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Home My WebLink AboutProduct Approval "loAagoAlftmoKop -7 BCIS Home Log In I User Registration Hot Topics Submit Surcharge-! Stats&Facts•t Publications FBC Staff BCIS Site Map i Links Search i 111640%a Product USER: r Product Approval Menu>Product or Application Search•>Application List>Application Detail ` r FL# FL12246-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)87.1-1915 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 El Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES.INC. NAUTILUS ROLLING SHUTTER SYSTEM C.I. DRWG. 15-071.ndf 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 Limits of Use Installation Instructions Approved for use in HVHZ:No FL12246 R3 II EXPERT SHUTTER SERVICES. Approved for use outside HVHZ:Yes INC. NAUTILUS ROLLING SHUTTER SYSTEM DRWG. 15- Impact Resistant:Yes 071.nd Design Pressure: +160/-160 Verified By: Walter A.Tillit PE-44167 Other:State Missile Level"D"wind zones 1,2,3 and 4 Created by Independent Third Party:Yes (basic protection only). Pressure rating: +30,-30 p.s.f.at Evaluation Reports 20'-0 span and+160,-160 p.s.f,at 8'-0"span with 1/2" FL12246 R3 AE EXPERT SHUTTER SERVICES, slip.See sheets 15, 16 and 20 for additional pressures and INC. NAUTILUS ROLLING SHUTTER SYSTEM P.E.R. DRWG. spans. 15-071.Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released 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: Credit Card Safe NERAL O- 8,ANCHORS SHALL. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 9. ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHELF R. .1.NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT Q( E-D.}-HAS.BEEN VERIFIED FOR COMPLIANCE IN:ACCORDANCE WITH THE 2014 (5th EDITION)OF THE FLOT2IDA BUILDING CODE. .-3/8'011 1/4"CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT IRGIJ VELOCITY HURRICANE ZONES(MIAMI-DADE -1/4"0X3/4' SOLID-SET MANUFACTURED BY AL,L'PoINT, INC. /8ROWARO COUNTIES), -3/8"0 KWIK BOLT TZ MANUFACTURED BY H]LTI, INC, DESIGN WIND LOADS SHALL BE DETERMINED AS;PER SECTION 1609 OF THE ABOVE MENTIONED CODE, - -5/16.0 TAPCON MANUFACTURED SY ITW BUILDEX, INC FOR A BASIC.WIND SPEED AS REQUIRED.BY,THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET, FOR A DIRECTIONA:ITY FACTOR Kd-0.85.USING.ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL. - AND SHALL NOT EXryCEED,THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 16 THRU 18 k 20 114RU 26. - - -EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 9-10 GROUT FILLED OR 1004: CONCRETE CONCRETE BLOCK SHALL BE FIRST REDUCED TO A:S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR. SPACING G 100% EDGE DISTANCE TO COMPARE THESE W1 MAX, (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS IS THRU 18 k 20 THRU 26. 3/8'0X1 1/4`CALK-IN 3 3/4" 4 1/2' 1 1/4"(3000 psi) NOT ALLOWED 2. IN-ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. '316-1/4"X3f4'SOLD-SET 3' 3 _/2' (3000 psi) NOT,ALLOWED A.33% INCREASE IN ALLOWABLE STRESS,FOR WIND LOADS WAS Na USED IN THEIR ANALYSIS. FASTENERS 3/1 -KWIK BOLT TZ 9`. 4' : 2 1J2'4* (2 psi) NOT ALLOWED SPACINGS T4'WOOD HAVE BEEN DETERMINED.IN ACCORDANCE PRTH N.O.S. 2012.: 5/TCO TAPCON XL 3 3/4" 3 1/8' 2 1/4" (2899 psi) - NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY-FOR IMPACT.AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN Y0,ANCHORS REQUIRED FOR MULLION CONNECTIONS.SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, ACCORDANCE WITH SECTION 1609:1:2 OF IHE ABOVE MENTIONED CODE AS AMERICAN TEST LA0 OF SOUTH ICA I1, IT-A 12 124 13 N 13A. FLORIDA REPORT,¢ 1'030,01--08 AS PER ASTM£ 1996-05; E 1886-05 AND E 330 STANDARDS. QUALIFYING INSTALLATIONS FOR WIND ZONES 1; 2, 3 IT, 4, MISSILE TYPE D ATID ONLY APPLICABLE TO BASIC PROTECTION _KWIK BOLT.TZ EXPANSION ANCHOR MANUFACTURED BY HILI, INC. INSTALLATIONS.AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1,2 AND B.3 OF ASTM E 1996 SEE SHEETS 19 W-20 -HUS-H SCREW ANCHOR.MANUFACTURED BY HILTI, INC. - FOR.ADDITIONAL LIMITATIONS, - - -WEDGE-SOLT ANCHOR MANUFACTURED BY POWER FASTENERS; INC. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6DG3-T6 ALI& (UNLESS OTHERWISE NOTED).SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR.AT ABOVE MENTIONED SHEET. ,q. ALL SCRElY5'(E%CEPT END RETENTION $CREW C 10 BE-STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL-- E- YIELD STRENGTH AND 90 ksi TENSILE.STRENGT �R CORROSION RESISTANT COATED CARBON STEEL AS PER IDIN EMBEDMENT Qt 1007OR 50016.ALL S.D.S.ARE TEK SCREWS'MANUFACTURED BY(TIN SUILDEX& SHALL COMPLY W/FLORIDA BUO.DING' GROUT TE 133 CK ANCHOR SPACING P 100% EDGE DISTANCE C4 100 CONCRETE CONCRETE BLOCK CODE SECTION 2411.3:34. 3/4`0 KWIK:BOLT TZ 27" 9' 4 314" (3040 psi) NOT ALLOWED LLOWED 5. BOLTS,TO BE ASTM A-307, GALVANIZED OR A+St 304 OR 316 SERIES STAINLESS STEEL WITH 36 ks; MINIMUM i/Z"O.KWIK BOLT TL 22 1/2` 7 tJ/ 3 1/4'(3000 PSP) NOT,NOT ALLOW YIELD STRENGTH. :3/8"0,KWIK BOLT TZ 6" 4 3/8' 2` {3000 PSI) NOT ALLOWED 3/8"0 HUS-H SCREW 4" 5' 2- (3000 PSI) 'NOT.ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS #6,095,225 AND #7,409,980. 318"0 WEDGE-BOLT 4 1/2` 4 1/2' 2 1/2' (3000 PSI) NOT ALLOWED 1/2'0 HEIS-11 SKEW OR AIDGT W 6- 6' 3", {3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR D SIDE RAIL SHALL. BE AS FOLLOWS: 5/8`0 HUS^H 'A'61 SCREW OR BOLT 7 1/2` 7 1/2" 2 112',(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MIN. 3000 p,s.i. COMPRESSIVE STRENGTH. it. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5f16"0 TAPCON XL ANC1i.I. :. MANUFACTURED fav,ITW BUILD£%, INC. TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. _ -3/8`6 KWIK BOL! 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12 IT SHALL BE THE RESPONSIBILITY.OF.THE CONTRACTOR TO VERIFY THE 50UPIONESS OF THE STRUCTURE:WHERE PRODUCT IS TO BE ATTACHED TO AL1) MINIMUM EMBEDMENT INTO POURED CONCRETE S]WlL BE: INSURE PROPER ANCHORAGE. THIS PRODUCT SHAI.L ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK,OR.WOOD FRAME BUILDINGS. 2 /j4"FOR Y16`0 TAPCON XL ANCHOR$ & 2 i/2' FOR 3/8`0 KWIK DOLT 3 ANCHORS. 13. THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING, PLUS ANI BUILDING AND ZONING REGULATIONS PROVIDED NO EMBEDMENT INTO 5'R1CC0 SHAH 9E CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. - A2) MINIMUM EDGE DISTANCE (E.D.) INTO POORE[) CONCRETE SHALL BE: 4`FOR 5/16"0 TAPCON XL ANCHORS h 5-FOR 3/8"0 KWIK BOLT 3 ANCHORS. EOGE DISTANCE 15 BEYOND 14• LIFTING MECHANISM NOT PART OF THIS APPROVAL. ANY FINISH MATERIAL 15, (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE A,3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE:P.E.D. THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (8) CONTRACTOR TO BE RESPONSIBLE FOR THE.SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E,D, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETA!L£D-ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE (9) TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-9U CONTRACTOR'S RESPONSIBILITY -5/15`0 TAPCO14 XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX, INC. (c) THIS P.C.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 8.1) MINIMUM EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK '(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 2 1/4-, RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS NO EMBEDMENT INTO STUCCO 5fVJ.L BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A DELEGATED ENGINEER TO THE O.E.O. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC CRAVINGS FOR REVIEW. .8,2) MINIMUM EDGE DISTANCE (E.D.).OF 5/16°0 TAPCON XL.ANCHORS INTO GROUT FILLED CELL CONCRETE (e) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF BLOCK SHALL BE q". EDGE DISTANCE 15 BEYOND ANY FINISH MATERIAL. RECORD THAT PREPARED IT. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR DRiCK PANELS. VENEER OR.PAVERS BE FOUND ON THE EXISTING,WALL OR FLOOR,ANCHORS SHALL'DE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND 16, PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY,Vi$IBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710,8.3 OF SUCH PANELS. FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1710,8.2 OF THE FLORIDA BUILDING CODE. (C)TO EXISTING WOOD FRAME BUILDING; SPRUCE PINE-FIR'-SOUTH (G-0.36), UOVCLAS--FIR-SOUTH (G-0.46)OR SM4L.l q,N:.Y fiE USED TO SOUTHERN PINE @2 W/G 0.55 MIN. �fA/Nj( IN THE SLATE OF FLORIDA 1{ .�� FLORIDA BUILDING CODE (Nori.tiigh Vebcfty 8urricOne Zone) 5115"C TAPCON XL ANCHOR$.AS MANUFACTURED BY ITW BNLD£X. INC 07 s t20i5 mTECO rNC. {`� FAL OY C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHOR$. INTO THE WOOD FRAME UNIT SHALL BE 2 1fa` PHYSICAL = ;• No.`.4�.2.fiL•- .''� - ailiinn�g Shfutt�System o</to/15 it XI�Is :THREADED PENETRATION. _ '+_"._�,G„--=.,yam--'C. .� rP�I+� ... - DATE NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REOVIRED EMBEUMEtNT. C A: --* ,*�7+ I E err O INC EXPERT SHUTTER SERVICES INC. C,2) MINIMUM EDGE DISTANCE TE.D.) OF TAPCON ANCHOR$. INTO WOOD SHALL BE 2 t 4"EDGE DISTANCE IS =-O: .r! T- nu��TfsvNc 8 ENGINE LNG_COY AN i AA / �fi'7" E N N E wro[ a. 1626$W H LTUORf STREET 15_071 BEYOND ANY FINISH MATE.LAI... �'p [1w (t,Vtw,v+-,sw .(aa+e I-,]a, POM ST.LUCIE,FL 34984 Off•. FIV•T�(Ur � V,� -i LH 6 Olca•* RRtariNC No V ,PNt,(etml]44-BOOL fM (TT2]S[.-P+"on C.3) IN CASE THAT PRECAST S10NE, PRECAST CONf:RE(E OR BRICK PnNEt S, VENEER OR PAVERS 6E FOUND ON �� F�''•.;_� wALT[u A VLUT PF THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND ��I-.AA..��'�' "'�, sNEEI 1 Or 26 SUCH PANELS. Pg'y rr txxau• ,`4p-.+ALE 1104111+t<.A 4A16'r e�[ 6 . #5 #6 #7, #8 #9 ^010 ,y ruf : ez 'on" xar - com--x ao--- r.aa #1 #2 #3 n#4 s -,n]a• - e.s _:_.ear• i -1 1. ° N .e 'n T L-- x.a• -7M1: cao•�. {ozlo.T II]4n)R1Ao J1i I .�!j �-�--uH111i111111u11u1L�.1' ;�-lliHlUAtuuttlnlut11111Un1 �� O� c°,- . '`v -- 11 .� i � l i r � � f I I � � � I � aA4'DETAICA J - Y38SLAAIESS STEELn49Ei If I Pzase'- P+yi I .# & i )R sRF n7a�S]LObE READ41Mt c EA su{616 iEZHFADggrH°EAp�Tart tt�rr 31]• i90- tbSn' I IRt BW 99)- IP3.!+0'- IP]29n' IR3.149•- Rx.490' i �' 'Y S iR2 :RP F± 1 r" "I• I � i "'" i ` •-/f/(1�. °:On- <jq :+ a II ra','__gi' x`]59=_I OPTION YI IMONw 4s1iQ:RiETvSunECs OPTION k.i.vnyrA-sH- E N1CLITCI DET.) Ts'ILESS [ SCW DETAL C COATEDNATHAC.LVER C1470VEEWREE ANi/CARROSICSJ I COATWG SYSWA.ASMAMJFACT1Rp BY SUN BELTCOATWG LLC Fy=1974 ItsiEr[1D51r¢Tx;TIJ;, 'DET.B (-s m) Ftu=1W.8 k6Ia!,,-SmI1GTM CA) SLATS _)n v•- _:er- eor (r ) M1 STARTERSLkT 6or• ow CtY116 N:uM.Nu)A NLor .. e. 6063-?6 NUMrNUAL AtiOY- � i.ux•4, rY•31.5 Av 17,s9i SCALE+rr r UKASE SLAT y�-1r�f-�, Sf,=lC+amt' OE-TAIC'8 - a1:B1T8AlVMIM1rA A{lOY A I I,_�,J-� LLff-_--TT--LLJJ i6J xrtu' '-5a 2. Ti1a zo I n •. NG ` r - - lour .- -n.coa• - _ — - -' -- - cwev_irD parrs sHlANo szJ oos OENSTY)a yon' - '� TENSILE MODULUS.17I k4 I " ''I•I - TENSILE STREW YIELD 9115Aa » - --1]eo —:.1� CEZ) BUILD-OUT TUBE FLEA RAL MODULUS'S®TS 6061 T6 Al UMINUM:At LOYZOD NOTCI ED VAPgC.65 AAM S�E _01-OI' C)RETAINING SYSTEM:SCREW+BUSHING U SIDE RAIL # (E) BUILD-OUT TUBE E1 BUILD-OUT-TUBE i �/ 606116.UMINUM N LOY 505176 ALUAIUJUTA ALLOY 606176 NVMINUAI A LOY SCALL 1a-I' SfAIE'1? t• 1]Y SCNE 1C"-t S? .mpi *MUST EE RE»EWED BY SHUTTER MANUFACTURER TO VLDV FOR A MINIMUMa - -' - ow•--- ----- ----- - - I -. 