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HomeMy WebLinkAboutProduct Approval i 1/4/2018 Florida Building Code Online x >s ' aOWN BCIS.Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff i SCIS Site Map Links t Search w a Product Approval r USER:Public User Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2017 L# 12246 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity-Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results- Applications FL# Tvue Manufacturer ;Validated By (Status I _ _ FL12246-R4 Revision Expert Shutter Services,Inc. John Henry Kampmann Jr. ;Approved History I Category: Shutters !(941)922-3854 s Subcategory: Roll-up I "Approved by OBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 mall 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: rr ® ' Credit Card:. Safe - RECEIVED I` APR 2 7020 Permitting Department St. Lucie County copy https://floridabuilding.org/pr/pr app_lst.aspx 1/1 File COPY VERA NOTES 8,ANCHORS SHAU.BE INSTALLED FOU.OWING ALL OF THE RECOMMENDATIONS AND SPECIFMATIONS OF THE ANCHORS MANUFACTURER 1. ttAURLUS ROWNC SNUTIEA SYSTEM 5tI0WN ON Tf0$PRODUCT EVALlMT10N DOCUMENT((P.E.D. HAS BEEN 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR CDMPUAHCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLO IDA t U1101W CODE. -3/8'0x1 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS.INC, NAUTILUS ROLLING SHUM SYSTEM SHALL NOT SE-INSTALLED AT FRCtN Y' M HURRICANE ZONES(MIAMI-OATI£ -1/4"0x3/4`SOLID-5ET MANUFACTURED BY ALL POINT.INC, /BROWARD COUNTIES), -3/8'0 KWTK BOLT TZ MANUFACTURED BY HILT, INC, ' DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION t609 OF THE ABDYc mENDON£0 CODE, -5/16-0 TAl'GON MANUFACTURED BY 17W BU€LDEX.INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURWICTiON WHERE THESE SHUTTERS,WRA.BE LHSTA:AED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SpmL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET- ' FDR A OIRECTIONWTYFACTOA Kd-0.8$:USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FSC EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. AND SHALL.NOT EXCEED THE MAXIMUM(AS.O.)OESIGN PRESSURE RATIN05"""TED ON SLIMS 15 TUTU 18_A 20 TH"26. .. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WAND LOADS DETERMINED PER AM 7-10GROUT FILLED OR SHALL BE FIRST REDUCED TO A.5 0,DESIGN WIND LOADS BY MULTIPLYING THEM BY 0,6 IN ORDER TO ANCHOR SPACING a IBM EDGE DISTANCE O 1008 , CONCRETE CONCRETE BLOCK ' TO COMPARE THESE W/MAX. (ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 28, 3/8'0x1 1/4'CALK-IN 3 3/4' 4 1/2- 1 1/4'(3000 PSI) NOT ALLOWT:D 2. IN ORDER TD VERIP!THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED. 1/60x3/4^SOHO TZ '3' 3' 7/6'(3 00 W)al) NOT ALLOWED .." A 338 INCREASE IN ALLOtiABLE STRESS FOR WIND LOADS WAS HAI USED IN THEIR ANALYSIS. FASTENERS 3/Bb KMM BOLT TZ 3 4" 2 2 1 (30(2 9 NOT ADT ALL SPACINGS TO WOOD HA1c BEEN DEtERMINED IN ACOOPA* E WITH N.DS.201$. 5/16'0 TAPCON XL 3 3/4' 3 t/B' 2 t/4°(2889 pal HD7 ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEOUACY FOR IMPACT AND CYCLIC RESISTANCE KAS BEEN VERIFIED IN ACCORDANCE WTIH SECTION 1609.1.2F OF THE'ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH tA. ANCHORS T#7atERED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 14. - . FLORIDA. REPORT i 1030.01-OB AS PER ASTM E 1996-05.E 1886-05 AND E 330 STANDARDS,OUAL"NG LDA, 11,11A, 12, 12A, 13 43A L INSTALLATIONS FO WIND 20MES V,2,3 k 4, MISSILE TVP$'0 AND ONLY APPLICABLE M)BASIC PROTECTION -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI,INC. INSTALLATIONS,AS DEEM BY SECTIONS 6.2.1.1,.6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19&20 _HUS-H SCREW ANCHOR MANUFACTURED BY HI.M. INC. FOR ADDITIONAL UWATM''S. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWFR FASTENERS,INC. J.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T8 ALLOY(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. A.ALL SCREWS{EXCEPT ENO RETENTION SCREW(g) TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 kSi EOCE DISTANCE AND C14SEDVE14S ARE BEYOND ANY FINISH MATERIAL., EMBEDMENT O IDD% Y1ELO STRENJIN AND 90 W,TENSILE STRENG1h OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN GROUT F1lLED OR SO018.ALL S.D.S.ARE TEK SCREWS.MANUFACTURED BY tTW BUILOEX k SHALL COMPLY W/FLORIDA BUILDING ANCHOR SPACING O TOOK EDGE DISTANCE* 100% CONCRETE CONCRETE BLOCK CODE SECTION 2411.3,3.4. 3/4"0 KW1K BOLT TZ 27- S' 4 3/4'(3000 ps;) NOT ALLOIN20 , 5. DOLTS TO BE ASTM A-307,GALVANIZED OR ASS 304 OR 316 SERIES STAINLESS STEEL WITH 36 to MINIMUM 1/2'0 KWX BOLT 72 22 1/2- T 1/2" 3 1/4-(3000 PSI) NOT ALLOWED YIELD STRENGTH, 3/8'0 KIM BOLT TZ 6- 4 3/8- 2-(3000 PSI) NOT ALLOWED 8.NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S.PATEINTS d6495,225 AND[7,AOB3/8'0 HUS-H SCREW 4- S',SBD. 3/8'0 wEOGE-BOLT 4 1/2' 4 I12' 2 2'(3000 PSO NOT ALLOWED 1/2.(3000 PPSJ NOT ALLOWED Sm OR ma Bw El- 0 000 NOT All"WE 7. ANCHORS TO WALL FORIVS!DE RAIL SHALL BE AS FOLLOWS: 5/8'0 Iw R ma m I=BO:T 7 1/2' 7 t./2' 2 1/Y(1 -0 DDD PSI) NOT ALLO. WEDD (A)TO EXISTING POURED CONCRETE: MIN,3000 p.c.i.COMPRESSIVE STRENGTH. 11,THE INSTALL MI CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WERCH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILD",INC. TO PREVENT"ND/RAIN INTRUSION.CAULK ALIO SEAL PRODUCT TRACKS ALL AROUND FULL LENGiM. -3/B-0 KWAK BOLT 3 ANCHORS AS MANUFACTURED BY EOLTL INC. 12.IT, SHALL BE 11-m RESPONSIBILITY OF THE CONTRACTOR TO'VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A.1) MINI/MUM EMBEDMENT INTO POURED CONCRETE SHALL BE. INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME BUILDINGS. NOT'EMB FOR 5 INTO S,U V xSfiALALCHBE CORS NS)OEfFED FS�PARTBOF TNi REflui CDlB£DLIENT. 13•THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BIPWO40 AND ZONM REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M A1)MINIMUM EDGE DISTANCE(E.D.)INTO POURED CONCRETE SHALL BE: 14.LIFTING MECHANISM NO]PANT OF 7tRS APPROVAL 4-FOR S//16'0 TAPCON XL ANCHORS.&5'FtXN 3/8'0"K BOLT 3 ANCHORS,EDGE DISTANCE IS BEYOND ANY FlMSH MATERIAL - 1S,(a)THIS P.E.O.PREPARED BY THIS ENGINEER 15 GENERIC AND'DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;T.s.WHERE THE SUE - AN)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR.BRICK PANELS,VENEER OR PAVERS BE FOUND ON CO+JOTMS DEVIATE FROM THE P.E:O. THE E'JOSTING WALL OR FLOOR:ANCHORS SHALL BE LANG ENOUGH TO REACH,THE MAN STRUCTURE'BEHIND SUCH PANELS. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLAMON INCLUDJ%O LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D-PROVIDED NE/SNE DOES NOT DEVIATE FROM TH_CONOIRDNS DETAILED ON THIS DOCUMENT.CONSTRICTION SAFETY AT SITE IS THE (B)TD Q9STTVG GROUT FILLED:CELL CONCRETE BLOCK-WALL:ASTM C-90 CONTWVGTOR'S RESPONSIBILITY. -5/18'0 TAPCOH XL ANCHORS,AS MANUFACTURED BY ITW STLOEX,INC. (0)2NtS P.E.D,WILL BE CONSIDERED 1NYAL.ID IF ALTERED BY ANY MEWS, 9.1)'MINIMUM EMBEDMENT OF.5/16'0 TAPCON XL ANCHORS 1NTO,TW GROUT FELLED CEL.CONCRETE BLOCK (4)SITE SPECIFIC PROJECTS SCULL BE PREPARED BY A FLORIDA RECSSTEREO EhMIIFER OR ARCHITECT WHICH WRL BECOME THE ENGINEER OF UNIT S2 1 4'. RECORD (LOA.) FOR THE PROJECT AND WHO WELL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS NO EMBEDMENT R t1 STUCCO SHALL CONSIDERED AS PART OF THE REQUIRED EMBEDMENT.. A DELEGATTEEDD ENGINEER TO THE PELT.ENGINEER,SHALL SUBMIT TO THIS LATTER'1HE SITE SPECIFY DRAWINGS FOR REVIEW: 0.2)MINIMUM EDGE DISTANCE(E.O.)OF 5/16-0 TAPCOH XL ANTHIDA9 INTO GROUT FILLED CELL CONCRETE (0)7f95 P.E.D.SHALL BM TK DATE ANO.OEBGINAL SEAL AND SIGNATURE UP THE PROFESSIONAL ENGINEER OF . BLOCK SHALL BE 4'-EDGE EXITANCE IS BEYOND ANY FINISH MATERIAL. (e) THAT PREPAPED IT, . 8.3)IN CASE THAT PREWT STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON (FIE EXISTING WALL OR FLOOR.ANCHORS SWtli BE LONG ENOUGH'i0 REACH'THE ILNfJ STRUCTURE.ILEININa 16.PRODUCT IAAtNUf +8:5 BABEL SHALL DE LOCATED ON h READILY vI51TTIE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF, SUCH PANELS, FLOUBDA BU (JQ' 0 tA13A�SHALL 9E PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709,9.2 OF THE FLORIDA BUAD9 WOE (C)TD EXISTING WOOD FRAME BUTLDIN6:SPRUCE PINE-FIR-SOUTH(0-0.36).DOUGLAS-FIR-SOUTH(0-0.46)OR °,'1 OnY BE USED TO SOUTHERN PINE#2 W/G-0:55 MIN. �tAF.`w��i+ T!(£$ELAS OF nORMA FLORIDA BUILDING CODE(Non High V4loeil), $On0) . 5/16°0 TAPCON XL ANCHORS,AS MANUFACTURED BY RW BURDEX.INC, ; J '�. 07017 T:LTECo w0. Nautilus m, ; ISk).44167 jY fjsfi C.1)MINRAUM F3'A8E1)L1QJT OF TAPCON XL ANCHORS,INTO THE WORD,i1TA6LE UNIT SHALL 8E 2 1/4'PtttslOAL � � �� - THREADED PENEMAAO N, ■■ �w _ .. RoS4lyShukOrSyslem ogF:4/n . .NO EMBEDMENT INTO FINISH MATERIAL SHAM BE.CONSIDERED AS PART OF THE REBURIED EMBEDMENT. .,spy-.- •�" 1L E C 0 IMC. om C.2)MINIMUM EDGE DISTANCE(FUL)OF TAPCON ANCf�fitSl RQiO WOOD SHAD.BE 2 11/0.EDGE DISTANCE IS ~ I S, EXPERT SHI.W.MUPTER SERVICES INC. _ -- 2 TTUIr r[STPNa a cNaltrcrAlNo COYiAHY 17-244 (� �~ .�� F�� pgp p�. NriN R L.d t628.S.W.6hTY8M SIRi..ET BEYOND ANY FIttISH MATERIAL •�� ►f!�::. �,1�C`-1 .'+° 'tttk 04� w•:t :+u� Pam ST,LUCAS.rt..Nva4 - ' A �� 111 4-m0;:Un4co0oet.cvm rH2,s Lew ?d-Own.nx:tmf mI-Ona OM'M!la N. C.J)IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BACK PANELS.VENEER OR PAVERS BE FOUND ON A`I-} P W,,yhp i.11U,It' .v.(:, �"•+• ^V'"' ''' ' THE EAnNG WALL OR FLOOR.ANCHORS SHALL BE LONG EONOU43H TO REACH THE MAIN STRUCTURE BEHIND am,Ua 1 44102 ..a... WANT 4 01`25. . SUCH PANELS. PSNWWA! DATE #9 #10 Al'AV —4w .6171- , tl Z'� #6 #7 #8 zw. 92100 112 a mm #4 #3 i ; =A #2 (v.) SO. PETA&,.A i Ru"r OPTION#1 MNoullir-) ww' l..' '—wx '40 I llo�it-- Ji C0ATM6YEMkAGMW06kM I ammeaTcommMe Pt-581A k0(ya"Um". L A nA SLATS iq ._.......,......3e17'_.�C_'1_='� .m....- ._._ ..x0'—_ ACETAL QU$HING @ 13UILD-OUTTUBE SIDE RAIL BUILDOUT TUBE BUILD-OUT TUBE @ um UQ,'W^-"EA TO AUDW MA WOW O.OW CLEARWCt,6ETWM=RE*PTAD A" CAVaY 11.11.ff NON HURWANE POSMON& E3 BUILDOUT TUBE —'Dw %�&314-�VIBU XTEKSCREW 4w--- .21+ ,Cld1bOK5yffER � ,72d' 45r L STORM BAR L —0w .... .... HILT1.lNg.KINIKSOLT 3 ANCHOR x7MULLIO ve CARMSTUL @ 4x6 MULLION 44 MULLION @ PL TRAPPED ANGL L WAS W).To ktummAw�Y SCAU'. ....... FLORMA BUILDM ME(Mon 109h VW-ty rdw%ft U-). 