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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 2 �. ri Deparkn-tn t SCIS Home 3 Log In ?User R"Istration Hot Topic Submit Surcharge Stats&facts Publications { FOC Stag 8CIs Site Map s Links Search '. Bushes . I t�. P �� 4USSK:Product Approval rofessii t Public user Ccion Pii i Mann a Prrs3+ gy 9stilin:g saarcn>A n::+ih;is test>Application Oxtail - FL x FL12246R3 ti3 1 Application Type Revision Code version 2014 Application Status Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 349$4 (772)871-1915 Ext 106 t:allexpert@aol.com Authorized Signature Michael Helssentierg callexped0aol.crn Technical Representative Michael Heissenbarg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CaliExperteaol.com Quality Assurance Representative Michael Helssenberg Address/Phone/Email 1626 SW Bilmore S1 Port St Lucie,FL 34984 (772)871-191S Ext 106 CailExpertOaoi.com Category Shutters Subcategory R03-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer q Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr.,C.E. Evaluation Report Honda License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/3112016 Validated By John Henry Kaminnann Ir, Validation Checidist-Hardcopy Received Certificate of Independence rTF°` i t ft_yL:.,j�,-C71-Surf Referenced Standard and year(of Standard) Standarg 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 or Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code http://www,floridabuilding.org/ r/pr app" dti.aspx?param=wGEVXQwtDgvzl NLe5g4OV... 8/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method I Option O Date Submitted 06/0812015 Date Validated 06/23/2015 Date Pending PSC Approval 06/28/2015 Date Approved 08/18/2015 Summaq+of products FL t 1149dail,Number or Name Description _ 22246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use 6n NVH2s No P.1 ' .`'.,iIn EX�Ei'tT I>-ItITTCP 1kT1 Yr..m. ,jL- hfif)l, r�Q.;,J,tn�" Approved for use outside MVHlt Yes =?�-? t31:trkf Impact Resistant Yes Verified Sy:Walter A.Tillft PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:State Missile Level"D"wind zones 1,2,3 and 4(basic protection Evaluation Reports j I only).Pressure rating:+30;30 p.sJ.at 20`-0'span and+160,-160 FLI2.246 R i At, EXPi R'T 5Fi;07Ep SERVICES,ENC:_ NAiTIwt, _p.s.f,at 81•0"span with 1/2"slip.See sheets 15,16 and 20 for additionaj h3'L N fit -TB.a�."T _R. LARD'{ 1;07 i.turf pressures ands ans. Crested Ind ndent Third Party:yes s � contact ::1940 1Wrth Monroe Street,Tallahassee FL 32399 Phone:850,482,1824 The State of Florida is an MICED employer,CopvrW t 2A47•S?p13 State of Florida,::Privacy Statement;:Accessibility Statement;:Refund Statement Under Florida taw,email addresses are Public records,if you do not want your eanan address released to reponse to a W blit-records request,do not send eiectronit mad to this entity.Instead,contact the office by phone or by traditional malt.if you have any Questions,please contact 050.487.139S.*Pursuant to Section 455.275 tt),Flnrk%Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email atkire i if they have one.The ernaik provided may be used for official communication with the licensee.However email adilmles are public record.U you do not wish to supply a personal address, please provide the Department with an email address which ran be made available to the public.To determine if you are a licensee under Chapter 455,F,S.,please rack hm. product Approval Acwpts: In is ER E u`cYIm v.i..:i:i:.tt;:a http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDgvzRNLe5g4OV... 8/20/2015 oo 1 '✓W~�a n :s ' fj •:S'•M S''0t4'l 3 4 3 1 ,y3t`3 .3�3 a' 4FY"N%. it�ds3N3 {yt tal ° grtaa cis ra tfi. t 3as � iraas+i •�cf" gNa.S' " aisd 3 t Stu aha s ��rwn sv /µz1�ad ay fat 4 Sf .s VW al l�cw 4 r os I �s�,�nwf �� Ks a n tawas +R: vra. as 0_ ra s as yrnt 3 t z" n i qp s3 9e: ..i� ;.-s tall~ •N y l y'Yi B -IS nqr-xa'tg' 5 a3�-A ' t�*T Op to . 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MlwwW a'W0 7. :t,1r s x.:naas.cUm rw,au dam:k.w.w» .a rrn a+1-asw c*z_4 sw $ STATk EIF tE,r•• eR czsr v y ., .... .,� +ar.aL • ric.i s-P r:. w+.. o-,r... w+v art.. ss..�w. w ' h'r+rnE�i Uw�NN�4 �R saXa r c SNLE& 09 i.5 GV ,k S.,= 4�s Cll1 5 vta r>RET[RR l I rYG� �1J k Pei .9''�.C'S i?t 1$3 7taC+�t FIt7CK'^ 5E �eu3JCS C'k`.,, caiceai [G .. :rsF;•rt[Lbtt� � -' 8, r f �'-� ?tixs•.._ ._.y x.x .. J� e ,I ! e 91 k< off, �l 4 j ':_#`ai=P •-.e 1125 t!a' +''•.('y y 11('ot_ t j{ t/x• wll op,t s.0 �r � 'f• (D} SECTION wl STORM BARS FLUSH MOUNT (wAI L I � ,-' MAPPEED_MOUNT. MILD-OUT MOUNT SECTION P-P BUILD—OUT M011N7 ssxe.s,+t.•,.,(PLAN). SECTIONS d-O (PLAN INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SEQIION O'—Q' (PLAN) ORIENTATION #1 i,fi°Fy 9.[�f + aB•.k.[" L�� 7,f1S° °j 6'A' •Fff _= D. WALL MOUNT END MULLION SECTIQ�I Q—Q (PLAN) SECTION Q—Q (PUN) SECTION R-R (pLAN)\ SECTION R'—R' (PLANT j ORIENTATION /1 ORIENTATION /2 ORIENTATIONS #I do /2 ORIENTATION 12 WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G.G3 G2 „ z.G J € I _.._ -�r f � .. � 3 I 4"�- x !fi' (w S14fl 2t, ` ° Al SECTi Q'—O' (PLAN) -HIS r- R?d u, ORIENTATION #2 WAU MOUNT END A INTMOR MULLION ��u[nunga 2 it D_ ati ra =.:� a; �... ;- � �•�`'�'C� r•J •, ,[Oaaa Fur.CuMc co,[{ficn High Ve ' amty a�r�cone za".�5 je aw ;q'k f z a:.+,a Aua e,. Q MpuNL(waul BUILD-OUT MOUNT !4o 44181 - _- Nautilus p RoiWg Shutter system SCIONS {'1'-D' CPLAN) "sS z r <r.` an= ,�i E E .c Kc�cauvrur ` EXPERT SHUTTER SERVICES INC, '}'." i. •� t!S! fkL9L R 2 }t9FRf 5y O�:•.; � (� ��'� �fxaw u�.o mbe. tu, t#�t R[=aitL 4< I INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS .:w.:�::+�•. E 9y��S`vr'�N t rr a-ra a ratm: a ` rs+w,. nn �- I V,p=; 4e, E9 ;� < 4Yn.L •.»...("'» ,I,.mg HX Td DPAK30.kND4D-$ (; ' k MLi'(3R�S co ?f.'fi i; '9F5* 'Er, {t1 alAo �.�,czpr aff 3 77$"4i t -R--PC; "Vf TA I,�NX2.A,Nr, '� w+C 5 ST'.E tAW 2 G.,$HUI 23 Uw L'A%M TQC ke aa oz, 060'v^xv 24'ae y EXTERIOR aiC6� T6 4L'GY` r iwJRL •acre, a o e 'rREC C�CRM_, , ALOWNU4 AHi E EA 3ME wt" {l'cm1 Ka) 5'mr+ n.4's'K FE1k}: 1 � s Sfi Bid'fi.�'Cdtti%L FH,.K R CUP A RCT �5 wcriaE2rNlGxx /Ji, . - 3 E'Tyn. r2a.k .0"ouj ..a -rpt err a r SECTION S-S - •..