60.0_.. _.. ._... 4..._..._.14•.:U•. 12._�. ... ..��..9" ...� ..??__....__�,1 •��._...._.._�?_::_5�............_I4-2_ 1 T-•0 11'-4' IO'-0" 1" 14 t/2" 6" 7" ._ .. .... ..-___..................._._......_.........._. ._...- __._._.._...._.........._...... 70.0 ..17.4 .......12.1.._.._.__.IS_-3 II_.-4 ._..._ 15'...0" t0:-b"� 1'1•-10" ..1.0:-4 12'-9" f0'-6" 10'-4" 9'-0" 1` 13 1/2' 6" !' 750.... ..._16-6_.., .._.??•_7"---' t2 7 _10'_•10" f4_3 !o.-0" ...1t 4 9' 60.0 ---9" 11'-(I' -t2'-0" 10'-5" 13'-:" 9'-5" 10'-.10 9'...7• 11'_7" 9'-5' 9"-J" .. 13 6" 7" .._...._85.tl_. T5'-0" 10'-ti" 11'-•9" 70'-U' 13 0" 9'•-T" 10" S" 4'-1' it' 2" 4'-3' V" 0" 8r j.. ._..TV rs" 6" 7" _...__._._-._..to...__....._ ___......_ ._.._..._.._..O. ._.... _..... ."..10'-1' tt 7 .9'-A"..._..1.Y-6" A'-10' IC T ft tt ,0 9' 8'...t0" 6'-••10" W-�0` 1' 1Z 1/2" 8' 7" .........95.0._ 13'":5."_..... g•....g• 10•-g^ g�_d• IZ•....0^ g�_5" +�,_.9„- 8. 7., tU._4•, 8•._.g. 8•.,.g• T...p.. 1• 12 1/2" 6- 7- 100.0 12'-9" 9'.•.4• 10'-5" 9'-1" 11•_6' 6'-4` 9'-5" B'-4" 10'-0 6'-4' 9•-3' T-6" t- t2' U" 7" .......................... .............._.............._............__..._.._....___............._..------'_._....-.- ... ._..... - - ._._105.0..._._?l_-_a .........�-:?r,. ft-9" _I.?.1..-.[;�....._ 6'...0^ g_2" g•__Y .N-6" 8'-0' 8'-0" T--4" 1" 11 1f'2" F' 9'-9" 8.-r. ) '- 7 10 _ g'-10.. 7'-11" 9'-3" 7 10' 7'-9" 7'-'l." i' 11 I/2" 6" 7' 1150 I"-•I' B'--5' 9 6 8 4 10 7 ._ ..._7_�F"._. 6'-A" T-8" 9'-0" T-8" T-B" T-0. t U'....g• g•.._t• g•_3• g•_.r .... T-5" 6'-5" ...7.-6" 8'-I1" T-:i T-fi` 6'-10' 1' 11' 6' .... ... ...._... __ .._.___ __.... ..__._..___,...t__._._..... .................... _._._. - ._........._ .._.........._......_._._.._.. ......__..... ...._...._.... .......125-0 6,- 7,-1 I" 10._U. .7._.2. - 8_�• 7._4. 8•-6• ?.-2. ..T-J 6'-6" 130.0 W-10" T-6' g'._.g• 7•_p• g'_y^ 7•...0• 6r_C1. 7._2. 8•_•6• ...._U. 7._2„ 6'-6" IU 1/2" . 7" 135.0 9 5 T-Y B'-6' T-1" ._.....9••-6" 6 . .. lO T-I' 8--2- 6 f0 7'-0' 6'-•5 . .t.. .��t%2' ..__sem 7 . g_-_'?.�..............1__............_....._......?..�...................._.,.._ 7_... g•..II• 0" _ g•."10" 6'-4" 1' 10 1/2` _�:.... 7. ................................ ., .........._.........,.. _........_...........___..............._.._............_............_..............._......._..........._.....__.._...._........................._......._......... _...-._...-..........._.__._...._._ -2" i'•-3' $'-•f0" -. 7'-G - T-10" - - 1" lU` ................____...___..._.__._._._._....__'.,_..._._....._..-._-_.._._............_..___..._ _....._.__......__.....-..............._...__._..__.._..__.__.........................._...........__................---•.`,......_............._......."._.._._......_....._...._............-_...._..._..................._..._. .....___._...___.. _ B'-B" - T-4" - T-9" - - _. 1" 10" 6" T ._.__....�._.- .__._,.._ _...._.':......._._._..-_.._..-----...._.__.....__,..... _.__....................._._._........................._.._................._.._......_................._....._..__._..____...._....�...__._..._........_..._........._........._.._..,......_....................._-.