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HomeMy WebLinkAboutBuilding Permit Application w ' SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name:Gary Simmers Name:Miriam Van Tassel Address:14506 Aguila Avenue,Fort Pierce,FL 34951 Address: 14506 Aguila Avenue City: Fort Pierce State: City: Fort Pierce State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Add ress:3100 N Kings Hwy Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I jcertify that no work or installation has commenced prior to the issuance of a permit. Si.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. I j Signatur of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF Sk VbNa. The forgoing instrVMent was acknowledged before me The forgoing instTLimeqJt was acknowledge_before me this �day of 20JX_ by this, day of 20 VY by Name of person making statementName of person making statement Personally Known OR Produced.ldentification`**� Personally Known OR Produced Identification Type of Identification Type of Identification Produced 5`r ' aur 3. ..... r duced . LASHAHNA INGRAM 4r� LASIIAHNA INGRAM oM.. rµv ,p'Pi �: Notary Public-State of Flor da ;=ot�aYp4� Notary PublicState of FIOrI 1a ^ My Comm.Expires Dec 20,2 18 * M Comm.Expires Dec 20,2 1: FF 4472-4 (Signature of Notary Publi Sf2t�;,�R�flogg}dk through National Notary A Sri nature of Notary Publi ifbr'Lda`' ,,,•� bond d through National Notary' Commission No. (Seal) Commission No. Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE i RECEIVED DATE COMPLETED 'Rev.8/2/17 ,U.R'VdPS.rA.WD N4QiA.RCD XFM owAs r,Or D N4YNL AfD NFJIU DPRNLiDLT.SY'TAPU PAN VA41r D7X[SOLt.CF T.1 roma R Gmwr CR� .UAM DR CLCO MAL£/FCKe[L'NM'FLADRE T(W t AL[PIXNT SIX,AS-sfT p.N MILE/12M1t£PANnANN: 'T1D0 RNLE/fLMiLE FANLSMir£ OF WC�NNfN.NCD XUR OfNALY[N.T, rUr SRs' ARDNppg . st.MEFiCE'raR IPA-10W) OF va.cRY:CMAWK r Or. '�� fsr saaMtce jm auat). ,,. 4 caNL(5¢'..Sp+{atae MR SPACM) ' ` ^.. naD MarlFFaoae rNxzMATa - �.��.• . .___1 Avztivaas(sem scxmUtC raa xWaND � i � . PUL1Rm '`�, RCONCREW—+ f ,.. C(WCFM — • !. REOW FD.-^� p \. 4. r7kT�7 E mw \ n�" �i4ROttRE7 \ 4i t 4.. l MMMUM SFPAI SEPARAnUN TO t { t'ALtNHLUM { GLASS 1"MLNIMUM ! F: 00Z ;C' SEnACLASS tD. t ' SEPARMON"TO. GLASS •• ` C'i 1 x BOLTS W��7/a,x 3 32 WLNG NUT O J/4'O-SO x J R I 7 f 4 1 �-Lt" CJ p j}!'x 3/SZ'WfNC NUT "( # �L.I/'A x0.