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HomeMy WebLinkAboutProduct Approval 33 171 tof BCIS Home Log In E User Registration Hot Topics Submit Surcharge i Stats&Fads Publications { FBC Staff BCIS Site Map ! Links i Search Busiries ( product Approval Professi aI USER:Public User Regulation Product Approval Menu>Product or Application Search.>Application Lis[>Application Detail .. :=W FL# FL1224 Application Type n Code Version 2014 Application Status Approved Comments Archived LJ 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 21, 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. i I Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES.INC_. NAUTILUS ROLLING SHUTTER SYSTEM CA, 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 FL Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Imps of Use Installation Instructions Approved for use in HVHZ:No FL12246 R3 II EXPERT SHUTTER SERVICE Approved for�ie!:116.1-:�6. ) s Z:Yes INC_. NAUTILUS ROLLING SHUTTER SYSTEM DR LL Ci 15= 1 Impact Resi Yes 071.Ddf 1 Design Press : Verified By: Walter A.Tillit PE-44167Other:State Mis nd zones 1,2,3 and 4 Created by Independent Third Party:Yes 1 (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. I slip.See sheets 15, 16 and 20 for additional pressures and INC. NAUTILUS ROLLING SHUTTER SYSTEM P.i_L� f�R'vJC_. spans. 15-071.Ddf i Created by Independent Third Party:Yes Back E E 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: mumJT1C111-tCYM h'a R.SS:ti --._...... ......_.---.__._ � GENERAL NOTES' A.ANCHORS&TAU. BE INSTALLED FOLL"ING ALL OF ISE RCCOIAMENDATIONS AND SPECIFICATIONS OF THE ANCH CR'S EDVNUFACTUFF'R. I. NAUTILUS ROLLING S'HUTFER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT ((P•E.O.) FiAS BEEN S• ANCHORS REQUIRED FOR STORM BARS CONNr.CTIONS SHALL BE AS SPECrrIED ON APPLICABLE SEC.IMFIS SHOLYN ON SHEI.T S. VERIFIED FOR L�OMPLANCE IN ACCORDANCE ATH THE 20!4 (5(h EDITION) OF IHE FLJWA BUILDING CODE. _.3JB"0x1 1/4"CALK-IMS MANUFACTlIRFO BY POWER FASTFNEkS, INC. NAUTILUS ROLILNG SHUTIE'R SYSTEM SHALL.NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(ABAMI-DACE 1 4"0xl 4""CAL-SET MANUFACTURE[) BY ALL POINT, INC. /FTRLW7AND COUNTIES). -3J8"9 KWLK BOLT'tZ ATANUF'ACRIRED BY HILT,INC. DESIGN WIND LOADS SHALL.BF DETERMINED AS PER SECTION 1609 OF THE ABOVE.MENTIONED CODE, -5/16-0 TAPCON MANLIFACTURE.D BY ITW BUILOEX, INC FOR A BASIC WINO SPEED AS REQUIRED BY THE JURISDICTION WHERE IHLSE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACIOR Kd-085.U91NC•ASCE. 7-10 FOR INSTALLATIONS UNDER 2010 FOC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS 511.41.1.BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEEN. AND SHALL NOT EXCEED RAE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRiI 18&20 NikU 26. EDGE DISTANCE AND EMBEQMENTS ARE BEYOND ANY FINISH MATERIAL IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINEEMBEDMENT 0 PEJR ASCE '7� 10 GROUT FILLED OR SHALL BE FIRST MUM TO A.S.O. DESIGN WINO LOADS BY MULTIPLYING THEM BY 0,8 IN ORDER 10 ANCHOR SPACING 0 100% EDGE. DISTANCE. A 1007 CONCRETE CONCRETE. BLOCK TO COMPARE THESE W/ MAX. (ASLO)DESIGN PRESSURE RATINGS INOICA'TEQ ON SHEETS t5 THRU T8&20 1HRu 26, 3/8'01x1 1/4"CALK-tN 3 3/4" 4 t/2' 1 I/4•(5000 psi) NOT ALL..OWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS 014 THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1/4'0x3/4'SO1.10-SF•7 3' 3" 7/8"(3000 psi) NOT ALLOWED A 33X INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS IM USED IN THEIR ANALYSIS. FATENERS 3/8"0 KWIK BOLT iZ A' 4' 2 1/2'(3000 psI) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D,S. 2012. 5/1610 TAPCON XL 3 3/4" 3 1/8" 2 1/4"(2899 psi) NOT ALLOWED NAUTILUS RC WITH SHUTTER SYSTEM'S69,1.2 ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERFIFDOUTH IN 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SF.CNONS SHOWN ON SHEETS 10, FLORIDA.RE WITH SECTION ,88 AS OF'THE ABOVE t6-05, E0 CODE 75 AMERICAN SEAT LAB S. SOUTH ICA, U. IIA, 12, 124 1;St 13.1. INSTALLATIONS REPORT# IND ZONES 1, PER ASTM E 1996-05, E 1888-05 MO E 330 STANDARDS.BASIS.PROTECTION IN5TALVLTIONS FOk WINO '[ONES I, 2,3 8 4. MISSILE TYPE 0 AND ONLY APPLICABLE 7(J BASIC PHOTECTIV!J INSTALLATIONS,AS DEFINED BY SECTIONS 6.2..1.t, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19 el 20 -KWIK BOLI'IZ EXPANSION ANCHOR MANLIMIURED BY HILTI, INC. FOR ADDITIONAL UMRATIONS, -HUS-14 SCREW ANCHOR MANUFACTURED BY HILTI, INC. WEOCE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3, ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED), SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDIWITO BELOW OR AT ABOVE MENTIONED SHEET. 4. ALL SCREWS(EXCEPT FND RETENTION °CREW�1 TO CIE STAINLESS STEEL. 304 OR 316 SERIES WITH SO ksl EDGE DISTANCE AND EMSEDMENIS ARE BEYOND ANY FINISH MATERIAL_ YIELD STRENI H AND 91)kW ITJNSILE STR NCIH R CORROSION RESI5TAH1 CONIEO CARBON STEFI.AS PETIT DIN EMBEDMENT 0 `RIO% 50018.All.S.O.S.ARE TEK SCREWS MANUFACTURED BY itW 8U!LDEX&SHALL COMPLY W/ FLORIDA BUILDING GROUT PILLED OR CODE SECTION 2411,3.3,4. ANCHOR SPACING 0 1009• EOCE DISTANCE 0 100% CONCRETE CONCRESE BLOCK 3/4`0 KWIK BOLT'T7, 27' 9" 4 3f4'(30170 pai} NOT ALLOWED 5. BOLTS TO BE ASTM A-307, GALVANIZED OR ANSI 304 OR.118 SERIES STAINLC.S!'i STEEL. SY17H'36 ksi MINIMUM t/2"0 KWIK BOLT T2 V. 7/2" 7 1/2" 3 1/4 (3000 PSI) NOT ALLOWED 't'!E1D STRENGTH, 3/8.0 KWIK BOOS T7. 