35.1JMPnIN' No.4167 Naufills OAA}N 8Y_ nQuingmartt"sysms" IILIECO�..'­. SHUTTER SERVICES INC, nG COMPANY EXPERT 1626&W..WUM SIKS —244 4, -1 1 PW ST.UM fL 34W oetfa+n to 17 . ............ (m)�5-*=. COMPONENTS DW5719 'Un um Or 26 444PL P. Lk.4 47 4A ir i ux sx . 1. f8 f 1 SIDE/END CAP I �a • 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET 3 SPRINGASSEMBLY ° 6 60 MM OCTAGONAL AXLE "�. 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) 9 ALUMINUM STARTER SLAT 1-10 10 ALUMINUM SLATS 1-10 ago 1.0 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING.GEAR&MOTOR BRACKET'BOLTS 15 HOUSING(BACK&TOP)FASTENERS 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS y 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MMOCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX& END CAP ASSEMBLY COMPONENTS "f t1 v •' V _ FLORIDA&UMNG C44 oionn VtIOC Huffka"Z—)a No.44168 0"17 MW=wc, Nautilus RontgButsystecop.117 Qw TUM TES71H a V V4E"jNgaq�cpo>/rPANf EXPERT SHUTTER SERVICES INC. `�,�Yt�� jti Fay M3�-,D].. t�s3JR7t-flit ii 1620 SX 81LTMOK�TftW 17-244 •Li^'`rtfii a t-OOM�0 8.cem �wvrz:fes)v t.M, r,n�i-aesA.xav+C w MCSER),YRUf.1r.PaE. m" aur w... .vanv ..ur P.C, ..... RE/OATE KOttl0.e, .1 441 if' mn.sn sxttt S MM I 1 BOX �Y/6 do Y/7 8pX Y/9 (rrr.j ®Vf9 _Til "Y/6 ac Y/7 L �^J \\'\ tx \� , -END CAP {� --END CAP END CAP / l END CAP--- SLATS AP SLATS SutS i L i 2 SLATS -SLATS — SLATS i -SLAYS I `� sun 1 G g _SLATS �� suis 6 SLATS 0/8 D 9 saTs 0/a 0./8 0-/8 0/0 o'/E �? SLITS SLATS q , {Typ. Eo, END) } — (Typ. Ea, END) B -SLATS�A � SLATS (TVP-) i 1 ,i PtO 777777' ,� / / / // / STORM BAR SPACI �' ®Y/8 do Y/7 (SEE s EeT'�T" ""_... /r Y/9 ��Y/6 do Y/7 04.SLAT SPAN "".•'""."-"'•""`�"'_:(SEE SC'SEDF EG ON SHEETS IS k 20)___ Mm AAt SPIN -•»� Tvplrel SINCI F �2 & �FOIAPON W%STOR,M BARS *, (�scHEDDL[S D'i SHEET ,$)EE SHEE . ENTS NOIAENCLATURE. UPI-CAL SING P UNIT FI UATJON W,[ STORM BARS NOTE, SEC SHEETS 2 6 3 FOR COMPONENTS NOMENCLATURE. n,Ts. PROCEDURE EQR $I,AT INSTAI 1410N GIVEN A SHUTTER HEIGHTt « CASF I: SHUTTER HEIGHT EQUAL OR LESS THATI 11' APPLICAEI£TO INSTOL ATIONS W/0 STORM WS,W/STORM BARS OR W/TORRS N EA &MULLIONS.W/HEIGHTS UP TO (•)THE WAY DOWN,START W/tA."tt SLAY#SLATSAt ACONSIST OFIFOLLOWED BY.14.{5j SLATS OF HTHAT SLAT A' NUMBER.PROCEDURE FOR ADWO SLATS DOWNWARD BELOW):T SLAT SPALL BE CO3RINUED UNTIL TOTAL SHUTTER NcDOW AS COMPLETED.QUANTQY OF P'NAL SLAT NUMBER ,rNr•"'•�•• iNSmao BEFOPE BOTTOM$LATQMAY vmy WITTt swtt-"HM4T, A P.T11(� (0)BOTTOM SLAT©MUST B£ALYIAYS INSTALLEDi .CASE 2 S.iUTTER HEFCIlT LARGER THAN it'-0'APPLICABLE TO IN-VALLATIONS W/O STORM a �"f;A '• FLORIDA 8UMOING CODE(Nm Sigh YatocttY Hurdomtn Z—) BARS AND W'/OR W/0 MULUONS W/HEIGHTS LARGER THAN i T'-0'. `� A . • DRtstt U/: 2 RV.�4� O"17 TILWCO OWL nr (Q)CURTAW SHALL START W/Il SLATS AL TOP.FOLLOWED BY F2..#3......THEREAFTER.ALL � R Nautilus ��tl�`tIS t:c THE WAY DOWN.EACH SLAT f SIV"CONSW OF MMI FWE.(5),RATS OF THAT SLAT - p .Ro1lIng ST1IIGwF'bya+aiII De/t4M NUMBER.PROCEDURE FOR ADDING SLATS DOW WARD BELOW#I SLAT SHALL BE 4 ♦ 1�� ���/iNl:. CONTINUED UITTE 110 STAT 45 INSTALLED..AFTER 610 SLAT tS INSTALLED,AOITIOIAL QIG ,L � �} 't1- ♦♦ 11�Ui T[STING a tHciHtcwHO cowANY EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. •` •�' \ L 17-244 a$T •,xn s va mi vRaxact rwvP.s v,tb is%S.W,SLT7tORE+tRsSi ( O l q���A' . PM ST.Luca.FL.34ss4 0)BOTTOM SLAT 0 MUST 8E ALWAYS INSTALLED. Vt �, 1�11t1 •ESL-X779'`°." waas. i4s-tI .ru:(n eT,-way bO �N�1A7 i1�•.