0.050'CLEARANCEDMo.ETWEEN SCREW MEAD AND -e CAVITY WALL-AT'NON HL'RHJCA)JE POSITIONS. I I z.o>T- __) •__ �' E3 BUILD-OUTTUBE :I 6061T0 ALUMINUM AL1 VY SU.IF I, 1]a' e• j 1/4"0x3/4'ITWIBUILDEX TEK SCREW ]5a' CARBON STEEL ' SCM6 tT.•- %A' 1 �I I1 5116'01TYJBUILDEX TAPCON XL ANCHOR CARBON STEEL SCALE 1Z• I' Stan'. _ ....0].i'-._ _- - _ ._�_ + .'4I .�II,• I i.rT .' J LK) STORM BAR �.3 6.0 HILiI,INC.KWIK BOLT 3 ANCHOR WWI-TBNUNIM M:4toy C G 4x6MULLION (6i) 4x7 MULLION CWJBONSTEEL scAtE'1a' 1 F, TRAPPED ANGLE C� (G1) 4x8 MULLION a10Yr5P va mvM NLUY AAAALI1Err1E�/�T SCALE 1a--T aotl 76N UWw"N TOY 04er�Ef AtUA-1�I.NUM ALIUT 06116 ALUMUJUMALLOV 5G.L[.3R'a I. . \\\\TA rA TILL T�� 5(:wLE!2'•I- SCAtF 310'+I- �i FLORIDA BUILDING CODE (Non-High Velocity Hurricane Zone) �:�Q�!•''��,EN$F '•, '--.= C10i5 TaiECO INC * Ncutilut; D`LpNLaY ^� Rolling Shutter System na7foiis' IL E C O �N�. - DATE s*'.%� '%F"- r' TaurT[srwc JY ENGINEERING EXPERT SHUTTER SERVICES INC. COMPONENTS ' $1A 6F ..� +3 P• e , M,zw�: n 62fi 5'N EILTMDRC STRC A, w m.".'i3�]ae)I_,>a :ne�m`>-1sv3" 15-071 OT':•�� -ma�'141°<°aoCl coin F'OR1 SI LUCIE.R !4984 S'p•. F�0vk EB- R+a.C.Le.))SS-APan.rAk (r]])tl)-044J DRAWING No CTIL11 J 'y. F `` r A TEH A nuH J. n.E rz F 4i�Ar 6Ny1lICR.�? jrrY(�c FCCRV 01 4 J4167 - wen+ SMEEI 2 1126 121 o I 0/21 C 4 " 16 15 1 SIDE/END CAP 1e 2 HOUSING(BACK&TOP):040 THICK ,9 3 HOUSING(FRONT&BOTTOM).040 THICK (D O ~ .® 4 SPRING BRACKET 3 5 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE. 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) ALUMINUM STARTER SLAT 9 e 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 e ® 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 0 MC.TOR M OCTAGONAL DRIVE IVE CROWN 21 22 GEAR-PLASTIC OR ZAMAC CASING tltp / 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END d 25 IDLER BRACKET WITH BEARING � v' BOX.& END CAP ASSEMBLY COMPONENTS ,o 111it11111gry FLORIDA DUILDING CODE (Non High.Velocity Flurricone Zone) tt ; •.......01 c 10 s Tureco INC c wN or. E * Nautilus r .R.L. Rollin 9 Shutter System 7/0/* - OATC ,yiLu`resrn,c h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. '* * .. t/ n. —'u s n 1626 5'N PILTMORE S,REET Z.4• <...mni-Ultnao4eu ce., PORT Sr IuOE.ri 349t4 STATE OF15-07) ` re 00osnv K C cbx)ss uox (1n)en .%D oRnwm.No U< $4416)4 'pp'�na. w/is SMICi 1 Of_E ,�i NAL ..t�•�� r�100111611% BOX r>Y / 6 &.Y/7 vBOX V/9 {��rrRDR V 19 ��p�R Y/6 & Y/7 END CAPT `_--- END CAP— END CAP END CAP -.� .. .. — SLATS ---- d2 = SEATS SLATS SLATS N? —--- — --- sLnTs 43 SLAGS — g4 - . SLATS -- #4 - SLATS ... _. SLATS- C ,r � y� -SLATS_ 0 v j 0�8 _— S1.ATS O�aS 01/8 SLATS 00/8 1/8 SLATS SLS /"� .. .. ... _ "I -SLATS (TVP to [tau) — (TVP. E0. END) --- _ - SL5AT5 SLATS - - Ck) U (T'YP) S IS . STORM BAR SPA[ING .'/ / /' (SEE SHEET 22) -T- �8�,: �Y/6 & Y/7 —— —vis I Y/6 & Y/7 j Mer. SLAT SPAN (5Ei. SCHEME!;ON SHEET°, 15 At 20) Mo. SL: LPki TYPICAL SINGLE UNIT ELEVATION WLO STORM BARS *, ** (SLE SCIIEOUL[S ON SH(F 15)- - — NOTE: SEE SHEETS 2 & s FOR COMPONENTS NOMENCLATURE TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS = IP T.S NOTE: SEE SHEETS 2 3 PCR COMPONENTS NOMIRJCIATURF. NTS PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT• * CASE 1: SHUTFLR 1IMPT COUAL OR +ESS TI,A1: I I'-0"APPLIC'ABLF TO !NSIALLAIIONS 'V/O STORM BARS, U;/ STORM BARS OP W,":5-CIRM PAR; 6 MULLIONS W/ HEIGIlb LIP (o) CURTAIN SHALL ST&RI W/ &1 $LAI$ AT TOP, FOLLOWED B7'. //2. #,1, THERFAITM Al' IIIE WAY DOWN.EACH'SLAT# STtAII CC.NLA S+ST OF VR..'FIVE (5) STS OF THA: SLAT NUMBER. PROCEOLIRE FOR M)OIW; SLATS DOY•NWARD aEGOW #I SLAT SHALL BE CONTINUED UNTIL IOTA'_SITUTIER IIEIGI41 IS COMPL=1, QUANTITY OF FINAL SLAT NUMBER IN.STAILED BEFORE Bfi1TOM SIAT t9 TAA: ,;ARG WITH SHUTTER'S HEIGHT, '(F) BOTTOM SLAT@PAUST BE%•LW,',YS INSTALLED CASE 2: SHUITLR HEIGLr L:.RGER THAN n'-0"APPLICABLE.TO I767ALLATIONS W/0 STORM. 14UF1111q FLORIDA, BUILDING CODE (Non.Fligh Velocity Hurricane Zone ' BARS AND v+j OR W/O HULLIONS Ul HEIGHTS LARGER '•1.4, I+' 0` ... .: Nautilus Bane o ....:<</j��i C zoTsn:reco INC (n) CURT%+RJ SHG.1.START AY,i ri SLATS A.1 IOP, FOLLOYiED 9v p:2, p'3, THEREA,^ER, ALL `Q�.•" L/�6 r,R"L THE WAY DOWN EACH SLAT # Sf,AL, CONSIST.OF MIN FIVE (5) SI DF THAT SLAT ��yJ:•;' CEN,Q:..,.9��y / _ - NUMUFR PF.00EMIRE FOR A.ODING EATS (`OwNtiARO aELOW #7 SLAT sf1ALI- BE •- � s�� / Rolling Shutter System LnNT;1:uEn UNTIL u,Q SLA- 15 Ra?.1L1.D AFTER #10 SLAT IS INS-ALLED, ADUITICtPAL @'O - ((( ��' �C O �Nc. EXPERT SHUTTER 'SERVICES INC. OAT[ SLATS IAUST 9T USED TO COMPLETE THS f01-M SHL-TER HEIGHT r1LLr TESTING h ENGINEERING COUPANr r,. 3.)." I v rvclnn GwtxAS. JN et 1626 S IV, 6;LTNORC STREET (D) I -C71 BOT: LA OM ST OB YUST BE AL'Nn15 INSTALLED - e-ma:4rteco6uol.can PORI St LUCiE,FL 34984 a'• STATE OF :ti` EH-OX6%19 �:�P+16'(.M)>.'..9,Iu.r4Y (112)6)1 0990 DRAWING No rLPR:w Lc I ..161 _ ene sHrn a or z CONAL .``�` II/Illllp4lN\� Mo..,MULLION SPACING W-1 10 OR W-2 11 OR F- (SEE SCHEDULE - � n} i� / / G Or l(7 Of ON SHEETS 24.25&2fi) C y W-3/12 oR W.4/13 r^, VC.,STORM BAR SPACING Vv MULUDII SPACING 1 ' REAR Q W-.1'/10 OR W-2/11 OR Of, Ofi21 ; W-3/12 OR W-4/13 ( BOX (SEE SCNCIPJIE ON SHE T 22) ) ;SEE Sp1EWLE 6 V/9 -,'Ll } —` ON SKEIS 24, 25 & 26) ( >' t30X _ I END CAP ! — SLATS g2 SLATS I SLATS JUTS N I i , I S.3 �y SLATS Z z ,N _ u4 SLATS N.N n rr - .. i i ._---•-- SLATS ' oN - g5 —"— I ;LATS _r g �;. _-- - �' m t^ SLATS �y- v 0 O/8 - z. _ SLATS - N-w SIATS i O _ I, _ SLAT`. �2 := A}� -— _ C (TYP) R 8 -R 8 ? (Tyr) R/8 -R/8 svrs or _ or s w - __ or or / / d. -V N _ ge —R/8 I -R' 8 s T - - u to 5 �'� 1_ R'/Q R/B� SLATS — w R/8 I C. _ (TYP. Ea. f:TJOj R' 8 ~ __ (Typ Eo END) R/8 R/8 - SLATS C+ R 8- R/8 — s9Ars or or. ; or or R'/8r_R'/8 I I R. _ — .4'10 SLATS ! - SLATS W-1 10 OR W-2/1 MAI STORM BAR SPACING I` W-3/12 ok / 1 OR �B� (SEF SHEET 22) th IW-1/10 OR W-2/11 OR / W-4/13 Hyp) i I !W-3/12 OR W-4/13 1 �I� V/9 rvp) --Ma. SLAT SPAN ,_ Mar_ SLAT SPFN Flat. SLAT SPA%1 IA- SUO SPAN - - Ma.. SCAT SPAN � LIOr. iU1 S?At: (SEE SCHEDULES ON (SEE SCHEDULES 014 - ISEF SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ONfSiL SCHEDULES SHEET 15) SHEETS 15 & 16) SHEET 75) SHEET 15) SHEETS 15& 16) SHEET 15) �. TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & Wj0 STORM BARS W/ MULLION & WJ STORM BARS WnIE. SEE SHEETS 2 & 3 FOR COMPONENTS rJOMEh1OLATUF"t(_ NOTE SEr SHEETS 2 & 3 FOP COMPONENTS r,r S. rJOMENCI-ArURE rn s PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * A( SE I: SHUT'=R, HEIGHT OR LESS THAN :I'-O'. APFL:CAELE iii INSTA-IALONS C:/O STORM BARS, Wf STORM ell- OR W/ STORM BARS & MULLIGNS W'/ HE1GHrS UP TO 11'-0' (a) c:Uk TA1r, SHA.L START W/ ill SLATS AT TOP, FOLLOWED BY p2, g3, THEREAFTER JJ.L iHL WA' DOWII EACH SLAT ,# SHAH. CONSIST OF FIVE (5) SLATS OE 7HAI SLAT NUMBER PROCEDURL TOY ADDING 51AT5 DOAMVARD BELOW WI SLAT SHALL BE CONIINUL UNTIL TOTAL SHUTTER HEIG•IT IS COMPLETED OUANNYf OF FINAL SLAT NUMBER INSTALLED BEFORE�BOTIOI.1 SLAT B MAY VARY YIIT-1 swt 7ER'ti HE-GHT 1111111111111111111/III (b) BOTIOU SIAIOMUST BE ALWAYS MS'TALLED -.�+ �A•r�[ 114 FLORIDA BUILDING CODE (NOIT lVgh Velocity Harficane Zone) ** P :TRJ6 FluEau Ili[ Nautilus JRAgt e CASE 2: SHUTTER HEIGHT LARGER THAN II 0 AdPLICABL.E TO INSTA,.UIION V/c, „rORM R-A,R AND n;/ ��, x,�CENSF �''� FAL W/ HEIGHTS L?RGER THAN' 1'-0 '-- `== 4-.. Rolling Shutter System o+ CLRIAIN SHALL 5TA.RT 5ti/ #1 SOTS AT YO FCLLOWEC BY k2, q.3. T L"EAFILF, ALL IHE ViA,Y � / - IL E C O IIm C. CITE CUVI EACH SLAT g ;HALL CONSIST OF FIVE (5) SEA'S OF THAI SLAT NLMBEF tAocLDURE' FCR '* S•� �j'/! J-` = HENT TESTING&[NGNCERNG aaMPgNY EXPERT SHUTTER SERVICES INC. — ADOIFIG SLA;S DOWNWARD BELOW gl SLAT SHALL BE CONILN�E UNTI_ gIC SAi IS INSTALLED AFTFR ..p n4 Ivn u„+ s ar,a.- -r,,,i 1626 S'N RILTMORE STREET 10 SLAT 15 IN IALLED, ADDITIONAL r STATE OF :4= ,,, 1>c>;q;,_:,4",. I:�;;ea-,I„", T S-01) g 5 rL 810 SLATS BE USED i0 COtl PL.ETI THE El1TA;,.SHUIIEK "r'• 41� •-n YI fltecc64ol<em PCRI ST LUCIE,ft 34984 iHEIGHTI F UT,9 nCDRAWING I. �,�'• (ORIOP •'�� CNnor.C.(6:�G)ia9-9054 q. ITTp TI-p9Au n ie_2 L0 Jr P (P) Blli'Ijl!:�J.I BO tJI.151 6k.ALi+AYC I'lS fAtt.ED F= FF7le..w� 411[.' •E ROf+Vi4 L< P-'.4167' SKEI of 25 POURCD '-5/I6'v TAPCONS XL 1y/2-#/a" Mir,. .I'rt'x 2/b' OR 2'.2"xi/8 - I f4-Oxy/ A'itw SUILDEX ILK SCREWS 5/760 TAPCONS Xt. W/ CONCRETE" EV BEE) EN' fi T"OO.x0,060'CALV ALUMYYUM TUBE - I fy/ I"O.D.<P.O6P"CAl,VANIZCO S.tCEI 2 1/4"Min EM9EDMEni ! REQ•p I SIFEL r'MSNER ai 24 ox ASHER e 2''a & 1'0 D x0 060"Ot,EV -:. i, /; 'F `. �; S/i6"C TAPCONS Xl W/ ; W STEEL WASHER N' 24"n.[ .:_._._., �. ._..�-_.... /,•i�/:i:"/i; •` _ �`�r %•'/.. 2 1 Jd'M,n. EMBEDItENl ( t f$ 24' I _ PouRep ccnGRETt ,.1 I OR GROUT FILLED POURED CONCRETE. 1 �( I CANC,M- BLOCK 0 1 {, OR GROUT #ILLED,._ : r 't WALL f7CQUIRFD CONCRETE BLOCK `ry< e 'NAt.I REQUIRED _ ('J t ELLE{7f EDGE OF OPEN{NC /,` OPENING CM) y tIV1 N I' • F%ISTRJG j EXISTING I' LXIST114C 4 GI ASS- " {� t GLASS iI( CLASS- \ I (HEYONO) I (FFYOND) \; - (DFynNn7 SEE ANCHOR +w SEE •#.C#IOR SCHEDULES ON "L=-- \ T u ^. ~ SCHCDULCS ON ¢ , SEE nNCHDR i "-HEFTS 16, 77 SHEETS 16, 17 '; G SCHEDULES ON s v: k t8 & 18 i. o SHLEIS 16, 17 �, � r o d `, �a i N s ra OA s .' � Min SEF ARA' w tdm SEPARATION - M n. SEPARnTION 10 G AS EXTERIOR R w a GLASS � 5 w to c nss � ' EXTERIOR �w (SEL se#�EDaLEs ,� �, (sa sclifrULEs. T{1- EXTERIOR (SEE kkDufs PH SHEET 15) Oti SHEET 15) `1 I GH SHE,Ef 15) {� .'La I. 3 N 0/8 �_v- ,I 0/8 0/8 o/g o/a c', POUHtD Ct]NCREtC. POJFEC COtJ.,RFiE " l f OR CRC IT Flit-ED ) _ OR G. Ui /=[,LED- p CG HET£E,.00k r { - I P-OL�Rf.D CONCRETF 1 f r COMRETC BLOCK W'A_L RFOUIRED V CP.rJUI FILLED - ,� r , WAL, RECUMEO S L CONCRETE BLOCK �— wALI RCO,PRFD IT ED!.E OF r�{ EO.;E Or T.. OF^CrnNG, t l� � I •`( rnENIUC: � i �T �>• B I �B 1 i �n �) 'JIG' 2 i;!Ir' _.. 1.71J F,.0 E7' _ Nu! E D T.A -- 7 T t f?-'<7 t,2'.G L62"xU.i, dt'JM •. t—` dLI1 M'd�.GL[tCUN' ,^ EU /.•.IGLE W/ 5,`ifs'^ IAPCONS xL W/ _ POUPF0 CONCRFTE^• S/16-e 7APCDNS XL W/ 'I 5J76'C V.P,:OM nl NT 2 1/e' .-r. LMBED#7EN7 0 ->_A' ac c 2 3!`!' M.n EaiBEDI.'EMt {t'c=3 k:!.tiir) R»O'C ? #f<'#.I,A EM8Et34iEN# 02». oc02n' .,c WALL MOUNTING FLOORlCEILING!TRAPPED/MOUNTING - BUltp-OUT MOUNTING SECTIONS I i�1'I HEtHtT r�Z;Cb� FLOFIIDA BUIL{D114C CODE (P7an High Velocity Hurricane Zone) `'•,. ''may r suis n.Trrc Ifrc I V a u ��I u J� r.RAaN E. INSTALLATION DETAILS ON . EXISTING POURED _ '_ `.R.6 `' � 1 L E C G IR7c. Rolling Shutter System n 'Io/+ CONCRETE OR GROUT FILLED CELL CONCRETE - :*= z 1r;"' r _ EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS UT TC5Ti�G N ENGI`ECFING E uPA1+Y _�TAfE A+' r'k e:y v xn •4 ruaY..bntt.'+5 n fa,e< #626 S x 6RiE. 1.964: 15-0"71 i q•• S(,(•H` (w.W7.-I•A faosle>, ,T iFQK1M) it.LIKE.F ia46i: .ni r�7O/C �4�A10P -�`� Ifi00eE IL .