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HomeMy WebLinkAboutProduct Approval r ;r< u DCnim. BCIS Home Log In User Registration ; Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff i BCIS Site Map Links Search Busines Professib�l - Product Approval USER:Public User ilillitiiLY3i Product Approval Menu>Product or Application Search>Application List>Application Detail APR 0 7 2016 �a FL# FL122 - ` Application Type PERMITTING Code Version jAppr.prove3d 14 Application Status St. Lucie County, FL Comments Archived 1.7. 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 i%i 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. t Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES,INC, NAUTILUS f3QLLING SHU'T_1 E_R,SYSTEM C I 15:071 )df 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 units of Use Installation Instructions Approved for use in HVHZ:No FU.2246 R3 II EXPERT SHUTTER SERVICES Approved for us HZ:Yes INC. NAUTILUS ROLLING SHUTTER SYSTEM DRWG. 15- Impact Resist t:Yes 071.odF Design Press re:+160/ 160 Verified By: Walter A.Tillit PE-44167 Other:State Mis 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 ROLLINGHU ER 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.Cooyricht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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: W eChec„ in 5[!CUYiLY�i 7;'rN.tS„'+' GENERALNOTES: a,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMEHOATiONS AND SPECIFICATIONS Or THE ANCHOR'S MANUFACTURER, 1.NAUTILUS ROtL!NG SHITTIER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT9.ANCHOR$REOUIRM FOR,STORM WS CONNECTIONS SHALL BE AS SPECInED ON APPLICABLE SECTIONS SHOWN ON SHEET 1). jP.EjHAS SEEN ' I VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (Sth EDITION)OF THE I". DA U1DINC CODE- 1/4*CAL)(-iNS MANUFACTURED BY POWER FASTENERS,INC. NAIj`RWS ROLLING SHUTTER SYSTEM SHALL.NOT BE INSTALLED AT HIGH MDM HURRICANE ZONES({."t-CADE -1/4'0*3/4*SCUD-SET MANUFACTURED BY ALL POINT.INC. /8W#ARD COUNTIES). -31670 KWIK SOLT TZ MANUFACTURED By HILIL INC, V-SIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF DIE ABOVE MENTIONED CODE, -$IWO TAPCON MANUFACTURED BY DW BUILOEX, INC FOR A BASIC WIND SPEED AS REQUIRED By THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED ' MINIMUM EDGE DISTANCE AND SPACING FOR ABM MENTIONED ANCHORS SHALL 13C AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET, FOR A DIRECTIONAL"FACTOR Kd.0,85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC EDGE DISTANCE AND EMeEDMENTS ARE BEYOND ANY FINISH MATERIAL AND SHALL NOT EXCEED THE MAXIMUM(XS,O.)DESIGN PRESSURE PAT"1NDIDATED ON SHEETS IS THRU IS k 20 IFRU 20, EMBEDMENT IN ORDER To VERIFY THE Asm CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE:7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.0, DESIGN WIND LOADS By MULTIPLYING THEM By C-S IN ORDER TOANCHOR SPACING*.100% EDGE DISTANCE 0 ID017 CONCRETE CONCRETE 8=9 TO COMPARE THESE W/MAk(A.SD)DESIGN PRESSURCAATINGS:INDICATED ON SHEETS IS THRU 20`1HRU 26- 3/8'0.1-1/4'CALK-IN .3 314- 4 1/7.- 1 1/4'(3000 psi) NOT ALLOWED. 0.5/""SOLID-SET .3. 3- 7/8*(3000 psi) NOT ALLOWED 2, IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON.THIS P.E.D;AS'TESTED WERE NOT OVER STRESSED, 31810 KWIK BOLT TZ 4 2 1/2'(3-Ow psi) NOT ALLOWED A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ha USED IN THEIR ANALYS& FASTENERS � 1/4*(2899 psi) nar ALLOWED SPACINGS To WOOD HAVE GLEN DETERMINED 14 ACCORDANCE WITH NAS. 2012_ sfwo TAPCON A 3 3/4� 3 1/6- NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY f0k IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED LN 10.ANCHCRS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, ACCORDANCE WITH SECTION 1609,L2 OF THE ABOVE MENTIONED CODE A'AMERICAN'TEST LAS Of"SOUTH SOA, I;, IIA; 12, IZA, la U 13A, FLORIDA: REPORTif 1030,01w-08 AS PER ASTM E 1996-O% C 