•"'...•..- wN.im A tII.Ui.A.PL ��� SiQ17 4 OFffi P.E.St1r./StGT TURE/DATE... F VY"Mc./4411sr a POURED�s --•5J16.O TAPCONS XL W/ 2 1/4"Nin. 1'x1•zt JD'OR 2-w2 x1/0' �1J4'Otc7/4"ITYT BUILDER TEK SCREWS 5/16'0 TAPC0T15 XL W/� CQh'CRETE, ENDEOMENT h 1'0.0.x0.060•GAIN, Cu.UNITIUN 10 1/4-00/4-WJ 1.0.0.a0.R60'0ALVAtnC0 STEEL 2 1/4•WK.ENDEQMEN? REQ•D 1 STEEL„WAS1iER U 24'ac. J 5/16.0 TAPCONS XL Wf--� /r' / .....WASHER A 24'O.C. STEEL WASHER 4 2S^o.a r 2 1/4'kin,EMFEOMEIIT -�. G 24'O.C. / 1” / l i POOPED CONCRETE POURED IFILLE�E OR PED C NCRE0- ,. OR CROiJT FILLED (' 'ComitzETE FLOCK`-_ :: WALCONL REE IRED.WOCI' 1 WALL REQU+REO. ��/ WAIL REQUIRED. r ---T-cam----- ,� -•' ----'- EDGE O1: EDGE OF - � � ¢ � f OPENING tx M' r' !, 1, / Ex1rRNQ '' O Ex1srNG �.ss�i t (DE�ruNojy � I �Eronv (BEYOND) SEE AnctioR i F"• S SCIIEDUUS 5KEETS 5.�7 '. SCHEDULES ON SEE A.14CHOR ...4 SKETG f6, t7 SCKOULES Oft •"t% vi k 1B & TBta$ SHEETS 16, 17 ` � �r A & iB L^J Idin. SEPARATIONMin. SEPAR4T1D14 '� NZi Min. S£PARknON ' (6C — ; Dff=R{sGaEs (SESHMPLE, WE SCius GV stw-IS) .�. DR SNEET 15) O ON SHEEY 15) r. I ; OE LTJ 0/8 0/8 0 8 / a 8 0/8 ! 0/8 c f / j / POUREO CGNCRETE POURED CONCRETE ' { OR,GROW FRIED-..1 �/ p POURED CONCRETE '/ r E OR GROVE BLOCK _ CONCRETE BLOCK WALL REOJ.REo / OR GRWff FtLLEO FLOCK WA1i REI}U3'R£"1. WALL REQURED. { V EDGE OF CP,a11N r OpmNo EDGE j--r 2 16' t�J 2 S/16' N7t4G Ep MIN.E.D / 1' ,.-..2'xa',O D62"■CONT. --M t-1 T/2 x1 (12•x0.062 zCOYJ.ALUM. ! t" "�> 3 j1 EQ ` MOLE,W/9/16.0 TAPCO'S M V,'/ � ALUM.ANGLE 5/18"C TAPCOTiS XL W/-= /' POURED'CI}NCREEE 5/1¢•O r W. EM O w / 7 ' .P iJa Min.Ee1TIEU,AETIY U 24.oa, p 2 1/4'Min.EM8E41A' (^aJ fat ltiitl REU7). 2 1/4"k1n.EMDEOfdEMT r n 24.0.a VLOORtCEILINGlTRAPPED MOUNTING 24'o.s. WALL MOUNTING BU1LD-OUT RA4UNTiNC3 SECTIONS.1 f-'—�fi ... .�•', FIORtOA BUiIUiNC CODE(Non Higt<Velocity RurAcatro Eor1c) W. INSTALLATION QETAILS ON EXISTING POURED �•� 4416ti o ,7T Nautilus °° AR CONCRETE OR GR UT FILLED CELL CONCRETE *�"� " TLIEC �N�` >zou��tttt�ayf�tt ban•/i7 TI UT 7MH0 Or 1I,tWHCIRHiO CO,A'ANY EXPERT SHUTTER SERVICES INC. o►R �. • ns a-endo-triam n„ :awv,. e:eom16e2er6 SW.B11xn.StRM amen mr 17-244- % poRr S. CRFL.T4f-54LQCK SUILD1NGS 4 )87-000 yA,�V.®AOD0671nvm 1mc1 749 10%SCALL-3/161" WtQT7ull a.0.0 5RIR a OrM DATE tT.0i0LA Lk.I ta•167 m•+� i 1. Wl�,EO ---------ui,E.p------- POURED CRErEOFULCRET POURED OR rKFD --(DaQ (D j)-- POURED (D (� 0 .0 ILL 0 OR SEE SCiMILES ON", -iCR`E'E OR F NDR�p Co' 3 05 POURED _it (SEE SCHEMES Mi {SEES GROUT FUED StiEETS 17 16) GROUT -OK OR j 5�ws 7 6,le count eLOCK MINOR cl OROUi SHEETS 17&18) 1 (SEE SCH us ON 4 1 18) X ox CONCRETE was 17 1)\1, , rCA A. 2-�2- 2' /-OA OR@ A J H' D ED. lie D e OR T OA, J'a )/A- S 1/7, , `-@ OR I ,utp SEOON W1 STORM-GAM 11 5. SUP OR e/8• .p P ELUSH MOUNT (WALL) -SE!QTION P-P (PLAN) RUILD-OUT_mama BUILD-OUT-MOUNT SECTIONS 0-0 (P INSTALLATION D TAILS INTO EXIS G POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS @ - ---------- 8—, OFJ ,I-ri8 sk -OH 4< o ' x�,: &A /0 C O.a 4-ox, SECTION 0'-15' (PLAN) OD I/c %@ ORIENTATION fl 0 I/r SUP D SUP .11�TIA411' W— MOUNT -1idULllON - D OR OR 1/8 SECTION _0 JOBIAN) SECDON 0-0 (PLAN) SECTION R-R (PLAN),) SECT&I R'-R' (PLAN) ORI ORIENTATION #2 ORIENTATION 2 MU 0 4*o.c. ORIENTATION #1 . ORIENTATIONS 11 & J2. 