°ct+E 1806)f19-9J56 rr% [)JI)eft-OHY. _ONAxtNG Na SCALE 3/1S' r' ` n 'ii(( CC SSlltt /��ip I,cnr -Er: t Qf 2h (f*RA l / 1'67 It's iAPCO`.S ri Y! Exl$iING 1'lWu-- E%ISr'NG'ROOD 1 5/Ifip T_ICONS xL W/ TgU55C5 OF 44P1ER TRUSSFS OR RAFTER i t/?-xim.PE110R1IICN i 2 1/7-M. FF NEIR;.TICN -1/4'9.3/4'ITW BuILDEX I a I 1 -OR I-.I`.I /"n,}/4'ITW NLROEX s I D D m Deo ra...• s 1 0 0.o o6a'cn_v ' rEY scRsws w /e•(,H TRUSSES WCOC EXI511NO OR Fl ! 2'.2'.I/b' - / I CREO W/ TRUSSES DR RnF1Ek STCCl.WASHER¢ `a-o c TR 1SSE5 OR KAFTAN STEEL WhSHER a 21'o.c UM NUM TUBE 1 C D 0 O60•074'GALVANIZED 1 OA OOeO'Chl vun2E0 _ hLUMtt7LM TUf C I , SFCEI. WASHER 6 ,4' _ ( STEEL Wa9iER F+ 24' S/t6's 7aPCOvS x ( I G or .. 2 1 PENE 1RA70! PENRRATION f • a .4" G 24' - r 17y2'.a'GF XI (2)2`.q'01: - I. ti CONI - 2'.6'CONT,®, W000 HF.L.CR 1^y\ w00D IEADCR _ /y-y ( (2)Y`.a'OR I �.� : r)2•.a OR I REOU HED ,,,yyyl FiOU RED _ /'T \ r 1'.C'LO 1- !0' ` 2'.6'CON} V 4 / W000 NFAD!R - f r w1000 HEADER (01 i R_OU;REO PCOUIR£D I /� I �1 l 1lfj( EDGE DE ((1 ED F OE ±. N• rM`` FOC Or ,T cm) m COG or OPrh:C 1 - 11 _.�M� OVf:rt NG 1 OVfr INf, I _ r CPC N. ^l w r EAST,� r CD ' EXISTING i �� @) GLASS QISI IG �LA`S I �: '' c• \ - CLASSII b fx sT'( BF 0 r,) I I D(IEPoOR W (RE`r0!.DS I I' I PI '" (BE'or.U) I iI DRFRpR S (BET'UNU) ! r I EXIQCOR _ li ppI 1 i , � z l�I �� J i' `,{ c, 3inR�31. I� i- j IE2oRl 3} \+J u U) 7.a Da U T (2) 7"•6" I r: SEPAkpi1O.', i + Ea'IEPoOR (71 ;b' DR ! .t. Vn �- ()2'.4'OR i ) •x;. Co^17 Al?DD i0 cIA55 1 I - 6 CONI- 1 ! SCPARATt01J 1 I STU1 a 2.6 IG 5 ;ser S7rtAllr C+I + 11ci, /_� W(1Ol ,a1 0 t I -- 1. TO eL:.s y W000 STUD J !-I ,I)A(ti5 R(o CJ&,. •• _ _ �, .."IEft]al - r a ' \ MAX 6R�C CU --^ !-__ /}'_ (SR,Mf�R'0)lA 0 l6"1?C \( 1:3F S:HCJ'Jtf rn ISEE SHEET - T SFE ANC- PS r M" `✓ (SEF SHCET 2U)_ ��$$ V X RCOLURFD N, =HD.I 101 SCNCDLq E ,I ° ;[VAf•41 V': 2 15CC a`C I ,D) 7n1 i I GN'iHEEf 71 -(, 1 70 GLASS V ` j ' I ear j •'� - I , srt.TCET?,la) m 0/8 0/8I 0/8 0/B ser Aanwas SEE oa, Wa a ells (2J - •I SCHCOULE e SC,. Cc EUGE IF I' CONT WOOD slUO C 16' N Sr1EE7 21 v EDrE F t ll OPENM!' OI4 SHEET 21 �y OPLL r 1 It \L1 c I U oDRED xux PG 1 \I• (p`) �a_� :- _ -•�i It ,2•.,006?' (_.E_511CFl i E l 1 :`.4',0 - I SFE aNC-URS r L tj;�� .f,0rlr rt dvry.0 20) 0 •.Cr Nt 1 Sf.I-F[IUIF .71.`� I YI h Ir I ON SNEL'I 2 /If 1 u'UN, 21-: ICPC.ONc . i rr 1 M.n 0/8 ' I 0/8 w 2 112'vin ' A ENE aA ,:• �' I I PE ET.hT DN R L, i . 0/8a R rNsn u :r:_H a24 0/8. _ 5 . CONI w C Fusu f CGc CONT WO b OH , Nvp Fla,e ,ell CONT "clop Jr A 1 DECK OH I BOTTG FLA-F EE 51 r:G t:l. wD's- 1 \? L Siir 1,-•ti U'.0 4.. - Cor!__iC.EtAEi REOU:P.EG `.1 UE T.•mow '`'D B C••.LATE. DEC, C r Crow l' 4¢: DEC,Cq (SEE�f. ?U; - RL`UREU L"C NFOu1Ri U 'Ser "CCT 201 ^ COr(,.f'E 5..'Si CDIt[RE'C`:lhfi REU J e0 l B _F.'EHFFT 2r�j FCCU.r:.,D •.,CE SHEET 20) 'T{' R O�W.f.0 WALL.MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILDOUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS tJ.1 S. < 111111k��rF�II, FLORIDA BUII.DING CODE (Nan Figh Velocity Hurricane Zone) I: `��`�� EN•••!�✓� 7015 NUEC9 111cC 1�rV Cl U I I U S °FR.L."". Rolling Shutter System „4;,,/•;. / �L EG® iw-`-� EXPERT SHUTTER SERVICES INC. DAI` Z rLLIl fESTINC h ENCIKERI.G COMFA.Y *,` wmr. (xc)ni�-iiv.rrc.wl.a .�y�r 41�4e 1626 3W BILTMOi.[STREET I J-OI I t�eecerJcol co.+ PCRI SI LUCIE.EL .14964 i o'• STATE OF (t�, : m,cRinDts y n cr.r (n.c; re 7)n -w41 euwwc Nc �,�••�, V�� n-IJUt c TILL'Jr H fsn n Pc1ow 1. i role) .e/n p 1:rT or 2,.0 —. .,, l0NAL 0 �''��unmrlmif��" POURED CONCRPE --� OR GRGUI FIIIE:D • (I IOP0 OOR nDu1tEU I OR 0 F'OuRED \ /� {� PQVt,LD CONCRETE BLOCK _ -^" r ` CONCRETE CR SEE SCHEDULES UN I' COtyCRETE DR 4. (SEE SCHEDULES ON (SEE SCHEDULES Qv\ CROW FIL ED { 1 (t CONCRETE OR '� S)7EI'1S 17 h 1bJ SHi.ETS i7&18J ��; CphCR_C BLOCK \ SHEETS 17&18) GROtkT FILLED (SEE SCHEDULES ON`..; GRCUT FRIED--«. �\ COKCRCTE BLOCK SftEEiS 11& 16 ! ptvcrtE \ v �.- �` A t v ,r'•../ i..' _ ,.-� —:sae" s._. ssa ..,LCCX 2. /?,} 4 �� 0 4 o.c. � ( OR E1 1 ��} E?DeE3 a`OR )` , u C� pHRj- /2je�sua E.� I/a_irA• '.(n1 o 4•ox. f/z, '/4. D, - ��c t oR )/s=sure �.",/ - cR t/e"SLIP �-- ijz `/'' `(DD SECTiON W/ STORM BARS- FLUSH MOUNT (WALL) �' OR +/e•SLIP I- RT APPED MouNT. eurLo—our MOUNT SECTION P—P (PLAN) BUILD—OUT MOUNT SECTIONS 0-0,'(PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE-OR GROUT FILLED CONCRETE BLOCK BUILDINGS .. .. .SCas OpR��r >�/OR j' c)ORC� ). - CF 4 4';C. a rso' C)* + l�`, __ : •j 1 Q <a.,. ,( .. {`:Jjl"�) B, F".D 4 oC + 1)8 SORRh t"ac L4:d �AJ. '? 'l 1 A r ., C7= SECTION _Q'—Q' (PLAN) v7. a= ) z:;i< _ _ . ,/z li4 rr, ,/,' ORIENTATION #1 aR 'is' Sup oR ,/e' s.iP � CR t/s•Sul OR I/E-Sup,,� ��)"aR I,,. Suv oP Ije.suR ) WALL MOUNT END MULLION SECTION Q---:Q (PIAN) SECTION Q Q (PLAN) SECTION ,k—R (PLAN) SECTION R?-R' : ( * ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION:#2 4'or WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G,G1,62 D}. / �st`o4i/a ,o) 7..et. OR — (SEE 'HELI ?0) �... (SEE SCdE5U1'k )I` ALiCflP-IATu!!-1'Ir G` q eiuu pt.SHEfT 21J ;:vrf I;... '/4..V-210O J/4" S.'. Mc, (SEE s).i r.I zo> (SEE s•_HEOULE ,r:ano� .a,'t BF x5e c SECTION Q'—Q' (PLAN) cti c.H.s t 211 W1 NU '. cQR Tffis CONPdECTiO ORIENTATION :#2 �LY',veta ', ( __: _ _ WALL MOUNT END & INTERIOR MULLION I l5a•--�2S0 04 D) I/,-;/,- (Fi) LAJ1CjJT✓r''r., FLORIDA BUIEDING CODE (Non High Velocity klurrlcane Zone) Ca t/e"SVP tti ,/-,- '/t. r t�} �d^De 4� C? :/e 5Lf ` '• ••. i C2x15 t�LiE[a qr: UR3Wn'CiY FLUSH MOUNT (WALL) ' No.aa167 N a u t 1168 r.R.L. BUBO-OUT MOUNT _ &= Rolling Shutter System *� - 1L E O kae _ DAT( SECTIONS O'—O' {PLAN) �fiTlgT �y �c� EXPERT SHUTTER SERVICES INC. TILLIi TC5TiNG 6 CNCI CEMHG CCIMV NY I676 SM 310mORE STRCCT 1 t—Q/I �jgyp_ OCR] $1 LVCIL�L,WJe- aRA..G Nc INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS `e"s h1V.�` Ea-oaocJle P1GM1``"M —913M "")", "° S!A� f "tCR'A t14Vi rt NFCi a Ol a'b '�E�r+�G D.'E WiLo%+'Cn i:c 9„faT non. n M+iF1,5Yvtk« J 4 1/2" trio. E D----�- --3"--'- 4 112" Min ED -- FOR 3/8"0 CA.K-IN ANCHORS �4) 3/6"4 CALK IN A CHORS OR N ii -I 4) 1/4b SOUD-SET ANCHORS OR I* S" Min E D. Ji I---.3" Ntu, E D -- -FOR 1/4'0 SOLID-SET.ANCHORS q KWIK B0L1 TZ EXPANSIGI!ANCHORS OR ANCHORS* PER ED `. --FOR 3/8'0 KWK SQXT T2 EXPANSWN MCHORS (.} 3/�'s (1} (4) SJifi"0 IAPCON Xt ANCITOR$._ STORM'I"`, .I EETLE CONNECTION. SHE-11 3 I/8' MIn. E.0 - T--3 1/8" Min ED - FOR 5/16'0 t'IRCON.Xt ANCHORS 5/16'0 IAPCON5 XL W/- �"• SEE TABLE 2 ON OM) 23 EDGE Of SLAB i { (Typ, TOP Ac 90TTOM) EDGE 0"r SlA6 2 1/4'Min. :060"DGALV Ir AOPLICABLE_ If k?f'41CAE4E k 1`O:D.0.060"CALV 1"�- STEEL WASItCR 6 24"n< w,- FXfERiOR T r 1,•' F -! -- _ a M", E D {( I ;..... -. 2"x2"x1/6-0-1)(6063-T6 ALLOr) 1'+/POURED CONCRETE'/r T'OUREC CONCRETE ` ALUMINUM ANGLE EA. SIDE O Ks:} 5` rz'i, u T- .-- (t t-3 Kw) 5' .r j� I 61 O __(2} 1 f4�0-14- 4` ITYd tU1LDt"7 2E1t T71CK REOV:REG ��,.- � - -v wt TAPCONS X;. 711!0' RLOUIREQ i\ 41.. r SCREWS TO STORM BAR Vit Wj 2 f/a" Mn ,t� _ _ .. (7 XR 10P& 60TTOtt,) _•`. EMt3ET>atLNT Fc .`/, . ,� I 1'O.D 0660"-OAt V 1 } = i, SECTION S.-S . STEEL WASHER V I .I 24-0c i O I { Box , t ' \� _-- t,'I ( 4 �• ; MACN4 C,G:Ew r1'11 1 I fMEEDDLO INID/.'+CN4R I. PDX T " i` Mw FON. ' )MIND IONIF rP DETAIL A 1-5 t 1/4- 9-26 OR 3/2• t 15 MACHINE SCREws USED )WTI: W/ i " RP3CtA `n 1/4-0 , 3i4'SO4iG `ET OR 3/P'o , 1 tja"CAL N ANCH04S 7" Min FOR RESPECVVECr'HALL BE lEF1 TOGS-ItVi h/ANCHORS AT THE TIA C ZONE %', FOR 4 w 111:10 90Nf STORM BARS AR[ REMOVED {iF_ cET A} u w t EXTERIOR W (! rn i (2)ANC}10RC'r vEi< 5 FARATI(. TO cL a� � 'rORM DAR CONNECTION, u UlA S - o"' 2" Min rOR .r QJ SEE TABLE 3 ON SHEET 23 ' (SEE scHtDu E ON {,A� �"3 WI'JD ZONE - l T TDP , BvTTOM I F BEYOND (ru- ) SHEETS 15 & 16) ;I a ._/. �L, • `�� 1 (2) .•/8-0 Crag. IN AwH0R5 OR EXT o ERIOR (2) I,4"c SOLID-SEL A"CHORS CR '� ( iL,, SE:aaPCTION '10 GLASS - - (A-- I37 5/S'c KiiIK (t?1 7 1? 4YGANSION {SEE SC-EDI ON c- lAANCPOR.OR I`' f t j- a'E"f5 e5 k is7 , t2} 5j16'n lAPt;9'.-xt tnr,r70R:: 1"� BEYOND E>:StrJG--__ iv; {{() DMIOR j L 5s L EXISTIN<,____ -X y [ 2` d a2- 1 NUM Al C-E SiD'c Y+J GLASS ;.� S1 -'ja S1 _ . (2; 1/a•C-)4,5/< ITV, (.U4Gct I1.� screws TO stceM xnR i (;)a TCP/Eorz+;1 1(TraiC0lE0Ti0vj 5" {TYp, Tar 'u BOrIOM) I � q i SECTION S1 -S1 S (TYP Tb?/R)TTu"V)I. \�,Uu' ICP(09;rGAf7 i, Irl;,.. •il a' t£,o.. :may X}_ � LIN ! FOU.ED CONCRrIL I I I Ij.'.1 Ij2".G L61 CO'7" ALUM rn+,`. � � NY,GIE R/ 5/TE-1 TP ONS'/-L W/ O O THICK RMIPRED S,It, IA.(.UNI; a_ 1/ 2 I/<' Et:n ?MF3EOMEN" 'p 24"Dc 2 1/4- ra,, E61309EV . . J 2a- cc R GF a ct�,_ceT,. .I _Coe >.. SEAS WALL MO WING EDGE Oe STAB t1 ' !E ArF^LICt.OLE `,xEa,tpriHitli+bb4t,/ FLORIDA BUILDING CODE (Non H.9A Ve 0-4 Hur-icnne Zone) p'ApPI('APLf. T:'K cco L , * Nautilus /2 < 1/2" M.n 1� -..TOP 3/3 CA.N (N A%CHOR. '� -t .••`•••••,. .I,It tis+`.TnTFca iICM E o - EQR /4 a ,etro s-T ANC�Grt 4 �GENSLr n C D - 4 ui,, F C !- 4 r!", E C -- C0k /fi My�,86 T tt F?i'AY,13N ANOMXZ� 1-� C� :• �71'1�p !'/�A, RGlting Shutter System 3 1/8" M r. E b -- •-^- 3 1/a" Mr, L C. - rER 5jtEi 0 TAF`CI,+ ui At.C.ORp -, _a4'*1`"'• ';j :M 116 f.�+�+F' INC. Dnf: - EXPERT SHUTTER SERVICES INC, TILL'T TESTING @ ENGINEERING CGMVANY } 1676 S W H;4100RF.5TREE; 15 l��I 1C'. -/ S r... cwew+I-:va r.. Uoven'.,:n, FLOOR TO CEILING 1 TRAPPED AND WALL MOUNTING.:STORM BAR if� d'• gTt�t�E :4v` <.,n.,_t<,Ga�,a,< PQRT St LUCIE.r: 34984 DRA ffiNG No n..,r.�. lean r s ease.w.(fva)8;-Wm p. [D-DD0611, f!,o A tlLl li.r P!: S1RE} y Gf SECTIONS V s, F3Ut (�� O.T..L t aalh.' ei*, m --_'—' trr++aarNpntgEN i-. -. .9'Mi. ED. -f- 9- Min ED.--..-._._ --FOR (1) 314"p KWIK BOLT TZ EXPANSION i..2^...._ t tf2".�. '- 3"--.7 ,-.-1 1/2" _ ANCHORS B END AND INTERIOR MULLIONS (- .I : @& ,a (ORIENTATION #11 AND END MULLIONS&& CT (Ofi)EN-TATION jig) '�� 3' FOR (2) 3/4'0K,W.K SOL! TZ EXPANSION .9" Oin. ED I I- 9` MIG. ED ..`,- .ANCHORS O, INTERIOR MULLION \ 1 �r f .(OR! EWATION #2) .. EpcE of s AD EXTERIOR x —� D(TERIOR EDGE DF sLA6_, t'-{t /2••x0'-6.• A" (6061 Tc ALLOY) ' IC aPPtICAALF I II if A?PUCApLE 6.. Bum ANGLE EA, SNE W/ i i a •t., , (2) „f4 i}iU BOL-5 !. (6061-t6'ALLOY) Aturn i0 MULLION;Cjt4 1 If7" PPOURED CON RCE , Ir� 'J ANGLE EA S,OE T'+/ (2) ..-1 (t) 3/4"0 KYAK BO-"1 O r 3 ksI MLI 3 "lU '. 3/4-0 THRtJ BOLTS TQ i 1/2" EXPANSION ANCHOR 1 1/2" 8' Mrn THICC RCO'U. 1 _ MULUON(CJa (1) 3/4%, I TO P('.t7RE6 CONCRETE -• 3' - 3 " L KWIK BOtT TZ EXPANSION 1 SJ2" " 1 I ' ..._ .r r. E0. ANCHOR W/ 6" Min. (7Yp. TOP 7c BOTTOM) I. I EMBEDMENT TO POURED } I-- L. 6 ' CONCRETE (YP. TOP &T . BOT IOM) EXISTING - SECTi0N,X1-X1 W/(G) * ALTERNATIVE SECTION X1-X1 W/(G�* cLAss END & IMT RIOR.MULLION Mn /' 1 (END & INTERIOR MIM u r - — —J ORI'NTRTlON f 'l. _RIEN'A11CCN , (6.,X4 r+ -4" «- 1 1{2" N 3'S 3",112"x0' 4" 2" r- ,,;_ 5., ..�-.•.. � 5 - n (6051-16 ALLOY) -..� - s AI,,,., ANGLE EA 'NUL Wf EXTERIOR -W (2) 3/.:', TEIfN BOLTSQ- 3 3" 3" Q r _ c MULLION Ccp - T` F `?Vf : f (1) 3/4'0 Kt/IK BDL" T: (� 1 0 4 EXPAt15'.0: ANCHOR N; u" Min, MBEDMENT TC I L N a Q/8 or " a, Q/$ Or POURED ON CRETE (Irv. a" EXTERIOR }- EXTERfflR z R/$ Or " R/$ or TOP rt BOTIOM) ! �i R'/$ R'/8r;{` g• EXTERIOR _ t2 -i iV Y ' � 1 112 X1 X1 /< z a ,/."