6- 4 3/6" 2"(3000 PSI) NOT ALLOWED 3/8"0 HUS-H SCREW 4" 5" 2" (3000 PSI) NOT ALEDWF.D 6.NAUTILUS ROVING STRUTTER SYSTEM BEARS U.S. PATENTS #8,095,226 AND y7.403,B00. 3/8.2 WEDGE-BOLT 4 1/: 4 1/2` 2 1/2' (3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR O SIDE IU+I.SIIALI DE AS FOLLOWS: I/2"O 1115-0 S=09 UNCI BOLT 6' G" 3'(3000 PSI) NOT ALLOWED 5/8"0 14.5-N SR81.W OR hTDIA NOA 7 1/2" 7 1/2" 2 1/2'(3000 PSI) NOT'ALLOWED (A% 10 EXISTING POURED CONCRETE: MIN. 3000 p.a.L COMPRESSIVE STRENGTH. 71. THE INSTAL.LATIONF CONTRACTOR IS 10 SEAL/CAULK AIL PRODUCT COMPONENT EDGES WHICtl RELWN IN CONTINUOUS CONTACT WEN!THE BUILDING -5/16.0 TAPCON XL ANCHORS AS NANUF'ACTURE) BY ITW BUILDEX, INC. 1'0 PREVENT WIND/RAN INTRUSION CAULK AND SEAL PRODUCT TRACKS ALL.AROUND FULL LENGTH. KWIK BOLT 3 ANCHORS lI MANUFACTURED Ire HILTI, iNC. 12. 11 SHALL.BE.THE.RFSPONS191lYY OF THE CONTRACIOR TO VERIFY THE SOIJNONCSS OF THE STRUCTURE WHERE PRODUCT IS TO 8F. ATTACHED TO A.1) MIMMUM EMBEDMENT IMO POURED CONCRETE.SHALL BE: INSURE PROPER ANCHORAGE.,THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLDC:K OR WOOD FRAME BUILDINGS. 2 1/4" FOR 4/18"0 TAPCON XL ANCHORS& 21 (/2"FOR 3/8"0 KWIK BOLT 3 ANCHORS. NO E.MBEOMENf 11410 STUCCO SHALL BE CONSIDERED AS PARI OF R•tE'REQUIRED EMBEDMENT. 13. 1t0S PRODUCT'S iNSTALLATK7N SHALL COMPLY WITII ALL SPECS INDICATED RJ THIS DRAWING PWS ANY 14UILDINO ANO ZONING REGULATONS PROVIDEV BY THE JVRISDIC HO14 WHERE PERMIT 15 APPLIED TO. A.2)MINIMUM EDGE DISTANCE (E.U.) INTO POURED CONCRETE SHA1L. BE: 4'rOR Sf 16,ol'1APCON XL.ANCHORS&ti"TOR 3/6"0 KWIK BOLT 3 ANCHORS. F.t)';E DISTANCE IS BEYOND 14. UFTING ME04ANISM NOT PART OF THIS APPROVAL. ANY FINIS MATERIAL., 15. (a)THIS P.E.O. PREPARED BY 11115 ENGINEER IS GENERIC AND DOES NOT PP.OVIOE INFORMATION FOR A.STYE SPECIFIC PRUJLCT; Le, WHERE THE SITE A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE. OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE.FROM THF..P.E.D. THE EXISTING YJAE OR FLOOR,ANCHORS SRALL BE LONG ETIOUCH TO REACH THE MNN STRUCTURE.LTEHINO SUCH PANELS, (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE..AND IN TALLATRON INICLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON TNI: (B)TO EXISTING GROUT FILLED CELL CO'rNCRETE BLOCK WALL.-ASTM C-90 PS D.PROVIDED HE/SHE DOCS NOT DEVIATE FROM,THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAIU'Y AT SITE IS THE CONTRACTOR'S RESPONSIDIUfY. -•5/16"� TAPCON XL ANCHORS,AS MANUFACIURED BY IPO BUILDEX,INC. (c)THIS P,F.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MLANS, 8.1)MINIMUM EMBEDMENT14", (d)Or 5/16"0 TAPCON XI.ANCHORS INFO THE GROUT FILLED CELL CONCRETE BLOCK UNIT$fVd.l.BE 2SITE..SPECIFIC PROJECTS SHALL BE PREPARED TTY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH W11-1. BECOME THE ENGINEER OF S 2 t NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENE RECORD%(.O.IQ FOR TIDE PROJECT AND WNO 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 SUBMTT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. B?) MINIMUM EDGE DISTANCE(ED.) Of 5/15"0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (e)THIS PS,O. SHALL.BEAR PiE[TATE AND ORIGINAL SEAL AND SIGNATURF OF''THE PROFESSIONAL LNGTIJFER OF RECORD THAT PREPARED R. B.3)IN CASE THAT PRECAST'STONE, PRECAST CONCRETE OR BRICK PANF1S,VENEER OR PAVERS BE FOUND CN TNF. EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND 16. PRODUCT MANUFACTURER'S LABEL SKIU,BE LOWED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF SUCH PANELS. FLORIDA BUGOING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING'To COMPLY WITH SECTION 1710.81. OF THE FLORIDA BUILDING COOS, ................................_. (C)TO EXISTING WOOD FRAME BUILDING: SP RUCE PINE-•FIR-SOURi (G-0.36),OOUGLA.S-F'IR-SOUTH(1-0,46)OR ,gyp 111. SHA1L UN'Y 8E USS TO SODUTEfRN PINE#2 W/G- 0.55 MIN. aNQ _•,W �(' IN 77YE S7A7E OP FL.ORgi•1,.•,� FLORIDA BUILDING CODE' (Non iGgh VelOC;Ey Hurricane 'lon0} x'/16"o TAPCON XL RNC110R5,AS MANUFACTURED 81 I7W OUILE)EX, INC, _�� 4 !�1 cc v+ 'I t 'Yvax t. C,1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS,INTO THE WOOD FRAME UNIT 3HAL1.BE 2 1/4'PHYSICAL � :7•" � $� � - � I v o U t i!l.i 5 _ fA g THREADED PENETRATION. NQ•.�4-41fiy. ' c xm NO EMBEDMENT P410 FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED FM9EDMENT. jji,:-r'��'.r:;R;_x"-"='-->�"'•may �° 1�0 FRulttng Shutter System _ i. __. .. _.._...;.,k.._ EXPER C,2)MINIMUM EfK'F. DISTANCE E.O. OF TAPCON ANCHORS,INTO WOOD SHALL BE 2 = �� Yar,f,,( T T'Lut T(StIgG&(NpMELAtNa Q.wPANY T SHUTTER SERVICES INC. -^- ( ) 1/4'.EDGE DISTANCE IS KK�� nTGU}�`r-,Oft.: c>u Nn.Jca.w,m.,wA 1Ywva wa1w,r,s,ru� 17,tS..w 9:l]MORE SIRE" BEYOND ANY f1WlSH MATERIAL- =9•�, / f'.:IJMP_:ur 15.-07 1 t9 F GRID "n rom s1.LU!r.,tE.34954 uu Ittroo4qul.Ccm J4Cir Cl)IN CASE THAT PRECAST STONE. PRFCCStc f CONCRETE OR CRICK PANELS,VENEER 0R PAVERS BE FOUND ON � 'C••'• t P ' ��= nrcae Rnx+I:s9-cxb.ry�Inrt rr!1-' ORAvnHO No THE EXISTING W&L.OR FLOOR.ANCHORS SHAD.RE LONG ENOUGH IO REACH THF. MAIN SITJUMURE BFH!HD 4S YrarJ'Ll A ot.