'A WALL MOUNT END'MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MILIWON TRAPPED MOUNT INTERIOR INSTALLATION DETAILS INTO MULLIONS G,G1,G2 sc"' ,3/4'.1' CD) (2) 2),4"OR 2'xB-STUDS 2-W OR (2 (Sm SfIEEr 20) (SEE SCHEME ALTERNATIVELY TO @, A 01;SWEET 21) MIMI j 1/4"0-2Ox3/4" S.S. M.S. 2.6' STUDS- _-o (SEE SHEET 20) (SEE SCHEDULE VAIN. 1/2k. SECTION 01-01 (PLAN) �D D- W1 NUI' MAY BE USED ON SHEET 21) PLYWOOD 0 mu. 1/2- FOR THIS CONNECTION ORIENTATI N #2 'RIOR MULLION WALL MOUNT END INU 2- Ito c YQ/ FLORIDA SUILUNG CODE([don 919h V111WHY rricone Zmv), DH , OR t/2. e'up 4 4' e LO .4416y I I X. A& Nautilus tF UfiRtLi 6Y: FLUSH MOUNT WILL)- BUlLO I t m noubwamiurzymom 11L ECOINC. on EXPERT SHUTTER SERVICES INC, SECTIONS V--;-Q' (PLAN)' -244 162C rM BUWRE SMU 17 ov PORT 51,LUCT.FL D4W4 Ouv"0. M INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS Nr 1771)1171-O C, a p.r. C/DATE I L SLAT PERFORMANCE CHARTS Ia, Ib, Ib' & _Ie: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.Q.PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS VW OR VVJO RM BARS CHART Ia CHART Ib CHART Ib' CHART IC nue AM LOAD USE ILkUM PaslrruE ASA.LOAD YAWE 318"0 KW(K BOLT 3 ANCHOR 5116"a TAPCON XL ANCHOR &6'0 TAPCON XL ANCHOR POURED CONCRETE To PovarO Lror7ptEtE Te GROUP►tum cEtt CONCFEIE taoC1 MAX MAX.SLAT SPJW' 5LAt MAX. SLAT SPAN REQUIRED UK SEPARATION TO GVSS A-.0. `LMA%.'(FT) 'Lund'(FT) 'LMAX.` (FT) ALDWRED TO BACK OF S1AT(7n) t>Sl WL. tB m 6w0�-o7R Outn.oUr W" VA"m MOM W a4o�-ocrt *AL 7 VA" �om w" mw-mn w srDl�e BARS W WORM VAM wm mw(Pat) In eons* �o s wim's sm Nm 4 �funs� Wulff * ar�,�'x "it xoWza�w me s* > � t ilr�'� �1i°ES ,s rnfm�2on7 Im-z3o77 w f7D4mve 3010 20'-0' 15'-4' 20'-0' 20'-0' 20'-0* 151-as 20'-0' 16'-0' 20'-0' 15'-a' t8'-0' t5'-8_ 7�_ 14 7 B _ 7"_ 3510 20'-0" t5'-3" 20'-0' t8'-0` �26'-0`� i5'-D' 19'-0" 76'-3" 20'-D" 75'-0" 16'-3` 14'-D'- V 141 2' 6. --7' 40.0 20'-0" 15'-T tg'-7' iS'-6' 20`-0" .4'-5' 17'-4' 74'-10" ?8'-t4' M'-5' 14'-10' 12'-9' 7' 14 1 .2' 6' 7' 45A 20'-0' +5'-Q' 78'-0` �IW-3' 2W-D' 14'-2' 16'-0' 13'-9° 4!'-q' t4'_-2'- 13'-9' 17-0" 1" 14 ! 2' S' 7' 5010rf7- 14'-10• t8'-9' 14'-2" 19'-1' 13'-1._-. ...IA'-10" •12'-ID' -�t 6'-Z"" t3=1• 42'-g' tt'-0' Y 14 2'MD 6' Y 14'=8' t5'-8" 13'-4' 17%4" 12'-4• 13'-1r t2'-t' 191-0" 12'-4" 12'-0' I0'-6" t" 141/2 BOA 13'-g' 14'":F— +2'-T"� t8'-9' tt'-8'- !3'-2' ti'-5' _fa'-2' 11, 8' 1T-4' 10'-0' 1' to 1 2' 6' T ' ' ' ' ' -0' 12'-5' 70'-1!' 1.','-4' 11'-0` 10'-10" 9'-y 9' 14" C7" 7010 t2'-!' 13'-3' 11'-4' 15'-0' 10'-6' t1'-t0' 10-4 72'-9° 10'6' f0'-4' 9'-0• 7' 13 / 2'75.0 11'-7' 1T-7' 10'-70' 14'-3" 10'-0" 11'-4' 9'-11• "�µ12'-0-0` 10'-0" V-10' 8'-7D' 1' 13 4 2' 6' 7' BOA tt'-0' 72' 0' f0'-5' 13''T 9'-3' 70'-10` 8'-T tf'-T 9'-5" 8'-3' 8'-6" 1' 13' 6" 7" 10'-6' 11'-7' 10'-0" 9'-3° 70'-5` 8'-3 77'-2" 9-3" 9'-0• 8'-3 1` 13 6' 7 6010 t4'-2' 40'-1' 11'-2' 9"-8" 12'-8" 8'-f0' 10'-1' 8'-'7'7" f0'-B' 6'-10" 8'-10• 8'-Q' T' 12 4 2" 6" r 8'-8' T-9' 4' 12 1/2` �6' _ T 10010 12'-9' 9'-4' 10'-5' 9'-1' 17'-8' 8'-4' 9'-5' 8'._- `.- 105.0 12'-2' A'-0' 10.,.4• 8t_g' 11..3• 8'-0` 9'-2' 8'-2' 9'--8' 8'•-0" 8'•-0' T-4' i' it 1/2' 110.0 11'-T 8'-8" 9'-9" 8'-6' _ 10'-11' Y-1D" - 8'-10• 711 9'-3" -T-10" 7'-9' 7'-2' 1' 11 t/2' _ 6' 7` rIT T-0' 1', 11 i 2' 8' 7" 120.0 70'-8' 8'-1' 9-3" 8'-2' 10'-3' r-5" 8'-5' r-6' B'-11' ?'