=s G051-TE A IOY -,3%tiro-a" (6 c a1Dr) (U-' 1UPIEOt;t',fa)� tT/a 1aP/anrrf.It) t Al _N-LE LA bleE W 2) /4�'u 1HR AN LE EA SIDE tvl (2) 3/:a LO_. 1.RU DOtT: t0 MULLION:c11 G (1) IIaq- 00.1'5 i0 MULLION vt,0 (7) . 3J4". ::19tK E?GIT "Z EXPt�510:+ 3/4"2 �:7�iK UOlT t7;EXPAitS:rJk ANCN04 W/ 5" w, EYNEDMENT rU P.td(:'+GIs '.v; 6" 46n CMBEDlAEr':1 1L POURED C:ONCRFTE (Typ T0- & Q * PC'I.fftEU "rCNCRLTE (ND TOP A pp7701A)SECTION XI-XI W/ C1? Bor'ne) t cItRED C.ETE SEND MULLION ONLY) (!NLERIQR__MULLION, OtILY) '�C: - 4 '' I (ENq &_INTERIOR MULLION) * — d u }7 r R't1 U1 �t�!_t:Rifr��Tit�r�_�',.i} ALTERNATIVES SECTION X1-X1 VVi`G�p Luc[ I B Ec;r c aJ,F ,f •_��} Iv..aall..,E1F 18'•x4 t IF WPLfCA8tE . i',r ORIS. T1TI�'tJ t (4°RP,• ! 'OR {2; 3/4-1 :C S:'.h 3C4.1 Ti E.{PRNSIC?f: __ ......__-__._..___...__.,__._..-._ ,..Y--.�. _._._ 1 _ (OF04TATION rye) L_• SIDE Min [" W l6n EU ANC-IORt tP INTERIor MIJiUON RAIL,D AND NOT SHOWN FOR CLARITY t;^ .-L. FOR 1) 3/a'a I.WIK. BOLI TZ EXPANSION .�3NiN11F�HMEtr ' _ 9" rmfl £.D .�. - 4'in. F.G - - t �� p.Tl /r �4 FLORIDA BUILDING CODE (Nan 111gh VHloctly Hurricane Zone) ANCI,oRS 9 END AND INTE..:OR VULUONS (OR EYTATION ,N,1 & #2)ANt3 �.w ENS. '�� .[zGTS Tnnco u+c (X' I I til u ow;nN EY ENO I/ULUOtc G(ORICIJ.!A7f0': b2) 'wy��";'vG F '�f lA L F.R.L. WE FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONSnG rt dd16�:- 'a r 90 Roilfn9 Shuiter System o,i:cjls SECTIONS W-T = tet- =di="--• -= XPERT SHUTTER SERVICES INC. TILLIT TESTING d INC,:EHCHLER1.0 CO4PbHY J.9CU.i.r;1)'•ro I(riG$k' BIRTM64C STREET '4�I "` ti- •,' _� wyy 1>M+)a)t f5}0 re. (,,G)irf-I�1f POal SI,LVCC FL 34",% /r .��•T /x� Wtl e Ind' i-ItecMiDM COQ. I'mVtIL )1�5-5?:G.FA+ 1%121 1511'1 11 ORii4iNG NC END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION FL0fk0 .: w�TE„e: ,,2 .hOxfySHEET ;o Of 26 --'-- uewuli EDGE 11 APPLICABLE 2",MULLION DEPTH.1/8"Cpnt I ALUM. TUBE (TOP & BO11UM) W/ ' • 15/16'0 T PCONS XL W/ 2 1/4 I/4"c.3/4" ITW BUILDER TEF SCREWS 4 "fin EMBEDMENT C 24 c.r,, W/�, 0:0,0060-GALVANIZED STEEL MIN 'E.D. 2 1iE" WASHER G 24"c.c. Mm E.D 1 1/2- EDGE F APFLICABLE. I 4 EOG! IF APFLICABLE . CONTINUOUS s POURED--- '7 3/4' Lun c.D / 2' •I ?' cDNCRETt(�'< -3 1�Mn,).' 1l)' 2- 8' 8"Min. THICK PLOD. =-z 2" I I ( - 2" 4::— END . —END CAP 2 I FOiJRED CONCRL.fE I _. 3/4' FOURED CONCRER Mm. E D E0. EO- B" Alin. THICK REVD. i EXTERIOR (I'c = 3 kst M,n 7 --. ;r'EXTERIOR 4...-- Ym. THICK REO'D. ' 3 yEXTERIOR(G)OP GI} (clog Q/8 or / D , rty R/8 Of R/8 Of ---_ 4",4"„3/8` (.6c61-16 A[[OY) .' {60(;1-16 ALLOY) Al.- ANGLE EA. SIDE. EDGE IF APPLICABLE R'/8 I R4/$ n;um ANGLE EA. SIDE EDGE IF'aP1;C.CABLE ,' . m __I•-i I an E f(WAu 'McuN,Eo SHOWN. MAY BE GLASc SECTION X2-X2 W/(G (G�)OR (G� ALTERNATIVE SECTION X2-X2 W/(G�OR D EAISTING- rJ -� I \; AL SO I\STALLED TRAPPED IfOUN1Fl) PER SECTION R'-R' ON sHCT r y) FEND..& INTERIOR MULLION) -(END & INTERIOR MULLION) �;� � I/IF•' - p`'� -t__ t',Jj-Clf'lf..WTk110N_!!_1) (,Yv'/ QkIEN1Al10tJ '. ) IV,, ED ,, 1/2"%1 1/2 006'",CONN Ai UM (6x4" rr 8x�") x6 or 4 ,(8 } ;? 7 3/4" -4 �-� ANGLE 'b'j 114"0,314” 1701 BUILDER TFK SCREW.<-CN 74" 0e lO lU[3E i - - J (0 ' • SIDE RAIL;D, NO] SHOWN FOR CLARITY , I 6i;+JCRtlL (I'; .. ?kg I1irt.j X2 X2 (RT :0?/Bcilou) (TFr i0�/BaPMq 4'.4",3/8".[7-10'(6061-76 ALLOY) Ai— ANG(.(:' - Mr,J C D EU -t-EO--I EA SIDE V+/ (2) S%^"¢ THRU EOLTS TO MVLLlf)N plNllllltl1111/ . & (2j 3j4"¢ FVAx BO;i TZ CzFn.YSIOtt aNC.7 ��.�``•�ER� A W 5 Mn: EMB[OInlf,T TO POUPT'D CONCRETE FLORIDA BUILDING CODE (Non High Velocity Hu,nwnc Zone) / - WAL.L r c TOP & Bo-rOM) :'•. \;\GENS•'.•"� t zoos NJECC r.c /'y D°FAn cf EDGE AI:PUCAIDLE F _ N lJ U t I U S r.q L. WALL MOUNTING:MULLIONS n OR(�� N0._ Rollin Shutter System = -= E L 1L ECOINC. 9 DATE n POURED CONCRETE WALL _ o i — — rn.l.tT resnNc A CNGINc ERINC COkAA., EXPERT SHUTTER SERVICES INC. SECTION W-2 z 9•. '`.STq {j r W�C[x9.n i J ?D S W BtT4(tkf S'AEF.i 1 r',_07 �• FOR"5T LUCK.R ]49,14 END&INTERIOR WALL MOUNTED MULLION INSTALLATION /OAIDDRAWING NoP .' ° 'EAoaoni,s"T _ Ln" '•'T�E ti urJl a>+-anD SCALE. 1j.9' - I' •'y�.r�R+A ICG" FATE N,LORCA L,c /44167 .ro s¢rr n a n ' 111111 '- 9" M,n LD ._ _ .__.9" M,n. E.U:-- _EOR (1) 3/4"0 KWIK BOLI F-• EXPANSION ' ANCHORSIC END MULLION )(" 3'xJ`xl/2-x U" 4" f 1 2�'1 _ I ___. 9' Mia E D—.__- I Mln E.D__.__ (ORIENTATIONS �I d'r 2) (N CLE EA A I DY) Aluni I i 2' FOR (2) 3/4"c'YMIK BOLT IZ EXPANSION - ANCLF. EA. SIDE W/ (2) - or -I--ANCHORS * INTER!OR MULLION ](� 3/4"T THRU BOLTS TO MULLION G2�& 7 3/4-2 _ -� J (ORIENTATION �!2) KWIK BOLT-TZ EXPANSION EDGE OF.SLAB -I i!EDGE OF 5LA6 ANCHOR 14/ 6" Min IFAP LCAI3LE { I IF APPLICABLE EMBEDMENT TO POURED I ; CONCRETE (Typ. TQP & j BDnon!) �, 7" EXTERIOR _ 1L=2) j (POURED CONCRE;E i(Cc ='3 K5i Min) ; 3•• 0) i 8" V!in. THICK REO'D o- - I 3. I , I E,KISS I ING ',i 2' C.IFjC L 4•- c _ SECTION X3-X3 W/ Min. �2} a 3 62 - '(END MULLION ONLY 7 I/2' I 1/2" f; 5s i EXTERIOR W ORIENJAT10N '1 t I; j if ry Q,�8 Q.�B z` EXTERIOR w' ) 4 EXTERIOR l 1 1%2- --I © ' V) � i s X3 X3 (L� •fi'1601'GVTI (rip - bdTTOv1 3 x; 1'2' 0 '(6061 'GALLOW) 7.3",T/2 C (NDfi!-T6 ALLOY) EC -- CO— M." ANGT. EA SDE 'X,: (2j 3/4'c Alnn' ANGLE EA SD- Tc/ :2) _'/4 2) /4'c 1 IHRL, 801 I( WILLION G..& THRBOLTS TO MUI ION & POUPt.. CLIlr4ETE L11 /.";, K nM B"ILT T7 EXPA11`Ir,:ll (2) 3/4'1 KWIK 6OL' 4 L PANSIO•, 3 k. M- ) AJC CR W( '' II r. Lt bLU TENT TU ANCHOR I N' S•n EIALILUME10 ID ?," N+n T,r..K RE7D ( P a' :,OURIU MNCRFT, (Typ OP is I" POURED CONE REE Ty IOf' r Bono-)) riC'TOMi I (END MULLION ONY (INTERIOR__.^MULLION ONLY EcE. 'eF S,Aa` /'• ��• ,L,G ALTERNATIVE SECTIONS X3-X3.W/.�* E of Si.Fo IV 4PL`,ICA6LC Ir AKLICAaLE LAZ QRI'PJTAT nI`J__ -_'�) _ rOR. (2) 314"0 KWIK ROL.1 iZ E/°A.';>ICitl (4"0") 9" IA n I U -I 9' IA,i I:U __ ANCHORS CP INTEgML IOR ,LLICiN O (ORIENIATION P2) ``��LLpEwm�q/T SIDE RAIL,D;AND BOX NOT SHOWN FOR L'.KNI- BO �.., FZPANSMIN �RA. T/j A��i I_...CLARITY.-----�._._...-- ---- -� ANCHOPS 9:-ISO uU'_C'GN FLORIDA BOLDING CODE (Hon High Velocity Hurricane Zone) (URIE NTAT IONS #i & P2) ��• 1:0:5 1IliEC01NGS DnA.nr!qy R,L FLOOR TO CEILING/TRAPPED MOUNTING:MULLION lG_U = � ': `_No.44167 N a u t i l u Rolling Shutter System y710/; SECTION W-3 _ 2 :' 11LIEC o„E 'O S A E01 2 TLLn TESTING 8 ENGINEERING CQNPANY EXPERT SHUTTER SERVICES INC. r,Q / 1trn. 1("i.ki�I�c a.w(I)!Ie i'.I Tn 16,E;W 011.71AJRE STREET Tr 07'i END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' � ..........�RI�P �``,��' m,l :.I«sanal<„ (a.) .I LOCIE. 1.149 y DR4WING No F' level 14-w_E p111 g)i-Oe3D SCALE I/8`- '��// ((�� `Y/:T[4 t• .ILu-J6 PE I P.r.,S JI��E J (( RDA I:c J e.•;7 well. $I!TLT :1 01 26 �IN1 ECGE IF AMICABLE --IIIIJI-LION DEPTIN115" Cont —ALUM TUE31 -(',OF' '4 BOr70.Y) w" '/4"c.3,/4':TW GUIL.DFX TEK SCRLiVS VICV TAPCONS XI W, 2 1/,, T 1c, W/ -000C-GALVANIZED STEEL EYE?EDMtNI 0 24' . �VAj 1"0.1). ED . . ...... WN E D . EDGE if 4F-PLICA13LI I I, /2" CUITINJOUS POURED 7 CONCRE 3 k, 6, H:". -,HICK REO'D POURED CONCRETE (1 3 4.si mil) F" -Mm -,HICK REO C, 4" EXTERIOR1140 CAP WOIC'ii WEE, k Q 2 T)iE L D T Y;,. I cp/tzu I lom) .4" 3/4" Min. EX) kfi- ANGLL LA SCE (E,)(WALt MOU1,171-D SHOWN, VAY lif FAIST N'; At.0 NSit,-t CCTRAPPED YOur,11Lci i,-, CI A55 Fll-m: SI!LE7 �;[ IT APPI I'AcL F PER I;r_C7lUrq Q'.,2' 8 (C�l 2 EXTERIOR SECTION X4-X4 W1 lb .SEND & INTERIOR MULLION) cw/ CRIENT T"M � 21 • DE RAIL D NOT SHOWN-F 4NG-E ,-/ 1/4"3. I"'N SI OR CLARITY E I.I-DE x MIN F D 1E SCREWS 24 TO 1',JR;- L0 C(Y,L RE (I< 3 I,D P.trT I I CI, X4 IX4 TW/1'QUOY) EO— Um F.A,":Ih WI (2;;,'-,'4",,?HRU BCLIS070 W) I-D% A I .. 1-Y, , 601 T7 11PA11- FLORIDA 61JILDING CODE (Nen High Velocity Mr--a- Z;j I I ANC-1CF, LMB-DsIIT:j TO POURED CofjCR_TEC"IS TI1,TEC0-NC Nautilus EDC•E I APL CAE?I E "W'Ll (TYP 7cp & 9,jlfom) No.44167- WALL MOUN1 ING:MULLION Rolling Shutter Systern POURED CONCRETE WALL ME C c 11T1 SLA EXPERT SHUTTER SERVICES INC. SECTION W-4 TILLFT IL51ING A ENGINEERING COUPANY pP vOk' &T R 3495,11 END&INTERIOR WALL MOUNTED MULLION INSTALLATION ��L C.I I IT rll SCALE "M ;3 01 2" TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES STEP t OBTAIN JOB SITES A.S.D DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b IF MULLIONS ARE USED OUT W/O STORM BARS SPAN-L-(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1) 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SHALL STEP 2 ENTER TO CHARTS (1a, 11) & ib') "FHRU IC ON SHEET 15 TO DETERMINE,EASED ON AN 112" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS:A.S.D.DESIGN PRESSURE RATING(p s.f):THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L."ft. 2.ENTER SCHEDULES to THRU 2c;ON SHEETS 24;25 9 26 W/A 5 D.DESIGN LOAD:MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING' ',8'OR 7'). AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W/ALLOWABLE �(MA>(,12 PRODUCT INSTALLATION VERIFICATION, INTERPOLATION-IN BETWEEN SPACINGS FOR A GIVEN &.63).MULLION TYPE& 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 ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO G3). FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED- CONCRETE FOR A GIVEN MULLION TYPE(GAGj,G-2 & bmx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FORA GIVEN 4 S 0 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 ic,PROVIDES SEPARATION SHALL BE BASED ON CHART lo,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTSWJO OR W/STORM OARS(SEE STEP 4) GLASS, -N LOAD AND STORM BAR SPACING AND DETERMINE 2 ENTER TABLE 1 ON SHEET 22 W1 A.S,D DESIG STEP 3.OBTA N INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR MAXIMUM STORM BAR SPAN(I iFIGHT)' LI' TING STRUCI URE FROM ANCHOR SCHEDULES Va,W&Vb'ON SHEETS 16 CONNECTION TO EXISTING THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING i ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S D.DESIGN PRESSURE RATING AND STORM BAR TYPE,AS.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 1 FOR ANCHOR SPECS &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 8 D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE &A CHOICE OF'2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING PROCEDURE 43.IF STORM BARS ARE USED 4.ENTER SCHEDULES to THRU 2c ON SHEETS 24,25&26 W/A.S.D DESIGN PRESSURE RATING. I MINIMUM SEPARAI ION 10 GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX,12%&OR T),AND DETERMINE MAXIMUM MULLION SPAN "RT le,ON SHEET 15.IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(G,G),02 & G3), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S D DESIGN LOAD:STORM BAR SPACING AND DETERMINE 5 SEE SHEETS 10,10A,11,11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP 8 MAXIMUM BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE ALLOWABLE STORM BAR SPAN(HEIGHT), FOR A GIVEN MULLION TYPE(d.GI.62 & G3) 3 ENTER TABLES 2 OR 3 ON SHEET 23,W1114 A.S.D DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTIO14 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 W�000 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 CI iOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND `WOOD FRAME STRUCTURES. STORM BAR SPACING ..FLORIDA 8UILDING CODE ((Na, High Velocity Hurricane Zone)4-V Sp 02olb Ir"Ecv,"c N a u til'u S: N"167<<= Rolling Shutter System "Pops DATE fa IL EC6114c TILLT TESTING ENGINEE NG _TANY EXPERT SHUTTER SERVICES INC. I cLlfi 5s E`�T"Cpc s*PCE, 15 .07 i P(IRI $I LUC1.IL 3-5?