(R ar cI! SUCH PANELS, ffYiOy�E N ,.! AiE ittNi'L'A Lk.J #9 .................... ........ .•................; If 7 x ns,........... Dor 1, reTsv�hr N(Ir0•Mi #2 3 04 15" f, ➢19 48TA3kESS STUL WKWIR EIFTAIL A Cowua4z,laq- inii n6IiEti L OPTION 0111M.NXI.Rip.i .16 DFTAII CR Te fiRMCCRROS" Note .. : j i 4 ! iy i � j IFye 101.4 ksiMMISTRDW�, t OET�q STARTERSLAT Aw f SLATS t.. liva,6 Atupwim ALTO,( 60ZWALUVINW ALLOY @ BASE SLAT 606314 ALUMVNLMMLOY tyj L..�,r .1w-1,2 ............................ ............ A ETAL.BUSHIRG ....................(.M6. ............ ....................... ................................ . ...................................... Noftywo"ONS At AND") % QeK_CA 4-1- I11_�. ....�{ MWrrY 1401W TEMILEV'00L&1l5.177w " "J inr.} 't•'•'t.i f TENSLLE SIMSBATYIEM0.13S J.--. 063 TUALUMINUM ALL Of BUILD-OUTTUBE 5w CC) ITAININGSYSTEM:�jS,CR.!VI*BUSHING BUILD-OUT TUBE SIDE RAIL BUILD-OUT TUBE 0 fM%ETALLjNWWA�LL0Y 0M3;rbA1UM1.wMALLrjY VAtx SPALL frr *MUST SE RMEWED UY SHLUTCR hWitIF-ACTURER TO AUCIN rOR A WNFLUM ----------- qvao*CtA^*JCE BETWEEN SCREW HUD AND CAVffV WALL.Al NON HURMICAUF POSMONS. ,! 1� Z000" tM......... I@ BUILD-OUT TUBE 'AITItALUMIN MALLOY .......... ............. 45." 1/4-044ITWIBUILDEX TEK SCREW C0=4STECL 2m, M/ 7. * ow/U/ QIT� 5116-0 ITW/BUILDEX TAFCCIN XL ANCHOR CARWN STELL GCALV W. 11 ..............—1 Ll .................. @ STORM BAR W.......................I (�)318'0 HILT).ING.KWIK BOLT 3 ANCHOR M-T6ALUWW1JA1JLOY @1 !L.6 MULLION,., 08 MULLION @ 40 MULLION CiMONST.Ex 4CAIR ITT.I W11111111#11", SC.M 1�1- TRAPPEDANGLE 006VrGALtAVNVM 6%`16AL I M "'IDALk, :ALLOY w ZNNUMNLO, 6%.3.75 AlufANVIA 14...Gy Z 411, FLORIDA BUILDING CODE (Non Hiqh velocity twicone zone) VALE. w o 1-20t5 Mr-0MC. M: ABA NautiI s rR.L. Rolling Shutier System - IL 9 C 0 -2=7 EXPERT SHUTTER SERVICES INC • ,�QI I a: MIT Tr.STINQ&LNGINUMNU GUMPA"f 'N"r 1 1826 S.W.CUPAORC SIRM U, :.144 COMPONENTS PORI ST:.(L!C'E,F.J$-156' -5 . fe0)74�X1 I.. 77T)6 r" 'FLO cri—ocooh "Allif."A. E.r; "IT rLORIVA tk..A3 44 iC7 pn,I-TRI no/IR "U, 2 of 20 12) ''��,•.% 1 SIDE/END CAP 2 HOUSING(BACK&.TOP).040 THICK �� Ie 3 HOUSING(FRONT&BOTTOM).040 THICK © '�. ,,v 4 SPRING BRACKET s �� 0 ,- /Jl / 5 SPRINGASSEMBLY L AXLE 7 SIO E RAIL(MAIMM N SECTION) •,r• 8 SIDE RAIL(COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS r' a �/ . 16 SIDE RAIL(MAIN SECTION)FASTENERS ov ' /' i 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY ���• /�'�/"�� ,� 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE [ 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 OCTAGONAL IDLER END IDLE 25 IDLER BRACKET WITH BEARING BOX & END CAP ASSEMBLY COMPONENTS +O�• �J {{{fNNUtpI RIDA BUILDING CODE (Hon }Bgb Veloeity Hurricane 7,ore) , * Nautilus ewAPr+9T• , Roiling Shutter SystemIL EC SHO CO — Tillrt TESTING CNfiINECRINPAHy EXPERT SHUTTER SERVICES INC. A��1un{ - _*'; ✓. ° reAaxe .r xx....er +n..+.4,u. ,na°etV en,uoRE 7REET 15_.bll LIt^ja:o-i9q +o*:<'sMn%P+-t5,• PaftT 57.cucir,it_14284 STATE OF I,�+t.MooT.v-sow.•'a pn1 1:+_1x1 _ ...._..,.t.� ` 1+'ATC1 P.iM1lll.v.:,f, m.'ia ar.w rtcrann iii ANAL /f fl/71777HNff 11{fj� �oY/6 & Y/7 BOX IP V/9 �K�/Tyr N V/9 Y/6 & Y/7 11, ti. N ..................... (,AP ............... ....... _LM) (;AP DC) ;END CAP­A END CAP""­ .............. ...... #2 .............. _,, ­__,=_. ..,_­___,......................... 'SLATS .........------ ................. ...SLATS ...... .............. .............................................. ....... N4 14 ------- SLAT!k SLAT, SLAM ............ SLAYS -------...... ............ ........... I _Zv 5 ATS o7B 0 0/a 0/8 0/8 /8 J? SIAT5 SIATS .­............... ............................. ............... ......... LAY si-ATS ........... (yp. Ell. END) ............ C.ND) . ......... ... ................ .....­.— ............. ......—--------- 'qLATS SLATS ............. .......... ......... ...................................... (Tyf'.) (TYPI P .......... SLATS 7 77 771_7777777'7�7 77 Z1,11W.I.,/Z//Z/ • STORM_'MR SPACINO ,/ ...................... ........i v ........... ........... (SEE s)fi.&-1Z -Z=*' VATS Y/6 Y/7 ............... .. ...................... j.I>Y/6 & Y/7 W ................. SLAT Sr&N W."ED us ON SWSTS 15 20) i ._.._._......__j wirrIlus OR SHAT fb� TYPICAL SINGLE UNIT FLEYATION WZO STORM BARS 'G) S FITS NOMENCUM.-Ri NOTE: SET SHEETS 2 & 3 fQR COMPONFNTS NOMENCUMIRE. TYPICAL SINGLg UNIT-ELEVATION W/.,,STORM BARS 1,10'11E: SEE SHEETS 2 & 3 FOE? COMPONEWS NOMENCLATURE. I-L)R 5 EN A SHUTTER CASE 1: HEIGr11` EOLAAL OR LESS'THAN 11­0'APPLICABLE 0 INSTALLATIONS W/0 OR BARS.W) STORM. BARS OR W1 STORM PARS 41 MULLIONS W/ HEI0141; T0711 , To 11 IM-o'. (a)01JUDUN 514ALL START W1#1 SLATS AT TOP, FOLLOWED BY#2, #3, THEREA,-TER.AL'.. -#SHALL CC -4.IM S ,,e yf DOWN.EACII SLAY MSM OF MI, --.(7,)Slj�f Y LAT NUMBER. vR()CEDuR(,'FOR ADDIN. SLATS DOWNWARD BELOW#1 SLAI SHALL OL CONTINUED IJNTiL TOIAI. SHUTTER HEIGHT IS CONIPLEUD. OUXICIM Or ft". SLA? NUMBER INSTALLED DUORr.BOT7014 SLAT)MAY VAR-f WITH SMYTTER'S 140ot'T. (tI)BOTTOM StA.t@MUSr BE ALWAYS INSIALIED. SHUTTER HEIGHT LARGER TiVN 1t'-0-APPLICASLE TO INSrA11A_vof4!5 W/O STORM L11LItifis— FLORIDA EIUILD;MQ CODE(Non Mqh VolDc;ty HUfriCUno Zon.) SAAS MID W1 OR W/O MULLIONS V:/ICEIGHTS LAW.R THAN I pk •,•l•ilt/.J,. Nautilus i:VRTVM .jjwY ,j/ JI SLAYS AT rOP,POLLOWED BY #2. 