�Wwt A^Rtk A�o< [ "` M ter EJ2r DETAIL A X xa sffL.F.E. � 'k 41�..l&`-9-16 wuaa'rz E'N: UW, l�e,hr N,' wlibEi 70"iC "' iRzA]{h?vi FORrtGtCx Z *£5 1 Ri+.: t. .:Sr a S+:EkG-St 7'fa $'e s a"^...rt k rtt la*fCH47Rw d t ¢- 7"Mn FOR S/W.i 5C L 1 K".F7'MER W1, Ji,s# 4S°°114;11M{ 5:T3RV W. Z,kM:{Ze40VD {C_E)C, A) i O M t t a r M00n'% T, f c+ g (dl kw..-,Rs- rp QT.ERY ''dTICrr, 5 Ift�f�. stere=:. q6: BEYOND c ,� arina� 26vL ?4EM I� s _ MR k ANCHOR.$t3' t x K a, cekb f9k r10M -e � � ,c acrn;Lcs nH � _ ;a� N �n(w i w �• >i.;tS k W "" CY;.,. G`c;t�P�.,i ata:,np? r•� BEYOND C X n•r, _..., F5 °' rJftEftlOR S1 � ., �� t✓ 4 Al ta3�'uu&d r e, �t� r.;r; P""'`•- T cal _ �i+5 a 11110•w. b •ar£a (aT.TTT947 I m o SECTION S1 S1 ?rA�?f,?f9G'r"M, � ,r rc, 'tiAl'£s�'TCv; _.__ +•. .2�T6 �e"4 .,'� ' € JRTr R4.T tia C� r U Y? iw C fief rp♦3 � £hIL. RCdRai SEE' d`3E c TA"Y'Y tdf X..a �' � :,sN ELP,FT36f2N ' f WALL MO IN IY•F s StnA nac�v r +carr.r< �'�E� >.1d: itwifT4 h'Fe.Cle9tE axe., �raex exCL �'r ,t _k .0 �alfi by FIOQILEA 8UfL{72l-.^,CCU (Nv High velw{S,t#uniete+c Zer�e] '/6'.CA>< N ANOi r, ,t��•S ,.....Y• Nautilus p1,r}�'y) �y�" + '�h Cx+Mi _. 4A c J i.n /+o �C S Asa N s `r'tl� .i�iLN V�„' "y f 9 a u f l u s FA L. _ ta 4,C ,�., LS 't z N, C — Tav s e ,.w &,c T &"�. cXxr x�;.:s=r.,a> _ jf++��jr��'j��L� /� R*Ihn Shutter S tem 3 ifs &F, E»e _ t.8 Nin ECx s� „JWf lA M-A,.Ids-t,x �"= T IILIEC V iN0. 8 }'H r.r,,,•a EXPERT SHUTTER SERVICES INC. hUi >;^3ia1G t t84t>+YfiMG co—AN, � 5? FLOOR FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR :.'O�'. V k C8:3CK!?t9 F'fYK Ra`. F 9?•f .TY)¢."-'d.'q �Aw'NG ax SECTIONS\! EC 0:e .._fza{T) Jd"t dH1K BOLT LT ExPV,k' & «» "• t i _. s ins � MC_e�at5 It EN75 At1d;�%TiLER(,lx rtt+.Lir�NS "=(2' g. _j1 ` ��'v�{OR7CTT^`ttsn $t}ANu:N __�' MUSE KS` @& (f7p TWTA 4N 2'p i 3` �,i E M.ry L G ' FOR } /A"2 KWIK BW T2 E t>Juca=fl'v' . . . . ..... 9- ., _ a �� E t. -�- ams 0 .rMaxft u:,It xx. 77 Com.tk StJB j- C."YCE_or$.Afl k" Effm t �s ti L alum.*NC.E EA. S'u W/ ` x N•Sf lnt - ,.,., •,r,' 3'w3"t1/? 4"-�' � #Z;sjA A 'iRl!p"u175 }t (£OE# 7£ALLO a MUM. � `D tAtR,LdtV Gi& ( emgCv CCAICR�"E 3 ! _ .. — _,., AtiZ E rA say�/ i T }jA a Litt BALI TF` 0-!71,_ s ts'a '� 6 M«n- = I. i -> 3/z P lkw so TS 4 ij?" Ex-Pat<&r€t+Aa+CEtGR A"LEr *W+t'Rco'o 2 vuaiot.AZ,'&tr. /.t+ ,,•- _�.�_ W/8"M•61 lUSUMEN7 KWJK BQLY T2 L%WAH504 .�_.... 7 ^/x TO arrlRCD CONCRETE. -..3« «....... .....; ANCHOR W/C*tAn ,._...x. tii,R. TOP,&BOTTOM) ; ' EMt#EOMENT L`G R6i#REC - .�. ._.. ,G^ ,.._......} CONCRETE On,1',5P& f RGTTtlM,S ex5 txa - SECTION X1-X1 WI CGS* ALTERNATIVE SECTION X1-X1 W1( }+ u sLA�� j�'t� j1'1 tz 1 .�4. .INTERIOR MUt�:N) JE.ND IN R x gN t }y a'n s 7 1'rz ,n s Alum V.Ct..E EA SIX w; 1 M TO MUtLt� t a =" _. pct. T -�. (a'; py 7,.� Qj8 ar a_ 4�8 or W/£ L90MEti =O r._. PKOURCL CONCi1£"s`E Tyr. i c'EXTE�2 j f - Rj8 or Rf8 or _ �ALT:; P, i R'f S R' I v r 4 _A _ X1 X1 -s Fret-'c klay} 3'.J' r°*�V a (c,61-6 AL_ x �, N.—m AtCti, (J_Wj'() $^'A`m T''+r iT^'.3'W' ('y^ "+'wl i A^S ..X'US EA SCE W/ I2,Tl A-iR i <f( T RU KC 7s T[1 w-L,hn tf&{Zi U<a (WTK, aci. .< cxpAh&y a WT rz Exanw ca ` W"6R* tarn fvw'ww,-NT TO ` 3 ••2"u+i-2"-s ANCx If/ `ten.fkiY3Ct tEMtt'7 MCHOKuREO WiCRETE v 'QP k j t SECTION X1-X1 Wt�t� you} BOTTOM) t t kt;t iN RtQ MU tt «s: u,p 3� N,i7_. t lS Rt 12 U 1(7 SNI? AiU(l r4N �# 9N�_NY FN� ()R r.A '"> ALTERNAr#VES SEGTIC)IV X1-X1 WJ 'l ratf KIM Co. a ':.€r o ....__ .,. SIDE Ruin A.AND BOX NOT SHOWN FOR CLARITY` i« t _3 lir '..r-. teR,7j Tt<'P YiM B - t Ek'PAR'S�143,Y ..,,,,,,._......... ._..,....._........r� �..-........._ T;,?sRTAA Etiq,UlNc;CSW iNar:B}gh Vetavay Burr'+cwu Zomj �sJ�+Ce!(WS A L,N�aliCt M',iERIG:R iauCL1q`i5 4`:�& 4P3'I.ri 0 Zne Ir' ik ! 1 5"iC. •`pp r»� ori C 7G�9 WK0 WC. Nautilus` ] A4pwh 9�. "7 " Railing Shutter System fa t FLOOR'TO{AILINGITRAWEDMp KTING. M UIOn'Gj CSR .$�3} }j$* � c$if i>Xi,i�.�.�i IMI. aur SEC`,toN v ba EXPERT SHUTTER SERVICES INC. - SC +�---*^-•"""�" '9ULT tA'STtWi A f.MceM 4GNVFNw A. END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION S ,�p''' +� r v KR A� S w r.s r L on4 _ydo nczwN Na �".a:.C. s�£'� rtr�wTa tr: F ass#'. .w+.-z•r �+crr :.1W.c 1L' ME W API:lt,.Qt, '�. i-51+Ui?1^A t?i",41/8'.ont ALJ..TA.6F ,"OP& t T'4'1N,, >S/ �i 46'o T SOV'$ ku 1Q.' i �� V4 ext a'4w BU..L7CA 3'£K 5icWw� j A O D x4 C*C_GALVA�i M�—M 4tk. c G" !6tu+. _Me1UyEh. a 24`0, PY:.:arE:t►:!4-C, A if MIV�r_AM xf IF APPOCAMf .;jm'iY,ws rye,. `� 2^.a rz dein T"4K RECD. .. 7 .,rt Ater-s.D 2 ow (Cc 3 k%i V,, _ °CiVRrP GdSut,Htal. >' -. 8 Vi, TH Ch RL'!' ? EXIFJigR e. 1 kc� mq,, �„t7(1ERtDR z H t EXtEPogR _ _ .. op,t .>;r t t p x ! QJV pf O Vor Rf8 or ({ Rl8 orrsacr7 R 8 # R'/R8 F,' IA snr K� xW+U! as SM, '� 10 cvE T APfi,F AB.f 'WALL i awI ii r�"a�a M € 5� E .►�t. !..�nMAY SECTION X242 W1(G)OR ALTERNATIVESECTIUNrX$_M !LL .0)OF2 � w yet T -u LENDIN7(Rl N� clk UrfI Ylt;1t4 b 1 r 1 E g,o � Lttb• - `_ E Y rHLIILS F° « SIDE RAtL b NOT SHOWN FOR CLARITY P �Ylt'itdX` Rx.w_v ,�- Lt+r�>L 9"Dirt. K '-tO' P I t X2 X2 K Ad"', 'u Y.;. rt, h; 2, J:z'�T,44J KL`s Tz v U''A^1 11ffIiHEN$rff�k FLORIDA OMMNO CODE(tion Ai"Veic.�ty R,,/cane 2,,< Wf rc-�� A f��•eau. .'' Fm 10 0 po,tCN :er m W t ' � (Kilom) `` Nautilus "AL�. a Rolrmg Shutter System WALL�ncwnrT� .MULLIONS��)OR :� -�'� / t iI.IE C O frc. � �n POURED CONCRETE 4VtALL # *1 EXPERT SHUTTER SERVICES INC. SECTION W-2 _ �•tir^. rav res kc s cM w caunAw: Z Ps•za 5V;5 F.."CIEk':FC S'P 01 t y .amr 5lC v,fent M. @SRt V U�IF f�,,.19d< Z E��, IF Q^`,.�. - m1 WU^.CrirD %Key iSS3 N iW -1.Y Ii921 t?J-.+3u'� 'MW(Wr END R INTERIOR WALL MOUNTED MULLION INSTALLATION - ue(��/{"�-....�_.+.trR PC rtf 46i. j �[wn+h wR '• lJ.,�,I' i,��{�y � "'.GNiY'Jl 1 Y,f It 1f aA. SNCYA W' Err ... ..._--..�'^Ee.t•-£i' ,....«� .. ,cy^Vr }D...... ..... Fi,'R;})}fR"t+ KWK r�: �"{"%XF;Ati;dCA AyCfet'Wj 0:.t.t.1fEf,L;OiY ANiiE E:A SdUE Wf X21 a F.-'� -•..-. 'Ati4'-*i R$+�IpTFRw1R NJhIN 3rfA-'a TtiRJ F,Ch`S K) Z/x"* Kwl BOLT"7 E%PANSI;N UKI JiS-W ••_�•{. _ JW LS StA�t' A4^Chwp A 7 g fAi+s. } RW.b'°4'YL` '7 i 4t'FtCA4lC t„NiCRI?T, vpp ttop 1 EC Cf', S kat i1}n_) I Z. 0 S y _ 1 S,lAas SECTION X3-X3 W/ 2* + L ND i.EULl10N QN Y„j � E>OER10R ��. �• � iV�' DRi NTAT! �_�) , � r.F. 7'x 4 1 s � r X3 X.3 ry r 3 r m; F;. .. ... €(srott 9' }o� rw-jl-w 3 s a�°z'gc c:_r�ALLOY) E.c. nsn� ANCLE CA Six vt/ d )a;A'0 �+on ut..:z £n SID', .5 f?) %�q,f _ i4+l HUTS 0 MUatd,N dtk(, BO 4a 70 tJ.w4 i; ,dk ( II 1 PCdJ4,1 Iw. WLT¢ }E4 t 7**BOT-T ExPA1.sdcr. >2; brd b r.4, ecco,t. x,,&w_,N t } e 5 U § ¢'�'t O;!