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HomeMy WebLinkAboutProduct Approval Florida.Building.Code;Online R E C E I` 7 D FEB 10 2316 Pagel of 2 d rtrropto! BCIS name I tog In UserRegtstratfon - Mot Topics i Submit Surchar'ge";. Stats&FactsPublitrtloiis EBCStati 1.'BG15 Site Map. Unks^; Search ; Busines / Pr©fessi14 il Ptactuct Approval_ USER•Public User Regulation' _ .ntNcftirt Avi>rcval.Rtn,-J•>PrnAuetorAor}IRLZIinn Search`>Aorticatinntt�r>Appheatlon0©tsiil �gaAPDIiCation Type. Revision Code Verslon 2014 AppllcatlomStatus Approved Comments. Archived Product Manufacturer Expert Shutter Services;Inc.. Address/PtioneJEmail. 1626•SW Biltmore ST Port.St.Lucle„FL.34984 (77?)B?1-1915 at166. callexpert@aol,corn' Authorized;Signature Michael.Heissentierg; caitexper�@aol.com Technical Representative Michael Helssenberg Address/Phone/£mail 1626 SW e(itmore 5t Port St FL 34984 (772)671.1915 Ext106. Call! xpert 4dl4nm Quality Assurance Representative Michael Heissentierg Address/Phone/Emall 1626 SW:Bilmore St Port St Lucie,.FL 34084 "(7.72)'$71-1915 Extitl6 CaElExpertCwaoi.coni' Category Shutters_ Subcategory: Roll-up CompNance Meihod, Evatuat[on,Reportfrom;a.Florida Registered Architector-a Ucenseiiifiorida Professional.Engineer Evacuation Report-Hardcopy Reeeivad Florida Engineer orArctiitect Name who developed the. Walter A,.Tillit 7r.,:P.E. Evaluation Report Florida License P,E-44167 Quality ASWrance.Entity �Natlonal Acciedttation'and Management institute ;Quality Assurance:[ontrktEipiratlonDate 12J31/20166 :.V811dated'ay john Henry Kampmann-Jr.. `f Validation Checklist•Hardcopy Received CertlRtate cif Independence FL12246 R3 (701 FXP PT.gHi)T FP C,PvvirP4 rr.r mA ri tic o^j i nrr c­i­ Florida Building:Code'Online Nge"2 of 2 F?rotiv;t,Approval Method; Method 1 001:16n D `Qa[e,Submitted� ,Oti%OS/Z015, Date`Validatetl: 06/23l202S Date Pending FBCApproval. 06/28/2015 Date'Approved 08/18(2015 Summary ofproducts:_ Ft.3t 14odel,:Numtter`or Name Description: 12246,1. ..._ Nautilus Rollin Shutter S stem• Nautilus RoIIIn2 Shutter S "tem Uralts of Use " ' Installation instructions. Approved for use In HVHZ.No f11??4fa fE3 tF EXPERT StikttfER SFRlttt FSm r NAUTILUS€tri'N Approved for use outside HVHZ.YesSrtrTrEA SYSTEM D1VG15-071ndf 2mpact Resistant Yes Verified By:Walter.A.Tilllt PE-44167 Design Pressure:+1601=160; created'bylndependentThird Part-:'Yes 'Other:Stdte Missile LeW windzones 1 2,9'and 4,(hasl protect an Evaluatton'Reparts only).Pressure rating +30,-30 p s,f,at 20'-0"span and+160,-160 Pt'.27af,-n A6 D pGRT:St:ijm;i SPRVICES,IAV% R3Su'19t US i E p.s.f.'at 8'-0'span with 312'sllp.See:sheets 15,26 and,2 0 for additlona_l atttrtttar 5rat1 a j= p;E,R_ DRSY� pressures and 5 ns. created b Indee2ndent Third Party:Yes .