- I)RA—c Nn ,olowD AIM I'LL"J, I`.0 SHUT •a 6t ies SLAT PERFORMANCE CHARTS Ia. Ib, Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS WI OR W/O CHART Ia CHART Ib CHART Ib' CHART IC USE MAIOMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD 3/8"0 KWIK BOLT 3 ANCHOR 5116"0 TAPCON XL ANCHOR 5116"e TAPCON XL ANCHOR USE MAXIMUM POSTINE A.S.D.LOAD VALUE POURED CONCRETE TO POURED CONCRETE - TO GROUT FILLED.CELL CONCRETE BLOCK MAX. MAX. SLAT SPAN MAX• SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS DESIGN `L W.- (FT) 4L�'' (FT) �L (FT) MEASURED TO,BACK OF SLAT (tn) -RESSURE WALL TRAPPED BUIL-EIUT BUILD=otn wAtt 'TfLAPPED BUIL-our BUIL-OUT - WUL TRAPPED BUAD-OUT BUILD-OUT. W . RATING MOUNT MOUNT CUNT j� MOUNT MOUNT MOUNT Yip\UNi VY uOUNT W/@ MOUNT MOUNT Y M MOUNT W/17 /0 STORM BARS W/STORM BARS SQ NOTE k SCE NOTES# c,#v SEE NOTES# SIE NOTCS# SEE NOTLS k v J S ND ZON Wi!!D ZONE ND ZONE WIND ZONE (Psf) SEE NOTES k SEE NOTES k SEE NOTES k SII NOTE# SEE NOTES# SCE.NQ<E# SEE NOTES# .1.-J 4 1-3 l 30.0 20'-O' 15'-4' 20•-0• 20'-0' 20'=0,. 15'-4' 20'-0' IB'-0' 20'-0" 15'-4' 18'-0' 15'-6- 1'; 14 1/2' 6• 7' 3' 20'-0' 18'-0" 20'-0' I$'-0• 19"-0" 16'-3' 20'-0' 75'-0` 16'-3' 14'-0" �t' ;4_1/1' 6' 40.0_ 200 IS'-2" 19'-T 16'-6" 2C'-0` 14'-5' 17-4" 14'-10' IB'-I t_ 14'-5- - - 14 1/2� 6" 7" 45.0 -20'-0_ 15•-0' 18'-D" 15'-3" 20'-0` 14'__ 16 _ '-O" 13'-9'* - 1T-4" 14'-2 13'-9' 12'-U' 14 1/2- 6" -7--- ._.. _. __ .-__ _-_... 1' .020-0 14'-10- 16'-9' 14'-2- 19_-t' 13'-1� 14'-10' 12'-f0" 16'-2' 13'-1" 12'-9' It'-0• 1' 1e 1/7' 6' T 55.0 2D'-0' la'-8' 75'•8` 13'-a' 17. 9' 12'-4' 13'-11 12'-1" 15'-C' V'-<" t_2_0 10'-6' 1' 14 1/2" 6" 7' 60,0 19'-5" 1}'-9' t4'-y' _ 12'-T 16'--D' tt'-B" 13'-2_' 11'-5" 1<'-2" 11'-8" 11=4^ 10'-0' I' 14 1/2" 6' T 65.0 18'-4" '12'-11' 1}'_11' II'-11'. 15'-9' 11•-0- 1�'- - ___._ - " _ _ _ _ _ _ 5^ 10'-II" _13'-4" 11'-0 _.. I�'-10• 9•-6- 1•.. -1.4" 6 7. 13 1/2' 6' 7- 7i.0 16'-6 It'-7" 12'-7' '10'-10' ta'-} 10'-0- II'-<• -0'- 10'-0" W-10' 8'-10' t• 13 1/2' 8- T 80.0 15'-5' 11'-0' 12'-0' 10'-5" 13'-T 9`=5" 10'-1C' 9'-7' 'I i'-7-. 9'-5' 9'-3' 8'-6" 1' 13" 6' T 85.0 15'-0 .10•_6' 11'-T 10'-0' 13'-0' 9'-3" -10'-5' 9'-3` -_11'-2 9'--3" 9'=0' 8'-3" t• 1}^ 6' 7- 90.0 14'-2` 10'-t' I1'-2- 9'-8• 72'-6" 8'-10' 10'-;- 8'-11' 10'-9' B'-IG• 8'-10' 12-1/2' -- 6' T- - 95.0 13'-5` 9'-8` 10'-9' 9'-4' 12'-0• d'-5' 9'-9' 8'-7" IC'-<"- 8'_g• 8'-6' T-9` 1' 12 1/2' 6' 7" 100.0 12'-9� 9'-4" 10'-5' 9'-I" 11'-8' 8' i' 9'-S' 8'-4" _ f0•-0, 8,-4, 8,-3• 7,-6„ 1, 12" O'. -_7- - _ - _.. _. __- - - ... t0'-1' 8'-y 1t'-!" W-0• 9'-7• 8'-2" o .g,-- 8._0 B.-0. 7•_4.. 1' 11 1/2 6' 7" 110.0 11'-7- 8'-8" _ 9'-9' 8'=e'" 70'-t1"' 7'-10' 8•-10" 7'-n" 9'-3' 7'-10' Y-9' 1`-2' 1' It I/2• 6• 7" 115.0 1i_t' -8'-5• 9'--6" 8'-4^ 10'-7" T-8• 8.-6' ./. 8• 9•-0" 7-6'- -T-d" T-0' 1' 11 1/Y 6' 7- 120.0 10'-8" 8'-7' .9'-1'- 8'-2.- i 10x7" T-5" 8'-5' 7'-6" 8'-11' .7, . . 7•-5- 5'-10" 6' 7- 125.0 10'-2- 7--9' 9'-0" - T-17` 10'-_(T 7'-2" 8'-2' 7'-4' 8'-0 7'=2" T-3' 6'-8" 1-_ t" ti 7- 130.0 9'-10" 7'-6' 8'-9" -9' _. 9..-y- V - g•_p• 7•_z^. -B• 5` 7• 0� 7: �• --6- - --1' 10 1/2- 6' Y 135.0 9'-5" 7'-7" 8'-6' l'-7- 9'-6' 6'-:D" T-10' -7'-I" 8'-2" 6'-10' '-0' fi 5 1' 10 1/2' 6' 7" 140.0 9'-1" G--11" g•-4' 7•-5" g._,1. _ .7_.g•_- E�_II� a;-0„ - B;. ti 4• 1' 10 1/2' 6' 7' . 145.0 &'�-10' _ 8'-2" T-3" P' 70' - T-G• - 7'-10" - _ T 150.0 8'-6" 7' 7.-2.. W-6 - 7'-J ._ 7_9.. - 1' 10" 6• -�. 155.0 8--k 7' 10" 7' 0- 8'-3" T o' .7,-7. - _ _ 1" 10' 160.0 8'-0- - 7'-B a-TU 8'--0 T-t- .. 7'-5�- __ - 1' 10" 8' - .7" * NOTES ABOVE INDICATED MAX SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT SPANNCHOR AND A.S.D. IDESIGN APRESSURELE F RATING. CORRE CORRESPONDING SLAT ``0' P, �,'' ` `11iRk. ••-p`./r FLORIDA BUILDING CODE (Nen I6gN Velocity 11-ic-e Zone) 2 REQUIRES SIDE RAILS FASTENED TO EXISTING SIRUCTURE WITH ,`��,•'•�\C ENS<C 2015 TLTECC rl[ Nautilus ��j,I I�� Ow,„. B 3/8.0 KWIK BOLT 3 ANCHOR OR 5/16-o TAPCON XL ANCHOR, INTO a ''�� N rl F,L. POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK. OR = N0.44167 = Rollin Shutter System WITH 1/a"a TER SCREWS AT .VULLIONS CONNIECT'ON. VAUD FO-n i .'� - *= TL's 9 vs o4nu/.s WALL IACUNTED, TRAPPED MOUNTED, AND BUILD-Qui MOUNTED. =1c:`_ _ • _ 11 1 e® Ir�c EXPERT SHUTTER SERVICES INC. WE F _ Titlli TESTING d ENGINEE MING CON?aNy SJAT v :t�` Ot..'ORE STREET _ 3. MAXIMUM SLAI SPANS FOR INTERMEDIATE LOADS MAY B; '� � r.=•. siie;i'i o:`o�""nm eT�r;r" Ic:r'" •t)-U/I DETERMINED BY LINEAR IN4LRPOILTON BETWEEN END vA:.UES. '�0,�:•: F(pP ��`�� .^'.-n •+leeoCaoaam PURI Tb1s_:UCIE.,L y�)4Cn-J=W OR4WNG No ED_C0051`9 r',rC�E: PW/0�Atr ( ' I Elli'r - SNEET 'i Or SE MAX.ANCHOR'S SPACING SCHEDULE V8 FOR A GIVEN PRODUCT MOUNTING TYRE-W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL.MOUNT utx.A.S.D. DESIGNSLAT SPAN RANGE ' , PRESSURE RATING O'+4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20'1 �P•a• 30.0 9` 9. 9" 9" 9" 9" 9' "9, At-60 9_-- -9- ---9: 9" 9".. 9_ 7` 5 5/8" _ >61-80 g" g. 9" 9" g, B" 5 5/8" 5-5/8- SLAT .. t NOTE, >81-105 .. _ _._ .. .. ._. _ SPAN MAX. SLAT SPAN FOR A 9" 9' 9" 9" 9` 6 1 S 5/8' GIVEN A.S.D. DESIGN >106-120 g^ 9' g" 9' 8" 6"" _ _ --- _ - PRESSURE RATING SHALL >t21-1ao 9'- g" _,g• g^ 7^ g- _ _ NEVER EXCEED MAX. SLAT >14 -160 _ 9" 9" G^ 7^ — 7" - - SLAT SPAN DEFINITION SPAN INDICATED ON SLAT PERFORMANCE CHART ON TRAPPED MOUNT SHEET 75. MO.A.S.D. - DESIGN SLAT SPAN RANGE . PRESSURE - .RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20'1 RANGE (p.a. s 30.0 9' 9• 9" 9.. 9" g.. 9„ - >01-105 9" '-9—' 9" >106-120 9" 9" 9" 8 t/2" - >121-140 >I<7-ILD o" 9" 8" 6" BUILD-OUT MOUNT MAX.A-SD: - - DESIGN SLAT SPAN.RANGE - - PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't r55 12'-16't > 16'-20't (:ETI(p.a.� (E) �E7� {E3 (Ej (E?r �E t� �� !E3 iE �E2 CEJ j (E� (E� 1`E? Ef iE2 (E� 9^- g.. 9" g. g, �.. 0.. meg. y. g. G_ q. g.. 9" g.. g" .7`3fr. .1.. 7.. c 5/8 >3•_a0 g- 9" 9" 9" 9" 9" g" .g. g.. 9" 9" g_ 9. 9" 9" .'7" 9.: 9.. -7- 5/8.. 5, f8.. 5 5�8: 6" >a1_,_0 g" g" g., 9" 9" g. 9.. 9" 9_ 9" g" 9_ 9" 9.. 7 1/2" 7 1/2" 6" 5 5/8" 5 S/8"5 5/8" 5__/6- . >61-60 9" _ y" 9" 9" 9" 9" 9' 9" 9" 9" y" 9" 9" 9" 7` 5 5/8" 5 5/8` 5 5/8' 5 5/8" - - - - >61-105 9" c^ g" o" 9" g• g" 9" 9" 8" 8" E 1/2 6 3/4" 6 3/�- ° 5/8 5 5/B.. 5 5/8` 5 5/8 - - - -- - >106-12C 9" o" -. _ . 9` 9" °" 9" 4" G" B" 8" 8' 6 t/Y 6" 6" 5 5/8" 5 5/8" 5 5/8 ._ 7 t/? >121-140 g" g" g' g" 9" 8" 8" 6 L12'1 8 8" 6" 55;- 5/8" 5 5/8' 5 5/B itai-160 9" y" g` 8". B" 6- 7". 7" /4-16 3/ 5.5/8' 6 3e' 5 5/@ 5 5 ,'8' 0111111^�1 TI Nrryrr�' FLORIDA BUILDING CODE (Non Ri;N Velocity_Hurricone tone) /+ C 2015 111TEC..0 INC OryawN Frr -Tc- Nautilus r.P,L Rolling Shutter System ua�•o7q, _ 11 EC O tN�. e,rE * ( *= TWIT TE511N0 a LNGINEERING COMPANY EXPERT SHUTTER SERVICES INC. STA E6f� :x= �,...r',a,:,.s-Y.r..,.,I;�r� 1-;z" 1626 S'N e11TMCpE SrnEe 5-u7t al';�11ec9®oil co•n POPT SI 11N.1E.FI `.<qg4 C5-0 1 •�Ef/ v-m EC-iOl.uYta Ph;r.t,(eiVl 1.']905: u (TYII 6TI-OL'Ju Viis'�—Q, w4;IF.R "U" 1� PE ``C•4 1 !�` r'•f.P.1[.L; b 44167 SN(EI I[al i 4j11/i111111111111 MAX.ANCHOR'S SPACING SCHEDULEVII, FOR A GIVEN SHUTTER MOUNTING TYPE W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT N1475IA 1SLAT SPAN.RANGE DESIGN ReEaSUM 0'-4't > 4'-5't > 5'-6'1 > 6'-7't > 7'-9'1 > 9'-12'1 > 12'-16't > I6'-20'1 RAi RANGE(p,f) 30.0 8" 8" 8" 8" B" B" 7 1/2" 5 1/2" >31-40 8" 8` 8" - --8" 6" 4' >41-60 -8" ---._ 81 _.-_.8" 5" 8. 6' - -- .4" 3 3/4" _ "1-80 8" 8^ - 8" 8' 7" - 4 �/2" 3 3/4 -- t MAX s -- - >81-105 8" g.: 8" _...6 1/2" - - .. .-- --- - - -3 _ SLAT LAT SP GN AN R A _-- 5' 3 3/a' 3 3/4" - SPAN _ GIVEN A.S.D. DESIGN LOAD >106-120 8" 8" 8' 5 1/2" 4 1/2" 3 3/a" - _ SHALL�R EXCEED MAX. >121-14o g" 7 t/2" 6 4 i�2"-- q" "' S 3/4' - _ C-- SLAT SPAN INDICATED ON --�� _ .... - - _-__ _ SLAT PERFORMANCE CHART >141.-160 g" 6" 5r 1 4^ 4" _ ON SHEET 15. _SLAT SPAN DEFINITION TRAPPED MOUNT ' SLAT SPAN RANGE DESIGN PRESSLRE PATING 0'-4't > 4'-5't > 5'-6'1 > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20'1 ruNGE(psl) - e 30.0 6' 6" 6" 6" 6" 6" 6" 5 1/2- 131-40 6 6' - - 6'- - 6" 6" 6" 5 1/2" 4 7./2...._ >41-60 6" 6" 6' 6- '-6_� --5-1'/2 4" 4° >61-80 6" ..6' - 6: - 6.. 6" - 4' --4. -- -- - >et-105 _ 6" 6' _ -- 6. o.. - 4 V4.---- 3 3/4.-- 3 3/4„ - >706-120 6" 6" 6" 5" 4" 3 3/4- >121-140 _ _. 6 5" 5 3/4" 4" 3 3/:" 3 3/4- >141-160 /4->141-160 6" - - 6" 5" .5.3/4" 3 3/4" BUILD-OUT MOUNT '4A.&D." SLAT SPAN RANGE DL9CNJ 0'-4'T > 4'-5'1 > 5'-6't > 6'-7't > 7'-9't > 9'-12'1 > 12'-16't > 16'-20't Pg65DRE R,wc[lr, E (E) (E2 (E3 (E) (E2 (E3. (Ej (E2 (E3 :E� E� (E (E) (E7� (E� (Ej E2 (E� E� (E3 (E3 J0 0 E" 6" 6^ y6' 6" 6.. 1, C" 6: �" 6- -5" 6" 6" 6" 6.. 6.. 6 5 112" 5 1/2" 4 1/:. >31-40 6. �.. 6.. 6• 6" 6' 6.. 6^ 6' E- 6" E- '6 6:. 6.. 5" 4a"" 3 3/a" , 3 . /4" 3 3,14' 3 3/4" >a1-60 E' 6" 6" 6. f' E" 6" - 6' .. 6' 6 6" N' 6. 6" 6' '4" 4" 3 3/4" 3 314" 3 3/4' 3 3/4' - _ _ __ .. >61--80 6. 6" 6" 6" 6' E' 6" 6" f 1/2 6" 6' 5" 5" 4" 3 3/4^ 3 3/4" - 3.3/4" 3 3/4" >a1-105 E" 6" 6' 6^ 6" 6' 3/4 4 1/2" 4 1/2" 3 3/4 3 3/4" 3 3/4" 3 3/4" 3 3/4" 3 3/4- >106-120 /4">106-120 6" 6" 6" 6" 6- 5 1/2" 5 3/4" 5 3/4' 4 1/2' 4 1/2" 4 1/2" 3 3/43 3/4" 3 3/4" 3 3/4" - - _ .__ .. .__ 43/4 _ _ >t21-140 - _..__.__._ _-- -. / 3/4" 3 3/4 4 7/2" 1/2' 3 3 4 3 „/4" 3 3 4" >141-160.. 6" 6" 5" 4 .1/2" ,' 1/2" 3 3/4" 4" 4" - 4" 4" - 3 3/4. 3 3/4" - _ `111111111111111111111/, _ fLOkIQA BUILDING CODE (Vcn High l'eloci:y Hurncene Zonc) ENSF Nautilus R`ILL1 'L E�®1NC \ Rolling Shutter System .,,URpCIr • 7 �� ' TIILIT TESTING b ENGINEERING Coup— EXPERT SHUTTER SERVICES INC. „i) tejj ry�'Wv''IY�i•,er-''I•.'J,I 16?6:W 0LTV:IRC STREET STATE 4 = o., ,a r. soa 51 IUCE.1:..34,84 A•'• P �•.C,-GGCf115 nO°c Ieooi�u-a;;c. . p]/I eYl-C4. ORA—ICNc _'C'A iI:.I:J, NE .4�:'%J...46t•'`� /A TF n p::p...a I a src[r a or+a 114114/1 l l l\p 1111111 .P . MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE.VVI 5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE f WALL MOUNT MAX A.S.D' DESIGN SLAT SPAN RANGE PRESSURE RATING 0'-4't > 4,-5,t > 5'-6't > 6'-7't > 7'-9't > 9'-12'.1 > 12*-16'1 > 16'-20' RANGE(p...f.) 30.0 8^ 8.1 8" 5- 6" 4 1/2" >.31-40 8- 7 4 112" >41-60 8' ---_.8 4 112" a. 8" 7 1/2" 7- 5 1/2- f NOTE, > -- SLAT MAX. SLAT SPAN FOR A 1-105 8' 8" 1/2- 5" - I GIVEN A.S.D. DESIGN >106-120 8" 7 112- 5" 4- PRESSURE RATING SHALL >121-140 6. 5" - NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT >1<+-i60 7" 4r PERFORMANCE CHART ON SLAT SPAN DEFINITION --SHEET 15. TRAPPED MOUNT MAX A.S.D. DESIGN SLAT SPAN RANGE PRESSURE RA17NG 0'-4't > 4'-5't > 5'-6*t > 6'-7't > 7'-9't > 9,-12,f > 12'-16't > 16'-20't RANGE(P.e.O 30.0 G" 6" 6 6" 6. >31-40 6" 6*' 6 6 6' 4 112" 141-60 6" 1. 6" 6*' 6" 4 1/2" >61-80 6" 6" 6" 6. 