%V/r ion EveCc N, 'C W,:{R Yi (-M n EMBCV NT f{; ' s�t+.,n d,X d:EO'�3. PJLRG P:,^CRVE.(iyr, -OF k P"ro J � r F(FT74lF} BOTF%iMg r �iNT R � ,NAlil Qui ON �QR_�AUIL�QN_ N f t ALTERNATIVE SECTIONS X3-X3 W12}+ / `}<f tilu ? F,'2 f2)3.r4,a 'MK8001, X rriC' N SERE RAIL :AND BOX NOT SHOWN FOR t gM�b"�f�f t6ARITY .. .._. 8 R ii.- �» N`v t.3 - rra r `„� A.�I� �._ ._ _._.__.. ...._.�.m..T-._.......�.�.... 3J6 a w-.ax 9tAi 7 EiEA a' � ,,..... �y FL Y:A BJ L}:qf G GCSE Ncr B'A vv1 0 $rd aTa Z.. AnC}iOP� iS£ro'?ba,F3.>Cfi� � $ "� y p ) ya�] NO_4� Yo« * Nautilus 11Ma i Ne EXPERT SHUTTER SERVICES INC..FLOOR TO CEILING,TRPPED MOUNTING:MULLION Roli9 shutterSystem SECTION W-3 te "fi' Rl�}P der 3 •+.,. crxs»< + sa. ,a�+ 6:. d :.ve. an wc.m END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ` ti. F� r� � t h TRF M, a Y1ew.a. �+ i«urkR E x�E,r i_. A..UM ;u3' "ri"'F R 8 7ov w-" �Yl C ?SA'4x7fa-t1SC' (p%7kK �EKS 9t`6"4 TA-£�1P15 :5;, Wt t 1�' %F�, tv8ECUEF* W 24 a.r. PME X AAPPOZAel 1 TSA' G" F ;s1i?ED G^N3;RETE ice ..._ E'M.e fiN 'K REVD, �" EXTERIOR EYG CFP is 4f- t A AJlr,:E Ch SIMl us t k;lrvs Az r a E r n rEO MOUNTED Y�y fcs f,.CE F S AAM_ i, PER Srt411, ,.tet SHE A a� ,} SE EXtr�oR CTION X4 X4 - W!�"} F IJiG' 011,2',='I- o UMITY RAIL-D�NOT SHOWN FOR CLAP tTY r X4 X4 ?Ts'-.,as(✓%:".w� ..is ..._ ! E j? p-w,. x:,v�`�".r;� p j"< ��N{fAN/IIA/tt it Out ED ..i A' zf&z �(b sG^ Fg sL..GT t'to Y J!,' J. t\�f A.j'j >r I fA vue +r i +'a h� E�xTs c uJu c r` �� . .�11�� ri.-MDO,RUUaNG Mi (N-High veno-fay rlu�n�r�z�.oi Aso WAX CL T-Z "PAkS -ANCt"— ••• �)/^f } C _ W/ s sc_ i'T+6�ncEi.' r r c.:�Ul C..taVi3 l z ¢zcs�e,.rccr.a;r I V V�,..) l J ..wa f+.. "CNi ( sae dd1B7 A '�� Railing Shutter System �.x WALL MOUNTING;MULLIL)IN 4a2 Lk, ?k L lldEC O tN-. \ An PCOUREL?Ct}NCRETE WALL F th-L";t5l,r a t.0wiim»c cn P.r EXPERT SHUTTER SERVICES INC. 3ECTIONVL-4 iit�:""° y x `" fn s PW Vfav+rxxE mitt ;i END R INTERIOR WALL MOUNTED MULLION INSTALLATION RioA. �' i��"" x` ' .>" v �i„US < �• � TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES STEP I OBTAIN"SIMS AS 0 DESIGN PRESSURE RATING tp,$,f-)FOR THE OPE141NO AM DESIRED SLAT EaMiDURE IF MULUONS ARE USED BUT WIO STORM BARS SPAN"Ll(ft)TO PROTECT IT(SEE GENERAL NOTE 02,SHEET 1), I.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SMAu, STEP 2 TIE S aiylb & lb') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2- BE BASED ON C14ARI le ON SHEET it, 1 SMALL BE MEASURED FROM BACK SLAT SRLTlP0tC�).MAl!.O"R Pe AT SIDE RAILS,ASO.DESIGN PRESSURE RATING wsly THE OF SLATS TO CLASS, REQUIRED MAX SLAT SPAN L'O, 2,ENTER SCHEDULES la THRU 2c ON SHEETS 24,2S&26 YIN A.SD,OMN LOAD:MAXIMUM MMUON THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I IMRU IC TO PROCEED WITH SPACING WM12%W OR TO,AND OMRM44E MAXIMUM MIA SPAN SPAN[(HEtGHn YWALLOWASLE 2 PRODUCT INSTALLATIONN VERIFICATIO . WIERPOLATiON IN BETWFWS EPACINGS FOR A GIVEN 9,03},MULLION TYPE& MULLJON ORIENNTATION - ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE 3.SEE 514EM 10,lak i4,IIA,12,12A,i3&13A FOR REOUIRED,MULLION CONNECTION DETAILS AT - FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE.INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING OR VWL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SMALL RE CONSIDERED: TRI; , $M) F CONCRETE FOR A GIVEN muLu IMN Lmw THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN IM SLAT SLIP MAY BE eR20M 4c IF BOTH STORM MRS Z MULLIONS ARE USED USED:FOR A GIVEN A 3.0 DESIGN PRESSURE RATING, t MINIMUM SEPARATION TO GLASS FOR SLATS tf BOTH STORM MRS AND MULLIONS ARE USED . MINIMUM REWRED SEPARATION TO CLASS IS PROVIDED ON CHART Ic,PROVIDES SEPARATION $KALL BE BASED ON CHART to,ON SHEET 16,ft SMALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS ftO OR W STORM BARS(SEE STEP 4), GLASS- MP 3: LASSMPl OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REOUIREMENn FOR 2,ENTER TABLE I ON SHEET 22 Wl A S.D.DESIGN LOAD AND STORM W, SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES V4.Vb&W ON SHEETS 16 MAXIMUM STORM BAR SPAN KIGHT) THRU 18 ENTER SCHEDULES WITH fINAM.Y VETIEAMTNED AW-40R TYPE,SUBSTRATE,MOUNTING TYPE,A SO.OUSIGNPRFSSURERATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 1 EWER TABLES 2 OR 3 ON SHEET 23.WTH A.S D,DESIGN PRESSURE RATING AND STORM BAR (INOHES ON CENTERS)SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP A BOTTOM OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR Si EI A If PRODUCT INSTALL&T)ON INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS, HE TYPES COVERING PERMANENT(ANCHORS A&0)OR REMOVABLE(ANCHORS 8&C)I INSTALLATIONS ZOLLOONG MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONIXCTION DEPENDING ON LOAD AND STORM BAR SPACING PRO"ggyAE 4a,IF STORM BARS ARE USED 4,EWER SCHEDULES to THRU 2*ON SHEETS 24,25 A 26 VV?A,S D,DESIGN PRESSURE RATING: I MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SMALL BE BASED ON MAXIMUM MULLION SPACING{MAX.,IZ,VOR 7),AND DETERMINE MAXIMUM MULLION SPAN CHART It,ON SHEET is,IT SHAu,BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)=ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A CNEN MUILLION TYPE&MULLION ORIENTATION. 2 ENTER TABLE I ON SHEET Z.,I,WkS.D L)EStGN LOAD,STORM W SPACING AND DETERMINE MAXIMUM 5 SEE SHEETS 10,10A,11,1 lk 12,12A,Q 9 ISA FOR MULLION CONNECTION DETAILS AT Top A(I-OWASLE STORM BAR SPAN IKLIGHT), BOTTOM FOR FLOOR TO CEILING('STD K0I OR WALL MOUNTINGS,Of MULLIONS INTO CONCREn- FOR A GWEN MULL*N TYPE J0,M.d2 3..ENTER TABLES?OR 3 ON SHEET 23,WITH A.&0.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS PROCEDURE PER-STEPS1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&0)OR,REMOVABLE(ANCHORS 8&C) STRUCTURES SEE SHEETS 20&21 FOR LIMITATIONS APPLIC-ASLE TO INSTALLAT14DNS INTO INSTAUATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING, WOOD FRAME STRUCTURES, TIJ COX fN-11-gh vgw,,ty pr� ta st I N;P � I Nautilus RoItkq Shutter Systar, **: IL FE-CO Z- Z mor Cn.�p EXPERT SHMER SERVICES INC. l- I �w el Nps..