13. Tlik*f?Wltil, AL!_ 'AT VM Rolling Shutter System 1IMAT S, -ACH I CON Or'JIM FIVE 01) 'I-AT > C WAY OC".r . SLA sqAt.BE INC. DATE MUFJBER.PROCEI M URE ADUNO SLAYS DOyiNWARE)Mtovl#1 SLAT, A 4 CX 11MILIEG UNTIL #10 SLAT IS INSTALLED. AFTER ;10 SLAT 0;INSTAL;F'n- ADof"fjNAv.J10 EXPERT SHUTTER SERVICES )TA 111.1.11 TESTING ENGINEERING CO�AW w.e,,, AL SK1,111ER HEIGHT. —J." .. -.— I Ion s ,,uorr SINEET ATI IAL15T BE v1_' , USED 10 COMPLEX THE KYT All! 11 PORI ST.oic.c..R...34MI1 ORAW-0 h. (b) BOTTOM SLA--4:LS)WJ5Y Bf,f�LWA'15 INSTAL11D. 1.ft� STATE bF .,'4rc Z WAVER A 14 LIT J�Fr.. I f'LGXO:,I,-I 441V Of 2C rd i1i 1/A L ........... .......... ....... ...... ............. TA-01'?IS V.V.",.1 1'd" Aim. CO-Nrptl".i 018.0MENI &I I'fl) CALV AL04NOV TUBE. W RLIUXX %71 S-CRIE"r, !"4' Min. S--E�L'.11,1311IR 4 2.1' 1"OD,WX�� �'AL;Wnf) i;TEEL 'i" "00-00f,0' pmj") ! .1,'/. :z* i'.'. ... " -, !V:G"* WASHCR & , / , , "', STE f� /. Z /4-kll— EMKOMENT .............................................. POURED Wmi"Tr. r,uu)iF,o conmu Ok GROUT Ok CAOUT HiXo CONrRETE 0ROAD 66CA j! concucit r WALL FiCOLAW WMA.REOWRE't) EDGE CIE. cvc.r()E../ OPENING ........... OVIENINI; ......... ......... IVI E'AfAINCLxhr[Nc: EkSTING OILASS- G CLAS'S---!j "BEYOND) FAcyonti ( .............. I... .... .... CO ................... 5FT ANI P& SEC/.N'cF.cn ...... X WHEDIRES ON SCHEDULE.- (in . 5W.T.IS 16, 17 5r.AA-401DR 16 7 Sclapuus' ('.�l d• IDD.. ................ F..F.Ts 511" X) Mi, 5f Min SEPARArION SEPARAIVI TO (It EXTERIOR To GAASS ASS (SfE Dwo ........... Rw WMR oil:51W, 16) Tft SHFEI 15) on SKET 115) ............ as G 0(E3) 1: I...... ...... 0/8 0/8 0/8 0/8 /8 7 0/8 0 -f' NurcO CONCRETE,. n6Rjul' of?Opt" FILLE0 Pcifilm U)NCREFF v CO rr'.CIE LILOCK CON"RE"'. ,=.I(ILK".14 LL REQUIRCE, OR GROVT WIL:ED ........... CONCRETE BLOCK WALL REOURED. WAL11.PIGURE.D. cna ;1.......... j................. 2 1/W - /,1:-* " ........................................... )AIN. IF.D E.0 1/2".1 ALUM. ti—XON1 5/Wo WCO�s XL.W/ PUUTiEO CONCREIF 5I1t-a tAfvow;X1.w A.UM.ANGLE W-1 k,,;Min,)REMO, 2 M;n. COREIAV 1 4 9 24, WALL MOUNTING FLOORfCEILING I TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS Y mY11,1111,11wo, no) FLORIDA WILDING CODE (lion High Velocity flun;cane 7A) EN INSTALLATION DETAILS ON EXISTING POURED ......... a u t i I u s R CONCRETE OR GROUT FILLED CELL CONCRETE ILIECO olllng Shutter System yesfiNc& EXPERT SHUTTER SERVICES I "I—'— N-11Y.'BiLTMOVIE 5TRECT i K–e 71 BLOCK BUILDINGS t: 1) M1F.R, .1+984 SCALL "LORI V.ad ............ .......... ........... '101AF0 C Lim F.1)................... . ............... N ED NAMED CONGIZVE 8LOCK C CONCRUr If, (-If ,xwum. NE�CHFWI ES ON QOW OP. GR. -HEF1 f'U ED U CQIC OR 51 Hxj5 17& 18,1 SiiEjS- 17& 18) 1�1,NCRETK:1i1.J)CK 18) (SEE sbmuLi,-z C,, Filen REFE 5 8) �!:Lcis 17 1 J C 41,ox •r X." N /P\ Os 118-sup ;2-, 1/4" o 4� • d, 0 SECTION WZ STORM or, ,. r�1.)8" OR;;a-Sup FLUSH MOUNT (WALL) 1,1--, SECTION—P—P (PLAN) TRAEPED, MOUNT BUILD-OUT MOUNT BUILD-OUT MOUNT WAC.NIW SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS .f' .-7 .........7.7 ........................ i. oc'! ft�4'nx. 4. z 6k)-�': ECTION 0, ,,wz"— lli� T�4, D) ORIENTATION I OR I/a-SLJ, 0.1 11F Wr 1/2`T"14 .u, R ji END 11 It ION R WALL MOUNT SECTION O—Q (PLAN) gjECTION 0-0 (PLAN) SECTION R-R ' ORIENTATION2 PLAN SECTION R'-R' (PLAN) # ORIENTATION �#1 ORIENTATIONS & 2 ORIENTATION 2 WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION I I ION TRAPPED MOUNT INTERIO#R MULLION INSTALLATION DETAILS INTO MULLIONS G.G1,G2 4' On "'C GR v`a-Sur CD) Ulp 7— (2) OR iSEE FHEVJ 20) A 2'*,�4'CR (2 iA- ON SHEET 21) ALTERNATIVELY TO(it) 2��6,* STUDS.-Log D, I e, - •( al� 'it 111CHE% m- -, 4"o 2.00/4" S.S. M.5 1 2 (SEE: SHEET W1 NUT MAY BE.' LISED SECTION —0 N N Q' - (PLAN) (N SHUT 21) 'T rOR 11-115 CONINECTiON ORIENTATION #2 ............. ........................ ............... WALL MOUNT END & INTERIOR MULLION I.Mr -12w- .......... Ot A.TJQ� T/4, FLORKA BVILOING CCOE (Non 1119b.Velocity uw-cme Zone) A oR *Sur 44' rM -..- op !�,6,sup & Nautilus FLUSH MOUNT (WALL) 44167 IL EC Roillng Shutter System BUILD.-OUT MOUNT ww" IL EC01mg�- EXPERT SHUTTER uH ATE SECTIONS 0'-0' ( R SERVICES INC.INE 'JuAT Tt$?11A0&ENGINCER]"O CO,CO�PANI BRA"r,N* INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS M]"A X Tzuf,I I ,vz TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES "Tr PROCEDURE 4b'.IF MULLIONS ARE USED BUT W/O STORM BARS HP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT SPAN't-(ft)TO PROTECT IT(SEE GENERAL NOTE#2.SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2 ENTER TO CHARTS (In. Ib & 111') 71 iRU IC ON SHEET 15 TO DETERMINE.BASED ON AN 1/2" BE BASED ON CHART Ic ONSHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR'TYPE AT SIDE RAILS:A.S.D.DESIGN PRESSURE RATING(p,sl);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES la THRU 2c ON SHEETS 24,26&20 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT'CHARTS I THRU IC TO PROCEED WITH SPACING(MAX..12',FOR 71, AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION ION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN Q &93),MULLION 7yrE a MULLION ORIENTATION. • ENTER A.S,D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3. SEE SHEETS 10,10A,11,1 IA.