5" 4 1/2. >81-105 61, 6" 6" 4 112- 4 1112." - >106-120_ 6" 6" 5 112" 4" 4 1/2" - >121-140 6" 4 112" 3 3/4 - 141-160 6. 4" BUILD-OUT MOUNT MAX.A.S.D. SLAT SPAN RANGE DESIGN PRESSURE .0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9'1 > 9'-12't > 12'-16't > 16'-20't RATING —F-Y,��TT(E) (�:2 JE) �EC2 (b CE�3 RANGE(p.s.f.) C 1 �'§ 1 .. 300 6" 6 6" 6" 6 6" 61. fi. 6" 6" 6" 6" 6- c 6 G 5 112" 4" 4 112" 7— >31-40 6- 6" 6- 6- 61' 6 C, 6' 6' 6' 6" r. 6- 5-1/2- 5-- 4" 4'* >11-60 I, G" 6 5 6" g 1j2., 5 1/2- ,61-80 6- 6' 6'* Fl" fl, rl 7/i 5 1/2- 5 1/2- 4 1/2' 5" 4" 4- 4" 3 3/4" — >81-+05 F", 6' 6' 6" 6" 5 1/2 5 1/ - 5 1/2" 4 112' 3 3/4" 3 3/4'- - - - .6" 6" 5 1/2- 5 it 2. 4 1/2 4 1/2' 1, 1/2" 3 3/4' -140 1/ 4 >121 6" 6" 2" 3 314- 3 3/4- >141 4 TI FLORIDA BUILDING CODE (Non Ifigh Velocity lu,r;cane Zui)e)l tti EE N Nautilus Rolling Shutter System ILTz T E CO .... EXPERT SHUTTER SERVICES INC. T1111 1STIPlr, ENGNE"ING CO--Y -1117,-11 -ltF 1626 s- RL�TRI.E -,k' IL '1954r 15 071 DR-11c r. oa E!, FLQ�IA 0 4416] SCHEDULENC: 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 BUILDII*GS (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'-1C > 16'-20' RATING (P-St) 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 >31-40 10 _ 80 10 100 386 120 440 140 398 180 823 240 132.8 320 1823 40Q >41-60 10 12.0 290 150 754 180 509 210 708 27G 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 ="81- 105 123 210 550 263 711 315 1142 368 1,372 473 2009 591 2492 638 - >106- 120 313 240 728 300 881 360 1.345 420 i587 540 2112 640 - >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 - - - >141-16U 781 320 1186 400 1322 1 480 1873 560 174C 640 - - - - - *NOTE SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF IHE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED I O SL PORI VJ AND Vt FORCES M FOUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEE.'FOR:'i b vy VALUES Vy SIDE RAILV. I Vy FLORIDA BUILDING CODE. (N- I{;yh Velodt) Hu-c Zone) ``Q\!,••\CES a U 1Il I I us GRA.1H=f. 5 t1 �< Rollin Shutter System / IL E C® INC. CUE Z* "J) �T .'w ❑lUl 11511„C G ENCiFfRMCaCOUPAHy EXPERT SHUTTER SERVICES INC. SQA T :�C/ :w.' (z^)ei i-i'�n ..,n •I•.J':It IC2C SN el.TVJP[c,HEC.T FCY�'0�•, e n,:n t.ite '•FCOR�aP'V�c Ee-oloc�' � I �l LiC'E..r� f";I>1,-su (:11) CRA'A I„G I„ a ' �� • ` Ntl TEa A T.111*Jr P[ un D'•;� 5fO10A�'J e",�P�E r:or.[:A t, i w:l + s„Tn In or nm SLAT PERFORMANCE CHART Ib1 & ICI,:!ONLY VAL70 FOR 112"SUPS SLAT PERFORb1ANCE CHAR7 IIb1 & IIC1: (ONLY VAL1O FOR 1/4"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(P.s.f),SLAT SLIP 1/8"AND FOR A GIVEN MAXILIUMAS.0 DESIGN PRESSURE RATING Cps r)ANDSHUTTER MOUNT CONCRHON FOR FORA GIVEN MAXIMUTA A SO DESIGN PRESSURE RAI ING(p s Q AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W/2"x4"STUDS, INSTALLATIONS Y2'O STORM BARS PER DETAIL 2 BELOW INSTALLATIONS WTO STORM BARS PER DETAIL 2 DELOW AS PER LIMITATIONS ON DETAIL 1 - i�16UitY 1'091K ASLL USE RI CHART Hb 1 USS w/ CHART.IIG 1 r g � �"� ""E d)m""E 1°'D Lao ftw, CHART Ili 1 Ipi CHART IG 1 MAX SLAT SPAN 1:1 SLAT WK SEPARATCH 'USE MAT3W%UE 8MM IFOSCI E AND NU MME ASA L&D USE Mk=U TILE SEISM P�BhE MD itTATNE ASD.M MAIOYUY 5PM4 TO GLASS1 SLIF1fD 70 ASD. lmwx''(II) "(R` aAF.X OF STAT in USE MA)MMUM POSITIVE ASD. USE MA)OMIAI POSITIVE ASD. WOOD GRADE DESIGN 5116'0 TAPCON XL ANCHOR NIN.SLAT LOAD VALUE 511TO TAI CON XL ANCHOR MIN.SLAT LOAD VALUE IFISSM KUL. BBI(D-aR w/4 STgRM BARS . SPAN SPAN RATRIO MOUNT YW�fQ w MAX.StAT SPAN "UCN.' .. RfQU3REb MAX. SLAT SPAR 'LwN.' ' ' - (P>{1 �3J Ir.o- wIN4 20NEs WIND ZONE RE4U)R£D UK SEPARATION TO tLUDMUY REWM UX SEPAR00K TD.GLASS sTX,c1a tsr[Nc1a T-J 4 .. Tl�olu *LMitx." (!t) (rt) 1�5vRED 10 BACK OF SLAT(in) I 'LMAX.• (Il) (IS) uFSURED 1q BN,7t ILP SLAT(.n) SOurHERrJ PINE g2(G=0.55) EU, :a'-$' 4--'i - OE i wAii' BUxD-oaT DeaLD-our wru_IawFD e�SRE wut acmA-OOT: e(RD-an wL R+PIFa --- -- -- ---- --- -� ----- PRkSSLIK W/O STORM BARS- :w/O SFORM 8AR5 p,41Wd I+OUM uo Ej w/ uou��TT w/ • 'OTR RATING Mom �Movq w/ um w/ a euaa'a^ DD,UGLAS-FIR-SOUTH(G=0.46) 60 ='-` x'-5' G'-0` w' S 1/'[` E3` WWD ZO#ES wIN6 ZONE (P=O %-;7- - � wW4 ZWES wUW ZONE (P'r). tsu wills 6) (sa NGRsa) tscE«talcs Ai V. x 1-s 1 is¢Naladi tslt'Nawsdf tstx rnlrs n) 4:A_ i=3' 4 SF3?UGE P4aE-FIR-SIIH(0=0.36 - S. .. 30.0• 10. O' "10'-0" ]0'-.G• 8'-1` ..L'. 8 1/2" 30A:• -8' ]•. 8' !_ 8' ], 7.-7" _ 8 17- To' B, __._ ..-�.. .. __ _._... ._._ __'-_. .. 35.0•• 10'-C' (0`-0` 7'-;i t" R :/2` 35.4,!" t 9" 7"-9" 7'-9' "r_-S" _ t" 8 tl8" 10.0_•• •0' 0' 10'-0" Irl'-G 7 1' B /2 40.0••. 7.]_ 1 7' ].-7" 0' I• 8 I/e" .0' 0' 10* 0" iG 0 7 2- �Y S ./8` J>Y17 50.0•'• 10:-0- 10' 0" I0'-0 7.-,..._ 1 _ _B /2" 500••• 7 - 7':S" .- 7 3' 6.-6" I` 55.0"• 40-07 i0" O" '0 0 9" r t.1l2' SSI••" 7 S_ ... T-3' 7.-S" c'. s' 8 .10'-0 - 6..-S" 1' 61 2".__.. 60.0•w T-3'. 7•_3- ]_3. 6,-2' so.D••• 1D'-o ro-o- ' I SLAT PERFORMANCE CNAR7 ILII: (ONLY VALID FOR 118"SLIP) SLAT PERFORMANCE CHART IV'(LESS THAN 116"SLIP) i j _.. El _ FOR A GIVEN M11AXR4UN1 A$U DESIGN PRESSURE RATING(0.s 0 AND SMUT?ER MOUNT CONDITION FOR FOR A GNEL+ASD DESIGN LOAD(p S 1).SHUTTER MOUNT CONDITION INCLUDINGG INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS W'O STORM BARS PER DETAIL 2 BELOW CHART IIIb1 °� CHART IIIc1 SLAT SPAN DEFINITION TDbi 5116"0 TAPCON XL ANCHOR USE UA1r14R1 YHLS BTAW POEM Mq HaTl1E ASD.lad - - - :.G 3if fCF• 3 USE MNOMUM POSITIVE ASA. USE MAXIMUM VALUE BETWEEN POSRNE IA£MkXWUM POSITIVE 5116.0 TAPCON XL ANCHOR MIN.SLAT LOW VALUE AND NEOATNE ASD.TAW A.S.D.LAW VALUE SPAN_ MAX_SEAT MRL.SLAT nx ' .MAX. SLAT SPAN 'SINN REQUIRED Mc4.SEPARATION TO SPAN SPAN TO �MUsv�iE(Lm +ur cgvu; 1U�>w 'LMAx." (fi} (rt) MESIJRED TD atilt OF SLAT('n) DESIGN *L Ax,(FT) "WIN."(FT) 1;2'E;.raIX'O A:ll: DESSU eUan-«n euuD-ALR INK..lurww L� WW a w/o STORM BARS Yn Cz1 x'.�';/.xFO:luDs PRESSURE WALL •g�„� w/0 STORM BARS rr;. ;A..,va'.L=t[r Yn t RATM(p,I) MOUNT YWM W/ ROUlB w1 PSI) Ypr/N1 yj b(J. TJ/ -""' iP+,) (fJ .�s t; "'Not rm zoNEs wwd ZONE 13 A o-;w �c{E� Oxo w11+0 z0NE (sa-SA) (sat NMA) (511 Wiese) sa . 1-3 a srr N a SEE FwM;e 1-D x DETAIL 1 (ELEVATION) 3D.4• T-a T-6' T-6' f,'-!` s' d X,tfi- 30•0 ti' 6- V-2, "7' 2" 6--4" t' 8 1;6" 35.0^ a_aq;• o'_e s c-9 c<--:' B t,'s_ 40.0- 6�-a' a N07ES �.: : 45.0�•• a -..C5. 1'_ -II- 45.0••' ....,0' 0'-.. I' $^ 50A'• 6' S' b' E [t_' 60.0!'• 1. AE1a•.1 1"i,;t_n1EC1 ltAt sL-�O SFANz; Stt,'r 3E USED F.'> 1<;m'. Ac 6S,q•« y' G'-3 d'- d I'T' 55.0•'• j ANCHOP SP-COAG ',t4,L`ULES GN 5-4EL- !i 60.0•'• c_i.. tt 6' i" 8 =r8" 60.0"• 5-S' IS A`A.R F1Lc FOP 7t-,E CtSN�C.SPCT•DIP1G '!AT SPL% ANL) ASC. DESIGN LOAD. Yn MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t A(.CU rf,Af.E VAD r 1 FIE n 1L1 STC 1 T 1N S( ( VOJ ON ')E-A PU PR`1'IS,ONS FROM. CHAF'(IR O, +VALE)FLY?DOUGAS-RR,-MAH(¢x.46) F 1 r -OR@A t t IlDING p tAI.'1MkJ-V LENC--il 0 WALL Al F ITtrEf: SCUFI FGN PRE#2(G-0,55) SIDI, OF GPFT I ( SF-AL L _.. Sfl2tJ(E PLN£-FIR-SIN(G=(136) •l =`�` *`VALID.FCR DOLD-AS- R-SDNH(G-O 46) SDLEHEFN PINE#2(G-0.55) *•"VAUD FM SELICHUNJ RPE Q2(Cw0.55) SLAT SPAN DEFINITION 16-`5/r WWWryr ,FLORIDA BUILDING CODE (Non HFgn Valtuty Hurricane 2-no) 1- W cl _ DV.WN Nr: MAe OrEl1'rw W1t'T�+ Q~•'' GENS �9�� Nautilus r.P.L. r INSTALLATION INTO WOOD FRAME STRUCTURES F q Rolling.Shutter System -b7 = l� LL,X '[$TING h CNGiNCGFHNC GO4VEXPERT SHUTTER SERVICES INC. 1- - , ,. :'4L':...`:�^�/-1 c e11e�ne a •.. xc.w:a• us.r�1 aX�.r 1631 5w 51UVOa(SXRiET 'Lw_o:,vO = la'•'.Iua ..:(pai)m u, PORT$1.WP F 3196'1 Y(7 .. .6' ?-a'• STATE Of "_n>{, I,1r�vcs�1�.,, E' t o-.-oeTo DA.w�nG Nc L.')2" KID-T'.Ri r 9'. .tel(+` E?-GUUfi]•9 M1•C`.L (GCei lar-905c,rex. (tt. FK?+SP'.Bct D'JJ:1 ��('' F ggqtQQ"'wise TiLLif a•.t.;C SNGET iC Gt:F. DETAIL 2(ELEVATION) �•'�r� ^ AL�Iti^t=).is _ _ rrrr+irtnlltisyWtlWWW. . MAX.ANCHOR'SSPACING SCHEDULET1 FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE,A:S.D. DESIGN LOAD(psf)AND SLAT SPAN RANnE WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD. WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) 1b"'""J" SLAT SPAN RANGE 1iA°'"" SLAT SPAN RANGE ASA.009Ll. AS.D.D61GN WOOD GRADE v1[swrc WOOD GRADE R411r0!ta 4'`>4'to6 >5 to 6�>6'to 7�>7'to 9''>5 to 1o' ( RANG[ 0!RATWC RANf.0 < 70.0 6•, __ = 30 0 6" 6'._. 6" 6" 6.. 6. SOUTHERN PINE #2 r," SOUTHERN PINE #2 4o G' G" 6' 6" 6" 4 3j4" (G=0 55) so 6' (G=0.55) sa c 6 ^.. f^ 3/4.. 3 1./.7" 60 6" 6" 5 3/4" i 1:4" 3 3/1" DOUGLAS-FIR-SOUTH , 30.0 6" DOUGLAS-FIR-SOUTH < 30.0 7. 6" 6" 6 6 6" (.G=0.46) 40 6" (G=0.46) . . . 40 6" 6" 6" 5 1/4" 5 1/4 .4 1/4". SFRUCE PINE-FIR-SOUTH sn0 6., SPRUCE PINE-FIR-SOUTH G=0.36 (G=0.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) w)CrD. SLAT SPAN RANGE ASD.MIGN WOOD GRADE R+PR=UP[ o'�f'` >4'-; ' >s'6 >6-7• '' >1-9'' > P o ' � I D- w fquNi WnCa YWM r/c YgOR W/F�YDUNf W.�,:�YO,1N1 Wnl::YOUNr 11nE rDU4f Whit:YDUM Wn E'YDU11I YInC3 YWNI M/,cJ YDUM 11.,co YDIMr WJ,r. 6" f; 6' 6' 6' 6'• ' SOUTHERN PINE #2 40 6" C' 6 6" 6" 6' 6" o" 6" t." 5 I/4." (G-0 55) 50 6:' 6" 6" 6" G" 6" 6" .fi" 5 1/4' ; 1;4" .i" 4" 4.. 3" DOUGLAS-FIR-SOUTH < 30 0 6" 6" 6" 6" 6 6" 6" 6" 6" 6" i1„ S 7/%' 1/," - 1/7 4 1/2" SPRUCE PINE—FIR—SOUTH 30 Cr C' E" 6" 6" 6" 6" 6" 5 1/•I" " c-0.361 ti * MAX. SPAN �OR SLAT FOk A 0 4,,pNNuurrygry'�4 GIVEN A.S.D. DESIGN LOAD F LORIDA sU l.clra CODE (11— LrSh VEto.;ky x•,,rr ca. zo-) SHALL NEVER EXCEED MAX. `y��,. ��GENSF' •9. ''% c Du",TICO N: nRANI N- SLAT SPAN INDICATEnID ON = N a u t i l u s SLAT PERFORMANCE CHARTS 2'" $ `` 3_ p Rolling Shutter System py,D y `~'l I E C® 1Nc. DATE ON 20 SHEET. E*•-----*,- ;*_ - , r,.r p� nurT rrsnrw h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �O•(, J I^1C rr.. v sn s wr`w 1421.:.N 9'-14VHE STPEEi <� L/r moi- ( 1 c<cnoa,m P;;R1 St LUCIE.FL :4964 'i�OF'• f10R10P••��'�� c-�1':,fff,DG05119 'm:•.r:(Y;Ai).3-9DY.,rAv (n7)Pz-D351 UNAMP.G No Cp AALIla A r!U11 J, P1cr. , S1atr _,Or:S annual TABLE 1 MAX ALLOWABLE STORM BAR SPAN {ft}:FOR A GIVEN A.S.D. DESIGN LOAD(p.s.f.) &A GIVEN STORM.BAR SPACING (ft}** A'asoM STORM BAR SPACING (FT) DESIGN PRESSURE RATING 2' 2,667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' ( ,f ---...__.._..._.--- 30.0 1 V-0" 1 i'-0 11'-O" 1 1'=0' 11'-0" 1 1'-0" 1 1'-0" 1 1 -0" 11'-0" 11'-0" THIS,REGION IS ONLY VALID EOR INSTALLATIONS ` -' WJ r OR MORE STORM QARS PER SHUTTER. 35.0 11'-0" 11'-0„ 1 t'-�" 11'-0" 7 1'-0" 1 t'-0" 11'--0" 1 1 -0" 11'-0" _ 11.'-0" 40.0 11'=-0" 1 1'--0 11'--0" 11'-01" 1 1'-O" ll'--O" 11-0" t i'-{} 11'-0" 45.0 ll'-O" 11'-0" 11'-0" 17'--4" 11 0" 11°-0" 11'-O" 11'-0" 50. _ .._ ... -_ __ .. -. . - - - - - - -AAAA-- 50.0 11'-0" 1 1'--OR' 1 1' 0" 11'-U" -ll'-O" 1 1'-0" 11'-0" _ 1 V-0"� _ 11'-0" 11'-0" * �*THIS REGION IS ONLY VALID FOR INSTALLATIONS _---___- _ * ,t+t/ 2 OR MORE STORM BARS PER SHUTTER. ' 55.0 ]C-0" 11'--0" 1,1'-0" 11,-0, 11'-0" i r' 0" 11'-0" 11'-0" 11'-0" 11'-0" 60.0 11' (}" 11.,-0 i t'-0" 11 0" 11'-0" t i'-0" 11 0 1,1'-0" 11'_0" * - - - --:_-_, --- -. -.. ,._. ._----- -- - 65.0 11' 0" 1 1'-0" 11' U" 1 1' O" 11'-0" 1 t'-0" r t'-.0" 11'-O" 11'-0" * - 70.0 11'-0" t t'--.0" 11'-0" 11'-0" ll'--O" 11'-0" 11'--0" 11'-0" * 11'.