-MW071 flAl r.: W�E I rt 14W REA MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W1 M"O KVVIK BOLT 3 ANCHORS TO PQURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING$SLAT SPAN RANGE t WALL MOUNT WX OtSA STAT SPAN RANGE MOM 0'-4't > W-5't > 5-6't > 6'-7"t > 7'-9't > 9'-12't > 12'-16't > 16'-20't twx(ox •,30,0 9" 9. 9. 9» 9' 9» >6•-bo 9 9 9 9'_._ 9 8 5 5/8" 5 5/8. SLAT__ �... -.._._..- ......__ .. _ _ .._.,. .. ._, ... ....... ...... i r __.. `. 'APAP . MAX. SLAT SPAN FOR A >61-iQ$ /2" 5 Sja - r».....�.._ Pa NEN A.S.Q. DE$iGN 9 9 S 8" 6" - - PRESSURE RQM SHALL tlE0Eg EXCEED MAX SLAT � _ ..._ AN INDICATED ON SLAT S7' SLAT PAN }fFI!IFIOPERFORMANCE CHART ON TRAPPEQ MOUt4T SHEEP 15, OEC SLAT SPAN RANGEpamsm . W 0'-4't >e-5't > 5'-6"T > 6'-7't > 7'-9't >9'-12't > 12'-16't > 16'-20't umm >12i-140 .9' �" q- 7- 60 BUILD-OUT MOUNT ocza SLAT SPAN RANGE FRCMW > e'-5'? >5'-r'i > W-7"i >7`-9"t >9'-12'# > 12'-16'r > 16'-&t VAX EF 11 (E !E? E fEl ,E E E1 Cor E (a F (E} (E E E} :£ y' 9 9" 9` 9° _ 4" ®` 4' 4' 9° 8" 5° S 9 9- 7 3f4 7" 5 Gj6 .. _�.. _ _.._._... .... _, _ __... _.E _m. _._ .._._ .. _ ,.._. F" 9° S"......__._9 9" '�° 9° 9' 9 8' 9' 9` 9" 9' H"_ 9" 9' 7" Y 6` b'�j8 jo S,fB" 5 9f& .. _.. ...,__ _ ..... ._ C >4�.-80 2° S' 2" 9' 9 4", _ B` S" 4 9' 9" 5' 9" 7 it°€ 7 1f'� ry 5 S/S 5 5f8 5 Jf& 5 va5 fif9' ��... 9 ..a 3fa" 6 314' S 5�fe 5 5`8 5 5f8° - _ . _ 0, e" 9° 5/8' S 5/8". xINNNI4 A, rLOPrA Ei1WNG CODE;Nfln N2a V -4y 8writ'ana Zana,) S=''��'.• "tfIVSF OtNautilusIS �M e f Ad ' - x Raging Shutter System ; _ _ f T EC0I«�. Ca E'p EXPERT SHUTTER SERVICES INC. t9,li"1C8En46•LK6iNE[!ry fF eaMPvUi1f J 81 s".»t.G 4 <.-LMAfM ..1. W. s� 6O E .,SAA, .E .f- A 1�1 I{/}' a- m t.wunc car Gant 5;.tiK E `L 1s0t f A 44 E6-;xwdrs� a»mm ;6�Ai^«�..roAss .+«.n9:,sr+�Ax 6tawiri�no ••<I($RN ' 4 KF / ..� bI/ylg1YM1A MAX.ANCHOR'S SPACING SCHEDULEVb FOR A GIVEN PRODUCT MOUNTING TYPE,W15116'73 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A,S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX AJSA or" SLAT SPAN ROM PRESSURE Raw 0'-4't > 4,-5,t 1, 5'-6,t > 67-7,t > 7*-Wt >9'-12't > 12'-16't > I W-204 1 W"(P-91) — " 4 1/2- .......... -4 11-2--,, 7-0 --- 6,*-"- _"_ 8�, 4 1/2' e, MAX. SLAT SPAN FOR A GIVEN A.S.D. DES" 7 1/2" 4- 1/2 -.. . ..... SRAN PRESSURE RATING SHALL NEYER EXCEED MAX. SLAT -:e- t SPAN INDICATED ON SLAT 7" PERFORMANCE CHART ON SLAT SPAN DEFINITION SNEEr 15. M6EP-EL)NgUN MAX A-I& OEM SLAT SPAN RANGE RIMMIRE ftq Pm 0'-4't > 4'-S*t >5*-6*I > 6'-7,1 > 7'-0*t >9*-12,t > 12'-16'T > W-20- WAVE(W.) 1 6" 6- f. 6" A 1/2" 6' 6' 4 1)2- y/2� . . ......... 6' 1, 3 BUILD-OUT MOUNT --Wx-ja-fc Dew" SEAT SPAN RM GE PRESSURE 0°-'1"t >41-5,1 > >W-7,t t >V-12,t > t2'-16't > 10'-20'1 WING 1' Ro"(W-) (E) CE A _J� -A 6. S. V V 2" 4 1/2' E, 6. V 11 6' 6. . ..... 4 4- 1. 2 3i 6- 6- 5 1?2- 4 1j2' 6' 5 1/2' 5 1"1-21"15-1 -2 4-11./-2- 5 112 55 1/1' 4 1/1' 3 3/4. '19L----t7 EL- -J, - 2' 5 1�2 4j12-,4 1 1/2- 4 4 3 3/4- 3 3 4- fITE E� 'A 8WL04,t tm- R-sh Ve,-;ty EN ITe Nautilus R.'ang Shutter W., .Mr. EXPERT M01 ?E—!� E�WER��AW SHUTTER SERVICES INC. iWF 1�lm S, A*c,q J.;14 111-SW I-111z,e�.0. v SLAT PERFORMANCE CHAR P IbI & ICI;(ONLY VALQ FOR irr sLIP) sw PERFORMAN E cttoxi Hbl & ITCI: ONLY VALIDFOR WSUP) MAXIMUM T AN AND P ATl N T A G N AS..D DE OAO : . SLAT'5 IP1F5"AND FOR AGAIF,*W MUMA SO OESICN PAESSttRERATTNG JO&I)ANDSHUTTER MOUNT CONDIPON FOR FOR A OWENMAABMAAAS D.DESIGN PRESSURE RAIIN,�(RS fl AND SHUTTER MOW 4XOnON FOR -SHUTIERMOt}INT1h*T,Y�P FQR4VKIQ gffi5YALLS 9d�n4'STL1t.1$.. fNSTAItATIONS iw SIORMEARS PER DETAIL E PELO7W WMALLATKNIS WO STORM BARS PER DETAIL 2 BELOW A,SP RLIMITATtONS ON Atl,l CHART Ib1 un CHART ICl CHART gbl M'F1 CHART ITCI L a[ MOWotl�rsfrtw[NoN WKASAL ta�Xaft Bill IEE railer W"MaRI f68wE Ar 0000 ASA fat UK ww"WAX eETEMDI/EM 40 N ONK Aso tela ILnc RAT SPAM � m Oon=W §J 7APCOµXtANO4OR MMI.SLAT ueE W10 vat l"POWK Aea � WK SIX Um tido NNW AsD wYfOO GRADE R wu•tf� 4 SiMMi 8+N5 SWOTAPCQN ANCMdi low �• �'"" SPAN SPAN ONO ZDIlS wra0 20r+E MAK SLAT SPIV/ 'Lbw pEmm WL 100010M 10 i m"m REQU MD tAAX.SLAT SPAFI IJAW WL Ormill"TO Nam Dar a s-J 4 '{i1w 00 (Oil Uwe TO slat OF sw jo) �� tmw(ft) !'s) NERm TD OIDIC WSW W SW,-Rh PNE#2(C*o.5s) 64 + 5' OOOd�OlElfd4tMRR „' Aitasd)t tai s7C11M!HOIS lE L rkA aRD,9ft� .. Igllst * -tTR sa)taa+{G a.As f+3 a s' + 0,-,D* E4 wMt __.. ._�_.. .....__. _... _�.. twtt aelaa0,0411 Al a.. w e ZON s "OD zow UL++J wmcea a CAM WKS% • W"Sow KwamRE PMtE-fki-Sti!;(G 9. 54 a s' • s' J0.0• ta'•0' t0 D 10-0' B'-t' , 8 ir2........ 76.0.'..._. B..`..:...._..............-3...... __ __— x0» o-o ,a o o-a r- t os sen _rg�._.?'�? ? .. __?' .. ...__._ a_a . M f0 q tG 3 C D p TD-O 10 9 7CT Z 7 E,to _ .M.D _ 7 + .7 S a 6 s 9 frP Yd7 EGO•+• O o IC a 121 q 7 r 1 .B/�`2 - E40•'" 7 S 7 d T 3 V-6- .... 53.0 ,. a D, 50 0 10 a 6 4 e T SSAf•"• 7 S ..W ,7 J F .3._ .a� C _1 BSS _._. ',�" TD'-D` W-tr 10'-T 8'-0.. '` Y-s' SLAT PERFORMANCE CHART MlI (ONLY YAM FOR 14r SL.IP) SIyIST PERFORMANCE CHART IV' ft ESS THAN U6 SUP) N wu FOR ACWEN WUDUUN A S O DESIGN PRESSURERATL40 jpAiS AND SHUTTER MOUNT CONDITION FOA FORAGNENASQ.I?ESnNtC:AOtw;51M.fT'7ER Itt)E7*C7 CONO1T4iM(NJaLUDPiG � x IT'"""��.�..".._� j: WSTA"TION:/'.t'O Smw BARS PER DETAIL 2 SEW" ARCW)R rMEA4DFOR WSTAWT"4 WO STORM BARS PER OETAk.iRFIQW CHART IIIbI L CHART IIICI ns"ETAPWNxt.ANCHOR a (8 wiwm wsu , POW NO"Am Aso.tlYD irf 4Vri11C A.I.O. a.e 1,v'fTs tAW wart Uw Wo"+44kIE wmm pmw NAxkm OkI a 'WWO TA!!t3 XL.MICN0 MMI.SLAT ATO(IFA+,+K ASA Ido ASHG.LOW wow "; f'' ' SPAN IMX.SLAT WL SLAT 2, MAX.SLAT SPAN ILS'` SOM $FOX m M.wN�Mceuf�rE �� rrAp •LxAx`tFT3 ITT W a a Cw'3 D "CANT' r •(allw•(F) Ewrr r aur c*1 woo t rrra�aT! nNucltcq , W/o sroap SARS tol( r+w•art y«.rr+truan W/o slow omm vt7 � a,z•f vRSIX tF+} Tans au•acs4 o • wrro t�Nis rw c +�A Val a zom we low _J w RETAIL 1(ELEVATION) sm.E .rel t 30. 00.0 05.0 .. ... A�'.3kL MCP 4A EU NAIL ILE SPAN"NS tah l s C :+S LC7l1 A'S.. .. C CAC TP,T h F A'6' aid iL 1a ACt CFEGLPR - s(F C�31i"E x�OND Ne $!A' SPAN AND A.a.:, NM,-,N i.OAB). Y/7 MAXIMUM A.$.D.DESIGN LOAD VSV4#0DGRADESCHEWLE; t W03? > AM WkTU BE RJ TLY A WRCAN Ai .. y r TN 0h ;FTAI 04,' w'1 aa1 a$ i PCi1 `RAPT R tl l3f ...., , WW FOR OCAX,LAS-fTt-9;XAlt(Gr0.48) G. 1IJ1..r3 5J!L itit H Ox WACdiT _ SOL elk FSE/2 Pew SL.E ti-'' ,.r f.a'ri � ,� PL x�.. ST'FIl10E'pm-oft-SIH(G-o-r5") UM FOR 09EL't!