1888-CIS.AND E.330 STANDARDS,OUALIrYING INSTALLATIONS FID WIND ZONES 1,2.,3&4,MISSILE TYPE 0 AND ONLY APPLICABLE TO BASIC PROTECTION. -KWIK SOLT 72 EXPANSION ANCHOR MANLIFArTURFI)By MITI, INC. INSTALLATIONS.ASDEFTNED BY'SECTK)NS 6:2.1,1,62.1.2 AND 8.3 OF ASTM'E 1995 SEE SHEETS 19 Tz 20 -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI.LNC. FOR ADDITIONAL LIMITATIONS, -WEDGE-My ANCHOR MANUFACTURED BY POWER FASTENERS,INC, 3, ALL ALUMINUM EXTRUSIONS SHALL BE 063-T6 ALLOY(UNLESS OTHERWISE NOTED). SEE SHEET 2, MINNUMEDOE DISTANCE AND SPACING FOR AEVIVE MENTIONED ANCHORS SHALL BE AS.3NOICAM, BELOW OR AT ABOVE MENTIONED SMELT, EDGE DISTANCE AND EMELEDMENTS ARE 6DOT40 ANY FINISH MATERWI- 4.ALL SCREWS EXCEPT END RETENTION SCREW$�TO BE STAINLESS STEEL. 04 ON 310 SERIES WITH SO ks; EMBEDMENT 0 1007. YIELD1$1 AND 90 ksi TENSILE STRENGi R CORROSION RESISTANT DDAYED CARBON STEEL.AS PER DIN GROUT FILLED on SCREWS MANUFACTURED BY FIW SU!LDEX Z,SHALL COMPLY W/FLORIDA,BUILDING SPACING 0 1007 EDGE DISTANCE tOOX CONCRETE CONCRETE SIOCK 5001&ALL SID's,ARE IEK ANCHOR CODE SECTION 2411.3.3.4, 3/4'a KWIK SOLT TZ 27" 4 3/4*(3000 psi) NOT ALLOWED 1/4- 5, SOLT$TO BE ASTM A-307, rALYANIZED OR ASI 304 OR 316 SERIES STAINLESS STEEL W1TH 36 ks;MINIMUM t/2-0 KWIK SOLT TZ 22 1/2- 7 1/2' 3 (_-1) NOT ALLOWED YIELD STRENGTH, 3/8-0 KWIK SOLT TZ 6. 4 316, V(3000 PSI) NOT ALLOWED 3/8*0 HUS-H SCREW 4. 51 2-(3000 PSI) TIM ALLOWED 6..NAUTILUS RCLUNG SHV"rR SYSTEM BEAR,.,U.S.PATENTS#45,095,225 AND f7,40kqa0. 3/8.0 WEDCE-DOLT 4 1 4 1/2- 2 1/2- (3000 P"? NOT ALLOWED 1/2-0 tr6-v'xp ORAw SOU 6 r ("Q,Ps' NOT A110WEj 7. ANCHORS TO WALL FORe SIDE.RAIL SWU BE AS FOLLOWS-, S/S"o RS-11 SCILEN OR VEWE SMT 7 1 12" 7 ;/2* 2 1/2-(3000 PSI) NOT ALLOWED (A) TO EXISTING POURED CONCRCiL' MIN. 3000 P-41 COMPRESSIVE STRENGTH. it.THE INSTALLATION CONTRACTOR IS TO SM/CAULK ALL PRODUCT COMPONENT LOSES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDER, INC. TO PREVENT WIND/RAIN INTRUSION,CAULK AND SEAL PRODUCT TRACKS AIA.AROUND FULL LENGTH. ­1/8"e Ktr%BOLT Z ANCHORS AS NIANUFACTURID EY HILT4 INC. 12.IT SMALL BE.THE RESFONS181UTY OF THE CONTRACTOR To VERIFY THE SOUNDNESS U THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A.;) MINNUM EMB-MME14T INTO POURED CONCRETE.SHALL OCz N$URE PROPER ANCHORAGE. THIS PRODUCT SMALL ONLY 6E ATTACR0, TO CONCRE,CONCRETE ROOK 08 WOOD FRAME SUILUNGS, 2 1/4-FOR 5/16.0 TAPQ4 XL ANCHORS&L"7*FOR 3d'4 ZK BOLT 3 ANCHORS- 10ING AND ZONING REGULATIONS PROVIDED NO EMBEDMENT INTO STUCCO SHALL BE CONVE AS PART OF THE REQUIRED EMBEDMENT- 13, THIS PRODUC!M INSTALLATION SHALL,COMPLY WfIHALL SPECS INDICATED 114 THIS DRAWING PLUS ANY BU BY THE JURISDICTION WHERE PERMIT M APPLIED 10, AL2)MINIMUM EDGE DISTANCE(E.0)INTO POURED CONCRETE SHALL BE: 4-FOP,5/16-41 TAPCON XL ANCHORS&5-FOR 3/8.0 KWIK SOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL, ANY FINISH MATERIAL. 15,(a)THIS P.CD.PREPARED BY I-Mr.ENGINEER IS CaIMC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIPC PROJECT; i­W14ERE THE SITE A-3) IN CASE THAT PRECAST STONE, PRECAV CONCRER'lOR BRICK PANELS,VENEER OR PAVERS BE FCU/N?Of 4 CONDITIONS DLWE'FROM T4P.E.D_ THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN SITRIUCTURE BEHIND PURCHASE AND INSTALLATION sN!%UDING LIFE SAFETY'OF THIS PRODUCT. ErASCO ON THIS SUCH PANELS, (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELLCTION. PS-D,PROVIDED HE/SHE 001-S NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE (B -TO EXISTING GRoOT FILLED CELL.CONCRETE 6LO_-K VIALL ASTM;C-90 CONTRACTOR'S RESPONSIBILITY, 5/16*0 TAPCON XL ANCHORS,AS MANUFACTURED BY Md 9UILDEX,INC. THIS PED.