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(TRAPPEDI,OR WALL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(lb",G4,02&0y). LjAAx: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 114ULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic.PROVIDES SEPARATION SHALL BE BASED ON CHART le,ON SHEET 16,ITSHAU..BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W1 STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRouucrs SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE I ON SHEET 22 W1 A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&Vb'CN SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT), THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 014 SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING 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 8&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. jjfjqCEDURk4a.IF STORM BARS ARE USED 4.ENTER SCHEDULES la THRU 2c ON SHEETS 24.25 4 26 W1 A.S.D.DESIGN PRESSURE RATING I. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASSOON MAXIMUM MULLION SPACING(MAX.,12'.8'OR T),AND DETERMINE MAXIMUM MULLION SPAN CHART 11c.ON SHEET 16,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)WIALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE I ON SHEET 72.4V/A.&D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,IDA,11,11A,Vj 12A.13&13A FOR MULLION CONNECTION DETAILS AT TOP a ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONSINTO CONCRETE FOR A GIVEN MULLION TYPE 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE.APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS 1 PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE.(ANCHORS 13&C) STRUCTURES,SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CON14ECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. ......... FLORIDA BUIUYN'll CODE (Nor. High V.1ovity Hurr',coot; Zor,e) 0 \\ SF Ncu til u s �qi Rolling Shutter System 4 Ly,V-Ec :c- Tit.111TUTM EXPERT SHUTTER SERVICES INC. 30-o." jg� B'DUMt:)T-REET 1 07; SLAT PERFORMANCE CHARTS Ia. Ib 1b' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.U.DESIGN PRESSURE RATING(p.s.f).PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS WF OR WO S CHART Ia CHART Ib CHART Ib' CHART IC USE MAO UM4 VALUE SEMEEN POSRNE AND NMTIVE A.&M LOAD USE UWMUAI POSMVE A.S.D.LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR 5/16"o TAPCON XL ANCHOR 5116"o TAPCON XL ANCHOR POURED CONCRFIE t0 POURED CONCRETE TO GAOUT FILLED CELL,CONCRETE BLOCK MAX, MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS AS.D. 'LAW(.' (FT) 'LMAX.'(FT) 'LAIAx.' (FT) MEASURED TO HACK OF SLAT (in) DESIGN RESSUR *w• 1BAPPm BUILD-OUT BUILD-our.. "I TRAPPED BUILD-0111 Buan-our WALL TRAPPED DUnD-our u;Lo-our W/0 STORM BARS W/STORM BARS RATING MOUNT m MM�.op� T yey�� MOUNT W/(O 4WNT MOUNT y{QUNE wL�� MOUNT wlcrz 1 LUNT MOUNT NT 6 MOuxr W/.. (Pat) StE Notts# SEE NOTE4 4[ �'�•i #NIM SE[NDiCS# sf£NOTES# s[E Kasts# U v:SEE NOTT&-* sFL FgliS# SEE NOTES# NOTES�k *WM SEE Notts i' 0 3 WIN0420NE ND ZONE WINDZONE 30.0 20'.,0• ;c•...4' 20•_0' 20.1..6" 20•_.0. 15'-4,. 20'.-0" I8'-0" 20'-0` 15'-4" 19•..0• 15'...6" 1' t4 1/2' [i" 7' 1111.......___.. .__.........._....._. ....._::...._......__.__.....___.._...._.._..__..._....----...__..'_......__..___.._......._..................__...__._._.....___.,..__..--..._..-..__...._.._..-'---......___._.._._....__....--'--..........___.._...___.......__._._........._...__.._.._.._......._.... ..... .0'- " 9Ti- 4'-." 1 C'-•0" Ir--3' 20'-•0' 19'-0" 0 U 19'-0" I8'-3"' 20'•"0' i:i-0" 16'...3' 1 C d6" ..-_ :......._.?........._............._................_............._,......................_...._....................._^................................._................ ,. 40.0 20'-0' 1�-2' 19'-7• 1fi'-6" 20'-0` 1"..1. ����17'-4" 14'•-10" 19'�-•17' 14'-5• 74'-fp' 1�-9" 1- 14.1/2" G' T ...._..___........._._.._..____.._.._..... -_,._.__.._.-..__....................._.._._...._._..___..._._,.._. _...._._._....._..._._._____.._....___.__..__.._....__._.__....__ ..�___..__...__.......___._... ._...._..__.............._.......___.•._,_.___..-.._ ,.. 1111_ ........ ... 1111.._SStO... '10'-'0' 15-0` :_n.................::.....�_. ._....'.._.�...................::�_.-_..-,.........-�.._.._...._79�.'_��..__.__�.!,.�4.-_ ...14•::.Z�........ 1J'-y` 12-0` !' 44 1/2' G` 7- ..__._...._............ _ ,..._.,_.._.1111..........._._._....___..._.._......._..................1111.-.._..._......_...._......_..........__..... 50.0 20'1.6• t4•...10"1111........16�-9"1111 14'...2"..11111111..ly....1........ _........................... .....l..-1Q"..........1J•-10..... 1111 t8•':�11.11....1.3':':T" 12'._g• I1.'-0• .._�...._._..._....�.4..� 2�..._..__ . %. 1111. .._....._....-1111....._.....:......._.. _ .._............._...._ _ .._. ._�-1111.. .. ._._,1._1.._0...........,...1...-1111___.._. /.,. A' ... K-4- 12'--l- .....__..._._._._..._._......_......__.:...__..__...___.-_ _._...____..__..._.............................._____...,...._._.__- _. .. 1111_._...._... 19'-5 t1!..g` T4•...0• .-Ti2._7. ., 11'-•A" t3'-2' 11'....�• 14'-2" I t'-8:' ;1'-'4" IU'.._U' t' 14 1/2'• 8. 