-4K-SWN(G•Q48) T /2 FAR A WW SD,thElE1 OW#2 n :�'�'� � A s F:.LKtIAA f3U.,,CY3ttu:LICE(;7nr.EI g�Ye�e:6ldy Hcnieont Zone) o•far R&D W 'I � •`z" . ✓��i caste WE,=I.0 X�-Pr: .r.;- BENS Nautilus INSTALLATION INTO WOOD FRAME STRUCTURES mo�ww/► " Railing ShV, u#ter System , W- o fait �� G two*F� g _ * w T us. a A EMCiNCXAW6 .�> EXPERT SHUTTER SERVICES INC. ''�'�e' IFsoat s w. : W 34", .i 7 Yr7 rasa a�F, STAit C3F i+$$ ..smx.ro, 1 w u I ,r,• a auwwG w il•• LF OCM+'.y o ,cr tea;;r f 40A k .4rcA, ,ur.a yr F..-.. �.., DETAIL 2[ELEVATION) �! �'r+ , 'coI;A_< t+f''•' +n+ ee YftTI.a m fa .._... fff�NNifA1tlANty i TABLE 1 MAX.ALLOWABLE STORM BAR SPAN ft FOR A GIVEN A.S.D.DESIGN LOAD%s.f.I.&A GIVEN STORM BAF{SPACING{ftJ mkvmw STORM BAR SPACING (FT) PFWMRE ROM O) 2' 2.667` 3` 3.5' 4' 4.5` 5' 5.5" 6' 6,667' CP .__ .._,w_.._ 30.0 11'-(2" 11`-II" I'll-0. 11` 0" 1t`-0" t?'_0" i' Q" it`-0" 1 4" 1?'-0, TMS RE6&N ONLY VALIC FOR WSTALLADONS -11.1....__„ _..._.. _ _..._ L1111--'-'--. _-...__ _. ____ .„ _„__ _.- . _ ... _ _._ ._. STORM 6AR5.PER ST UTTER 35.8 11'_O' 11 -0" 11,•8" 11`-O" 11'-0" 1i'-^" 11'-0'* 1}'-O" t t'-0" 11`-0" Wy 1 OR t�t2RE_..._._E ......_.._._- .-..._. __..._..: 458 11'-0 11"-G" 11"-0" }1 0" 17,-0" W-4" IV-0" 1t'-q" 11,-0" 91'-0" 11'--0" =t`_0" 1t'-0• s Ttit REfi.9tt S ONlY YAUO *OTF 3N TALLATtCt _. _n._, __ _ _. .___ �__._ _. _, _ _ a _ ___.« W/ 2 OR MORE STCAM CARS PER SHUTTEP, 55.0 t i'-Q" t i'•-0" 11'-0" 1 t -0" 11'-0" 11'-0" ll'-O" 11,-0' 1 1'-0° 11'-0" 'I _..__ ... d.._.,. __... ..� _ _ ..__ 68.0 11'--t'3" 1, �" 11'_p" - 65.0 11'-0, t'--O 1 I'-0" 1. 0'" 11' .i„ 11'-s�" 11'-0" 11'--0" * 11'-0" - 75.0 1 s t" 11 0` 1;'-0- IT"-0" 1 V-0" 1 ,C3" 1 1`-O" t 7'-0" * B0A 1 -OF i t,-G" 1 t`-0" 11 -0" 1 1 ^" 11 -0, 11'-0" iD`-10" 65.0 11 -Ck� 1 1`-{l.: 11'-0. i t'-0" 1 1,-1.� 90.0 ti'-0> - 11 -0 11,110" 140.0 11 -•0" s'-0" Q" 105.0 1i"-0" t1'-0" 110.0 1 V 11'-0" 71`-0" 11 0" u' 10' 120,0 11 -0 1,-0" ti'-Ofi ti -0" 125.011-Q 17'-O" 130.0 1 W-0, 135.0 1 7 -0" 140.0 it,-O- 11`-b" v'_0' `-U" - 545.0 '4 -0" 11'-C)" 10 11" _,__. isa.a i 1 5 160.0 * WEASURED N SE-WEEN CENTER LlPEn OF STORY EARS N a nnln5�r +uytfi V'x teimw c {Nan Mgt,v#wcitr Ao aeons Za at FEE" wR FROM TiP OF SIDE RA:L 10 CE-N Ek Or STORM €3AR, ' ,e�Q �•». �syr :rnrs c€cc . �1(��3 ( a u m _._. ._.. _... � r' tiGENS t I{u`J 0Y r.R.a +� f +F...., Resiling Shufter Systema r+rse,+5 ,z ..-...��lC Cy iMt. EXPERT SHUTTER SERVICES INC. t,i6 5rt fe.,aKm."amK#"s I"Of WC U"4 xe>Mna z S1At� ;�S `� ¢e- ,`w•` ..}.e;,isyst 'I� •, .yf`. .. 1 (iiWN J f �}wy .•.i�1 /!M ]"SCS 2 Ce XS k+f1�iret N1�1�Neiala TABU 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) FORA GIVEN A,6.D,DESIGN LOAD fo,sl),&STORM BAR SPACING (4) SECTION SISI{SHEET 91 FOR A GIVEN A.S.D.DESIGN LOAD tp,SJJ &STORM,BAR SPACING (ft) STORM BAR SPACING'a'(FT) STORM W SPACING*ar'F", 10, Js 2' zs4r 1 3- 3.5- 1 V .5- V S-V S' V 2."r 3- 3.5- 4' 4b' 5- 5,5' 6' 6,86-r 4 _CD_ AA�--,D Ate c -C N6�sp &0 "tiacc AP-4-4- --m-Q, _61--;...........!�jt�C h4 A$ -C-0 kr-l) A 'sp�� A,%C.g )CD matq�p- A� "ka-c k,-ks A -A C A x _. CA.._XIS-1910—-Al-MICR hp,'a �t— A�_k& -&sx. A,&C- - ------ ou arc 4,7 ."Wp osi�- -40,5� —X- .. ...... &INC.q, ...... A-, 'A---- AA-t� �A— A A A A.8,CR A A A —A........... MID 'A A4 #Pk —Nmc --�c A A A�Y.0 AV A& A A A r.0 _A^Sg_.,,M -10t," A's 9", A.B�C A --A A A A, limo A. C A A A........ kac.0 Aulp- -64c .............. , , ,,,A 7" J4 A A 01 A A�R A A A A A A i"', J-1" -J�kACp- ka-c ` A !ykS 4- A Ai A�g C, A,qx AX ...... 12" k" 1�- A A A —A6,c A t�Aff 4. A AR A A A A A A. IEaLQIL A, I4SAL - A A A Iwo k8� 1w c A -_7 A A A 1 ANCHORS TYPE LEGEND A 318'0 C.Apaot: STEEL KWOK SOT TZ £#f`"sk,N AuC4Cr w/2 1/2-u1 EMSEDMEW*& 5"Min IM;K r-DURED CONCRETE (`c - -=D osi) .3/b�vxl 1/4*rVNERS CA,K-414 ANCHORS W/ 1 1/4*Mara. EMBEOMEW*!s POURED ccw-Rr,E lf� - Y" IF MAC,4NC SCREWS C 1/4'00/4"A-- POWTS SO.*-SC, ANCtiW/'7/8* Mil EQBEDMLNl*IQ POLRED CONCRVE(f'c 3000 pi;) & t A. 18-8 SrAms-'s STEEL wocw FLCRK, CODE(flan"h V*r6t,y Rvrlitzro J,-�) Noutilus xz D vire nw/BuxEx TAPCON ANCKWS Vv/ RcAllng Shutter System IL ECO#Ncl r-ONCqVIE(V2614 ) sSF I'LLT WSTWO k Eeenwecaur Y EXPERT SHUTTER SERVICES INC s0wip, L=01T IS Or-lo 41W 11-1" MUNG IWISH -P!T i � i g I�4 �c•�m�% ��# 4is iNg+grit ,t:uc s .,qi�t�}"d rS r„z�`8! f`cq, � [ � In Z al hF" � � iim r gi i r } =i i }�i ijj� tigi int jtt f� .d u> Dur L ° ZEO O i '1�''} } g } ts is � Ssiituii'i• m wsmin c ti; w ro� :mj ?oyo iw�« o} R;.,uy ern XI w rn ra,i t,g o�.�m sato; E icf a��a ��f°ct"Ri•o N ,� � o Cpm Cc .t'S i { _t E t } f-1}t�� m aA m m�oj+a a x a w f=ro _a. a.-.}o y 3' Q 22 PK4 s �. , 0-0 ."t1� �5 >Oz 2 �1W 5Dt ZA O o i qq owl' o taaj } RmR1 }¢lig} e sii �b ?,�`` 1 g �• i� �' � i+� .k �N )Y�N iu , g �M.�j� iN M t. 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John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory:Accordion 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: FM 110 E seC111'E mt-rmcs, + s https://floridabuilding.org/pr/pr_app_Ist.aspx 1/1 GENERAL NOTES: 1,.BERDIA M.Y.AGCORDIIN SMUTIT;R SYSIEN SH0FI1 ON TMS PROOUOT OOCIAe f .E:Da We BEEN YERIFIEO FOR COMPLIANCE N ACCORAANCE WOW THE 2M4(5!b EDITION)OF THE FLORIDA BLYDMO CODE:Tt9s ACCOR010N BtKtffER StB}fAr 51441 MDT Bc µAtlxlt NI tN PONEE i1fM DESIG N WI D LINOS StkWL BE OTEMM E "AS PER SECTION 1620 OF THE WKCNW COOS;FGR A SAW WW SADLD Y B THE:N:BRBOICTOPN WHERE SHUTIER TALL. L iF /+/�� t O u?a+4�. EN S� BE INSTALLED WITH A flIREChDtiYITY FACTOR W-kft USM AWE 7-10 AND SHALL NOT EXCELS THE MAi<HNgN(AS.A.}DESIGN PRESSLIRE R/QAkS NDICAtED ON W*XTS 11 llft 15, 10&20, AM t• W BLADES Cil$ .. N 01MER TO VERIFY THE,1804E CONDITION,UI.TMEVE DESI N WIND LOADS OETERMFED PER ASCE 7-10 SENA IE FIRST PEODGED TO A.S.D.DESIGN MND LOADS BY NUR.TPLYNG IM 9Y U 9R OROERTO COMPARE 74M It/AWL.(�ISbi)DESIGN FOOSUNE RAW4G5 MOM ON SHEETS 11 MW 1% 19 x 20. . GENERAL Naris SHEET 1 N.OR=TO VERIFY THAT 00MROWNIS MIO ANCHORS ON THIS PF.O..AS TESTED,WERE NOT.00 SME'SSEO.A 33.R INCREASE N ALLOWABLE$!KESS FOR MWD LINOS WAS IilAE LM W TRW SYSTEM COMPONENTS 1-20 SHEET.2 ANALYSIS IroWMI.A WIND OUR NMN FACTOR CD-1.60 WAS USED FOR%9WICAIMN OF FASTENERS IN WOOD, SYSTEM COMPONENTS21-37SHEET 3 GERTM XV AODOR"SHk10ER SME1fS ADEQUACY ADR WIND AND WIDE HNZLSIE W ACT LOAD HAS BEEN WWW W ACCORDANCE WON SECWDN 1 9,1,2 Or THE AMINE MENTIO ED CODE AS.PER ATL TYPICAL.SYB7ITFTi f65EMCOVI SHEET 4 . TYPICAL WM1DtTW BLADE*�WWE%!W 11ETN6 -HN BLADE(D RT0214.01-03,imsot-0a.floo-i-a3..,/1234,01-05.0031102-G6,#DW$.01-10 AM#0210.01-11 AS PER TAS-204,W;-102 AND TAS-203 PFCTOODLS AM AMU E-1866 , , `�'-.