*FILL BE CONSIDERED INVALZ IF ALTERED By ANY MEANS- 8.1) MINIMUM EMBEDMENT Or 5/16-0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (4)SIM srfrlm PROJECTS SHALL BE PREPARED BY A FIDRIDA RF.6iSTERED ENGINEER OR.ARCHITECT WN/CH WILL BECOME THE FNGLNEER OF UNIT SHALL BE 2 1 'k1ECT AND WHO WILL BE R r14% CSpONSSLE Fall THE PROPER ER .R USE OF THE PZD.ENGINE OF RECORD,ACTING AS 0 SHALL BE CONSIDERED AS PART OF THE REQU: RECORD(C.O.R.)FOR THE PR, NO EMBEDMENT INT STUCCI ;RED EMBEDMENT, A DELEGATED ENGINEER TO THE PlAX ENGINEER, SHALL SUBMIT To THIS tArjrL'R THE SITE SPECIFIC DRAWINGS FOR REVIEW. 8;2)MINWAI I EDGE DISTANCE of' Xt.ANCHCRS INTO GROUT FILLED Cal.CONCRETE (t)THISP.E.D.SHALL SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or BLOCK 15i]&AD.OF 4%EDGE DISTANCE i$BEYOND ANY FiNIsk MATERIA.. RECORD THAT PREPARED rL S-5)IN CASE THAT PRECAST KOK.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON III. PRODUCT MANUFACTURER'S LABU.SAALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710-8.3 OF THE EXISTING WALL OR,FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE VAN STRUCTURE OCHNO SUCH PANELS. FLORIDA BUILDING CODL ONE LABEL SHAtt BE PLACED FOR EVERY OPENING, LABFLINO'10 COMPLY WITH SECIWN 1711716;8.2 OF'HE FLCRICA 81JILOINO COPE. AL-7 TM SHALL ONLY ,usiv To I (C)To EXISTING WOOD FRAME SUILDING: SPRUCE PINE-FIR-SOLITH DOUCLAS-PIR-SOUTH(G-0;46)OR STATE OF PLOINTI4 I SOUTHERN FINE#2 W1 9-0.55 MN. -IN FLORIDA BUILDING CODE(Van H;gh VeI0-_AV li7urclCane Zone), rAPCON XL ANCHORS,AS "N1,117ACTUPW S'(TW OUILUM INC. * Nautilus C,1) MINIMUM EMBEDMENT OF TAPCON XL AN HORS INTO TINE WOOD:FRAME UNIT SHALL BE 2 1/4"PHYSICAL L NO 4AIfiZ.-' S Rolling Shutter System 0,i/ko;'s 11LTEC0,Nc 714READED MU51W INTO FINISH MATERIAL SMALL BE CONSIDERED AS PART Or THE REQUIRED EMBEDMENT.NO LUSE EXPERT SHUTTER SERVICES INC. CRTE -- EDGE DWANCE 15 1626 S.-.I-OUCRE STREET 15-071 c,2) MINIMUM EDGE DISTANCE (E.D.) OF TAPCON ANCHORS,INTO WOOD SMALL BE 2 /4 BEYOND ANY FINISH MATERIAL POM ST.MjC;C. vp0ANG No W—oft.L.— (7w, C3)114 CASE THAT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON VIATE9 A trUIT.1,C£. STONE, C N S wclu F THE EXISTING"'l OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAI IF R.BEHIND SUCH PANELS, #6 #7 #8 #9 #10 #4 #5 ................ #2 #3 -4s --L "ETAIL A frw 6w frc IWI- Is OPTION fil I"notmgj OPTION.92%vlw-qi- Per- riwS i jIL - -v4. D L 4%QIT6TAMiS$STEa SOw CHR�REV ANIMOOW40SO4 ODAT=SY$rEW..ASUqWACRKD sysm BELT coATNatic Fy 191.4 W=qkq", -roma J"p) tLa'T SLAT �TARTER SLI.IT V tawNwum v-qt n8;BASE SLAT r�j I's w— -TAIL-8 W176 ALIAW&W ALLOY ACETAL BUSHING ............ -1�7 IMF vw umlam 4,fi.�o tn T cL-z '.I.ok. 4; TENMLESVZ$SATYMD�.III35 -OUTTU13E @ BUILDkst srxx:vr.............. SIDE RAIL BUILD-OUTTU13E E1 BUILD-OUT TUBE W�MAIM-AM.LLUY WW&AWW=IAUOV f"VT6A=WIAALEOY I sr'ALL ia, r b=F,W2, r *MUST25 SF.pw"Em)By sliLwmR WANI17A m- AM TO ALLOW!OR A M'NWIJM ................. ................. 0-01W MEASMCE 8MTtN scRrw't:EkD.AKD CAWTYWALL A7 NON HIJRR?WIE FO$pfQNS, E03 BUILD-OUT TUBE i. (<AxnALufljNum'utaY OH 1t4-ox&,4rrvviBuILI)EXTtKSrRE4V $cur; 2W caReo lz 1. --—--------- ..................«_.! m JO - EL----j @ STORM BAR 3,70 HILTI.iNQ KNIK BOLT 3 kl0H EQY @ 4.6 MULLION 08 MULLION *7 MULLION r:AmcN slull 'scAtz LO'.:V sc4r.-r-;- , f1.1 W79 ALU4CAIL'd N.aQY l DF TRAPPED ANGLE scAte Iv.I- .w cane P:... TIL FW ;4[)A BUILDING CODE (Non frqh Vel_-city 2.ce) o2m Imu;Ric. m: Nautilus Rolling Shutter System r<fsa is EXPERT SHUTTER SERVICES INC. OMPO:NEfNT�S "4-'r .7 1 P091 N'T.OXCIE,rL,„08. WO 01_wA5 DRAWIN;H. R A, *RMA 1'. 