7• ._.. ......_.._.............................•._............................................................... .. .._....._. .._..........................._.......,__._..,................_..........._....................................-.................................................. 1111 .. ... .. ............. t 8'...4' 12•...11' 13•....I I" 11'-I1• if'-0" 12'•-5" W-11' 13'-4" p'-.p^ 1O'-1D" 11.9,.4,"_....... 1111'.................,4` ............E..1111.1111......... .. .....__.1111_ __�-. ..___......................_........._._...........______....._.._._.._...._.__............__.._.._..___._.__-_._......................._._.__._......_^__.._._.--`-'---......._._________..._.__....._......... ._._........_._......1111...1,,111-.......... .._.....__...... 70.0 17'-4" 12'-1' 13'-3" 11'•--0- 15'.0" f0'-6" TI'--10` 10'-4" 12'-•9' 10'-6" IC'-A" 9'•-U" 1' 13 1/7" 6" 1" _... ._......._ .................._........_.._..__....._..........._.........._.........._.._.___..__._........._...._-..,.._......._....._...._.____.-..._..............._-1111........._.-..-.....___..........___._................._......-........_...................._......................._........................._.............-..................._......._....._..--.,_..._.._......... ......75.0._......_1(.::��...._..._.��...-�__. 12'--7" W-•10" _.14,-3 -. IU'••0" 11'-4" W-11" 12'-0 t0'-0` W-10" W-10" 1 13 1/2" 6" 7- . -._...__.._.......___.._.._..._....... .............._..........._..._._.-___..�._.....__....___....._-'--'--._.._.____........_..._.........._._._..._..---'-.__._._..............._ 1111..._.____."-1--111__._._._._........._.........._.... 12'-0' 1O'-5" 11'-'7" 0'-•5" l0'-l0" 9'-7' 1V-7' 9'-5` 0'-3" A'-�fi" 13" 8" 7- ..._........____...__..__.._..__.__._.._..____....__...__....___-_._._.___._...,_._..___....,_....._..__.____,._............._...__._.._,___......_.....--..._...._ .....__......_...____.._____._-...._,.....__.._._....__....... ..i.--...,...._...._..-1 ................._...._.__. 95.010'...8' :1`--7" 10'_0• 13•_0•. 9'-3" ':0'-5" 9'-3' 11'-2" 9'-3' 9'•0' $'-3" I' 13" Ei' 7- . _....._..._........_...�__..,....- ..._ ._;..................__'-:"-:.:-_........_�.._.�...._. ....._7..,_._..............,.._.�-�-- --- _:::1...:' - - - --- - - - - - - - ._ _._1111._ _....... 1111.._.....,,__...............__-......._.. ......................................... ..__...__._._.._..............._........._..... -.1-1- I .......-. D0.0 t4'-2 fO--1 . . Iv-2" 5--al....._y. _.._2._6. ..A...D_........�.... ._B 1 _ 10'-9" U'-1Q" 8'--lp• a._O.. 1' 12 1/2" a" 7" _.._.....__.__._____..._....,.__.___._._....,.__ 1111_. ... _._.._.�_._. .......__..._...__._.__.....,__,...,..._._..____. ..........._..._____11.11._-_.....111_._..._.. 95.0 13'-;i n•_y tp'_q• 9'-4' 12'-0" W-F" U'....9" e'-7" 10'-4" p'_..a p•_p• 7•...q• t^ 12 1/2` a. 7' ......._...__........................................:........_...___....._....._.....................__.._.._.._.__................._.. .._........___..._...._............_....................__.__...__._......_._,............._..............................................._.._...._.-,.............._.......... .... _ --- ...._.........._....... ........__•..............._... ... W-5' V-1" I V_'11 9-4" 9'...5" W-d lo,-o" 8!-4' W-3 T-O" 1" 12" a• 7" ._..-._..._......__.___...._.._...__..__._._._,1111.___._.....__.._.......__............. ._.._._._.........._-_..__......_...._.__._.._.-..___.____._..._........._.._._.._..._.____.._.._..........._.__._._._-....__......._.-.._-1111.-..................___....__. .._._........._..._....___._._. 105.0 12.'-2' H'-0" 10'-1" a'•..p_ 9'-2' _..._._.._.._.__............_._.._....._.....,__..._......._.._ _....__................_..... . A'-Ip" ... 9'-3" y...IO• T-U' 'P-2" t' 11 1/1' 6" T . ....___.._... ,.__,......__.._...._.___................................,..., ..._..........._..........._......,_,.._...........................,........_._....___....._..._.___......._......._....__._.......... 1111.- _ "- ... . _ 1 __ 1111.._ 1111 ...1111.. .,...... _..._......._...............1111.... _ 9'-fi. A'.-4" 7'-B' B'-8" '-8' 9'-0' ?'-8' 7'-9" 7'-0" ti 1/2' 6" 7' ..........._._..._.__._.___....._......_.. 1111._........... ......._...__..__._.1111 1111...... ... _...__..._.______...._____.__.._.. ....,'......__.,......_....._..._._._.................__.....__.-..._..._........_..__...._._...__......_..'.._...............-1111....__......_..._......._.. ___._"___. 12. 10'--8" D"-1' 9'-:i' A'•-.2^ 10'-3' T-6" 8'..5" T-6" 8'-11" T'-5" 7'-,5' 6'-tO` t" 11• 6` 7- ........._......._...... .........:...-..,._.._..............................._,._ .......... 1111... 1111._ ''........ _ ... 1111 .. .. 1111 .... ........._ _, ., ... ..,,_......_. 1111_.,........._..........._.........._ ... ......... _1111.. ...1111... ........ ........_........_..._... 1111._..........._ 9'-d" T-17" '%'-2" a'-2" T-4' a'-A' %•-2" T-T" 6'-8" 1" 1111.11' E' 7" 130.0 9'-10' T-6' $'-B' V-9' 9'-y" '7'-0' A'-0' T-2" A'_5• ,•_.0• 7'-2• G'-6•• t" LC 1/2` G" T ................__ 1111_............ ..................,._.........._._......._.._.W......_,.__..._........,__,.._............_._1111..._._-. -.._.__._._.........._.............._........