-.......... '7'-tU' 7'-0" B'-3" - 7'-2' .._ 7'-7" _. - ._ I" 10 6' 7' ._............._..,__._._._.._.__.........._......._...... ................ _.__..,..__,__.....__.__._................._._._...__._......._....._....._..._..._............_......._...._..._...._.._-......_._.._........_..._.._........._............_........_...._...-'_.............._......_"_.�_.-_._..._............._.__......._._.._....._ 1 160.0 6'-0` - 7'-6" W-lo" 8'._G,. - 7'-1' - T_..g^ .. .... ... t^ ,tl" 6• 7• * NOTES 1. ABOVE:. INDICATED MAX. SLAT' SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 15 INDICATE THAT ` T�Tb ','' AN ANCHOR SPACING IS AVAILABLE FOR THE CORRF..SPON01NG SLAT SPAN AND A.S.D. DI:SIGTJ PRESSURE RATING. ;�� F,?,;k �( i!/T �i FLORIDA BUIL01NG CODE(Non 11:9h Velocity Ilutrieune.Zen.) 2. REOUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITI'i .``y,:' \�i•• SAC•'• o::a,s VO:0 aa:. Nautilus{ o!1rnN Irr: 3/8_0 KWIK BOLT 3 ANCHOR OR 5/16"o,TAPCON XL ANCHOR, 1NT0 J N a u t i l u s T'"•(' POURED CONCRETE OR GROUT FILLED C'r.':L.i. CONCRETE BLOCK. OR 8......._ No.44167._., . ee -�'CC�"� Rolling Shutter System WITH 1/4"0 •TE:K SCREWS AT MULLIONS CONNECTION,VALID FOR 3. ^��•�• Y� 6� v;nu MOUNTED, TRApPEO M.TINTED, AND BUILD-OUT MOUNTED. - ^"'^"/n"["'""' ^'•' TILUT TESTING 4 rNGINEER,NG COMPANY EXPERT SHUTTER SERVICES INC. - •^J'•`;i�STAT ,.,1v:Aen 1.'j-•0%1 :S. MAXIMUM SIAL SPANS FOR INTERMEDIA'E LOAUS 1"tgl' BE '�•' f• G, Q. kr��` "-moa::a,ecoaoo,.c.•<r, Txiar:N.u;Cr.;,TIL, eA9AA oRaw,Ro No DETERtdiNED BY LINEAR INTERPOLATION REPNEEN END VALUES. �'�(`' �0 !Q.••��,� ro-cmopv Pr,.nr.�1 Ira-:•O% lar•o1a>nn-oacG .4� (� Tn;"n-, v.r N `] R.CROA ue E'1416'7 ne/,I - SNFL'I' '4 Gr lG n<.. uratno- nr.w uu"ry„ un _.............. _......._._ _-.__-- 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 WALL MOUNT AW OEiSA.S. SI AT SPAN RANGE PRESSURE RATING > 4'-5'1 > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16'1' > 16'-20't NG RAE(p•u.f.) 1 30.0 6,. g.. g.. 6.. 4 1/2» ................._................._......_..., .... ......................... .........................._..,,_.._,......... ..__........._................_.._..........._.............._ ..._............._................_._......_..._........_. >31-40 g" g• g• �„ 8" 7" 4 1/2" -' 8 .. g... _ ......._._...__ ' 1 J<""... t MAX. SLAT SPAN FOR A 5 e / I/2 .4 c SPAN ..' GIVEN A.S.D. DESIGN ,_ PRESSURE RATING SHALL >121...140 g» 6» $., .... .... ._ -- EXCEED MAX. SLAT _... _ .. ........_...................._.................................... ........._. ........, ......_...._....._.. ......_........._. SPAN INDICATED ON SLAT PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT NO SLAT SPAN RANGE DES PRESSURE RAMNO0'-4't > 4'-5't > 5'-6't > 6'-7'1 > 7'-9't > 9'-17.'t > 12'-16't > 16'.-20't RANOE(P•e.0 s 3D.0 6" G" 6" F" G" kY' _............._....,......._.......__......._......_................._.._..__......_--...._._...................._.........._................._............................................_......,-....._..._._....__.._—_._____...._.._......... 131-40 6" fi" 6" 6" 6" 6" 4 i/2" _.. ....................._..............._,....__._.__....... ........__..........._._....................._...._..._.................._..