44 vf S✓XET 2 NTS 14 t 1 1 � 1S 14 14 1 12 • O 4 '�f O l • • 1H ,s 1 SIDEIEND CAP ' 18 2 HOUSING(BACK&TOP).040 THICK, 3 HOUSING(FRONT R BOTTOM).040 THICK 4 SPRING BRACKET a 5 SPRINGASSEMBLY 4' 6 60 MM OCTAGONAL AXLE ' •�, 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) 9 ALUMINUM STARTER SLAT •., s�� 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS Wo" �J 15 HOUSING(BACK&TOP)FASTENERS f' e ® 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM}FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 1-00 21 CONNECTOR SLEEVE a 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING i BOX & END CAP ASSEMBLY COMPONENTS tl{Nf1iN!!p Mm BnDwr.CODE (Non 9(ge Velocity Hwicene zoee) * Nautilus t"Ar T," e zRolling Shutter System l '��' �t EXPERT SHUTTER SERVICES INC. WE J TtIJ?TESTING h ENGNEERINC COMPANY 1626 S. H:VMCRE 5Tn'EET YOav:iR e3i b ro {SWwl.1-1:31 15-071 FOR'Si,Lu"W,ft.34784 4= STATE OF '� 4 N4W(tool 173-WI6.1'U,(7721 471.co'N4M NC No _ �s re.s a serEYi 3 7'25 I J- �fi •NAl' �*�` flfJ/Jflfti,ldt,Nd'� , LOX �Y/6 & Y/7 BOX ��V/9 ( T Fr V/9 fK .s REAR 10p Y/6 de Y/7 42'x. `°• ���,`"�""�\\�A "^;\ ',:`,. ''.<','��,, '�,`�� ` +; ":,,� a�>�� \\ � , �;� � "�'�'� ,k°."'�4\�.���} \xV` ,A '°.��Irc�\�.:.,� �......... .__ ' _EttB CAP I__.._.... .. GtiR Clew. _ _ END CAP..... � �h...[NC) CA' _suss _.... ..,�._ "SLATS A2 SLATS — SL SEATS -- SLATS 14 I #4 - -_ "SLABS I .-"'--t�--- SLATS r _ SLATS O/8 __ sass 0/8 0/8 - ; - - r,s 0/8 Org ------ 078 R. '•'... SLATS ^-^ r _..._..__. L,r,T' (D teD fTytJ. r: ET4D) --_ _. _ _ .__ --_ - Typ En. END) _ ---SLATS _— - _ -- ' _ t SLAT' .10 _.I......_.___._-._. - - I -SLATS /If%/.� 1`% //%,/i r`/ /f /:✓f.✓/i'/fi ;/�'yr` //i STORM SAP,SFACIrvo✓ I'%/%/ /'/i /f /`/,777777, grr $Y/6 & Y/7OV/9V Vj9 Y/6 & Y/7 ._...._ ......_-...-.(SEE:S?iEDU1.LS ONSHcvHE^5 75 S 24)......�.... MOA SEAT S'f`-!„N i t T YPICAL SINGLE UNIT ELEVATION W/O STORM BARS .___..........__.._(SEE=1410uxsur+S,fFTTar'_.._,. ........ .. ; NOTE;, SEE SHEETS 2 1L 3 FOR COMPONENTS NOMENCLATI,IRE. TYPICAL SINGLET UNIT ELEVATION W1 STORM BARS = N.Ts. NOTE: SEE SHEETS 2 & 3 FnR COMPONENTS NOIAENCLkTVP E. FOR SLAT-MULIABON GIVEN * TER ii£iCHT EGUAL OP. LESS THA.tJ T C-o'FPPLlG&tf.?O INSTAL 411ONS tv%0 BARS.W/STORM'?ARS OR W/STORM BARS&MULUONS Wf HEGHIS UP -0'. ' 4 (a)CURTNTi SHALL.START W/#t SLATS AT TOP,FOLLOlWZO BY x42,S'3. .....THERE-TER.ALL THE WAY GOWN,EA0i-SEATN SHAL1 LC14S'ST Of MIN.FIVE(5)SVT-Of THAT SLAT NUMBER..PROCEDURE fON ADDING SLATS DOWNWARD BELOW}Y1 SLAI SfiALL BE. CONTINUED UNTIL.TOTAL SHUTTER HEIGHT IS COMPLETED.,OUANTAY OF FINAL SLAT NUMBER. INSTALLED BEFORE WTTCJA S1AT{8 MAY VARY MN SWMER'S HEIGHT. (b)80TTOM SLAT®NUSi BE<.t.VO-..;INSLILLED. + „$, SHUTTER HEIGHT URGER TH'1 ET'-O"APPLICABLE TD INSTAL.LAi OK W/O STORM BARS fL4�RipA 6UILDtNG CODE(Non High Velac'iEy Hutricono Zona) SARs AND Ef OR WfO MtJLI OTS W/ri 1 IJi CAR ER Tf1AN : O x0. ra"Etd ru: * Nautilus dwwu sr1 tai CURTAIN H+T SAk'T W StATs AI'SCS,S'GLLGi7E'D 9ti A �3. .. Tf ER:AF:.CR, ttt. ��.• E T/ b ......,.._,�'`� r.a.t. THE WAY DOWN VKLH 4f.F 9 tt1l:_CONST 1 Or W Ff4G t5)S{A OF"AT SLAT � r'"�C sis, *-.. ,r 1 Rollin Shutter System i NLnA3ER.FP�CE'XlRE FvR ti(`NG SLATS DOWNWARD BELOW#1 SHAIt P.C. C.,_:-•. > `��'"-Y ® spa \ 9 Y+ CGrdifTNUFE NTL#10 SEAT S INSTA:SED, AFTER-ID SLAT.i WSTALIF.D,ADDITIONAL 01D 5 RL �F°'�1N- C- \ QArE SLATS MUST BE USED O f:,.MGLCt£ Tk:TOT,L.KMER HEIGHT. � ;• 'lU!/ - TIlL1T:iSENNG ffi CxcINECF:Nr,c4unANr EXPERT SHUTTER SERVICES INC. �'E% .+° aw..w._un x.u.. z rw�:,ra^.r;.xnda 1616 S W.8.nT-W) SIPEET 7' �� rna,.:to;m�_:a3a.r'tl�;:`."pa5yr.,..�nU I BOTTOM `ILA'�5 MUST BE kl.'NAYS.t7.'S?ALI.£D. crs:uc taus ryucs.cc.'n J'4F4 Si.UtUE.P:_36Rk14 pgAF'oNv tw ES' J STATE OF :� Ari.;,s s�wc:tfica:;,a_ansc,sx::nxl ar,_mw -r.=rH ¢, sw.rT "2G CONAL TAP Sf±B"0. S k1 Wf..._ POURED / ROURE%DETE•4 �� -�jE'! TA✓PCfrfN5 XL W/�.`ZTz•114'M.i¢IOR­.27v1/8- 2 x."vl/8"Z 1l4-Min. EM9E'MENi BECAENY& ALUlAiNUMTUB«__ ' f t./4"mx3 G'. !W cB.rV..i LDE%TEK SCAFWS Q1-0-D..0.060'G .. j..W/ I'a,Dx0.060"GALVANIZED STEEL STE,.'WASHER 024"o.t. it SM)EG rASNER 24S/I6"9 TAPCCNS M W.,/ 24" '• /"" Y 2 114"kilt. FMBF.isMENT aPOURED CONCRETE l ;"�" a 7 POURED CONCRETE T / OR GROUT*^.t.E:ED.... OR GROUT BLOCK (,�y ( CCNCREIE DLO t CONCRETE BLOCK "�„,,.•/ J / S s F WALL RECUIRED. WAt.t.REQUIRED. ^/ i i _ �"-.._✓ ECCE O OF. CPF.NI.,C. ^P�P`iNG ; !tL Ex!STINC GLASS EXIS"iivC ++� CLASS (srewl) / (.REYL?NU) 4. SEE ANCH.OR, EDULC ON I .