-5' T-5' �8'-10" 7" _ 125.0 70'-2' �T-9" 9'-0 T-71' 10'-0' T-Y 8'-2° r-4' 6'—a- r-r 7-3' 8'-8' 1' it" @' T 9'-SO' T-8'..... 6-B' T-9" 8'-9" Y-0' 6'-D' 7`-2" B'-5' _TTO 7•-2' 8'-G' 1" t0 1/2' 5• 13010 1310 B''S' 7- 7'-2- Imo 8'--fi• T-T 9'-6" 6'-10' T. T,,;70 T-4` 8'-2^ 6-10 .7'•-0' - 8'-5' 1' 10 1/2' 6° 7" Lill, 40.0 9'-1' - T-8" 6•-it` 8=0" - 6'-70• 6'-4" - __t' 70 1/2' 6' _ T 7'-Y 8'-10' T-8' - r-t0' - - - 1 �10' 6' 78'-6" 8'-0' 7'-2' W-6" 7'-4' _ 7''-g' _ - 1" 10" 6' 7T'-2" - 7'-7'B7f0. 7'-8' 6'-10' 8'-0' T-t" 7-5' 1- � }0" 8' 7" t, ABOVE INDICATED MAX, SLAT SPANS MAY BE USED AS LONG AS ANCHOR ANCH R SSPACINGS SCHEDULES SHEETS OR 7INDICATE AVAILABLEFTHES CORR ANPONDING SLAT ++++t+tF .I SPAN AND.A.S.D. DESIGN PRESSURE RATING. ��+ ti,✓ FLORIDA BUILDING CODE(Nan WGah Velocity Eurricano 24m) 2. REOUIRES SIDE RAILS FAS F-NED TO EXISTING STRUCTURE WITHA�'au iui9� f I t x17 tv*Em n � mAelMor. 3/8`0 KMK SOL.T 3 ANCHOR OR 5/18'o TAPOON X.ANCHOR. INTO .441 +7' i— P REO CONCRETE Oft GROUT Fi CELL CONCRETE.BLOCK. OR �ftf�■*41c WFtomps8afferSystm aelr+/1 WITH 1/4-0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR 'Kt itBLBGC Q mc. °A� WALL MOUNTED. TRAPPED MOUNTED,.AND BUILD-OUT MOUNTED. 'P +a� 7LLtt TEenNo a cxcwr o cow4Rr EXPERT SHUTTER SERVICES INC. Q'S t e•'" � en4tu, d sy.,o,,uw•scae.tma,�R ays 162E S.W.9117rytE STREET 17-244 wil5fj n02T SL tl=.IV 3A"4 3, MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE `sus �AO�7117' •-"6'�1�1i`q'C0T ��� DETERMINED BY UNEAR INTERPOLATION BETWEEN END VALUES.- Wh1TCk ti W7 9 n6. . ` P.E. 1 TE ROPIt04 Uc 144161 m.w+. • 817107 Ir- P.E. 5 Or 28 MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/3/8-0 KIMK BOLT 3 ANCHORS TO POURED'.CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT Wx DEM X . SLAT SPAN RANGE Rl 0'-4't > 4'-5't > 5`-6'1 > 6'-7't > T-9't > g'-12't > 12'-16't > IS'-2W t LD 7 5 5/8' 1-61-60 9" 9` 9' 9" 9" 8` 5 5/8- - 5 5/8" —SLAT; }SLAT SPAN FOR A 25 / - / >s1-105 �.9" 9" 9' 4" _ 9" 6 1 " 5 8" SPAP1 C GIVEN A.S.D. DESIGN >10 120 a^ g" 8° 8' 8" 6' - PRESSURE RATING SHALL. -- - -- - NEAR EXCEED MAX, SLAT >121-740 9° 9` 9" $- 7- 6° . . . �_._ _ _ w__._.._..__._.__. _.._.._..�_..-- --•--__.'_....._......_...._....'__..... SPAN INDICATED ON SLAT >141-160 9^ 9' 9' Y 7" - - ,SLAT SPAN QEFINITION PERFORMANCE CHART ON SHEET 15. TRAPPED MOUNT WAX A.SA 4 SLAT SPAN RANGE OE PW 0'-4'1 >4'-5't > 5'-6't > 6'-7't >7'-9'1 >9'-12'1 > 12'-16't > 16'=20't (Ps 130,0 9" 9" 9. >31-40 9' 9' 9" 9" 9" 9" 4' - .__—____..._._.._......__..........____ _._.._.._._._...__._.,...._._ ._._......_..._.---•-----.....___._...,....._.....�._._..._......_»_......._._._._____...... >4t-so 9" 9" 9' 9" 9" 9" 7 1/2" 8�, . _>tp8-t2D 9 9" 9" 8 1/2" 8 -4 7. :041-16o 9" 9` 6. - I - BUILD-OUT MOUNT SLAT SPAN RANGE PRESSWE 0-4'1 >4'-9't >5'-8'1 >6'-7'1 >71-9't > 9'-12'1 > 12'-18't > 16'-20 1 w0910 wm E E E E E E E E E E E E E I 3DA 9" 9' S. 9' 9- 9' 9" 9" 9" S. S. 9" 9` 9' 9" 9" S. 9" 9- 9" 7 3/4' 7" >31-40 9" 9" �. 9• 9• 9• 9. 9•. 9• 9. 9. S. 9. 8. 9• 9. 9• 9• 7. 7. 6" 5 5/8" 5 5/8" 5 5/e 9` 9. �9. 9" 9" 7 1/2" 7 1 2 6` 5 5/8, 5 5/8 5 5/8' S 5/8" >st BD 9- 9' 9' 9" 9" 9" 9" 9` 9' 9' 9° 9" 9' 9" T 5 5/8' S 5/$ 5.5/8' 5's/e' S 5/8 - _ 9' 9- 9- 9- 8- a- 6 1/2 E 3/4" 6-3/4' 5 5/8 5 5/8" 5 5/8-,5 5/8' - - - - >1D6-t20 9^ s° 9" s" 9" 9` �• s" g. $. a• 6 1/2 6" e-_ s 5/8 5 5/8 5 5/8 - - - - - - >t2t-14o 9" 9" 9" 9' 9' 7 1/21 8' 8" 6 1 2 8' 9" 6" 5 5/9' S"iJe" 5 5/8. - - - - - - - - - >141-160 9" 9' 9.