-........... .. ('antact tic.;i.9n0 Nartft Ftcopnrae$tree£.:Talialrpssee rL-3: 'kbongl 85k487-te24 the State,o0loridi wan APAE6employer..G_opvrlaht 2Qa7-2n13 Sta£egE Florida JPrlcncv Q atement::Accessibility Statemnnt:i Reh,pd Statement tinder Florida taw;email:addresses are puDiic records;If you do not want your e-mail address released in response to a:public-records'ruouest,:do:not send electronk; mail;to�thls entity;Instead,contact the office by phone.orby traditional malf.if you'.have Any'questlons,'piease p6m6ct 8s0 487.2395,•Pursuant to Sectioa;455.27s •(1),:florida Siatutes,:effectiveOctober1,2a12,licensees ilcensed under Chapter 4SS•F.S.must provld¢the addresi'luthay hhWone.The emalts provided may be used'for offitO communication"r{Ith the licensee.However email addresses arc:public record Iryou do nos wish to supply.a persanat address, please provide the De with an,emali'addreii•whlch can :" ade available to the public.To determine tfyoti-aiere�Ilceniee•t�Ader Chapte?455:F:S.,p1'gase. dicFr. .. 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EXPA1fS"ARC `WCR f�`4'a: !, 1 �J..._ _ s.. V. JA;I 1 I w r L#Or )&{t4 3L I p L. k55tn1 BOL T2 EN.'A+N510N. '., S 2f$'.' is f>GL[F;£6Cai F a £;••'� � 1T ) Att£F#aId'YlJ 6 'M'm' ....._a... {Typ,TOP& ac - G0E#CRc1E � GaTtai} ' tx5rrvtz ~-; SECTION X9 Xl VYI ALTERNE .{.E+N_D Fc INTERIOR MULLION) ,LON G1: 6R3 "ITA:IQd v? i9 } I WA!9'j, for s.T OMDR Alum;A4LE EA..8t5E W/; r a (2)3[4 c THOU BOLTSTO MULL a (i} ZI a#WCK-F3aLT"Z- f • p EXf�Ms NA.hC#WR Q C ...... -.,.<1�.i-�..,.. .. 0/8 OT WI£.�Mn £M3E(?MYErR.7 TO r � ice... ... .. paU[tEa£GKA€`E RA..nr ., � R 8.or Tag s.;�orTaMy , R/6- offavm f `z3xij �'B (8a r-TB aLtoyj. As. SIDE) za i EO —'-•-- C I. T#J fro E3G a r0 NiUCdsaH & t. 3/t e xv<BOO TZ,EXPAN540. p n _ x FpLt^Ea{X�d�`REic.(TTTCP SECTION X9 X1 Vttt G ';; 6QTiata} .�J.{,Z & INTERIOR'.MULLIO ... fl h4ULL1CIN QNLY POOPED co�mcic ( ALTERNATIVES:SECTIG EWE Or SLAS, -� 1 � ,tf:u�6+Cn:pBi€ xA r L1RI Ir' .F APe'.c1C4B?f. 3 C iffT(<) V. �,"IK 63LT�rt.XP�t3MU ` . 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CP'o 2a"6.L, ECCE W.AF'PL pp ,EPGE AF"tPgt IA14'Wn. . 8'Wn•1t4LK mo*b f,_74E.D 1. t POURED WhCRkT 7'ars J I (t c �.,3ivk5l �a .;) ` tnf PWREV Www RiwN I`7 eiX. - 3'"t-mi 'ittCK:} i {/ r f£ Daum t 1 .w.« 'm 1 p <'. 4 Men CU QF. R :sorr a R/8 6r; __ 4 a xals (sash-sc nta) j : { R}I8 _ _ __. r�n;. v LL ea;SIDE_ .. >cGr tr DPP ^As r n, {ve�L t+ou�rrEcst�anu ruv at SECTIOht.X2'X2 W! OG !