- ' <tFEQUE5 ON'--Z...._n "SCcNFTS if, 17 a7LHDf-j {EFTS 16. 4 iE•JLES CM T Te uT S SHEETS 16. 17 Is 0 CLASS .. / 3 u !Ain. SEPARATION �.�/ .'°+ h+tn.a SEP ARA1.CN -<,.. TD OtASS TO LASS (SEC Sr.Ha•�Lcs, .........�,_._.__/,. .. IX(ERIOR (SEE ScHE ucs. - E7tTERIOR W (sr aCrtE,xttEs, ... ..4 EXTERIOR . f iXd�a;EEi T5) ''. 't• C0SHEET 1G) /' �„ c CN SKEET-t5) s � dpi CE 3) f 0 o/s i 9. 0/8 /g p/g o/a ) o/s POURED anrTtt't / J / I t PUURx")t GDN k T) 'r OR ROUT gl_LED ' ' J DN E -✓ _ CONCRETE E CCr PCii-'rEfs CONCRETE CRF'F LCL K r L Wl11 RFCIlIRE.. r t -r i' C4 GROUT RL LD­_ C fpNCRffc Rt{SCK "7' { Wa,..REtNJtRED WALL REQUIRED. EM)I:Cit /^tc y /" EDGE OF / Wyy OPENING'; / � + UPFNEN1311 C t 2 ?/ 65 /•- .. ...._.. 7 r! MIN tat . f� a C.D // � .................._.. ty F.3 / 1. _. ._,_........_. _.._......,__,._,.s _., 1/2%1 <f2'xa.aa2'.:cNT,ALUM.. F� / ✓,(/ /� / / / Sf±e'm TA�L;ONS XL W /f �. // /•`/// �� /f'!/../Y;"""_' 'c-T / IP: 2 kb"xU.63^."'CONI. 5116-9 TVAPCONS XL YJ - - f �� UJA.Aux,LE r 2 1/4 HEn. s EDMFN'V, 24"oC. —.PCGHcD COhCRk TE' She's TAfl:'a4S xL W/-s -/ ..1. 2 T/4'M:n. F.7A'• {f'c�}k--i M;n,)REO"),. 2 'fd"Mn. EA'6cCiaENT- WALL MOUNTING FLOOR/CEiLING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS Y-�111nF�truyAyi 0 FLORIDA BUILDING CODE(Non High Velocity Rurricont, Zone) C 2Gi5 1f'X. X:;PIC. a INSTALLATION DETAILS ON EXISTING POURED �P ��oEuss �% ''� -' u s T=pu. j¢ }t� ; x RoWng Shutter System CONCRETE OR GROUT FILLED CELL CONCRETE _ IL IEC�tMc. n i-a`� �f�'�'��'��- T)LL11 TE5TR:C A ENC:NEERMC CO]PANY EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS ? oSTA ET OF u • p is rx wd w x v n v,.en 6pFi 9.W,BILTMORS 5TNEG •O•• .y1.' F;:ki ST,tlKiE,R J-sRtlA SCALE. 3/16- ORO,� -j4�� a-nail:•K.av:9aaL�-sa, ,,:I.Trt:;r„a)T.a...u:sse.rax:f%rz)an-ease uanrnNe no c ��r N.'a'a \E .. - ar.w .n�an.a o�'r utk« vawwa va r �[��'•yy.r' .1 Fxt':t:',�x .4 '/ i (p.+L L: <xl9 , „+o•i•Nt W» . SNF,E? 6 M'P:} 114. a 1 ---W,Cr POURED CONCRF .........._U: E'L........... .r LIT FILLED RED OR CRO (1)oq CONCRETE BLOCK CONC k"AiReD RED pa"'kHoafs 1.14 (SEE SCHEMES M rf:71 OR (5u,�64EVULIS ON\ CONCRETE OR "OL, GROUI Fh_110 MINCRETE 8_101 ccN-,Rvc CONCROE OR aurs 17 SHEETS 17 181, SwiEETS 17&JB) GROUT FILLED— n4va CONMEM aLOCK S (7 tiE 5W� 1,1j k ............ P 4' �ZC C�% q/ OA ...... ...... CH 1/7.:'1/4' vR 4 OX, (S' alrlr I f7 & OR 1;9-Sm. I/-' v(D) a 4*0., OR I/Fil SUP SECTION WZ STORM BARS FLU-SH -MOUNT (WALL) OR./B-Sup TRAPPED MOUNT BUILD—OUT MOUNT SECTION P=P (PLAN) BUILD—OUT MOUNT SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS 1/4'a 1' /,jDF ,, J it _ 0 4' CH) o'c", ........ C 4' SECTION Q'—Q' /j," 114" 112, i14" 1 ORIENTATION OR Ve,Sul 1; 1)8.sL" ti fi CDy WALL MOUNT END MULLION SECTION 0-0 SECTION Q-0 SECTION R—RPLAN SECTION R'—R' (ELAN) z �r '�, I ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 ORIENTATION #2 11 J2 oc. WALL MOUNT END MULLION WALL MOUNT IN13 MU"'ONWALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION 11014 INSTALLATION DETAILS INTO MULLIONS G.G1,G2 ,Cb�D_vj 'R w/a,sup p , I/v Su (2) 2"Wat OR ✓ ......................... 2 OR (SEE, SHEE r 20) ._.u._ S�:HBIAE ON SHEET 21 ALTERNATIVELY TO(H). A (SEE, s _E­, 20) H NEI 1/4"0­200/4" S S --v S ON Si,_ET 21) W/ N'LIT MAY FF USED SECTION 0'—Q" (PLAN) rOP THIS 00NNECTION ORIENTATION 12 .................. WALL MOUNT END & INTERIOR MULLION �22 W' 2-CR r 0T....... 4 i�1/1 Tl-4- i 1 4 FLORIDA,BUILDING CODE(Non Zyh Veiccity Rua;co.e zo�. ;t SUP !Ap FLUSH MOUNT (WALL) BUILD—OUT MOUNT L) f ND.¢4j6? Nautilus FAA., Rolling Shutter System [ILIECO,m., \ Df 5 SECTIONS 0'-0' (PLAN) T —ILLIV T—F-57ING:&EN EXPERT SHUTTER SERVICES INC. o' Wo� - t,� V! 54964 -91T • INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS ........ fo 70i-.olff I.;Mat 5mc,r/,-— v• — /0. -0� wALM7 A,TI. a. ilL 't , , 4_� TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL:CONCRETE BLOCK STRUCTURES (*) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.f,)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W10 STORM BARS SPAN"L"(li)TO PROTECT IT(SEE GENERAL NOTE#2.SHEET 1), I.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WiO STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia. Ib & Ib) THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 12" BE BASED ON CHART It- ON SHEET t5. IT SHALL BE MEASURED FROM BACK SLAT SUP(in),ANCHOR:TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING,(p,s.T.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT.SPAN"L"ft. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&28,Wt A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX„12',8'OR 7), AND DFTERMINE MAXIMUM MULLIQN SPAN(HEIGHT)WLALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN((G ,;G2&X31.MULLION TYPE8 MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE 3.SEE SHEETS 10,10A,11,11A,12,12A,.13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A'SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCFIOR TYPE.THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAPPEDI ORVyALL h10UNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FORA GIVEN MULLION TYPE(c !6),G&�3}. Lmm:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12"SLAT SLIP MAY BE PROCEDURE ac IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A,S.D.DESIGN PRESSURE RATING, I.MINIMUM SEPARATION TO GLASS FOR SUITS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ia.PROVIDES SEPARATION SHALL BE BASED ON CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR Wi STORM BARS(SEE STEP 4), GLASS: STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 Wt A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&Vb'ON SHEETS I& MAXIMUM STORM BAR SPAN(HE(GHT). 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 ON SHEET 23,VATH A.S.D.DESIGN PRESSURE RATING AND STORM BAR Ilj (INCHES ON CENTERS);SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE:TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP A:IF PRODUCT INSTALLATION INCLUDES STORM BARS.MULLIONS OR STORM BARS&.MULLIONS;THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR a ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED s 4,.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&20 W1 A.S.U.DESIGN PRESSURE RATING: I I. MINIMUM SEPARATION TO GLASS,FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',8'OR T),AND DETERMINE MAXIMUM MULLION SPAN CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)NIALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN('G.,).���& MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22..W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,10A,11,1IA,122 12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP'& E ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING�Gfi.{TWIPPEO)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE{�Gj, 3.ENTER TABLES 2 OR 3 ON.SHEET 23,WITH A.S.D.DESIGN PRESSURE.RATING AND STORM BAR 1 SPACING AND DETERMINE,APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO-CONCRETE _ TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ` PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION ANCHOR TYPES COVERING PERMANENT(ANCHORS A 8 REMOVABLE(ANCHORS &C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO CTION DEPENDING ON LORA D AND STORM BAR SPACING. WOOD FRAME STRUCTURES. F } Ti( „IIIIt111ltH1y1�1q''''' r, \w� ..• ...I FLORMA SUiLL?NG COBE(Nor. High VelocitV HuMoone Zonel 1"v�:'�\ Sic '•.. ozols:x:rco uu; aana:+a,: 1.67 * Nautilus Rolling Shutter System z,+s "s . ._. ____.._ ,• — all. Z'%."