-0" * - 75.0 1'1'-0" 1 V--:0 11'-0" 11'-0" i '-0" __. - _AAAA_ ._. _ 1 -. 80.0 11'-0" 11.,-0" 11 ..-0 i l'-0" 11'-0" 11'-0" 11'_0" 10'-10" 85.0 11'-O" 11'-0" 11'--0" 11'-0" 11'-0" 11'-0" 11'-0" 90.0 ll'-0" 11'-0" 11'-0" 11'-0" 11'-0'` 1'1'-0" - - 95.0 11'-0`: i 1`-0" 11'-0" 1 1'-0" 11'-0" W-0" - - - - 100.0 11'-0" I1'-0" 11' 0" 11'-0" 11'-0" - - - 105,0 1 1' -C" 1 1'-0" 11'-0" W-0" 11'-0" - - - 110,0_ 11'-0" 11._0" 11 -0" 115.0 11'_O.. 1 1 _�i• t 1' 0" 11,^0:. 120.0 t t' 0" 11 -U" 125.6 71-0" 11'-O" 11'._0.. 10',-t0" 130.0 r i'-O" r 1' 0" 1 r' 0" - 135.0 11'-0" 140.0 11'-O" i 1'-0" 145.0 11'--0" 11 .._0 10'--1l" 156.0 11' 0" 155.0 11'--0" 11'-0" - - - .. 160,0 11 -0" 11'-0" - - - - - - ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN -- - `atNttuliirybhp/ FLORIDA BUILDING CODE (Non fGgh Velocity Hurricone Zone) FEZ"- OR FROM TIP OF SIDE RAIL TO CENIER Of STORM BAR. ' "�,'�T�GN,.o�*C_aN�a�SF ✓y' t 'y_-_ ::o,s Ttteco Ir+* lt I 1'u ti.PRotting SFiutter System cw<JroRN a.o ir�ILEC ..-. DATE EXPERT SHUTTER SERVICES INC. _. TSLLII ICSTMO A ENGINEERING CO-ANY 1016 S W 8 CTVORF STRCR 15-07 1 �Q+= • 11c';C i1�-133> t,. Ix�)�>I-;: POR'St,lUC'.E.FL J69E0. i a' SATE F .-m .s «ea"1«� DRAW NG"a (V E9=O.aOu)t) P-C.(Y.R7 J i-4C'.t,FAR 1111 e:t->iSU r:ry.IE a TUFT�^ P C 5ltF} V,t: • C TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND.BOTTOM PER SECTION S-S(SHEET 9) FOR A GIVEN A S D DESIGN LOAD(p.s.f.) &STORM BAR SPACING (ft) SECTION S1-S1(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) STORM BAR SPACING"a"(T) STORM BAR SPACING"a"(FT) v1�xaE PRM= RMS 2' 2.66T 3' 3.5' a' 4.5' S' 5.5' 6' 6.667' (M 2- 2.667' 3' 3.5' a' 4.5' 5' 5.5' -6' 6.667' (%n 30.0 A,B.C,U A,8,C,0 AB,C,D A_B G,D A,B,C,D A.B,C.D A,6,C,0- A.B.C;U A,B,C.0 A,a.C,u_ 30.0 A_C,D A.13.C,R,-_' AB.C,D A.B,C,D A,B,C,D- A,B,C,D A,B.C_D AB.0`_ h,B.0 AB,C 35.0 A,B,C,D A.B.C,D A.B.C.D A,B_C.D A,B,C,D n p)C,4 _ A.B,C.D- F,B,C,D- A,P,C,D 35 0 A,P,C.D AD.C,D &B,C,p A_B,G.D A,B,C_D A,P.0 A_8,C A.B,C 4D.4 _Ay&C�D A_8.C,D AB,C,D A6.C.0 A,B.C.D _AASS.C,D_ A_8.C,Q.. I�B.C,D A.B.C.D_ A.B`C.D_.. 4"_„ A;II.C.D y _A.B.C.D AB,C.0 A.B.C.D.. A_'B,C A:B.0 _AD.0 _ A A A 45 0 A:a:C,U _A_13.0 1.©_C D A_B,C.D_ A.B.O.D_ AB.C,U A B,C,D A.B,C.D a,B,C,D_ _tLB:c _45_0 A,B,C,U hd.Cp_ A,B.C.D A.B;G A.B,c A,B,C _ A A_ A A 500 A.B.C,U Aa.G,U .._AB.CO -A B,C.O ., AB,C,U _A_B,C,D gBtC.O_ „A.B�C.0 A,B.C.D AB.0 500- A.B.C.D AB.C,U A.B.C,D. ..-AS.0 _ A.B.C_ A A _ A A _ k,B,C,D A,@C AB,C 55.0 A,B,C,D A.B,C,D A.B.0 A,8,C A A A A A A 55.0_ k,B.C.D_ A,BJC_D a.B.C_.G A.B,C.0 AP,C.D, A B.C.D -h_B.C.D _ -_ - A-q-q- __ _�_. _ _. _ _ __ A. 60.0 A,B.CD __,A,B:C.D . A.B.C.D A.B.C,U AB.0 A.B,C A,B.0 60_0 AB,C,U AA^.13& __.AB.C_ A.B A A A AA h 65.0 A,6,C,U AB,C,4 -A.B,C,D A,6.C,D AB.C.D -A.©_C,U _.A 8 C ., h_&C-_ A.&G A,8 650 A_D,C,D A,B,C A.B,_C -A A A A A 70.4 _ _ A.B,C,D AB,C A_8,C A,B,C_ _ A_B A _ 704' _A.$.C,D _ A.B.0 A8 A A A _ A A A 75.0 A.B,C.D A.B.C.D A.B,G D A.8.C,0 A,D.,C_D A,B,C AB.0 A,6 A A 75.0 A,B.C,D AB_L.,_ A_„_ A A A A __..A... _ 84,0 A,B,QD A,B,C,D AB,C.D A,B,C,U A,B,C A,B,C _, _A6,C-_ ._ ___ F`.__ A S0.0 A.D.0 AB A _ _�..._A,_-_. A -- __. ,___ _ __-_ _ __ _ -850 A,B,C,D_- A.B,C,D A.D.C,D F,6.C_D _ F,f3,C. ,A,B,C A,B A A A 55.0 Al),C_ A A A A .A _,. - A__ _ _ ___ ___- .__.. - 90,0 A.B.C.0 A,B,C,D A,B,C,U A.a,C A.8,C A,$.C_.__ _A_ _ _.A_,...... :A A .90_D AS,C - A A .._ __...__A _ A _ A ._ .. .^- 95.0 D h.B;C G "A,B_C,U A,B,C h,B,C A,B A ?. A __ A_. 95.0 A,8,C _ A -_ _ A A A _ A_ _ .. _ - _ 100.4 A.a,C A A A __ ! A_ h _ F. A ^ 1050 A,B,GG A,B,C,D, NAC A,6 A A ,, A A A 1D50 A,B A A A A - - - _,110,0 A;B,C,D A.B.C,U AB,C A,B.0 A A A A A ,A_ 110,0 _A A A A - - - __ - - 115.0 A A A .. .A.. ..- . 115.0 A,B,C,D A.B,G,D A,B,'C A.RC A A A F A A 120.Ii AB,C.D Aa,c kS.c -- - A,8 h h A A .__!?_ _ _A__ 120,0 A A A A - - - - A.B,C A A F A A A A 125.0 A -_. ,_-.-..__... - - 125.0 A,a.C,U A,B.0 - A - - - - A A A A A ._ ,A A 1304 A.B,C.b AB.0 AB,G --- _- _ -- - -- - 134.o a ,A A - - - - 135.0 A,B,C,D A.B.0 A.B.0 - �_.__ 135.0 A A - 140.9 A,B.C,D t..Et,C__- h,g A A A k A A - - 140,0 A A A - A A A A A A _ _-. - .. 145.0 A,B.C,D A,B.0 A,a_ _ _ _ ." 145_0 A A A 150,0 A.B.C,D A.S.0 a a a a A A " - 154,0 A a .._. ._.__ - - .. - 155.0 4j;.C- A,a F _ _A P...__.. _ n A A - _155.0_ A A _ 7 160.0 A 8 C A,B A - A A A A - 160.0 A A . - - - - _ _ ANCHORS TYPE L.EGEND A 3/E-P CAR80tN STEEL KNVIK BOLT TZ EXPANSION ANCTiOR W/ 2 1/2' 1Am EMBEDMENT*& 5" Min. THICK POURED COINCRCTE (f'c = 300D asl) B 3/F3",,,1 1/4PUYfERS CALF:-IN ANCHORS Wj 1 1/4' 1.iirr, EkdBECMEFTT*TO POURED CONCRETE (f'c -� 3000 osl) ek 3jo".-16 VACHINI SCl C 1/4'.x"1'/:'ALL POINTS SOLID-SET ANCHORS Y!/ 1/E" Min EMBEDMENT*TO POURED CONCRETE (f'C = 300- ps,) & Lpiipipt{Attgn{qp�i 1/4"r-2C, !8-B STAINLESS STEEL MACHINE FLCR,DA 6UILUING CODE (Non High. Velocity Hurricane 2u:e) SCREWS `�s�Q+, t::ri;naEco mr tlaanu Rr ��crusF •.� Nautilus D 5/16-0 Itt!/SU;LOEx TAPCON A14CHORS 't!/ _ Rolling Shutter System 2 1/4" Min. EMBEDMENT*TO POUP.ED -'>�-,.._.�I(1: i-f`j�'�-'+ i� E =,, oa+[ CONCRETE (f'c _ 2EU9 Ps;) `*-..._..._�may_._____-_I ��LLn +[snNc s [xcn,[cRING co-NY EXPERT SHUTTER SERVICES INC. ,026 5. 1110.0R(STRICT 1 v.-G71 fl[.�:rl,.,>M ,n• l'C•)�t._,•.+, PORT ST tUC'F.Ft, 3,;98- STATE EMBEDMENT IS BEYOND ANY FLOOR J CEILING FINISH %y' QF ��" °-""I '."n°4a°""°'" a4awmC 1 v. G.•Ul:t ICJJ)I.9.JC4G fM (>).1 9),-ALU ° Qy•• �" C(f� EP`GC06+14 . �C-{T.- �n.Q"1pa � • N<L:[7 TLlll Jr p! 5ti(31 ?3 OT 3i �f/jA�ta!}i jSYn•4Af ` .- V�{itilti{Iii1{i111/ - SCHEDULE 1a SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING . MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN M'AX..SPA N(FT)FOR END AND INTERIOR MULLIONS.FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(ps.f,).& AMAX.MULLION DESIGN PRESSURE RATING(P.S.F,),& A MAX.MULLION SPACING(FT)i SPACING(ft)' MAXIMUM MULLION SPAN(7T) : MAXIMUM MULLION SPAN 07) .. MAX. MAX QMAXIMUM MAXIMUM 4-.Wx114"MULLION 4"x"x114'MULLION 024'x7'xIt4'THICK(3'8FLANGE)MULLION G4"x6'x114"MULLION G4"x8"x14"MULLION G2.4'.7'x14'THICK DES" MN8 UR SPACt RESURE SPG 'FAGE) MULLION RAT= WING (ft)* ORIENTATION#i (:#t ORIENTATION q2( )'f ORIENTATION 1 t ORIENTATION 2(Q) OR1£MAt10N 1 �t ORIEN1ATIgN IY2.(Q) (P.�.N.) ( ♦ OR)ENTATIOti}ft t ORIF.N7ATION�`2([))t ORIENTATION p1 �) ORIENTATION'f7(o) .ORIENTATION 62(Q) END INTERIOR' ENO INTERIOR; END'' ,INTERIOR END INTERIOR :. END END 1iiTERION END INTERIOR CND INTERIOR 'END. INTERIOR END . INTERIOR END INIERIOR 30,0 20'-4" 7'-10" 9'-8` 7'-S' 12'-0" : 9'-4 10•-7" 8'-0' _12:-G'. 9'-8' 7'-6. 12'+6' ,.,,J0:0 20`-0' :7'-.I tl' S'�8' 7'-3' 12'-0` g'-+' tO'-T .- a'-0' 12'-6'' 7'-6" 12'-6- - ...__ - --.. ._. _, -...__..._...__._. __. .. _ .._......_. __ "__ ' 35.0 20'-U' T-4` 9'-3' t i r" !2.-G�._,__. 8-I I n__ 6 11' i?'_6`_ 35`0 20 0 7'-i 9'-3' 6' 9" 11'-5" 6'-8` 10"-0' 7`-T 12'-6' W-11, ___- __ _. B'_ _.�.___-._._" _ _ __� .. _ -._ -_ _. _ _ 40.0 20'-0' _„6'-10' 8`-10' b'-a" ___w 9'_t" 9'-7 7 3111 12-6' _T__- 8'=5• 6`-6' 12'-E' 100. 2D'-0' 6'-10' B-10 6 n' 0'--1 8'-I' 9'-7' 7 3 12'-G' 6•-t 12'^6' 6'-6' 7'-8' 5' 1', 12'-6_ ]'_(t" 6'-.2• _ 12'6" 450 : -0'.. 6,-6 6_-6' --..5�-.6" 10'-6' _ 7�8' _ 9'-3- 6"-tl" 72�-6' 8'-2' 126• .. _.. ..- 50.0 20'-0" 6'-2' 8' 2' -tt" 5-77' %55.0 20�70' t1t' % t;' S-9' 9'-0" ' 6'-S' 12'-+' T� 12'-6' . ' . 55--94g9--.tT 0" 7'-0' 8'-8"-Y a -T 72'-6 .0 SiO' _ 8 ' 6 ' 60.0t9' S5-9 T'- S� ifl' - 5'=9' r-9' 5-6' 861 6'-48-6• a B' 12.-0' 12'-b' -+" 8'-4- 6'_48'-4' G-2 6'-4' 5-6 12'76' 88:0 16' T-9" _ _ 8-5' n'-8- I 6' - 70A 1V-46 " -_ 5-6. 72'.=6'_ 7Q4 17'-4' 5-3 7'-8' S-d, 9'-6' 6`-t0' 8-+' n 8 t i'-9'• 5'-fi t2'-6' - 75.0 t6'-6' � 5'-9' T-T S'-+" �e'-0" 6'-3' 8'-0" 6'-2'' tt'-7" 8'-3" 5'-6 12'-5' 75.0 � 16' 6 5'-9" 7'-T J-i' 9'-5' C-10, 8-3- _ /'-8' 1-1'-7; 6'-y` 7'-10" 6'-2' 1V-&" 6'-0' _ S'-5 t2�4" .80.0 15'-9"_ 5•-Q- T-79' 4' 9-A' 6'-7U' 81-37 4'-8'- 11'-65'-6 t2'-+' S3A 15'-2` _5'-2' T-7" 9'-4` 7-9 6'-3' 7--9 6'-2' 1v-5- _6'-J". 5'-6 12'-} 65_0 15'-U" 5'-9 J.-7- S.-S• 9'-3' G'-10' e'-2" 4'-8' I t•-5' S'-6 72'<} 7'-7" 5'-5` .1-g' 6'_a" 7-g' 6-J" 17-5'._. ,_. 6-4' 5-7 .12:-3 .. 90.0 1.4' 2', 5',-10 7�-T_- 5'-5• 9' J' 6'-L1' 8'-3" 4'-10' tt'-5" 507 7'-7' S`-6' 7'-9' - 6'-5 .'7'-9` b'-a' i1'-5" fi-5` 5'-8 72'-3 95.0 tY-5" 6'-70` +'-17' tt'-5' 100.0 12'-9" 5'-It' 1`T 5'-T 77_9` 6'-6' T-9' 6'-i" 1t-5'. G'-6' _ S'-9 12'-3 700.0_ 7'l9` 5-11 T-T 5'-T 9'-!' .-r .. T' 7-9' b•-7i 7-9• 6'-5" n`-5`-., b' Y,,.-- ,. S'-9 12'-3 705.0 _ 12` 2 6'-0 TJT S'-7" 9'-3' `-t' e'-Z' S'-t' -it`-5" S' i2'-3 »g .110.4 11'-T' S'-0" 7'-7' 5'-8" 7'-9" 6'-8`-' 7'-9" _ 6'-6" it'-5' b'-6' 5'-10` 12"-3 110_0 it'-7" W-01 7'-7' 5'-8' 9'-3" 1'-2" 6'-.3' S t' =3" t -5' 6-1' 5-9- E'r7" 17'_5` 6'-9" 5�a t" 72'-3 tt5.0 � tt'-Y� 6'-1' T-T 5'-9" 9'-3' 1'-2' 8 i �5'�4' i1'-5' S'-tt T =9" 6•-t0' T-9' - 6•�T 11'-5' G'-70' b'-C' t?'-3 120.0 10' 7'-e' S'-9' 9-3•.. T-J' 8'-2'. 5'-5" tl'-5" 6'-0 17-3 123.010'-2' 6'-2" 7'-7` :F-_1 Y-O` 7'-1 U" ,6'_-9__ _li�_� _...._T�_�• - ..6'-i' 72•-3 725A ID'-2' -6'-2_ y'-7' 5'-iD" 9'-3' 7'-4' 8'-.5• 6'.9' 130.4 9'<70" 6'-J" T-7" 5'-ltl" � T-9' .7'-0" T-9' G'-9` 1t'-`; T-0' 6'-I" t2'-3 130,0 B'-IO` E'-J �7t,7" !y-10" 9'-}" 7-4' 8'-2' 6'-g" 11'-5' 6'-1' 12'-3 _._ .. . ..-_7_, _. -. -... ... _ T'-'P 5'_t l" T_10' _T-2_' 7'-10' 6'-10` 1('-5'„ _- - 7'72' 8'-2" 12,71_ 735.0 V-5" 6'-4• 740.0 9'-1' G'-d' 7'-7' 6'-D' 7 10 7'-3` 7'-10" 6'-It' 17"--5' T_3' G'-Y 12'-3 1+000 9•-1' V-4 9'-3' 1'76' 6'-0" T--9` '7`-<' T-9' 6'-1!' 11'-5' T-a' 6'-J' 12%3 745.0 8'-t0" 0'�5' 7;-6•.. _6'-0" .9'-3' T-6" 8'-2' .. 6.-t l' tt'._5• 6_.y t3_•_y 550,4 B-6" ,'-6" T-7- ,0.-i' _ 7 :9'_ 7 5 7 4' ?' q __ It 5" 7-5 ,. -6;-c' 72'-3 750.0 8'-6° e'-6' Y-7" 6'-t'--_ 9,-3' _ T-7• _g 2 J'-0' Ii'-5' 6'-4' t2'= -7" 6'-2" :7'-9". 7'-6` 7"-9• 7'-1` 11'-S' 7'-6` G'-5' t?'-3 155.0 8'-3» 8'-6' 7'-7' 6_2�' 9'-3" 7'-6• 8'-2' 7'-1' 11 .5• 6'-5_. !Z'-3 __ _ . - _.__ _ _.__ _. _ ._ . ., -- .. _ _ _ 760.0 6'-p" 6'-7' T-b" 6'-2": 7'-.9'. T'-7` T'-9'- .T'-2' _I 1'- 7'-T'- 6'-6' t2'-3 160.0 -8'-0" - 6'-7" '7'-6' 6*-2". 9'-3' 7'-9' 8'-2 J'-2' i:'-5' 'MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLOWABLE SLAT SPAN FOR T14AT A.S.D DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED t MULLION ORIENTATIONJS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT =,':ND MULLION INTERIOR MULLION p1+t7t71uuU(Htiry r,/ (� Fi ORIDA BUILDING CODE (Non thigh Velocity Jlwdc.he Zone) 20;s n*tc4 IVC w s 6 * Nautilus TRL MULLION SPACING:"S^ Rolling-Shutter System •A-_-^. _._, jf t� �6e W INC. oA1C 'fl'• 11I TCSIING& ENGINEERING FOufA11Y EXPERT SHUTTER SERVICES INC. . ft'. [�AT /'J/' LI„ma •" s..�c.N.+RNs. amr. 1624 S fia'Wept.sIREET i/�' `•, f-_ :4^ 1T^"•N( )hii_1lld a. (}�)ht`-.f)e PORT 6T.tUC1r Ft 35986 �en0.1.GtC.e Sccl assn [}RAKING Nn ZORIDP .