* ALTERNATIVE _4 '"'��. q,..,u iI2S7F.LECC3 TrvA P>D tdOU^;tED', ..EN F,' i ;Eei EC ou'r?' R csN SWcEr 8.). 1rNQ & IN,TER100 MkULi.(ON) g; x � tTYt \ `x s P 1 '.t7i21NTATit)N 1_£ /4 x S.DR?xCO T.,UiLDALUM.. {6 x` or -. . T 3/3" 1`""" .. thGLE W). cix3/R tIN? Btk YEk,SCREgVL 0 24''ue. e('}W,ac S.iDE RAiv,_b NC3T SHOWN 1 OR GCAR(7Y, 7 i' +"YittUF3i-'u#33:F�.E[3 4.. 1 t ..: i ... ' X2 _ _ El I" I i X2 7 ZIA` ^ !4 zt'z3,1FS'x0 tD(5C6t E +:LAY) Ium ,46;'. Uti;:. EL v,. �J Ei?^-� £1 3sDE-Mf{B}3j5ss teiRU&St,,;tS2D 5 kt`t..,t 'isollH &f2i 0/ 1lft#t�sH.1/; 4 1: KYAK' SDCT TZ PPANSIOii 4�Cfi+"<.R a�*(�,�-A,,,rJ�liy�,. FEOF6'bkk,k -'Q, `,'`>> sus E Crra ToP&so- Uo ) i {,1CBv4: v o:,as*:n c wcw EG�Er>F t«PtiCAtiLE � N � s W/hCL t�ouiarltG.:MtlLLIONS 'OR POURED.CONCREfE VALL: EXPERT S ��^-" ttLLT fE5YthII A'ENOWEE4M6 COMP0.NY SECTIONW-2 e:ia�.>.,�,,a, .za.v+lca.e.mu:..n 3�•e, ta;G naM {RSSt,I§ISq / (w`SYSFS»3f MR, END&IN TERiOR WALL�MOUNTEC}MULLION INSTALLATIOR �"i�-ORIWu WaEYEA A.'sAEA' > P,8 tt - i:£xzait tw!,asi47. .�. tta.w+c . _...•_..-^^,.o M�n.,_E>G —'---•-E" .».._ft1R;t}3J4"v)4k ofi;; r'_x X,,M5€`3N. �p € i € (I) tt CQREh'i'AiFpi��i X f2�. (66ft b AL2,D'P�A}m � } FOR() 3/4`a RNIK eazT Ta �aias€� A NSIE EA SIVE W/t2) � .. ` 5€m E:L;*�-•-- t---.-•:_..B"Frn �E>ON ��—ANCHORS Ek INTE33a�tR�tULtttzV ��-THRUI EUM TO pp {cza€zs;ATtrtt X43, :�uww+ u{F) Yea e.a> Hd:K;BOL' 7 FIX-11 I i¢ � ANCHOR W/ E S:Of 5SR9 e 3 T-T: net :E S r �MECUu&r T 'POURED. I P fii'i'tiG3R,C r s €q•. } 7 i ff4:CA?dE R'fNGR TI:jT}Ts;TOk':k �. €' ?' d: LK ».- ,�r���Frr ,�"r` �; QsY { f -•"rte r { .•"i,. ;BPi# t�)' � 1 SOklREES 4Df7CPz"tE' � L-S k t ''�" r S" I: 4. F � Etj ' .4 SECTION X3 NC1 MUE11 N ONLY (E s,ra: P` EXTFRtOR 'p �RIE:TTATIM 1) y} V 0 p va t; pl; i' a, B ..til3fitp�) x3 xl' �^vO a'{6Obfit16 ,x X3 {;ta,t jr�vti }ts l 3 r". Yj. 4'- cm- 3 3:ti q Flo_..-p.:.co: A,tnr.XNGLE ER,8F?E tYJ 2}'5/476, Aw" tS INRu owls TO MVLUOI tL. N+-U GC tt i �OUFr a COucaE/C (4),sJe¢ K*YW SOT EXPAAS"a" A;o 43RY7f a .tin EvSEi=s 7iT.: k tOR. 8 MLI,TH:L'K M't3: POURED COt1CRf7E irYP,TOP elr.:. a-0UREQ . f 6QTT�3ktJ` BOTiOVY �E<a_D fv11:IL h! ONY" INTER! f S- ALTERNATIVE.SECTIONS X3-X3 tN!G; } I ap rStE °!4t OMENTATIC�t3 1: _. #A�'PJJ�E � 4 u2..� IT � 1 FOR(2)3/4-1; MY SOLT TZ EXPA-00t. (4%7')' •....----:�„'ba-, C�1_:...�. �9 -:»- !t t s'7- ti8HDR5 9� 't;Ft?,4R qL! 1Gtd(cirrtLt anOrc r2} gEurtriNrisgrr ' SIDE RAIL&.-AND BOX:NOT SHOWN FOR 600" est_1).of§'� cs7x Ar.°CH9R5 {ollu1;mnx4-JA FMAJO:CEILING-1TRAPPED MOUNTING MOLLION G? N4 4 6767* -= SECTION W 3` EXPERT SI - "O •rM1y 'nEU}'"..T(71wG k LNGtnEER+NG CIIMPSJ�Y L��. ".