�tl�'�,"t��'�;F$LORl0f4'�'•'",'C����y'` uav rc+.,,">e,u L'su-;,,-,>.tirwrl-:+lswYat .t,csm. . \- TLL17 tCNG A ENL)NLLGIG Co EXPr.EwRrcT.t®zS1H:Un�T-pTaEn7R.. S:ErRzV:IC ES INC. u .1.11c +626 T6':1s £>RF*ZEMA71.rur PMST.LI3 -°40�71 Ex � n>I-�vc cwrmr N> 'A:tTF.T(<..Ta.a:, a.L. )�« �••w, w� SLAT PERFORMANCE CHARTS Ia 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 VW OR WO _qTQPM BARS CHART Ia CHART Ib CHART Ib' CHART IC USE MAMW VALUE BE1WUN POSITIVE MTD NWAM ASD.LOAD 3/e"0 ICl11tlK BOLT 3 ANCHOR 5116"©TAPCON XL ANCHOR 5116"e TAPCON XL ANCHOR USE WdILMUN POMM ASA.WAD VAWE POURED CONCRETE TO POURED CONCRETE to GWYLIT 111110 CELL COWNETE BLOCK MAX: MAX. SLAT SPAN MAX. SLAT SPAN MAX; SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. `LWa' (F } `LMAti•(fi} `L.W.-(IT) MEASURED TO BACK OF SLAT(in) DESIGN _GUT W/O STORM BARS WJ STORM BARS RESSUR wnu. TRAPPED euaD-Gur Bonn_GUE_' WALL TRAPPED �e.n-aUr svan-our� wuL TRAPPED su+LD-aur RATING NOUNI mom w NGUIR W/� NGVNT UOt7NT w NCBITT WJl`.y NWNr 4oF1Ns 7N��gnQ7Nr /E� 8f lia II=# SEE NOTES# "^ � SM�# ��# ���-# �,�"��� SEE rgiES* SEE IARS# S£E Ig7Es# �f� ��* 40 20N W1NO ZONE ND Z0 WWD ZONE (P ) SEE 1mICw* SFE NDitS# sm parm* 7-3 4 1-3 4 .......30.0 _20- 0" -=s_-4'•__._...0.,____-26:."..C'_.__._,20_-0-........5.-4._._ .-<pO_-U__-59.Y.Q"_-_.2�'0�....._..15'a.-...._ ifi'-p" t5•._fi" 1' t4 1 2" -6` 7_ 350 10 0` 75 3 20 0 18. 0 20'-U" Sri'-0" W Q 16'-3" 20'-0' 75'-0' ;5' 3 ic. 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I '- 4'- " i 9' ........1........6._. 7" .... - ........__ ...,_..- .. .. _._...9...5.....0......._ 13'-_�___ ._._.._.._8..".....___._'..„,'...,._ ... -_.. _.. ... .... 3VV .•' ^,.... ._� - ' m -_ 7a- - :i .. .....& ..__1U' 7°90.4 54'-2` Q t2if2 __.._... .........n..' ._ :....... ..._. 700A t2'-9` .. 9'-.4" t0'-5` .....-`�.�w:"��. .,_.i.�_=�..w.........W`a_.__......._.�:.:.5...................-..._...�.`.._. 8•-� 8'-3' 7'-6' i" t2. 6. .r, 6'-9` ft'-3" 6'•-U" 9'-2" 6'-2" 9'-A - 8'-Q` 8'-0" ......... _._._....._..-..._._.......___..._..._......._ 110.0 17'-T 8'-6' 9...& 6'-b° 70'-'1 I" T--f O" 9'-t0' 7'-11' 3'- " 7'-- .,..`....,..,.__. 3 IO" 7' 3' '7' 2` t' 17 tf2 ......E....... .. .1'-1" e'.`5»...... �:-6. 8._a" ._ 7._6. 6.._8 j•._8^ q•-p 7'-6 .........7.'...... ,.,.,7T:_�...._. .. . ..'I�,7... ...__^..._ _....7_,. 120.0 Ib $� 8 t 9 6'-'e" !0 3" "-5" 6'-5" 7'-b" _9-tF __.,,••?_..""m.:.._......_. 7-5 �6-10' 1" i t' 6" T' 9 -, 8'_9» 7.-q. �.-3. T-O' £`-0' T--Z` A'v T-0" ._7._Ze`-. ...... f35.0 ,_.._._.._._._.__._.-.... . ... 6"8'_5" 8'-2`T-2" 6�6' 77 -70T ..._....._................__........-._:_._.__._--...............................--......._.___..___.__..____....._-. 140.0 9'--Y 6'-il" A'-4' -5 -0` i` 10 tJ2' 6` 7" .,..._..-..__......._......._..._....._....._......_..____ ._...__,.__......................................_...................._......,..._,.__._-.._............._...-..,..._._.__..._._........-_................................_............_._.................._.._........,.........,........_..,,................................... -_....................._,..,_a....................................... 145.0 6'_70' -t0" _.._...... �_' .._ ,__'__�......_..._J..-_t�._...._....__ - _ f" 10• E .7• .......150.0 6'-6" - 8'-0" T-2' 6'-8' ..........................__?_.4_. -- T-p. - - TO" 6` ._.....___._..............._......._............_._..._.- _.,....---.___ .. .........._.. _....,.,_....................._......_.._............_.. 155.0 6'-3' - T... -.... 6'--}•• ... 7•_y^ ... ^ .- ... 1- Ip• 6» 7^ 4 160.0 t3'-U' 7'-8` b'-10` 8'-0" 7•-i_ - T-5' •- i * NOTES1 F '. ABOVE INDICATED MAX. SLAT SFA4S MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT i. ANCHOR ASCORRESPONDING SLAY SPAN AND ASD.SPACING DESIGNPRESSURE RATING, �`�05,;k t1Tl((1',11i��r Ft.Oft7I:A BUtLD1.4; ;(1QK{4or, high Velocity lturrirsnr tore) >>. RECUIRES SIDE RAs S F tiS"TENED TO EXM3DNG .5fft:TUR€ 'Aln! t i•N O Tc.s r.:--E:.,cam. ^ + 3/8`0 KWIK BOLT 3 ANCHOR OR 5116"e TAPCON XL ANCHOR, INTO L i,)a u t i l u s r.R.t. PO:IRED CvNGRETE OR GROUT FILLED CELT. ::t1tiCr,ETE E3LOCi?. OR 13G 4Q16T °`� + Rollin Shutter System WITH 1 0 YEK SCROWS A" MULLIONS CONNECT:Oty VAUD FOR �..,,.