__.....,..._..............=-........_......__._.._.................. __ .. ... _ _ _._. ...1111.._1111.1111.._.............___.1111..._...... _.......__............ : 135,0 9'-5" T-2' 8'-G' 7`''7" y'-6' fi'-tU" T-lU" T•-t" $'-2" 6'-t0" 7-0" i'-•5" 1" 10 t/2' 9' T . ......_......_..._._....._._..-...._..__...._......................_.._......_.._..... .._...-............... ...._......_...............-......_._.._,......._.�___.._....._.._.___..._.._.._....._..._._._..........................---.......__...........___.......-_ ........-__......_......_._...___._......,_............_.,._...-_................_.... 140.0 9'._1` G'-•tt' 0'-d' T-5' 9'-,- - 7'_.p• 6'•-t1' 8'-U" - G'-f0' 6'-<'' i• 10 1/2' 6` T .........-__.._. ...__.._.....__....... ..____._............_..._.._.........__.._..._.............._.._.....-1111_.._.__".___----__.__._-.__..._._..___._.........._._.............__............._._.......-- .._.._..............._._._............._...._._.._._...___._.-.__..........._..____.......___.... 745.0 ............... .............._...":...._...,_._,......................................_.__...................._......._._..........................._.............................._.._.................._....__.._.........._..._.......__................_....._...........,...... ......__7....................-.._,,,.._........_........._..._...,_........................._.................. 190.0 a'-6` ........ 11,11.-.,._..._.....___.._.....__............_......_.__._.._..._.._...__._.._._..�....._.-....._....._____..___.__. ._. ............._._..._ _ ..__ _ _._ _ ._ ___ 1111 . 1111.1111.." 1111.1111 1111.,1111. _. ......_. ._ , .......,155.0.. ,...._H.'�..--1111._.._.....�................_....T.-70'._._.._..2....-�_._..... `............_....:::....__......t......„�.��.�..........'.___......_.... '- _. 1 10 G' 7" ...._.....,..................._................... ............_......_..,.,.........._......_........._..._............__....__..........._.....1111_..-,...........-..-1111... 160.0 A'•"U" 7'-a" 8'-11]" 8'•-Q' ?'-i' 'i'--5" 1" 10' 8" 7' NOTES: I. ABOVE INDICATED FLAX, SIAT SPANS Wr BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS I'% & t9 INDICATE THAT ttTlnuOgEAF p AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SI.A'T q1 h SPAN AND A.S.D. DESIGN PRESSURE RATING. FLORIDA BUILOIN•:: CODE'(Non 87gh Velocity tlwrirane Zone) 2. REOUIRES SIDE RAILS FASTENED TO EXISTING S-fRk:CTURE WITH ,Z. \Y�i S(t`••• c•rc:s Tatr:.o W_ nlnnr Nv: 3/8`0 KWIK BOLT 3 ANCHOR OR 5/15'o TAPCON XL ANCHOR, INTO mfr„ �� * Naut U S POURED CONCRETE OR GROUT F"::_L.ED CF:I.i. CONCRETE BLOCK, OR o.44167 r Rolling Shutter System N �-p! C p.sg WITH 1/4'Qti TF:K SCRRYS Ai N.Ui.L.IONS CCNtiECTiGN.VALID FOR . ;?-a.-c �': -•=='c:...:-•3$ IIf6 G\r Y�INA. WE ':TALL MOUNTED. TRAPPED MOUNTED. AND SU,LD-our A4pLihTEO. �� .w--•-= --•-••-- - '� nI,9 - EXPERT SHUTTER SERVICES INC. ---- SSAT T,LLR TESTING A ENOINCERM0 COMPANY ; -0'•} JKk..���{��I//�� n. ,e.,s.m.sys..acna e�xrn�c,n i»a¢ 15YB 5 v�.GRTnsaRC Str:EL'; 15--0%i v C A' r }(�S .. I•l"ftl S:.L.VG::.1'l. 3a9Ba 3. Id.AXIfAi)M ': -i SPANS FOR INTERMEDIATE LOADS MAY B_ :RAL�.� .-n•a.:t.ar.xm<>I<o•" + OA�W:pC No DETERMINED B" UMF.AR INTE.RP(NATION BE RVE.EM EMD VALiiE:i. \ rB_or apyfy + v11^+r:iealt ray-.yos4.T/J:1nz,eal.o4w� -� LFR A. ILP GNAT41� I p /•., !" :.CRACK Ic.d '1111 o+rt ♦alhl _ nn n_,n U:^:o • S:+LLT +i e•Yd ' -- 1111-1111-1................__-- ^ f • _- MAX. ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE,W1 3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL,A.S.D. DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX A.S.D. SL6T SPAN RANGE DESIGN PRESSURE Rknw 0'-4't > 4'-5't > 5'-6't > 7'-9'1 > 9'-12't > 12'-16't > 16'--20'f 30.0 ............................................... ............. ..................... ........... >,If-40 9" 9. 9" 9" q.. W .......... ........................... .................................... _....._.........................,..,„...._...•........._...._ ............... 9. q-1 ....... . .............. ............ 9.7 .......r . . . 5/.8....-. 5 5/81 ..... SLA ............ ........ ..... .......... .................... wM. 11 6 1/2- 5 slo'. SPAN MAX. SLAT SPAN FOR A ......... .......................... ......... ............. GIVEN A.S.D. DESIGN • ........................ ............ ............ ................ ............. ..................... PRESSURE RATING SHALL >1 -9 NEM EXCEED MAX. SLAT ............................ .............. ........... .......... ...................... ........ SPAN INDICATED ON SLAT 9 7" 7- SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEEP 15. DESIGN.A.S.D. SLAT SPAN RANGE PRESSURE MUG 0,-4,t > 4,-5't > 5,-6*f > 6'-7,t > 7'--9't > 9'-12't > 12'-16'1 > 16'-20*T 1ANGE(px.f, I ................ ........................ ............................. ............. .......... ... ...............A" 9. 9" 9 1. 9. - ............. ............ ........................ ........................ >4t-60 9. _ 9- 1. 7 1/2" ...........-I ­­­..................... .................. ...................... ............. ....................... ............... >8t-..105 9- A . •- ......_._......-.'