�/v M1kS ha+ax����'.r �H.:•k�lYlyd ifi.G END&INTERIOR`RAPPECI.'MOUNTED MULLION INSTALLATION ' %, I t�V•. r ` e°`� � ftr� �Gc:aara c t G.: • wrs.'ESS A,t3E Jt.P.E._ '• ,.,�....: aj� .�•>:-.: p.£: s 1k�€ rcx�;u u%.9 csfaz f,y.t...r". R,ILLt79N.L'EPvtliif�t' -7777 � 7: ti {�A..UM.-:7TP ONS(10r' 8 T2.1 W� j j;"Ea3fd €"SF.£uikEIIV TZ9 S�'aE"}5'g � 3 sfts-1 gn�C4NS x_Wf a.1%a / W/7 q®Y9;osa u�tvar%z=o tree if6 lMh,Ek'BE0MENT 0'247 ax "tfA51, v `. :1 1 y 7 CCfiit:R.Et€. ttS°. ` :.. P;:VAEO C UCAM Min TMc,Y:REG C)., � �... NOICH ^�'.• T`. .- <xfi:>Tftt'--{iti5t L8;A;1C • Ura„ I ` x'vrn ar.COLE EA.SiDt, -t .. d '(WALL A(9f Wt£t)5H9}1N;.l10.t 9E ALSO 3�35'A CEfI sf OPEU M(3Ut1tt)� r >to t..A PLr atfi i7•^t��;OF4 Sfi'ET §4 _ € _ SECTION X4X4 AN/. 451 t �EfJD- & INTER1dR MU1 Lt€JPI Qs. £ .; tYiit)E�`"tATI£7F' iu. 1) ,lie b 1 )/V-1 £j2 K9{3 a2"�CC€37. Al Ufd., s SSM#DE' itk1L(E€ HOT SNOFYN. FOR E(ARI€Y F.W. �k W/ )TW 6EJI:_-.orj( �....;r..,.._.._..._.,..,.,-. SCREWS P.wL` o c TOTUTEE , 7 CCNIIN`t a i P t it} yG, c0l't, "t z.TF1 t4 REt7' , S Xq X4 ��.r,�%sais�€ s a ji` �. »Fl^ ',..T. � i" €/x 1 tT��.*:Qlr�r;t•�1. x 2/4 Ch•5t0E:Aj U)O3/4 01 Thx' CM 10'61JL41c ,,���� '�4 A.Tr, 314 t ji 'TZCRi"bt_fit€ — ._......z &(�} t KtK+1C oli ExFnws.Ot fyC€t9R _ . . vf s W EM8„pdE:F T6 POURED CAtaC ElE” �.. \�.,. .. I O WALL 1.'T TQF - LIALLII0UNT GN -.MULLION .G2 a ��Q41c,. e POUREC3'Ct3NCF?ETE WAIL Harr tcsn c m cwc,wccmac x¢krx+t EXPERT SI SECTION W d y 4r4r�a sza END&INTERIOR WALL MOUNTED MULLION.INSTALLAT[ - fi �R10� r K K��: an<��;' TYPICAL MANDATORY PROCEDURE FOR VERIFYING:F?RODUCT CODE COMPLIANCE RELATED TO ITS :INTO:EXIST)NG POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTUF STEP1 OBTAIN JOflSr(E°S 14.5 D,DESIGN PRESSURE RATING(P.51;)FOR THE OPENING AND bFsIREA'SLATPROCEDURE'4 IF MULk.IONS ARE USED,BU C Wfo STORIA BARS SPAN tL`(t)TOPROTECT IT(SEE'GENERAL NOTE#2 SHEET I). 1,MINIMUM SEPARATION:TO GLASS FOR SLATS IF MULLIONS ARE'l STEP2.ENTER;TO CHARTS(2n„Sti d (b!,)-THRU JC..O,N$HSET 15 TO DETERMINE 6ASEO ON AN,ire: BE SASED ON HAAT le ON SHEET i5:.IT SHALL BE,MEASUREI SLAT SLIP*(i+k�NCHOR'TYPE AT SIDSRAILS,A.S.D.DESIGN PRESSURE RATING ox.f:);THE OF SLATS TO.GLASS. REQUIRED MN(,SLAT,SPAN'Vfit., 2::ENTER SCHEDU4S`1a THRU 2c ON SHEETS'24.25'&2801 A,S.O, THE F..OLLOWMNG JNFORMAT,ION IS PROV113ED AT CHARTS;.T.THRU IC TOPROCEED WITH, SPACING(MAK;,I2',&OR Y).AND DETERMINE,MAXIMUM MULL, PRI00UCT INSTALLATION VERIFICA"f IOI. INTERPOLATION IN BETYIEEN SPACINGS FORA GIVEN MULLION ORIENTATION: . ENTERA.S.D,,DESI4N.PRESSURE,RAnt4G.:SEESTEP.(I)ABOVE. 