__._.._............._......._.............. ._.._........_...._..__.....__..- .................._................-........................ i0 6" 6" 6" 6" _ 4 1/2" - - ..__....—_..._...................................................._._._-........ ._._.._..__._....._._. - >61_ao 6" 6" 6" 6" 5 4 1/2" - ........ _. >61....705 ki" 6" 6" 4 1/1" 4' 1/2" _. ........._.__.......___......_-._...._...._._......_._.. ........._.._........ .. ............................._...._......._.____._.__..._.............................. ....._....._.._.__........................................_.__..._..__._....__.._.......... >106-120 6" ti" `t 1/2" 4" 4 1/2' _. ...__....._......................_..... _ ....._........_.__.._...._..............._._..................................._............_............._..........__.._....... .._':...._ .. >121-140 6" 5" 4 1/2" 3 3/4" - .............___..—_._....._...._...._.._._._..._....._........_....__..... ......_.._.._...........__...._._...___.._____.. ._........................_......._.._......_.._............._..........._................_..._.._......_...__... >1'4'1.160 C," $" 4" BUILD-OUT MOUNT DESCN SLAT SPAN RANGE PRESSURE 0'-4'1' > 4'-5't > 5'-6'1' > 6'-7'T > 7'-9't > 9'-12't > 12'-16't > 16'-20'f n( � EwCEef (EC� E EEE� E {E E _........s 30.. .._...._...._.._._.._....___.......................................................................__..._,..._..._..._ ........__...__.........._.............._..._.__-- ____......_...._......._...._.............__-...___.__.._______..._......._._.. .. _._. .._....__ .......'-' ki" 6" f+" h" 6" 6!' 61. 6" 6" 6" 6" 6" 6" 6" 5 1/2° 5" ...... ........................_..__..._.�.._....._.._......._..___._.... .___....................... .................6.�...............-§"....._....6" ......6" 6» 6" 5 1/2" 5 1/2" 6" 6» 6" 6» 6" 5 1/2" 4 1/2' - -" � - -- 3 3/4- . .... ....................................................................-..... ..............__........_.........................._........... .._. ... _..._.... . .._ >6i-80 6" 6" _6"_._...._.6" .._6."...__ S 1/2..$ 1/2" 5 1/2" 4 1/2 �' 5" ...4_.._ "..A- ....�..... .. ._._..._ _._.........3_.3/-0 ....... ..._._.... .___ .. -- _-- ---......_.....__......._.._. _..__.............._.-...._._.._.............._..._....__.........__.-....,._—......_...- _.._-.. _ _.. :.fti-105 6" 6" 6" 6" 6" 5 .J2' S 1J2" 5 t/2" 4 t/2' 3 3J4" 3 3J4" - - .... - _ .._ .. _ >106-t2D 6° 6" 6" 5 1/'r" S 1/2' 4 i,12" 4 1/2. 4 1/� 3 3J4' - - - - - - - _ ... ._ ._ ,... _ _. ....- .............................__..............,^.._..._........_..__......_........................_........._................_._.........__..._........._................_.._...................._..._........................................_..,..............._......................._.........._..... ....... -.... ....._ ............. ._.._. ._.._ ....... >12r-1 ut G 6" 5 1/2 4• 4. _. , 3/a" 3 3/4.. - - - - - -' - ... ....-_ ............................_.... ........._.. ..,.... .. ... .._...._...___._.._.... _ ._....._._.._..._.__........_......... ......_.. .._ ..___�.....----...._._._ _.._ .... _-. ......._ _ >Idf-180 ._ ._ _.,.. _.. _. .. __._ _.