�'(i/ BLS F(DNIQ W 1 W SAWS ARKS E-1964 STAN(MISSILE LOA!L D.00 ZONES 1.2'A 3)3#1220.01-10 AS PER TAS 101,203 8 203 PROTOCOL$LAW AWE. [RIM APPUGM 3 -HN WWDOWR BLAS& 0.10505.01-08 AS PER ASID E-1666.AND E-1196 OASSALE LEVEL 0.WAND ZONES 1,2.3)BASIC PROIECTIOR ONLY AND 0 0725.01-e11 AS E'ER TAS 202 PROTOCOL TYPICAL SHUTTER 80ATION t WES ON LOW -SHEET 5. 0WAL ATION DEWS A-F,OONCRETE/fILOCIC SHEET 6 2.HN BLADEM MI5 HN WINDOW MADE® AVE ElIONE'GRED TO WORK W RAISON WRRH EACH OTHER LOW THE W,E MAL U WWVNS AMD CONDITIONS OF USE INDICATED 04 SHEET 19 INSTALLATION DETAILS 0-M.CONCREIF/BLOCK SHEET 7 3.BERTHA M.Y.ACMADOW!PHLS(W SCREWS},USED AT BLADES MR)CKE AND MR COW NOW CONNECTION TO TRACKS SHALL W 014nd75-AND 034x4.75' Mb©.Y,410-NF MBNI6UM SEINES CENTER XE L78DETM.HY :SHEET 5 STAINLESS-STEEL.bYYEMS W M 1351 kW VEL)STINTH ANO 180 mi ENSILE SYROC N.PRLS SHALL.BE COATED wm BETULA w DACRO LD COMING SfMU A8�BY APPWJF.D CEIfrETMMTE ALTERti+ATINO OETRLLS Hf4 SMELT 9 CRATING_APPLIOMRS.0WASTEM WON AMERICAN SWUM AY$TENS ASSOCIATION..PNS MAST'IEjAR.THE W HBIRMNO ON THEIR HEAD. 4.ALL ALLAANUbt 03RLMO$441.ME MSAJb N ASSOCIATION ALWY AND.TEMPER AS I+NCATED ON SHEETS 2 AND 3,1401"M YW SME NGTH FON 6013-T6 ALLOY RS 30.0 W AND 317 W Im END CONNECTION DECALS.1-6.CAk :tElBUtIGK SHEET 10 6006-15 ALLOY. WAXUW SPAN TA81E.S SHEET 11 ANCHOR SCHEDULE- CONCRETE.Nk BLOCK SLEET i2 5.ALL SCREWS TO BE STMNESS STEEL.304 OR 346 A41 SERIES OR CORROSION REBbTANF COATED CARBON STET.AS PER ON MOTS WITH 50 W MN.VELD STRENGTH AM)90 MN UK 1E6R.E SMENWK ANKH SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMY W/FLORIDA.Ma.ON9 000E SECTION 2411.3,3.4.. ANCHOR SCSEOLiLE- CONCRETE&BLOCK SHEET 14 4 BOLTS TO W ASTM A-307 COALWMW STM OR AM 304 OR 316 SERIES-STAPSEZ SIEEL.W 4 36 kA W01"YIELD SMENWH. ANCHOR SCHEDULE WOOD SHEET 15 7.SEE.THE FOLLOWING SHEETS FOR MMCkM W'601FICATOW HRP BLADE(j) 1413.14;15 00 20 BNSTAtLATI ON OETAJSS M-R.WOOD ST T 16 HV WAVE,♦"{D#A W016CN6 N WSOk 12,13 NN 15 UTSTALLK!"DETMLS S-X,WOOD SHEET 17 END CONNECTION DETAR.S 7-12 It%..iTOOD SHEET 16 S.THIS MENDS[N.V.ACCORDION SHUTTER SYSTEi1 SEARS A U.S.PATENT W779,582.OOi1 WENT5 OF TABS APPROVAL ARE C"WW,Rf*WE OR 0(PART BY US.PATENT#5.4SkI79 ISSUED TO EASTERN METAL SUPPLY.TIC. AM R: W WNDM MMF Q ONLY 4AJC 9.IT OL BE THE REWV NSIMM OF THE CONIWCTOR TO VERPY THIS� iU OF INE SWCMW!MERE.SHUTTER IS TO BE ATTAOW TO INSURE PROPER AN'aHOkV3E.CONTRACTOR TO%4k CMOWL ALL SHUTTER COMPONENT EDGES WHICH REFIAN,OW FAS11)"N CONTMRIOUS CONTACT WIN THE WACV4 10 PREVENT MW/RUIN NRALI,40N. TYPICAL.SHUTTER.ELEVATION Cl) EET IS 10 EACH UNIT RUST BEAR PERMANENT LABEL N A VISIBLE PLACE WWTH 0ARTNNG NOTE[AIRING PBO DS OF HURRICANE WART NGS MME OWTNER.TENANT,OR 0093M MOST PROPERLY CLOSE ALL W AND ND a AAT E�aTTf'LEY CEAOEKiATES AM OR LOCK ALO..W AND HD LOOM F 4z 8Y A ON 1 L SHIFTER MANUFACNARM!ABEL SHALL BF LOCATED ON A REAORY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WN SECT M 1740.6.3 OF FLORIDA GURDI NG CGDE ONE LASE.SHALL CE INSTALLATION OETNLS,METAL STUD WALLS SHEET 20 '. RAM.FM DOW OPB*#C LABELINC TD COMPLY IVTIH SECTION'1710A1.2 OF THE FLORIDA SLALOM ZOOIL 42 90"M HEY,ACCORDION SHUM SYSTOM OWXLATKN SHALL COLPLY WITH SPECS 0001-WD IN THIS ORANING PLUS ANY BLIYDNG AM ZONIG RDAAAMNS PROVIDED BY THE AMMICTIOR WERE POW E APPLKO T0. T3.(a)TMS PLED.PREPARED 6T THIS ENGSW 14 GENERIC MUD DOES NOT PRWDE WORMATON FOR A WTE SPECIFIC PRO+WP La WHERE THE SITE CONDITIONS DEVIAIE HRCEi THE PAM (b)CORMACTOR TO BE ROMMI E FOR THE SELWWN.ROOM AMD INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,RASED ON THIS P9.0,PROMED HE/SHE DOES MDT COMTE FROM THIS DRAWING SHALL ONLY BE. USED T4 THE CNOBOM3 DETAILED ON THUS OOCUHENC.COImN5C ION SAFETY AT SITE IS THE�. 'S RESPON990M.. (c)INS P" W"TE CONS SERED WM IF 47WRED BY ANY NEARS OBTAIN PERMITS IN THE STATE OF FLORIDA WSPVC F4 PROJECTS SAL 8E PREPARED BY A P OOM�t AMM R OR AiY(2NW 1W"ULL M%9 IW ENORI E}t OF (CO.R.}POR THE PROJE4T AND ww WILL BE R FOR THE P USE OF THE PLED.ENGINEER CS ,ACTING AS A OELLCANO ENCINIMP TO THE P".0"M SHALL SSW TO'l1HMRR53 EASTER'RW WE SPEW OAX00105 FOR REVIWI. (ej ORIOB P.ED.SHALL BEAR THE DATE AND owwAL SEAL ANO samnw of THE PRCFEsw*AL Eamst OF RECORD THAT.PREPARED R, FLORIL1+t BINDING t)ODF Non Nin Velocity Hurricane Zone �� Tk 0 2015 EASTERN wrAL SUPPLY,NC: ��'•>„tCE��,r's� Accordion��I�ySt4�Yl >t: �� E c o�„C. A.S.S.A. W 6l"#1 1Y1 CR W/b KY.1hR M 13 XX / x Shuftr TILIIT TESTING k £NCItERINc cOMPAHY AmiIFrOMlntPasockWonA Inc. fun gm M, TE or M3 - 4/53 5 aWI 4 13/15 wr.aea.a1 aa.15 W Fo-(3006 asAw x1, 4258 N+6stYaads Drive + Pkon.:(305)673-1330.F�:{305671-1531 WING Na -atWest Palm Beach. FL 33407 50$.51P. SE of OFE/DAA FIDAVAAU�0 444197 SHELF �a �,�� : �vis �'••.� s ya agZ; pl 7 tfS�OHS �0oa _ _,gip¢ } 0 S d z + AS s , , }AA"0, tS�l tier" APO sr,NOW 'tet " * 4 ,£ •AeL ` gN + est �Ny to�� •�. «tip ��= .,,�, ��,. ktet aL 00'"" � �C` � yta3 L 45 ,,. '►W V tow" *ALI " jaowib tog WIA0 --, oyQ � tt "scs0 c`s G fir+ A°�r° -so'U VOW o * } hrt t S14UTTIER A MBL SCN t3ULE FOR NV HVTO SLAM 110' ..4624 ,a6R5 WBLADE IA # rar awrotlw aW1E .asTs` pp,,,,f7t. ` `s a*ws 1673 Y HV LONG RECE'SSEO NYLON BUSHING » KMytxaE �' 064 „r nyp) 006 . NV SHORT RE-CEM NYLON BUSHING �f HV NYLON HAT MASHER Cl7OR �+g' E HV WHEEL CARRV4E AISI 302-303 SERIES ( �� 4 a n 021 0:470"x3115"THWK NYLON *HEEL n N_ 2 w wt ( 1rr wN DOw arm Oaa8'0 ATSI 302 SERIES S.S. RNETS __�_.. 5th 6 ! am. Bowan W1 3/4-ACCORDION PIN W1 /a HEAD * EXTERIOR oaefnal°Ex� *.5 Ns. wpm r l HV 2 3/4"ACCORDION PIN W/#8 WAD * 4 " c LL 2 v Q POLYCARBONATE WACt RESISTANT HV WINDOW � � ; � e OSI F11` WINDOW BLADE AND T Ptll BONATE W WINDOW DEAL (DOR® or�@ (DOR 0 55) (® , cPf3d YC-4 NA[ IMPACT RE'C'ANT IV WINDOW j BAYER MAKRtritkt 3103 POLYCARBONATE RESWS, LIV-STABILIZED GRADE OR SABIC * S" 12wals—M .._.......