3.,SEE SHEETS 10,t;aA,i i,11A;12;12 'SN (NG A.i3.8-(3A FOR.REOUIREt }Mt FORA SPECIFIC;PRODUCT MOUNTING INSTALLATION TYPECLUOANCHORTYPE:THE TOP&8OTTOM FOR OLDOR TO CEILING(T1W ED OR 4LL M01 FOLLOWING;OEFINITION FORSLAT SPAN SHALL 9E.CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE t���:��:,.�&.G3): LVAC THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICHA GIVEN.Ire SLAT'St IP MAY BE PaOCEDURF 4c:IF BOTH;STORIA BARS&MULLIONS ARE.USEO USED,fOR A GIVEN ASD.DESIGN PRESSURE RATING, is MINIMUM SEPARATION TO GLASS FOR SLATS W BOTH STORM Em • JdlNIh1UM R60UJRED SEPARI4TION TO GtASS 1S PROVIDED ON CHART Ie,PROVIDES&EPAPATI,ON. SHALL BE BASED ON CHART Ic:ON SHEET 15;IT SHtsLL BE,MEAS T O.GL ASS FOR PRODUCTS WJO'OR WtSTORM,OARS(SEE:STEP:A),; GLASS:, STEP 3:OBTAIN INFORMATION ON PRODUCTS:SIDE RAIL ANCHORSPACING REQUIREMENTS FOR, '2;ENTER TABLE I ON SHEET.-22 WIA.S.O;DESIGN LOADAND STORK CONNECTION TO EXISTING.STRUCTURE FROM ANCHOR SCHEDULES:Va Vbl Vb'ON SHEETS-16' MAXIh9UtA,STORM,MR.SPAN'(HEIGHT); THRU i 8,ENTER SCHEDULES.-,NTH FINALLY DETERMINED ANCHORTfPE.SUBSTRATE,MOUkTING TYPE.A,S,D..OES.IGN,P$ESSUF2ERAI LNG& SLAT.SPANANO OBTAIN MAXIkiUk7 ANCHOR SPACING' 1,ENTER TABLES 2 OR.3 ON SHEET.23.0TH A;S.D.DESIGN PRESSU. (tNCHES,ON CENTERS).SEE GENERAL NOTE'T'ON SHEET I FOR ANCHOR SP,L-CS:, SPACIyGA D O£TERhfltdE APPLICABLE OPTIONS FOR'STORM$fil 8 BDTTOk1r OPTIONS PROVIDE,ANCHOR SAECS AT ANCHORS TYP STEP A;IF PRODUCT;;INSTALLATION INCLUDES STORM BAR&MULLIONSPR STORM SARS 8 MULLIONS,THE: TYPES COVERING PERMANENT(ANCHORS-4-:S D)OR REMOVABLE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APP LICAULE. 8A CNOICE,OF 2 OR'4 ANCHORS PER CONNECTION DEPENDING E PRO-YEOt1RE da;if,STORh(RARSARE11113SD 4..ENTER'SGHEOULES 16 iHAU.2cON SHEETS2d.25&28 iNIA.&D.D: I,MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL 8E BASED.ON MAXIMUM MULLION SPACING(MA) ;1Z'.8'OR 7),AND DETERMINE CHART I,c,ON SHEET 15;IT'S14ALL BE MEASURED FROM BACK OF,SLATS�TOO GLASS. (HEIGHT)V,11 ALLOWASLE INTERPOLATION IN BETWEEN SPACINGS. MULLION.TYPE 8 MULLION ORIENTATION. 2:ENTER TABLE I ON SHEET 22 W?A,S,D DESIGN LOAD;STORM BAR SPACING:AND DETERMINE MAXIMUM' 5.'SEE SHEETS 10.10A.11;1IA,.12,.12A,13:813A FOR MULLION CONI ALLOWABLE STORM BAR SPAN(NSIGHT). BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR.WALNGL MOUNTI ; . FOR A, MULLION Ty PE{G�,-G j Kit a;ib-))- . - 3.ENTER TABLES 2 CR 3 ON SHEET 23';WITH AS:D.,DESIGN PRESSURE RATING'AND STORM BAR: SPACING AND DETERMINE APPLJCABLSOPTIONS FOR STORM BAR CONNECTION TO:CONCRETE TOP Ys BOTTOM..OPTIONS PROVIDE ANCHOR SPECS ATANCHORS-TYPE LEGEND FOR,VARIOUS ;PROC£pURE pER STEPS-1 THRU 3IS`SIMILAR FOP.INSTALLA' ANCHOR TYPES C.OVERING.PERMANENT(ANCHORS,A&D)OR REMOVABLE(ANCH6RS`BA G). STi2UCTURE,S SEE S}IEETS 2118 2!FOR LIMITATIONS APpLICAI INSTALLATIONS&A'CHOICE OF 2 OR 4'ANQHORS,.:PER CONNECTION DEPENOTNG.ON,LOAD AND i�ppd ERRh9E STRUCTURES. STORM BAR SPACING. i��µtnttNrrgtk�ryr`ji +� ��G .SF ;, •.. nuts�LrTea;a�: FLOIROA SU �L E"CQ;16Lc,: EXPERT $! 