-. 7" 7"- 5 5/8. 6 3/41 6 3/415 5 8 5 - 11a lr ,11,4 •. FLORVA BUILDING CODE (Non.fth Vdacity Nurcimne?Ane) _ r % , 02017 tN.TCUD INC. auflMrJ7 o"I Sr: 4416y N 1I'L E C O twa. tlnu�yse tfim s m OB/24/17 a EXPERT SHUTTER SERVICES INC. 7RUr TE5TN0 Q tHDA1fiLRIND COMpANf ,Rt •. •'. �� 4Ls5U M m.1w.a5a.i1w."a.m" r a1�N 1026 S.M.BLL.TUM LtPY`E.S 17-244 re.":.c+nai.rt-utc, (Le3Ar-1511 pm V.WCF.R.34M oa.1m 0. . •• ar� .! yy 1�1 E$-OOG6719 twavU ato)7�9-FosS'.run�r72i 4TH-oars ' \> R A,Ll 1'*, u16� 'n ar�.o as .n+" atww•w as • SNRT 16 W 26 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W/5116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE WALL MOUNT SLAT SPAN RANGE 0'-4't >4'-5'Y > 5'-6'Y > 6'-7't >,r—o't >9'-1 2't > 127-16'1 > 18'-20't ,t+l>c1W0 a 30.0 8- 6" 8" 8' 8" 8" 7 1/2"__—5 1/2.-...._. . >31-40 S. 8" _ 8" 8" 8° B" 6.. 8" 8" B. 8" 8" 6" 4' 3 3/4" t , 8` B" 8" 7- 41/2- 3 3/4" - MAX. SLAT SPAN FOR A >et-103 8" 8" 8" 6 172' 5" 3 3/a- 3 3/4" - 1---SPA{`J—_1 GIVEN A.S.b. DESIGN LOAD >i06-i2O 8" 8" 8" 5 1 2" - 4 t/2" 3 3 4" - SHALL PANNEVI EXCEED MAX. >+21-uO 8" 7 1/2° 8' 4 1/2" a" 3 3/4" � ;,., [ � SLAT SPAN INDICATED ON SWT PERFORMANCE CHART >i4s-1,0 8" 6° 5" 4" 4' - - - ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT ASA), S1AT SPIN RANGE oegm pArip 0'-a't > 4'-5't > 5'-6't >B'-T t > T-9't >9'-/2't > 12'-t8't > 18'-20't Kq=fP4+) s 30.0 6" 6' B" B" 6" _ 6" >31-40 _ 6" 6" 8" T 8" .__..._.._._.6�_ _ _6�__-_. __.._5 1/?_._-_-......4-1 >41-60 6" 6' S 1 2` 4" 4° B° 6` 6° 61 4" - >6*-t 6" 8' 6" 6" 4 3/4" 3 3/4" 3 3/4" >121-140 6" 5 3/4" ____. 4` 3 3/4' 3 3/4- >14l-160 6' 5. 3 Y4" 3 3/4' - eUILo-our Moum MAX"Asu SLAT SPAN RANGE"ili D'-4 t >4'-6't >5'-6'f >6'-T t > r-e't > W-12't > 12'-16't > ,iv-20,t PAypp EJ I A I E E c 30.0 r. 6. 66. 6" 6" 6" 6' _ 8" 6" 6' 6° 6" 6 8"_ 6° a 6" T6� 5 1/2' S 1/2" 4 1/2" 4' 4" 3 3/4" >31-40 6" 6" —6-- 6° fi' V 6" 6" '6" 6" 6" `6" 6'^ 5"-- �4" 4" 3 3/4°3 3/4' 3 3/4" 3 3/4- >41-60 6" f. 6.6" 6" 6' 6" 6' 6" 6" 6" 6' , 6' 6" _4" 4' 3 3/4' 3 3/4" 3 3/4' 3 3/4' >8t-8O 6" 6- 8` 6"— 6" V 6, 6" 5't/2 6' 6" S" P9' S' 4" 3 3/4" 3 3/4" 3 3/4" 3 3/4- f /4" - - - >st-tos 6" 6" 6` 6" 5 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 6" 6" 6' 6' $_._._ 5 1/2 5 3 4' 5 q/4 4'1/2 4 1/2,4 1/2 3 3/4 3 3/4" 3 3/40.3 3/4' - >121-140 6" 6" 6" 5'� - 5" 4` 4 3 4 4 s-3/414 1 2 4 1 2 3 3/413 - >t4t-16o 5' 4 1 2 4 1/2 3 3/4 4" 4"• 4" - 3 3/friWitwKink - - - 444t4t ........... � FZOROA 8WWIN6 CODE(Non High Velo4ty Hur7koee Zotm) 44167 s" oma,}7 tCOO pit. Nautilus L& ■■ oar24/i7 R L E 0770 m tuic l _ t EXPERT SHUTTER SERVICES INC. +, 71t.tJ1'iESRHC a[NCWEERIMO COUP4NY t> Rlp t4 aa4 xe:41R n sx,ma n�4 c+mu t n.anu 462E IA CILT-MRE STOUT 17-244 1 o�,w:L1aL»-nw.t..,(w5pr�•+a7, LORI ST.Lucy-R.349,04 7"Z/ n t p-mox,t.'lrc0000t bum"W ��� / V\ 1 E14-OO�67+8 !1N1$:1 71ID-'M>1.(!X;b711 e71-e490 AI,.EN it 411L7 7 71tLtt,Y.P.C. w" o¢i4 P.C.8&'/WA /DATE rt+o tit uc/441.s7 w„-n. SN[[T,7 of a9 > 4 � ' MAX.ANCHOR'$SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE,W1 5/16"0 TAPCON XL ANCLi RS TO GROUT FILLED CELL CONCRETE BLOCK WALL.A.S.D.DESIGN FRQ NNGE t WALL MOUNT MAX.MI'M Dem - - SLAT-SPM-RANGE PFESSURE ' � OWEN | ! ' . / / | � � . _ _ �