__ .. I2ru eGLACe INNOVATIVE PLASTIC LEXAM 103 RESIN a , Q (SEE NOTE "F" ON SHEET 19). (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HY ACCORDION SYSTEM W/ HV(D ORJ , POLYCARBONATE SIAMES MR 19HV (9BLADE. EXTERIOR ~V" low (2) HV PIN 0 MAY BE USED IN LIEU OF f)AND ONLY AT Nv PN�oEXgLEXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEMM W/ HV a0 32.' eLAOE 5 KNUCta£. Mum rr roral "0 r�w 000 Vw BLADE WHEN CORRESPONDING TO INSTALLATION "i1", SHEEP 7. �REM) volvom1i» ou 11"991w6 " ASO OW VAM l"" 4,90P Pd:16l*AXUWL 61kiM N V" AM w" t$9GQ P+(3) HV PIN @ OR @ W/ 1/2" 0.0. 1/18" THICK S.S. WASHER i err.MoauWf Alm am 340jw P. 30AM IFS SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 6} I um SHEET . KOlik�uw roar arwt t�rs al+ �r ry►rn �, ewa c cc+arr nrw a0.e+x +ns x «aa x wx m—xLAma ROW OF siwiw alar no C-1 UAW 4"1 QAW Sur xwnm Mw own 1010 9` ON"f aatrdas'. 100"$wAxw Alm ,ware On M PPL mop," (b 11V BLADE SOUR A (AHY WINDOW BLADE DETAILS I,uouslow low „ ” Am 4u 0*1 P" am - N.TS. ROM BUM Cl1r}E&n High Velocity Nurricane Zone 0x415 CASIM YVAL SWPLt WC. er System x x ME E�v�u, A. E FLV. W%CR W/O FLYA Accoron S,Y#MW RXIE �f fj TICCIT TESTING R "NEERING COMPANY AtnexAs* �14r11rf er: w StAtalacioHanP Ina. r OLD tt-r42 4/13 1s wrc 4 1a 1$ waa nrr.a.ud w.ar.aed.vwarKr"VOLerecaa.aaaw 33� OF PArw:(395Wj-167P.F=;(3ft)671-1531 4288 Wastroeds Drive z DRAWING No yt1,, GRID «—w- ran. Wast Palm Beech, FL 33407 ; rJ— $J i 0 ENG a WNtrpr r�MAir x.P1 RAMA Lk.!44167 6 SHEET P.E. I E/DA'!E s ; a ATj Ow W 012't2'A9CN£OR 2 aF 5FlUTfK taS IAHO Yk tS ++DbY ELEWLTION.12Y LOCNt of F MnY BE Li M AS AN INSIDE OR OUTSIDE LOT,TC.ATTACHED Ta oR lfNT£liW Wf( e/4'�r-29 x 1f2"LOW FIAT WAD S.S. M.S,tOCwna+OF LOCK SHAIL BE As G#llCnTty ON HUTM 2. �•� LOCN(S OR Y Be USED ids AN NNsrDE OR GUTsrLE LACK.COMNECBtN2 of Ladm�TO � „�`-_ 51 OF If i»1 ON NOTE 1)ABOVE VL 11g • &� IN LOCIOM ROOs ME HOT a6U#11 AT URWAHE PMN.OUT WAY fl[[ a a' 4} -6.0 BE USED IF M&%% EU TO ENIIAN:E SHUTTER LOc2ck2o fiUOs�OR AN AITF�IATIVE DEVICE MAY ALSO BE USED AT SAtCIONG POST"(NON[HURRICANIE POSITION1 4. ONE HV LOCK BE USED,q`CONRffi'RAND SPAN ATTACHED TD COINER COMM KIE W 2) 1 ,20 x 1 f2'LONG FLAT HEW S.S.MS.'f LL RM AT 70P&9UMMSP S 111. AS PEER SCHHEEDULESSE�sE2W"ami SHEET ON TYPICAL sHuriex elEW�hai. Alb 9. ONE]tLM IR Woo FM W L24 116 VA MV MAY IN ttET1 OF HV LOCK FOR ANY SPAN AND TKN25 nT AN2Y ELEkMiT1ON.AL LOCK MAY BE USED AS AN OR mTADE LOCK.ATrAC waa i OF t/4.0-2Gks/4-ss Ta ort CEMEtriMTEs s1aLl BE FADE W/if�I`I-2Op&3/V ALUM. ^t b IT lS�s 00w AS 5/2DaY1L oN 5E9CTNtiFL MME:SHEEP 8. incx 5►iALI BE.USER AT I/2.OF SHUTTER VM OR TWO LOCKS AT 1f3 of SHUTTER SPAN. tK2E FN LACK 6 or�or®StNALI.K USED AT 1/2 OF SHUTTER SPAN FOR ANY.SPN2 ORI ABETIE OR BELaM 1/2 OF SHUTTER SPAN IM SPANS 4P TO DNS'.#.V FOR INSTALLATIONS AT ANY EfEHAT1oF2. Hv ttTac 0 w�gq r a MAY BE USED AS AN ROM OR SEE END... MSS oFh LOGIC.SH�ALt@ or As0INdii'J ?YPICAi S3 i'tERl El.E/nTfW;F�1+.U�^aEx Ilr LONG Lo�C a c HIMW�r CoNNEcnom OR(TOP AND BOTTOM IS t%TYPWMY MAHMTORY. DSHEM ETARS OH �- �; y�� y /+amu ��.•i :.1M I *NOTES 5 ON MV wr SJ AND 1Ri17�ESt HETC.�fr. NEW j%ZwM 10 MHOSM .....------------------ +cex ,,.,,,, GENrERMATE �f.JOW SPAN M ANY LZCK TE USED IBE USED ASAN:& OR ISNCK.ATTACHMENT tOC6C ` '2�A"` l':7". OF LACK NTK2:UT>ES 2/SMIG .AS atowN ON sear t five ,sw 9 *MH MUST BE T ae s " ae CON040MIMFM COGERMI1TES AND M/ T/44/*�0-20�j.$I I/e LONG$S.1H 0OLT W/7/BY s 3/'32' � R �`"$j•(7�`+�1'°" MAXMNLIM ABOVE AND BBEEL OW � OF t�TYIO�€AC�2G.ROd3S wy or AND BO70INSTALLED ALAI DATORf.MOVAN OR 12''. ON TYPICAL(1)NV BLAQE S�I.�TTER ELEVATION +."rot. w/Mn mnS aA v as ALT*L&T tw HD W USED N uEu a 1N LOCKS d2. POR Nit SPM NM}MSTA{,IA/71P�AT ANY EI.,EVATNM2.ALTEi�TE HD Li1CKMW BE 13 N.T.S. AS AN I291DE aR LOLSc.ATMGDMHT OF HD L012C TD STV/3` x 3/I'f tN 5 SM 5 AND INCLUDES IiSiAT .A3 52NOTIN ON SECRW26 Ht7w.B-#M1 me E'C to.LOW WY BE NTSTWRR AT HMSPA2N OR 12-MOWN BEIM OR AEON!MOSPAN. UN OF LOCKING'=6 @ is WHPLETELY OPTfOt2A1- RM BMWan i h rtio-city lurdcanw-zn.) 0 2015 EASTERN METAL SUPMY.INC. Accordion Shutter System KK. #i w/OR w/b KV,MMON BAIX bww systrm TICCIT TESTTNG t ENGINEERING COMPANY . nc. t p0 11-x92 A (s oniC 3 T3 t3 s '.. STATE OF s dans ru.xa w sw xq w,ow OVIDOM MOM 3s, .t �� Anob:<w51a» 1570.fw:{soa7wa-tart 4288 Westroads Drive s DRAWING No rn+ak West Palm Beach. FL. 33407 s `�ssi.. G�s,� Es-auosTta 15-085 •�Ni DNAL� ..o > u k.PS_ KE. �iiid ATEfunat 4 SHEET FE POURED �ANCWE ANCHORS OR CONCNM B.+� CONCFwTE1aPOURVO (SEE sa'i°��`��"rrf°" °neo ' ss C�1caEtE C1NraFa V 7`°F' (SEE 9CNWAf ON �w/1/4_20 .E 0a%OEr 13) w1�r CYS 1,n�xasajow W n. SHEET 13) NUT'S.12'O.C. d PIN.. 1 a v-2a�ti�-ss. � sc1wr15 USING 1/4•-20 rugs 1 9 . tr O.C. 0. e o:4 .250• . �..: __ @ as ". j I -It ---GI I H, Opnopw s,cloomw am > t t o �1}t)R A• ± cws�,wc AIN SEP TO GLASS i I wcmmx row.SEPARA N TO aus s `xAS$ {SES Smem"ai!Ow/r , , C NSG ftOC HV WALL HEADER INSTALLATION m. W,SEPAftTM m cross aiAS5--S R IOVJWW t ' Si1fET 11) �g�gin�are �'1- 1Ntt.SEPAkRTtON is CLASS L CLASS 1 MSA am ; (sE[9CFESWIE.:oN S'MRT t t} a+ r u aucsmx 11—OPTKW*L f OASS.w j#'Mm OPrMNAL 19 a 4 .� _1/4'M 2013/4'S,S. / �^F.a- wtWNE�U'S1lG CONCfiElE ......._,i1Yti5S�NPjpf rMLrPNE SCRE'NA CarAxiEtE HEAD ArrCF10p5 /3) saaEnua4t�t1' 1/4'-20 NUTS d 12-:.O.C. ,. .�.. (SEE 5a11rDUlE aN w/ 1!4'-20 Slats. ORCONCRETE ( t000 mat,3) 1�1+cP wa+aes tw, s ai tir WAU. MY WAU SAL_INSI LATM (fir s 14mina c»k OF HV WALL SILL lye 1 ALLATION CONCREVE CONCRM BLOCK WALL REQUIRED HV WALL SILL IMULATION INSTALLATION -DETAILS w1 AS� 4 tYp4CAt. «E 0, Ease a�IANCe. .ISM 1oNTA1gN$a UM FOR 2-MQUww Secnoms CAN fSO/fty tsEE sPe�lmos a1 sa et 13) KAM�ON SNEET 14 3) HV BLADE N ANY WAY 10 SW ANY NSTAL.AVON, Ia1N FI�RIQA 8lMI1pIG Ca Man Nigh Velocity Nurricane Zone, Lp — .l ! 02015 EASTERN METAL SUPPLY,WC. fA TM r . .AIN Acct rd on Shutter S tem KV.MM RAIX nu"ow Syaw" IK ar NLL TIUJT TESTING, a ENGINURR/G COMPANY �. II1C, 1 0ED 11 192 s 13!15 W 4 is 15 (306)871-15Ja.Fa:0")M-1531 4268 Westraads Drive W,- 41 i7ercoaanem,. Wast Palm Beach. FL 33407AV# WULITRID 1,P.E.r Rmw U�:+.4167T6,rjRE,/©ATE • X ANCHOR!; f7wYCMU'.T tsEr<sci+Muc oN sr+EEr 13> >4"a %- clow ^...�.•, i7F t 11 wM ....,� +[P.aRUIYWR frNRY i1 If e •>Y @a _ APfElC76tE [} � alis aa�e ss `..