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SMUCTURE WfrH 3/8'i,K k BOLT 3 ANCHOR OR 5/16"e TAOCON XL'ANCHOR INTO; -��-* POURED DQtsCR , OR,GR£Ir F 1.1.CD CCLL'CCg CRETE Ht0 it OR" No..44187 111: E C q iac. WITH i/a c.TEK swr,Cws Al`MULUDHs CaNIvEMIOr7. Mi )O Pc "''--~~+= EXPERT S YrALL b£U,"4TED TRdpPEO 77£1SNTED, ANU f3t1f3D (fUT',O`Jt4tED, ' (' Mur.ies4LN rt`..>4QWCceniGe Cq ePAW 142 { • x ... •�4r .,rnw cxxpxri-+aw tw:fe�a-aa 3i W.XIµ,1td S;. T SPANS FOR INTERMEDIATE LOADS MAY;LE {3 'ftp X94 "tattt� a urge'.ae aGoa r, c fam OLTERVINED 6Y Llk W,(_1TERP£tATION:6,ETWEEN ENO VALUES: R, :wrtr xta?•. MAX-ANCHOR'S SPACING SCHEDUL:E,Va FORA GIVEN PkODU6T.MdtJN7ING TYPE`W/3iV'O KWIK BOLT 3 ANCHORS To oOURE6 CONCRETE WALL.ASD.DESIGNN-PRESSURIw RATING&SLA WALL MOUNT SLAT.SPAN RANGE ' . 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" _t.,/.._2,.- ....__ . .. _...�,.. 9. 9 97 rsat:-tAo 9• 9 9 6` BUILD-OttT`tviOUW TwcW SCAT SPAN RANGE CPRE 0'-4'"t' "">'4"-5't Y 5'-6.'t > 6'-7't. > 7'-9'"t' > 9`-12't > lY-IG"t PAM I £ ' E E7, �E E E E E ✓.., H E E E 9" $. - " 9" fi. $.. �" .. $.. - 9" 9" ,9, 7. 7. 8". _ _ _ _ _ a 7'ijz. s s sjs S/s .:5 5X8 5 5/8' 9- "_ s" , s vja s 5j$ 5 s/$ -s:51$"5 $/e. - - >etutOs. 9` .._ 9' $�._. 6 .1/2 fi /-0..b 3j4.. :5 5j8 5 5/8 5 5/8' 5j,6 " 5' 6 t Sje s'Sj$ 5.5ja t12 _`$ ......8 6 Ijz G! - Y .7" 5 5M b'3j5' 6.31`i 5:,5 5'.5ir&`'5,5/9" .�.`tdu4piiA7�ygJJ� ... itCRiOA$1 i/rQO�rr c3asn m:ccb:�+o. 3 4:5L u;stat�CO amnr .EXPERT S «. 411—u n.".M:! :wawa.n_si,a "t5Y ::3� ST "�I� Ott' s...s.. t��•,�M: •t4,+ s a- vt.-ac:x ea* w+sr�Inas . �tJittNlitNt}xti}' - '- MAKANCHOR'S SPACING SCHEDULE Vb FORA GIVEN-SHUTTER MOUNTING-TYPE WJ 5two TAPCON XLANGNORS TO POURED CONCRETE'WALL A S.D.DESIGN LOAD&SLAT SPAN-RANGE t WALL MOUNT StAT'SPAN.RANGE Romd`-a't >'4`55"t y,s,-WI >W-7."T > 7`-T t s'-tz't > r2'-7s,,t 5.16.,20,,tt No . —40 $� -. 7- tin >at-tom 6, 6'_ __. g. 6 tj2 5 3 3/4" 3 3/+' = SiAT 1f � _ a�:ASH M SL 4 tf2" 4• 3:314-- t - Su ON IST SPAN QEFINITION; TRAPPED MOUNT r<sn SIAT'SPAN,RANGE :V� 4't > 4�-5't••. >:S.Yfi,;;, >Vr t. > 74_6,.t >•8'-72':-t _> 72":,_16'.t >:t S:-2d'1 :'SOA: b" «6" � " .. 6. 5 1'2" 7/2."- - 4 1J2• . ai ti 6" 6 g 6^ 4 3f4' S.3/4` 3 3/4• - >4cs,m 6• fr 6 a« 3 Z/4- .73 Jd_3sJ4 61 BUILD•OUT'MOUNT StAT SPAN RANGE E t 4'-S`t > Wr,'"t. >.6'-7't >7'-9'f .. >'9'--t 2't >'72'-16't > E) (E),E . ..:E E �E E Y.'aO,Ct 5' 6• 6 5"" 6'. 