�, -..:e..... 5 ys ;,s,•re/os E I=" I . E C apaG. YlA:.L lACUNTED, TRAPPED AtOUNTcD. AND tSUtLD-OUT 7^13L:NTED. -- nwxr TESTING 6 LNG NEER NG CCY>sAN'/ EXPERT SHUTTER SERVICES iNC. .p > ... 'RGO'� x:.�s +e.".w•ks. zxi.ire . ...uE¢s 1fi:ti S:v R!:..M1t3RC STGCr• 15--071 3, 10,011-AUM SIA7 SPANS FOR INTERMEDIATE TATE .GADS ?rW SE ' 'S7 ,C Q, ,: �+ w ,;,:uc::,rt. 3aga., ' DETEMANED BY 1.,NEAR :NTERPOLATlON BERNEEN END VALUES. ',�F «tS 1'✓ `� ` mpuGe�? -+c axf w..sxc,rxi-:m.>a>•_wr+7 On�W�EtG No `� a... ..,. 15,F"71y7,s'�"/•t-�•t•A..t.t•7'' WA ICY s U NC' m. accoro. n T i5 Or Tfi MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W1318"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&I SLAT SPAN RANGE t WALL MOUNT DESIGN ' .. S RANGE PRKTING SPAN> 0'-4't >.4'-5't >5'-6'1' > r-9'1 >9'-12't > 12'-16't > f 6'-20't VINCE(P .._.... �O�a._...._,_._.._9p........-.._.._...9_..._._;........._ 9' 9" 9" 9" ........ 9"_____.........._9�... > 9" V 9" 9" _ 9 7 5.!5/8".._. 6 5 5 f 8 .5 5/8" PA „-_. f Z•t4ZE: ___ r._.,?A 9" 9" 61./1 5 5/d - - - - LAT SPAN FOR A _ _... _ A.S.O. DESIGN ............ ;g MAX. S R >,os 20 y 9 g» 9" 8. fi ---�- GIVEN �----_�_ __ PRESSURE RATING SHALL 9" 9" 8" - 7 6' - - NEy$g EXCEED.MAX. SLAT . _-._ _._.._.........._......_. >141-.160 9` ...."._.__.9n,,._......_......,..._.._9R.....__ ._.......-7^. _ `" �_.__.---.._........__._v.__..._....__...__...,.-...._._._. SLAT SPAN DEFINITION PSPAN ERFORMANCE CHART ON TRAPPED MOUNT SHEEF 15. DEMN SLAT SPAN RANGE PRESSURE .. RATWG 0'-4't >4'-5't >'5'-6.1 > 6'-7't >7'-g't >9'-t2't > 12'-16't > 16'-20't RANM (a& ._.>sat3-06.00 9" -'--......--_.._..... 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O FLORIDA BUILDING CODE(Nan FLgil Velocity Hurricane Zane) 02e13:arrco skc * Nautilus _ :r^: q�}� �..•., , Rolling Shutter System Gaff;,;iy EXPERT aaTE. r C 141ST TESTI C S ENGINEERING COMPANY RT SHUTTER SERVICES INC, ST }f ��" o�, x:,:�T.: aze s.w.�I+nEoac sr�� ,t Cr' xa a>, I.w>,er i, -071 �L, S t°Ucc.Ccai GCRi!;;,0CIE,FL ;1164. 7a;-OM,i'aA:712)9],-:fGJD DR+wiNG No NTTArnMNr�Stt - 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) MAYJMUM A.S.D. _5LAISPAtk RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 7-9' > 9'-12' > 12'-16' > 16'-20' RA*nNG 'ps Vx vy Vx vy Vx Vx f) VY VX VY VY Vx VY Vx VY Vx VY 30.0 10 60 10 75 165 90 238 105 421 Im 594 180 999 240 1390 300 ................................ ...................... >31-40 10 80 10 100 x86 120 398 180 823 .240 1328 320 1823 400 .................... .......................... ... ... ..... .............. .......... ....................... 10 120 290 150 794 ,3 708 270 1266 360 1962 480. 2553 582 ................ ___m._.._.:._..._..........__.___.____._..,.. 10 160 616 200 '767 240 0 1007 360 1695 480 2422 600 2547 596 ............. ........................I..................... .............. ....................... .....................----................ ...................... ........... >81—105 123 210 550 263 711 :315 114.2 368 1-772 473 2,009 591 2492 638 .......... .................. 45 420 3 -----.....---- >121-140 552 280 960 350 1003 .612 490 0 2039 635 . ......... ........... .................... ............... .............. >i41-160 781 x20 1186 400 1322 1873 560 1740 640 ............... >106-1-20) 313 240 728 300 1 o�1'81 -0 13 1587 540 2112 640 4203 48.i SLAT SPAN NO I E: SLAT SPAN DEFINITION i. Ti SHALL BE THE RESPONsemy OF 1HECONTRACIOROR PERMIT HOLDER TO VERIFY WT EMSTINIG ST-RLICTURE 19 DESIGNED TO SUPPORT VxANO Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS SEETHIS SHEET FOR Yx&Vtf VALUES, XY SIDE =—Vx vy FLORIDA BUILDING CODE(Iron High VolocAy Nou tilu s 11LIEcoluc Rolling Shutter System EXPERT SHUTTER SERVICES INC. SIN, Mf�SX.Ol.,V.Qft SMUT Cf.,R, WRIER "OR ........... ttlttt