._ ...I.............................. ......... . ............................. ................ ................. 1D 9. ........... ........................... . ............... .............. ............................. ........................ T41-160 9 BUILD-OUT MOUNT MAX,A.S.D. DES" SLAT SPAN RANGE PRESSURE 0*-4*t > 4'-!5!t > 5-6,t > 6'-7't > 7'-9't > 9'-12't > 12'-16 > 16'-20't c§ (E) 30.0 9, 9 9. 9« 1. 9" 9" 9" 9. 9' 9. 9" 9- 7 3/4' 7- 5 518' ........y......._.........._............. .......... ............................................................ ........................................____...........- ................ .......... ...... .......... .................................... B. 9" 9" 9' 9" 9, 9" 7. 7" 6' 5 5/8- 5 s/8-..5_.5 8 _____.._.......__I........................ ---------- ............ ------ ..................................... ....... ........... n. >41-60 9" 9 9. .91, 9" 9.1 9" 9" 7 1/2" 7 1/2' 6" 5 5/8- 5/8...5._5/8t ........................ ................................­.......... ............................................... .................................. ...............____......... 9" 9" _.9" 9'. 91. 9. 9" 9" 7- 5 5/8" 5 5/8- 5 5/3. 5 5/8 5/8 ...._........._9"._...._...._9•:.._ ............... ............. ............................. 9l, 8. >81-105 9" 9" 9 9' 9" 8- 6 1/2"6 3/4 6 3/4' 5 5/8' .5 5/8': 5 ............................._............... --- -------- ....... .......................... 2106-120 9" 8" a 8- 6 1/2 6- 5 5/8 ................... ................ 8" K5 _!"/Zl] ........................ ...............- R' rt4t-160� 9" 1 9" 9* 8" 8" 1 15' 6 3/4'11 178 b 5/8' 8 K.T11 FLORIDA OUILOING CODE(Non High Wocity Hurnton'.. Zono) r,26.5 Ill.rcrAl� * Nautilus Ag Rolling Shutter System 11LIEC 0 .. .......... s 7JLI.,T TESTING ENGINEEPINO COMPANY EXPERT SHUTTER SERVICES INC. A, ".W WLTUORE STAW FORI 31084 '7?2)fill Yiwft. 70-96"..-A: -0. DFaWIrIG Nn (:.Okm li^ 9 aIle^ 1 P,= SN(t1'c'C4 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) MAXIMUMRANGE A.S.D. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING -- - - (PSO Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx VY Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 42.'1 135 594 180 999 240 1390 300 ._.__......_..................................._......_....._......................................................_..........._.... ._.._..................._...................... _..............._..._..._.........__..__......._._...._...._................ _........................---........_............................,._........_...._._.............---- >31 _..... >31-40 10 80 10 100 386 120 398 180 823 240 1328 320 1823 400 ......................... ...................... ........._......._........_............_.__._._,...._....._.__. ................... ... .,........._ ._........................-..._.....................-----...,.......1. �.._........._........._................._....._...... ..._......_..........._............_. >4 10 120 ?..9() 15G 794 18 708 27C 1266 360 1962 480 2553 582 R- O� ............. .........._.......... ... ......_ _..._....._ ..................._ _................... .._........._ .__...r'......_.._.10 160 616 200 767 240 0 1007 360 1695 480 242_2 600 2547 596 _._.........................._......_.._.._................_......_.._ ..........._._...._................................_......_.. ..__.............................._..-..........._.........._.........._..._..._..........................__........-......__..........__............_....._............................................_............__..__. ....._, ...._ .. ..._.................. >81-105 123 2.10 5°i0 263 711 3'15 1142 368 1372 473 201)9 591 2492 638 - - .--..._........... ....... - ......_.__.........-........_......_.......................... .. ........_.._........... _.................__....._..._._.....-._,_..................-_.-._....._._.._..._..........................__.._................._.._.........._,__.... .............. ....... 313 240 728 300 881 360 1.34.5 4'20 1587 54.0 2112 640 10C'-120 >i21--140 552 280 960 350 1003 420 16.12 490 1869 630 2039 6.35 -- - - - _-__._._......-_._.__--__.....-_-'_--..__.__._. __.._..__-•- -----..._.._...__---"---__--- ..... __..--'--_._ __.---....-•---....___._..__.............._....._...._.. __._..___..._.._._..... ._.._..._..._..__.....___._____..__.... -._-- >141-160 78i 320 1186 4011 1322 480 1873 560 1740 640 - - - - - - sLnt SPAN SLAT SPAN DEFINITION �`IiOIE: TT 9RALL BE THE RESPONSIBILI.Y O^SHE CONTRACT OR OR PERMIT HOLDER TO VERIFY 7HAT EY.ISTIMG STRUCTURE IS DESIGNED 7'0 SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE T14I5 SHEET'FOR Vx&Vy VALUES, Vy SIDE RAIL-,,,[- .VX -�Vy "11111/11T1i/IIl CIT 11,,i� FLUFIDA HIIILNNG CODE(Non High Yolocity Burricone Zone) 1 P a C�: �EN$� ''•: a so,s laxro Nr. OWN W: s Nautilus F•R1. Rolling Shutter System uylGy,: 11 LE C O N Pott [' ] :w nT.:.n TESTING ti ENGiNEeeiiic'covrsN, EXPERT SHUTTER SERVICES INC. �/ TA a41 n"wn s� ,.�ae r...,,<ro.n.v`an +676 S.W.N W11c�FIRM, 115-.( Cj P •'lL : lxi%»n_:aN.Ce. [>,wml..,.xlr pwl'in.WOE.R..33tlu 7f' F.tit.ccbn!.com 11R4WING No �y.0 :•`!��' ^� MWIq;IFhoi!a1.4•V4,F-;_!1 tl'Yt_p.{Po 1V..1!,Ir.1'[. .�_._