6 - - 6. 6' 6' 6«: : 6'.._ �'"_..<..:.6-.. -6 6' 6` 6»,- S' 5t/" 5 1/2'4 1J2� 4. 6..., + ` :6. 61 6'. v 6" 6- d 61 6 6' 6' 6 - 8: - 6' Fi. 6 G» 8 fi", fi" .a" t" 3 3„J4. 3 , ?+..3.3j4_3 3f4}...,.,._....• 3:1�....._..,�..,,. 6' 6` 6• 6" 6" 6` 6 6' 5 3/4 tf2. a.tJ2` s 3/a 3 s/�' s,!a 3 aJa 3 3/4 3 3 4' _ s^ s s tf2Ja —5z/4,-, j./_w� 1/9 K t/a 3 3/y. 3, J< 3 3ja^ 3:3fa' -:..._ 3^` Ti ' 4�2" f�t J2s 3''S rv4 3:.3/4 3;1j4' >,t,-i+� �� 4 a aJ4 a J4 3 sJ 1� - - i,i:_a6s .�.t/2 4 iJ2' 3 3 a 3/4' 3 aT" ,�tNitlttAQttttrii�iri AtQft,Oh f31 �fi•� :•. t1,.�,SY�i,.�i d,2O/5'F,It'('C 6YC. 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S.�3I:�.�Utt Y t'.Ci K.<F Nwa>•+al ,rid++"•� a�.+,�iy'£,: �O�hst f ;t57-' -as,wri SLAT PBRPORMANCECFiART'I}1S ' .Ick jC7tJLY.67A.11[1FdFi,V24Sl:iPi ,SLATPEtiFtiRt'<4ANCE :HART-.I A: ,k,11cl',(QNLY-Vam-pORy4-su?t A9�G3SIPt1t1@.7SLAT SP,4NAhiDM1 GLYEN VOOOD GRADE AS D.[ FORA GNE"WXIVAlV ASD,DESIGN.PRESSURE RiTNG to 3,4 AND sliuTTER tlbgmk OONOjji GN,FOR P�?4 G,td�NfOAkll.4LatA.SD DEStGA1 PftE5«UiiE RAlTt�(,�.sX;AN�.."u71t77T@R MG7JNTC6liCh`flCdi KGR SHUTTER MOUNTING TYPEFOF tNSTA1LATY0NS:YYT STL'?RMgAR3PER OfiTAitTa£LOYJ iNSTALLA7104&VrO STOW BARS PERVETAIL I SELOW AS PER LIMI* GNART IID u CHART Ilb'1 IISB',R/ CHART.IIC 1 Ls��w vtso'wjKw wsra �z CHARTICIObi Ls mus"V"tom+PON AN);FiSAL T Tisa imp m amomm"i asa bia wx w AMIX t6E WOTUN p=II -Au i�siAXlfAhs PRSITKtASX. tSpOD GRAK $1150lTAPCbNXLANCMDR• SM,SLAT . 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Yt7 54.0 t ta-Tt i0 0 iO O 7'-tf s - ,'M5.0 6p,0.«. to a "`,a c .ta-D- 'e•=a^' s.) ?" saD+*` 7'-Sv r=3- -. r-3' o z' - 1' ,_..u`':fa- �' f SLAT PEL?FORMANCE CMAR7 IIII::(ONLY VALID FOR Y78`Sl SLAT PERFORMANCE CHART IV'..Oss THANK"SuP} r k FOR A;GBG"140t91MVMASIX DESIGN PRESSURE RAjWG;A 0.f AND.SNUiTER SA;}Utii 00-m'TIOt.'^FOR FORA GiVEF(ASD.DESIGN ICAO to a I,SfA1.TER UOUNTCDKi 04 R4CIVMNCi t j INSTALLA'ii4NSLY.'O S70POA IA,RS.MR GE.TAA.2 BELOW AfW4*0RTYPE AND FOR WS)rAUATIONSYLO WORM SARS FIERDE'TAIL 2RECOIN CHART Ml' m CHART:V/ HIC 1 � - 511(ro TAPCON XL ANCHOR :i t 'tom 44A77RC89}91 Y.+ILE LESN'W Rr3tttE ltfiik7GUNE(SII..t010, a.i._...: .:,,.i - - Li£E s)AXaeua PO`S1hiE,i.L.C: L5£,itA'aiAtAi YAM LL rw=.p0wK %NKt n."U 51tb'OTAPCQ01)LLjcNCHOR UN,SLAT' tab YMl!E Aw RptTK ASD.,LM ASA.Lt.LtD:sYAtLIC xtu+.'. r - YNL:SLAT Last SCAT i¢s: ntmc« )LAX'StAT SPA.M. *`'.. REA4s3�Yx.LS•T.M+0Y0'r[TO - SPAN 5PAN m aAsz ucmta>r TO +sst k + A4A Al 'LswC'{Frl: (R} To B+LK OF suT'(} t cN Uw,{FTI-LJ�.'