- � . tQa31I'HIM'YAS1iER HE'#3 t CR TfX.wMM N Ir OIC a -AM OF (�, ? LYiNC%tETE!MlX810it5 ..: K APPUCASIX 7 (Sm sotwtu ON 94M 13) i ` EXM6ASS ?? a+ am OF tt� ?y�•�',r' {a�AB 1F EDGE OF GLASS--^, f. S6i$W i ¢ E k77CE OFAPPUCAILE POURW IM ""1 ft="g NaRf ... Com. II` KAT 9CNEDwr ON 'f 14) tr la9l1 OtI06 Cit ailtM s t 0R � CONCREf� � FLAT 1iFM CgMCRErE ANCHORS •?elsrp• _.�_,_... IM£Otjf A ., g:D £ n.w_ .,. tStC s�ON Sf#CI 14) t- 1 WAt3C–QYU fitt.tAIIQN Eun asY s u�m rzn,M O M r^�i, Hy EMB INUAUMN ,�, 4Et PRESSIM�t4A11NG B ttMt SPAli5 PER SMUME#3, 1540104 ..._.... r � 1f4V OW BWfM A?i+Cii.Wps sO i wow vmwmt Fxns" ' res T wa S iaxwiu.aw atwr ss ------ - utu t /Ve w.v*Kp w 9 Ir or . QL FOR LIP 10 4-G ,4" tlC UP AIM aftf ?t iY4MNr Ar VAW iMSAINI h WOO E q 3 »CN swser tr 1!+ s @ • t SHIM #M1ttt3fi` HDC NFiO _M ,�..}--_ i l2 O.C. nx SCK M5 i 9 O.C. �� 1 r V?bY-As lC 54 M5 CNt 20 SS IM CONCR1? M NICHolts �r $ x!"+1 �1f4`5. .S. Mj.NWT M 8"O.C. ` ....{SCE Dt4.E ON o7 M L`✓' s 4"0 c. ri uue. ° -, r t2'aCw A_ _ t 94M7 14) « CgSfk4i wN SUNK7RVA t EOGfi,of " T mM+cacXXpMA MqEA " , Pnuan _oopcxeaE 94CH Rs rsn1E TXb) ? � ecauMRa - - OR 9LOM ( 1aiC4PS1lA.$ ON ON .Y t fOURW 00"CR IE ON i' ) atOCN P0kA%I!D.. Y WALL�oog ttt!�?��nom � HV y ak�wAix-cwt tNSTAi!AttQN � MSD r M1?LLi7!!M 9FMMt SM SHM 4 FOR TYMWk WJM OR rm"VolmAS awy l Is . MnR IN TAfl W HV E3 a M Gx 0¢ FCA DA 811 ( an h Ye�aci Hurricane Zone IN ANY WY to sur ANF MSTµtAilpf6 �{I'-!Mt/T'yiy 0 2015 F SMW KUL stmPLr,INC. xv MADE 15 w/at w/b KY.xxKIM aADE 1 atn r1-142 ntr. Arnwlann Sbuffw Sydorm cn `STATEOF Tu��1 3w%N a e c COMPANY tbn, tnc. 4 1315 at[: 4 13 TS •' sits e�e.a" waaw orApaa.rtatmrs.asr Aswala rewne:txMWi-ISM.6w:txnlerr-MI 4,288 Waahooda Drive 2 DRAWING No West Potm Beach, FL .33407 a �ffj�,�'S({IQIV AL 4" Yti,� 15-085 '*w"A DUR&.P.E 4 SHEET P.E. JCt1i � �TE ROM"U.0 447Er EW WALL la it la sm nrxrrs oM o.w Lome wo Ql1T O AM ALWO X W WN 0 ON 1'& {N � tn+c 8"WO(WAW"W is WW ran AM 1 -� opt CE Am C'i�MAIlt t /t csa rw.s�iu r. :.. C:.. TO aus5 ,�r ears»iwe trw3� �ss�:r 11j 5 7 1P! i 'p» (( BvaAUT d asaxLi1 ' '� Tt C � CR Ic I N _ '�°"' «�CLASS 4 tom+ �•�� « Qf �. Wttw tP+l ON SMNW w ANCHORS 0�. -»>.».,,.,..............�_.,..-..._ _........_ � 1C"G.C.. . 3_.. 3 C)t17` s:tz-tet. c oUT te» j BYE BVE** . RJRDA DA BWIDING CaMon 92t W12S t *urriCane Zone .sad rn O zols�r wvty.arc. , ay say E Accordion Shu"a Syst m 1L G 4 tw a. w, ww ww KY #I w/CR wits xv.wwo r UR 7ESIM do ENCO "O COMPANY Ai1l�AffCglt SI1i�1#N S am sm.-ft,st..V.vs,w4m wootim,Kenna 01 aftns Inc. t Oto 11-192 t f3 5 wa€ 4 13 29 :(xr 71-15W.Fox i s�0WI-Ml 4269 ostroods Drave A OkAYI!!fiG NO r utast Rolm aeuch, FL 3,1407 ; 15-085 '3 d IV410 5 y0'ak"3 S:,`�y�� wK 1p �gQ mow' a t'�' "►�� ,�� c`��,,'"VA*Ilk � OW vas Ir 4 VIA .0 viol �a 1£4�..lLBt��Yom"' '� � ,✓ 1t A ,�i 40 160 Al "� �. s,a .0V ox sof° S ,aa+ ill -ova ,Sto ry 04) INK 00 4y AD ccs`* ia►' ,p• ?`� 'q � i*a�! ,�,•� "�' ;,.� Wim''' �� '.,��" `' top . fes av wa lear�- 4 . ,0A SM4EMAE It SCHEDULE #2 � MAXIMUM SHUTTER SPAN- 't.+"OR «L_` MAXIMUM SHUTTER SPAN*'L+' IMUM SHUTTER SPAN*"L+' + (ft.). FOR INSTALLATIONS WOR R. (ft.) OR 'l--' (ft.) INSTALLATION ID &*'-Tat INSTALLATWN5M ,+, i ...- CONCRETE & WOOD (1)L+:MAIaMUM ALLCAiRIVSLE S%ll iTaR A pMEal W/ONE H.V, LOCK 0 Or�to or Ik W/ONE Hv LOCKS UMSORY POSimIE ASA-D PRESSURE iW m Ho LOCK + w/FK1 LOGCINO RODS rar ONE INV LOCK L-:MAX,ALLOWAKE SPAN TOR A OVEN.NECATNE CENTERMATES dT r W/ ONE FN '1 W/ NO oIz W/ NO LOCKING WALL A. S. C. 0. E M« N, 0, P. 0, AS.D,DESIGN PRESSURE RATING DS_ MOUNTING F. K dT L R,S, & V. Loci® W/TWO LOW RODS 0 TOP � (SEE NOTES t tt) cow FOR MocI+RroO 4 11 (a)PROCED18tE to oETFRMwE MA7UMUM sPAw Filet BOTTOM .SEE NOTES - SHEET 7) FLOOR/0"_ING C, M, t, If.J T, U. W h X WALL MOUWWGS PtOP/BOT OM)OR fLOOR/4WUNDr. NYNaMfw *mC"m&WOOD IISIWUttac i6niAAr CONCRETE&wow we" MOUNTiNG df M PNWIIAT WALL MWRn1HG F1,AOR/�I;ING rNRlIlAIC WALL NOWII�O A8.R 8ENNIt 1N$UItAtION6 SINE MAXMI M SPA 'L+*FROM SCHEDULE. IIDtIM1IM II '0 4 f ROOK MMIwm Gh"A NL'1DAT'NE ASA.OEM PRS RATING, �ifooft+C Fi00lI' MWHM6 DETERMINE MAXIIAM SPAN 1- FROM SCHEDULE. -.�-.. ..,.._.. MAxwLw$MASTER SPAN%+1 CR f L- I N t- L 4 L_* RNS RUTIGN1S INTO WOOD SNA0.L K LIMITED TO FINAL MAXIMUM AlIONARLE SCAN 6 EQUAL TO THE 30 OR 18'-1Y 15--0" 1 1 -d{' '.,5� 76'-4' Y8`-di' Iii 7R-td' 1I'�D' 105 Paf.A.s.D.DESIGN PI�SSURE RATING. m"CETERmwEC SPAN IlEi14EEN 1+-"AND 35 I4` 10' 74'-70` IS'-2t 16'-0' 33 f4-10' f4' 14' J5 T$'-2' 40 13'-10" I t3'-10' /4'-2" 7Y-E' X40 73'-10' 13'-.70' i0 1t'-2- 1W 2' (3)PRe CMff4E TO DETERMINE MAXIMUM SPM i'OR .__.._..... CGMBItATfONS 1H 8CR1'ET)7 WAIT MOIINTINCS - ?75- TS-t' 13•-T' 17-4" 1s-3' 49 73'.:.1` I3'-T-' ss fs+-P 74'o'f' t HV CORNER COOERmATE#3 MAY K USED AT AL OO MTIONEX,ING TWEMOUEN WALL _50� 12'.-5" 1x-3' T2`-^a' 13'-'!' S0 12'-5' 12'.-S 80 12'�-3' 73'-1' MOUNTING INSTALLATIONS.LOCKWO SPECIFICATIONS _ _.+.». _._.. SWI.L K AS M1dCATED ON iAN70ATORY COMO"/2; 55 71'-7D' iT'-10 12`-i' T -}t' „11-iW 11'-76" '35 73'-T' 1T-79" FOR A CMN POS1#NE ASZ DESIGN PRESSURE 60 f7°-4' It`-4" 41'-7' 12'-4' .617 ll'-tl II'-{' sit fa--2' 14-11' DETERI . 5 1d-la' iO-10 T7'-I' 1k`-1 i` 651a-10- 70'-70' 6S 8'--S' 70'-f' Ll+.MAX SPAN FOR WALL MOUNTING INSTALIAWNS. 70 ta-6' to-Ti' 1a-i71'-3' 76 70' 6` /a=6 yD q'-g` 9-41 L2+-MAX SPAN FOR FI.00R/cmm MmwTm 75. iO'-T' ia.-i• ltf-4' lel'-1' 75 1a-• 'it7'-2` 75 E)CWT THAT AI6IUN%VOTER SPAN"L+'OR. INSTALLAMM 70-9' g(i 9 10' 9'-10' 1-'AND MAXIMUM ASA;DESNG PRESSURE RACING FORFOR A GNEN AECATNE A4.0. DESIGN PRESSURE 175 .-.9'-6�... .._A'-6' INSTALLATIONS WID CONCRETE OR Ct)WM CLOCK RATS; 80 i`--3' i-3' i S la-7' 90 fI'-3 9 3• SIVU BE URISEO AS FOLLO#Sl DETERMR_ ^,...- 2 8- 6 g, 1- CONNECTIONS TO KEYSTONE MOUNTINC Lt-.WX SPAN FOR WALL MOIANONC INSFALATONS.95 . ADD 6`-9" 87-4' 8•-0' Ot-7` --i0-0 w7v 4=4' LIMFTfp TO +64,-72 p.M.f.AND.I''0'.SPAN. SEE tx-..MAX.SPNf FOR FLOOR/tU:s1NC MOUMSING 1O5 8'_r MP 6'-Io i'-42 105 W_*r 7=11' MOUNTING @)ON SHEET 7, R15TAIdAl1ONS. 7 t0 f1"-4' 7'�7" >Sx-J' 9'-2" 110. B'-4" 7'-?` /� �r FINAL 51AY3iIJM A.LDNV E SPAN IS EQUAL TO T1 its 8'-2' ?-3- w--4-- E'-11 115 8'a3 F-3" h�CCI '�I i V GLASS /w Cu �G N�NINRII BEIMEEN 'L1+'. 1z t'. 1a-AND 120 6'-0' B-7i' R-2" 8'-i 120 8'-0' 6 ti' .. C.r. _ IY VLJ'T.7J 1d!_LG_•�� (4)GO TD ANCHOR SCHfDLE WITH FNAB. 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