•'Q��`` EB-ooae;t9 noa_V46tett.1A: vi.msc .. ,��rf• �(�..1�`��R41"c. f;ft'Ra:.. F t!fiTS �ol.s i`iCtt sa Of 26 SCHEDULElb SCHEDULE2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX SPAN Hit FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX.SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN AS D. ASD DESIGN PRESSURE RATING(p s I),&A 12'-0"MAX.MULLION SPACING(it) DESIGN PRESSURE RATING(P.S.F)& A 12'-0"MAX MULLION SPACING(TT) MAXIMUM MULLION SPAN V7) MAXIMUM MULLION SPAN(FT) MAX WJL A-S.11 XS.D- UKXMW 4"XB"xl 14"MULLION V.P.1/4'THICK(1V FUNGE)?,IULLIC)N OEM MkQWUW @ 4'x6'xll4'MULLION 4"xB'xl/4"MULLION 4'x7*xII4*THICK DESM UUUUoN 4-x6-XI/4-MULLION PRESSURE WULLM GO, (9.FLANGE)MULL101, PRESSUM SPACING RATM SPACNG RATING (ft) (ft)* cp�.Q ORIENTATION it k#f DRENTATON#2 Ott 01,1ENTATION#1 0=�tj ORIENTATION f2(G)t ORIEWAMN#I ORIENTATION 02(Olt (P-0 ORIENTATION #2(0)t END INTER,DR END INTEWOR END INIERTOR C14D INIERiOR END END INTERIOR 040 NVIRion END INTERIOR END INEERIGH END INTERIOR END' INTERIOR 50.0 12--0- 1V-7' I1'-6- 12'�-6- 12,-G' 12,-0, 10'-7' !?,-c 12,767 it F. -.27V— �o ?'-9" 11`6: Y-9' 12'-6' -1 2'.::V:- 12'_G• 10,-7- 12'-167 12. 6• 55.0 12*-D* 10*-7' IV-11- 9'-2- 7-6" t2'-6' 10*-.* 12--6*- 35.0 12--0- 9*-2* ,0'-it` 1"7"' lo'-o' 12'-:6' 10'-41 12'-6' 1110__' -r, 12* * 6,-9, 10 2-q' Q,-10, _!2 to'-;' 9,-0, 12'-G' 454 12'-0' 12-6' 6'--" 10'-1' 8'-4' T?*-!,' 50.0 12'-0" a,-9, 9.-,. 72'-C' -1- 11'-C" FO�-C 10--7- 8',S`- I2'-6- .-6. 8, 12' 6' 12'-S' 55.0 12'-0- 8'-4- %'-f -Ll'-B' 2L--Lo7 icr-3- 8-76' 12'-6- ID'-1' 8'-T` /2'-6' 7'-10' 9'- 7'-t0' to.-3. 13,-6' 12'-6* 12*-f' 9'-7' '-9- - �7 11'-A" 11'-4' 9*-5" 9'-11 ti-3' 12'-6. _8'_-11' 7'-7 1�-O- 9,-6, 8'-0' 12'-6' 9--3; 7'-5- t2'-6* 65.0 12'-6' 7*--2" w-11, 7� 9'-$' W-V 12'- 70.0 2- 0- 7,-4, 8*-8- c,*-I I 10'-9- 8'-9` 9--5' 7'•-t0- 8'-11- 7*-2* S2'-6' 70A 12*-C' 6'-11* G'-11- 8:-9, 9.-5. 7--ln- 2'-6- 7`2' A-P 12--07 -a Ip'_ti 8!-5, 9,-3, T-8, 12:-6' 8'-7' -1!- 12-6. 12' 0- 8'-6- V-8- 6--5- 9--3- 7--k 12'-6' 6'-11: 12 12'-0- 6. V-2, 9,-0, 7--5- 12'-6' E*-, P:-e-. !-2-6- 8D.0 12,-0" C-5, ,0*0 as.-O --3 -- P-4 • ii-T !�- 7--i- 17-'e- 13--10- T 12,-G* 6-6, V-10, I.- 12--c' 6.-i s� 2: 6 a 6. 8'-6' -4� li!76� S:-" �:72 • 12 -8. 51-t'. 7'-0' IV-11K 8`o� - - 5' - 5' 1* 7'--1 t -6, c-10, '-- , 6' 7--10- 51-1, tt'-c 7*-�* 8-V C-10, 1�-'i - 6-2' 12,-5� 9 7: 12 J* -2� 12'-6 5. - - j.,150 6'-0^ -5.-9: T-v -cl ii'-6- C-�' 7'-�� VAL 12'-6' 100.0 b; 9 6,-0* 17,-0* 7'-10' 6"-E' ti'-10' 12-4' 1135.6 12'-G' !T-iv- 7-7` B'-8- -6' 5; to- 12'-:a"' 5�'-3 W SCNEDUtE 1b' L I ED t OAD,MULLION SPACING&SPAN INSTALLATION} SCHEDULE 2b' tLIMITEDLOAD MULLION SPACING&SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX SPAN(fl)FOR END&INTERIOR MULLIONS FORA WALL MOUNTED MAX SPAN(I'll FOR END&INTERIOR MULLIONS FORA GIVEN A S D DESIGN PRESSURE RATING(p s f.),AND FOR 12'-D"(CASE 11&B'-0'(CASE III MAX GIVEN ASD DESIGN PRESSURE(p.s f.)AND FOR T2'-0"(CASE 1)&6'-0"(CASES la&11)MAX MULLION SPACING(CQ' MULLION SPACING 1")* MAXIMUM MULLION SPAN (FT) MAXIMUM MULLION SPAN 01} - MAX (7G4-4-.114-THICK 4',9'1V4*THICK G3 2'li7'xIA'TH1CK UAX 4-.6-xI14- ZY.T014'THICK A.p, (91 A S.0. MAXIUUW t,!U ";'LLCM 00 MULLION %1ULLI 19RANIMMULLION DES)GN MULUGN MULUON LLCt,!HICK " UUUION USDaAlM IFLARSEMULLION cASIDS PRESSURE SpActw nseahw;I C�s 'a PRESSURE SpACtNc )P:Et.1AT-N 11*BrAION 11 ONTArul 1;�PJEVATTA 11'-InfilkDN 1; PATL40 00 Lr-EWAIVA 11 0,-EfrA"J: PATM (h) (0)t f (0)t FN,) t FR1T fa)l t (0)t (P...f.) MULLION END INTERIOR -CD 1NIER111 INTEMOR END INTEPIOR END INTERIOR INTERIOR END TNTCPIOft 3D.0 12.-0. iV 12-6- IV-6. t�. 12'-6- 12'-6' 350 12'-D' 2.-6. 11'-0- 350 �'-0' 12'-6' Q'-6* 12'-6- 12'-C W-i" 21'-4' 443L0 2,-G- +2'-G' 1 '71'-4- 12'-V i 0; 45.0 12--:i5; 12' 5* 10*-11" I-o" CASE 1 4&0 12*- 12'-5' V. - 0* p. [' - 12 6' - Q:_, - I- NT[RIOR Soo 12'-0' 12 1 12'_e' - -u' 66.0 iv-c- 0,-4, Iv- A. --- 1 9`--10, 12- 80.0 I-f zEz 1�.,-o- mu,uo,�� 12-. 4' 4' 4'-ii' 11'-0' - -0- 1 9--o- 60.8 1 3' 30-0 t2'-6_' C-0* zmo 40.0 c* cl 40.0 !2'-6- -6, 2' a' MULLION SPACING:"S" 45,0 8'-0 41-0, 4,-o, s'-0, 9'-0 CASE 1& 12'-6' 12,-V w-S, 50.0 5'-G' 9--0- �---c 9, 0, 50.0 55.05" 01 C' 9' 0" 9,-D• 9,-0* 55-0 !2'-fj- 0, 12,-?-- '. Z. 'MAXIMUM MULLION SPACING SHALL BE SUCH 60.0 a W-0, CAM tr *-o* W-0- 0 , 1. 60.8 b'-0, ;I-0, t2'-O' 1V-4" 12,-D^ W 55. 8-0 -0, THAT MAX ALLOWABLE SLAT SPAN FOR THAI T-0. 9,:,2, w-q- -0. y'-0" 70,0 8, 0, 9'-D' 9'-G' -0: T-0, DESIGN LOAD SHALL NOT BE EXCEEDED 75.0 -0- -0, - T-0" 35!0 8--0- 9--6- 9'-0• 9-0 _T-0, --o -0, o. 40.0 0"-ti 9'.0, g-, 9'-0` 3-0. t MULLION ORIENTATION IS AS SEEN FROM THE _8 q 9'-G' S, 7 9,_0 .9 ;;-6' T-6^ OUTSIDE(EXTERIOR)OF PRODUCT 85.0- 9--p- 1-0. T---0, 9,_0 45.0 8' 0, 9'-0" s0.6 0- 9'-U' W-0, q1-0. 9,-0,, s6,6 T-0, 9., .1-1--- 0. w5.0 6--0- 9*-D, 6 9*- V_-0- 9-6- 9,-D, -0� 9'-0' 9-0- 9-0- 55.0 Hi000 1 6,-0, ;'-T 9,-Q, AA CASE 0 a 63.0 -U' S*-0- V-0, -P* 9-0, FLORIL,,it 8J!LDiN:,' COD[ (Non Ifigh Velocity fluir;canc zone) 0i, 9* _9 9' 70.0 e-0, i-SL w-0, 9,-0, �'-O' q*-0, 9,-0, T-1, L61-0 Noutdus 9,-D, 9,-0, am 8-0 9,-C, e*-q*- e,-3, 9' 2 07 N"49&7- Rolling Shutter System V-0, 90.0 8,-2, 7* 9 %_1, IN` ERT SHUTTER SERV _0 s100.0 :- I'-Cl- P 1 4* EXPERT ICES INC. -S 1..:5$`11 OTE USE T-O'EF ANCHOR CONSISTS OF HILTI,INC HUS-Fl SCREW OR POWER FASTEN 3'-D 3-96- 0 0 ...) WEDGE-BOLT ANCHOR,SEE SCHEDULES 1&2 ON SHEET 10A 300L719 DI I-OL�a III s I P,of r x SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN-(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING W.s.f.),& A 7'-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND 7'4"MAX.MULLION SPACING SPACING(ft)' F( T) MAXIMUM MULLION SPAN(F7)._ MAXIMUM MULLION SPAN 01 uAx. wx. A.S.D.IVULL4UM G4"x6"x1/ G1 4"MULLION 4"x8"x1/4"MULLION G2 4'x"AWTHICK(3�T1'FLANGE MULLION DESIGN�0' un11111i PFZSSUF4PRESSURE UULTJON G 4"x6"x1/4'MULLION G1 4"x8"x1/4"MULLION G2 4'x7'xIW THICK Tunic SRAGING RATING SPACING _ 8'FLANGE)MULLION (p.l 00* 'ORIENTATION 01 (*t ORIENTATION 02(8)t ORIENTATION @1 Ji#t ORIENTATION J2(Q)t ORIENTATION#1 li-)t ORIENTATION 12(Q) (pE') (R), 'ORIENTATION yt It-,t ORIENTATION 02(0)t ORIENTAT.ON 01 ✓:;t ORIENTAF #2(Q)t:ORIENTATIG I P2(0)-t END INTERIOR END INTERIOR END INTERIOR END INTERIOR END END .INTERICR CND -INTCRIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR J0;0 7'-0" 1.2 12'-6' 12'=6' 12'-G- 12'-6' 12'-6' : - 12'-6' 12'-6' ._12',6. 70.0 _ 7'-0- 12'_6" 12'-6' 12'-6', _ 12'-6- 12'-6' 12'-6' 12'-6' .12'-6' 12'-6' 12'-6- - -_ __ __.-. _ -_.. __._ _... _ _ -_ ___ _ .._ 75.0 7'-0' 12 6' 72'-E' 12' 6' 12'-6' 12-I 77'-6' 12'-6' 72-6' 12'-G" 12' 6' 17'-6 ,35,0, T_U 17:__6_ 17'_f,_'- 12_-6' -12_6' 12-6' 12'-6' 12'-6' 12'-6' l2' _. _. b.0. T-D' 12'-6' 12'-6' I?'-6' 12'-6' 12'-6 12'-6' 72'-6` 1T-G 11'-6' 12'-6" 12'-6 X0,0-- T-G' 12'-6' 1T-6' 12'-G' 12'-6' 1T'-6' i2'-6' 12'-6" 12'-6' 72'-6° 12'-6"- .._ _ ... .... _ ..... "_' 12"-6' 12'-0' 12'-6' I2'-6• 12'-6• 17'-6' __-12'-8' 12'-6' 1?'-E' 12'-6' 72'-G' 45,0 T'-D 12'-6' 12'-0' 12'-6' 72__15_ 12'_6' 12'-6' 12'-6' 12'-6` 1?'-S'- 12'-fi' 50.0 12' 6' 11'-7' 12'-6_ 12'-6• 12_-6' 12' 6- 1Y-6' - 12'-6" 12'-G_ 12'-6' 12'-6' 50.0 7•-0' 12_-6" 11' 7-__ .l2'-6' 12-6' 12'-6' -12-6' 12'-6' IZ'-6" 12'-6- 12'_6' 12'-6' 12'-6' 12'-6' 12' 17-fi' 72'-S'-_-- 12'-G; 1p•-}• -_12'-6' 12'-6" 12'-6' 12'-6' 80.0 7'-0• 12'-6' 10. lt' IZ_-b' I7'_G' 12'-.6 I'7-11• 12'-6' t2'-E' 12'-6• 12'-E' 1?' E" @_0.0 7'-0 11'-6' 10'-11'_ t2'-6' 12'-0' 12•�e_ 11'-11' 12=6'_ 1Z'=6- 12'-6' 12'-6" 1211- t2'-6 12-6•�- 11'-7' 12'-G' 12'-6' 12'-6' 12_6' 12'-6- _65.0 7'-0' 12'-6' 10'_8' 17.'_1__ 2'-6' 12'-6• -17'-7' 12'-6• 12'-6' - 12:-5' 12'-6' _ _ _ _ _ _ 70.0 7'-0" 12'_6' _ IO'_5' il_-G-- 12G' 17'-6' 1;'-3' 12'-6' 12'-6' 12'-6' 1[-6- 12'-6_ 7.0.0 7'-0', 12'=6"_ '30'-5' 17'-0'_ 12'-8- 12'-6` 11'-3' -72'-6' 12•-G' 12'-6' 12'-6' 75.0 7'-0' 72'-1' 10 Z' 12:7_11' I2'-6' 12'-15- 11'-0!_ 11'-il' 72'-6• IZ'-6' 12'-E' i2'-fi _ _730_. 7-0 12_-I' 10'-2' 10'-11• 12'--6' 12'-6' 11'-0' 11'-11' -12'-fi' 12=6' -. ._ _._ _ _ 80.0 7'-0� I7'-G• 9 11' 10' 6' 12'-4 7Z'-G' _ tU 10' :1' S' _ 12'-fi 17' 6' 71'-1,1' 12'-6' 8p0 7'-0_ '. 11'-8' 9'-11' 10'-f•'�� 2'-<' _ --- -- - _ ._- - -.._. ...._ _. 1 12'-6' IO 10' 11'-5' 17'-6' ll'-11. ..1..'>6' . 10'-7' 11 0' - 17'-G 17'-6" II'-4' 72'-6" 85,0 7'-0' 11'--0' 9'-9- 10'-Z' 1?'-1' 12'-6' 10-7 I1'-0' 12'-6• i1'-4" 12'-6' 90.0 J'-0- 10'-7' 9--7' 9'=10' 11'-10• 12'-5' 10-5' 1U'-8' _ 12'-fi- 12'-2" 10'_10' 12'_6' p0.0_ 7'-0- 70'-7' 9'-7'_ 9'-10' II'-t0' 12'-5' 10-5- IC'-B' 12'-6• 10'-10- 12'-6' 95.0 7'-ti 10'-2' 9'-5` 9'-6• 11'-7• 11'-I1' 10'-2` 10'-4• 12_•6" '7'-9- 10-5' t2'-6' _p5.0 7'-0' 10'-2' 9'-5 9'-6- 11'-7' 11-11- 9'-_ II'-5" 17'-6' 10 0' t0-I' _ 12'-6' - 11'-� 10'-I' lY-6' 100.0 7'-0' 9--10- 9•:S' 9'-3' 11-5' 11'-G' ;0'-0' ID'-1' 12'-6- 10'71' 1I'-3' '71'-2` 9' t0' 9'-10' 12'-6' n'-1" 9'-8 12'-6 _105,0_._ 7'-0 9.0: 91-1'_ 9-1' _n'-3- 11-2-_ _9'-10' 9'-to 12'-6' 9_-8' -12'-6' 110.0_ 7-0' 9 b' 8 11' 8'-f0' II'--- 10'-1tl' 9'-9' 9'-7" 12'-6' 10',-9. _ 9_5 12'_G'_-. �O.p T_0 9'=3' d'-11 e'-10' 11' 1• 10-10' 9' 9' 4'-7' 12'-G' 9'75" 12'-6' 115.0 _ 7'-U• 9'-0' _ 8 /0 8'-7` 10'-11'_ 10'-7- 9--7- _0'-5- _ 12'-G'_ 10'-5' _ 9'-1' • 17'--G` 1150_ 7'_0' 9'-D' 8'-10' d'-7- _ 10--11- _10. 7- 9`-7• 9'-� 72'-6• 9'-7' 72'-6'_ 120.0 7'-0- 8' 9' 8_-8' 8'-5' 1D'=o" 10•-3' 9'-5' 9'-3' 12'-6' t0'-T. 9' ID` 17'-6' 120.0 7-0' 8'-9' B'-B' 8'-5' t0' S- 10'-3' 9'-5' 9'-}• 12=6' 9'-t0' 12'-6" _ 125.0 7'-0_ e'-6' 8'-7' 8'-2" 10'-7' 10'-0' 9'-4' 9'-1' 1'1'-6' 9'-ti" d'-7' 12'-6' 125.0 7'-0' tl'-6• e'-7' B'-7' ID'-7' 10'.U` 9'-9' 9'-1' t2'-6" 8-7' 1-7'-b• 170.0 7'-0' b'-<' 8'-5' d'-0" '10'-6' 9'-9' 9'-2` B'-I1' t2'-6' 9'-n' tl'-5' 77'-C 130.0 7'-0• tl'-4' 8'-5` d'-0' 9'-9' 0'-2' 8'-11' 135.0 7'-U' 8'-2' 8'-4' 1'-9' 10'-<- 9-7' 9'-I' 0'79' 12'-6' 9-F.' P'-7• IZ''-6' 135.0 7'-0" B'-2_ _ _8''1'__ 7'-_9' _IO'-<• 9'-7' 9'-I' 8''9' 12'-6' 8'-'1" 12' - 1bA 12'-E• 9'-<' d'-U` 12'-fi• 140.0 7'-0-_ B'-0-__ E'-3' 7'-7 10'-3' 9'-<' v-U' tl_'-1' 12'-6• B'--0' f2'-5' 145.0 7'-0 7'-10' 8'-2' 7'-5• 9'-9• 9'-2' B'-10" 8'-6' 12'-8' 9'-"2` 7'-10• 17'-6" _ 7'-0' 7'-10' _ Y_� - -- _ ___ .. _.. - _ .___.___ ___ ._ 145.0 tl' 1` ip'-" 9'-2' b'-10 tl'-6" _ _ _ 130.0 7'-0" 7'-B" fi'-1' 9'-5- 9'-0' 8' 9' B-4' 12'-6" B'-71" 7-B 11'-E• 150.0 7'-0' 7--8' 8'-1' 7'-4' 10'-0" 9'-D' -e'-9' 8--<'-- - - _.__- ___ _ ..____ _ _. 12._6- 7._10 ' 12' 6 2 6 B 1?-6' 185.0 7-0' 7' -2 9'-2` B'-10' B-8' d'-}' 17'-5' B'-9' 7'-6' 11'-6• 155.0 7'-0' 7'-6- _d;-0' 7'-7� Y'-10" B' 10' 8'-C" d-3' 12' 5' 7' 6' 12'-8' 160.0 7'-q' .J'-<' '-I1' 7'-0' B'-1:0•. B'-d' B'-7• 6'-1' 12'-2" 8'-b" 7'-5' 17'-6' 160.0 7'-0' 7'-<' 7'-II' 7'-0` 9'-9' 8'-8' B'-7' B'-I' 12'-2* 7'-5' 1 12'-6' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLOWABLE SLAT SPAN FOR THAT AS D DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED t MULLION ORIENTATION IS AS SEEN FROM TNG OUTSIDE(EXTERIOR)OF PRODUCT END MULLION INTERIOR MULLION FLORIDA BUILDING CODE (Nan High.Velocity Hurrlcone Zone) c 'S" �..'''�C ENSF•. C 7G.5 fit T[CO VC D LWII 9' r�3 - Nau IIIUS r.R. MULLION SPACING:"S" �L E C® ,� Rolling Shutter System or n.rz'o - EXPERT SHUTTER SERVICES INC. *', '/ rr •�= it Ll.li TESTING h CNGINCERIIIC GabRANY ' -J [TTI �q ••� st •I.xs.vn�v.;ruse.n 101,5vl ERIIADR:STREETI5 G 7 1 '�A-•' P �[�� r..,.Tt la +'�I't,I!tc:cOocllr,o'n'-las I' ST.LVCIE,rl 3<99r 11t 159o : 1'M wI,c_77w.i,. nan DRAWINGl e -oa.R-111 R A I'LL":, P I' 01 nn