{Frl s�ac.cr:aia,c t *...m�,�:�`:��;: wi. mvla-m QM*N ` max-qvr ;+ W/o SrQRu ta1Rs tpAD *new pals HjtZ S[D)at.sus Yt't �j RaaJa NaIAT W/' *l, �mara-oatEP$? fro) "s.., wctoxa+as wwo:mNc ts�A.:; Ion. . m i�a�zcaF au wGrcsn)tsm wRsa) i wase) +-3 s' sss wsa a ur wn s t-�' + DETAIL 1€ELEVATIM 30,0*+ T-G' -71-t..-. 7._$. 0.:7- i' .....,:.. ..1.... 30A.' - 350:.w -a'w.�. . a %- ,a,_T, e+_c- i`' $' Sftt• 3SA.».µ .....�,_3" ...,. 40,0 A NOTES 5. 54A"�" & 5 -$ 5 b'-6 .5'-9. S� 5'-5' ARM''L NDtC901 l X. si 77",..y IJ:a)C Y: S:'kCilC ^aCl#ECL 80.0'+` s li: WA)LAVLE.FOR TXF LC LQACr. r>Y J7MAXIMUM AS-D.DESiGN COAD VS WbM GRADE.SCHEDULE: t`WOOD FRuri,WALL IQ `.WUDfM WA,*-M-VJ7H IG,0.45} THi: L0;ZIDA UUIL.)NG.' SCUTlEAN,PINE#2(Gd+.' ) tly�c.d�'A%EhINV S!inL D04i2A4=FA2- LtM(G-aAQ as. swaki Pit F2(C-c.55) } : 42, SIAL 9EFlNtTtDN vcr _sce,n +PINE rz tr* 1 FCCR(DA st I iG'-u f R'lust#R P 3 s` - ft�:'r .:.,. N. C 277>S ssEE3 s^iG - VAt tkDa#'011 i °' "fa INSTALLATION INTO WOOD FRAME STRUCTURES `� 1�C Nse IL ECLxFRr s '* t,"";"11t`. 9RUT TE5T1kC p 4PG114SRWa I1QUFaryti Lrrrw.Vrri z n n5ila tG:'• i> z.. YtJ ,{2J 6'.Y.=*'ztz �-Ot S�€ €jl• �+ e t. me ox".ccm ,^�+.a�:IN r rk-11 src;tEr�u;.T: f7 (�ISA v ,:.° r" Pe: DETAIL 2{ELEYATIONj .: - /lttitet)fsifsllittll�. _ MAX.ANCHOR'S:SPACING.SCHEDULE I FORA GIVEN SHUTTER tyM6UNTING TYPE ,WOOD GRADE.A,.S.D.. DESIGN LOAD(psf)AND SLAT SPAN FLANGE ;WALL MOUNT&BUILCi`4UTMOUNT TO 2"A"WOO[I STUD WALL MOUNT TO 2'!x6"WOODSTUD WITH MINIMUM- 0 PLYWOOD (SEE DETAIL 1 br(SHEET 20) (SEE DETAIL 2:ON SHEET'201 SAT SPIN RAS STAT SPAN RANGE WOODGRADE � WOOD GRADE w S;IMERN Prue.#244 sOUKR�Mt4€:J . _ t�M�:55} 50 _ ,�» �w�. �N�. ��, $3/a"_w�•�j2" 6Q 6 G" S34- 5 l ili J 3f i" DOUGUS FiR�SGIF(FT 3D.G. s.' t1WGLAS-RR-50LMI s o:o fr w ' 6' b' <d4" BRUCE PUi£-flR-_SOUTH 6.. SrRf1€PSH£-TiR-SO .s4.0 IG=0 G=6:3E d BUILDOUT MOUNT`£O`7"6':`WOOD STUD WITH MINIMUM 1&'PLYti1VOOD- (SEE DETAIL ON SHEET 20) 11Nd64 SLAT SPAN RANGE WOOD. GRADE d-4` >,4 G` >64 iUF9,f:X,°YOUM2 Y. Yfs6Jf Ys' Y3DTX, iWtitFf'x 4WK{-.Y!' 1i�22-°I'.E lQiNt-W'�'YbWA XfE YdRaT,C iKpM2 ii fi U/RTfR e:34:G' F,^ 6" 6,. G". �., 6« fi.• G".. 6" 6« 6< �w SDI]MtRN PiNE #2 4d# P. 6 G" 6" 6 _ s K j. 64. G" ,1r" G" fr" 5" a" � 3r'•4•" a x�4r. 4" .a.. �..,�" 3�.,.,.. MUGLAS-FIR-S{IUFN _ G' _.S" (G=0.46}. 4r� G w.. �._ 6' n..._ s =f"r." 5. ./2" 5 tC2,` 5 t/2"V " t/2" 4 t(2" 5f! PiN€<FIR-Sr%nM 30:v G. 0" 6` 6 6» 5w (» 6,. v w 1/4' G-Q:3sd: »>toll ffu MAX'.'SPAN MR SLAT. FOR A . *rr1`rrt�� Tlt�iirf��yr FL01�^H 0u Qf,,FEN A.S.D. DESIGN LOAD SHALL b :E%CEECi MV. -\GEN 'p S6 SLRT SPAN ;NGICATED Oi3 c ----- LAT PERrOMANCE CHARTS 56iA.4N20SHEFT. # CGvtNMaCoEnRH..vrCaKoC4tG,Mn IER• SI 1625 Ff ,tU ro txsk tsv uaxn_txs, yeti +•.�} ((,.� E .)x 1xSw 6"LJkM a 1895: 'le ...-�a