__ .. ... .. r R.ORIVA BUILDING CODE (Nor; High Vccoao Zone) 02015 TMECO WC. r.Rwm aY. '-'~.�';—d44t'� n�_'^•qk/*�r TS' •ri..x». txn C+CPSC„1»' P* Nautilus Roiling Shutter System / '6t " s5 Win x ENCINNEERIUD co1.Pnr EXPERT SHUTTER SERVICES INC . 1526 GW1410YOK r,1RLET 4w t t^I a-mo; W1.-n !cmn (—) 51.IS:UI Ft. M) i Ir DP iNUNC�(60R)'i�4-9RSG.YN'(r]))ell-G]Pa GV�NVIG ....'tt'•a'v�v 1�\` lYf ...� r� Hr... 0.t.T,✓a� urn • ur w ..l .. r l( ttxlYm. tart. m'n 1 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) MAXIMUM A.S.D. SLAT SPAN RANGE 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 10 60 10 75 '165 90 238 105 421 '135 594 180 999 240 1390 300 ...................... ......w....._............_........._.I............... ......_...._........_............................I......_._...__-__......................__ ._....-...._...._...,....... ..................._........_........_................... ._...,.............. ... . _....__. ......_......... >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 32.0 1823 400 ...._.. _.__-.1-1-.................. ............. .._..__ .... .-..............__-_..-_....._... ....._. ....... _. ...................... 1. >41-60 i0 120 290 150, 794 180 509 210 708 270 1266 .360 1962_ 480 2.553 582 . . _.... .._ ...........----......_....................... ...._._......._...--_.._ -._......__..........._.._ _ .. _.............__......__..__........__.. .._.............._._......_-............ _......_.--._- ........._..._......_.......... .... ... ...... --...._._.__. ._............._. -- -._..._.._ >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 ..... ......... ...... . . ....... .. .... .. .._ .. __ .... . ......-.....-- ....-...._........._ _ ...... . ----- 8 - 123 10 550 263 711 .,15 1142 368 1372 473 2.009 591 2492 638 - - ----..............._... . .... ...__. _._._._._... _ ...._._._.—._...._.._............ _. - ---...._ ._ _... >106--1 513 2,10 728 300 881 360 1.34;5 4-'2.0 1587 540 2-112 640 - - - _.. --_..._ _ .. .. -__.._......._ . .....--- ......... >121-140 552 280 960 350 1003 420 1612 490 1,869 630 20:39 6;35 - - - - _ _.......___.._...--- __. ..._._.---._ .........._....._......._...... ..__..... -- ___......_.--._-. _ ....__............ ..---................... ----._.._.._._...__ ......._......... .._........._....__.._...._.- - >141-160 781 320 1186 400 1322 480 1873 560 1740 640 SLAT' SPAN *NOTE: SLAT`— SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONFRACTOR OR PERMIT HOLDER 70 VERIFY 1HATEXIS7INGSTRUCTURE IS DESIGNED 10 SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEE7 FOR VX&Vy VALUES. Vy t i SIDE RAIL..., j I ,Tt — T-Vx Vy 01` P-Ji1 UTFLORIDA BUILDING COOL (Iron High Velocity Hurricane %o;-N;) \�,Er1sF C'LJ15 433[[0 lv�. N a u t i l u s A-AOLc'.`r = � Rolling Shutter System i x` YIL it'f TESTING k CNCINCFflINa COMPANY EXPERT SHUTTER SERVICES INC. •• •-'� (}t•' :•W esaa • ,u:r.,s,.car. n.aa•nn 1676 S.w.er,.T.ORC S'IKE1 $1A1 w r P .iY m ..,:e. �»'..,-„ 15_..0-;, FORI:a.T�q waC:r:..34984 urr,,•two?ors sxc.ra t:ny er,_vrvo owrlvc no LO1i (� � cR-nunarl� •'• x--•—.+ •• ^M-- WA::IY.N A iV:lf,l. n[. arv.r.. ttwrr,0'r w O.T snerl d,...m. wor 2(. 81e