� � �.. O 12'O.r CON CRm •w / ,; $ RFff43 t ✓ L,w I AIR11 w _ OR POURED . BLOCX WALL / C B-CK W CONGR - ETe A OR tiLt�iRE7E RrOWREO I 1 , BLOCK W� AEQNRED `)"T"'`� ' 7 Cant BLOCK })r f 6 cm, �� � _ � RM ED - �/ \ �'--NW t1UT O 12"8.G 7AKOIM ALL MW SOLD-3'L7 ,• Dtt 7A b X PR WCOSA Z4UC KUUN..NED NO�DJ IAftIC 1LW0,'4 RPO LLaeO mIwB4.f, - LLOD LCRIf/FFAWL£P.IirFLYArC OL7M/xR.L CF TAP-DRM,-GIAK-bVOR , t uc.wK,Rm (S TiA-aPoi;GWt-pfDR R,YCXDNS: f1N t1:41EPMt2UAtE WOM-M,Z4 UW `-DDW�[C tY TAS-r.QN,Uh<wW DR" 1 Cone L7.tEt:kAE£/f}K:N5 PAMOM R "-"4@C-L XKJ 1S 1. S 1-`FE SEJLFP'f1E i7YN�S+KYµ+1 (` S EDeRfFDR$_Qw) 1sC8 sOL a"MR..SMCYNGJ -:- - lEANLE'PAM1'..LNA1F` - ANCHM S}lIDDL€tint suA:Y6) SEC77ON m ANCHOR 'WALL MOUNTING INSTALLA:PION BUILD OUT.INSTALLATION BUILD OUT INSTALLATION SECTION 2 =IX. SECTION 3 sme;3/8•_ s• SECTION 4 scar.see--y- __7 • 1-MLNLMUM.. -:SEPARATOV<TO C V, 7 -x 3/32'WING NUT CLAS f' E.O. =EWr DATANCE *\� T2 0 '+ f7NI5HED WALL - i M/sTucGo), ! s* T fiafA1EQF '// fi��'� 0-20 x.Jf1• NOTf FOR.OOMB/N mN OF.sECRUNS: �',�.t�n+`+• IN t, OL75 W/7/8 x •t v p �. •�� / POLLR'ID— l' 'POURED -^�' COACREw �.. t r2 0.etc Nttt o ,Cp61 EO IN ANY,WAY TO SUIT ANY INSrAtLATION. COWREM BLOCK WALL .BLOCK.WALL G,MI. DWCays zgv Rm tr w LLtNLeDf.>r O'7M ;Ctt w DA \l nCO eWLF/FSALuc px 4# WTF ,.. Cot .. FLORIDA BUILDING CODE I"Non-NFgh. Velocity NMrncOne Zone)� SECTION STUD .(SWM SPACM) 02017 nirecu wc. 0.050"k?ERINA'ALUMINUM STORM' PANEL WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION z s^QEEP) nisY. L EG-4 iroe.,._ EASTERN METAL SUPPLY, INC ��. SECTION t :sc ue:.3i8'•;f • _,SECTION-2A sGUE:3/B- 42m**Rawl ORWE WtN'TEsnoo At BNGtNE ino'COMPANY 'OW PAW BECK FL-U07 17'-Qs(7• 6L>✓`M�ldVaa.9R IFaPOVfAQIFlQ R.Sii(6 P1MNF(Sat)2DS=82hX F.iC(561}841-17t6 DETAIL OF SECTION O STUD VALiD ALSO FUR tron+is(w Ti-raro.Pae:parA+Trallr war utts ar w*a enc r as w as DRAWM No ,"X%Y1 MOUN7LNG LNSTALLATOY-SECnoN 2..(rap). Ey- 67rF 'WALTER A 77FLtT J:P.E . Pla rsMa.. x . .SNS J AFY4 TAPMI%OWY-W WT FLOV MrL rAWW'S.G[K-fN 019 ac0 uktr/ 71av KNC Nor ONLY TAPGY�Q 2AWC N�XW. 70 Comb. MIMIC.nvinWIFM1YaATRS . 7M-GRA CYX N (WI`scufPtkC MR ww;y2) F.Q, �1 AWN£AwFivat£AVCrAT¢5 E:D. k:- APf'filYBLE AT .d9 OCO rcuf!UJEaw.f C- !,/� 0-20 S.S.94ENW6 (SEE sari Wt£MR SPApAC)- PAM "Ir AACMS" l BOLT W/HUr K WASNFr i C°Z7f-1N•ALL.ACtNTB 5DUD-SET.Q4 .NATE PANElddttiE(T1P. !� POR a t2•a.tt r .sPAlTRc) -� i l' \:" kxco ryas/l+wuc•:aAN>:ware.'AiicRDRs Afro.. POURED CONC1&7f. }i r, \ POlIRfD CQYCRETE' I.I Z"� (SEE SCkSOULE f0k SPACAMI "�...` ♦ Re'°tRRfD --.� --1• I [1 '- '-';. - f �- REOW ED \, I e I 1 e ALrFRNATE { OR CONCRETE ui I A I ? •y 2 LEC LOCATION 1 BLOCK WALE. 1 I S 1 $_Cam!- } REQUIRED 5 Coit 114`C=20 x J/'aSOLIS ' 1.MINIMUM I J'AflNfAIUM i ". 2'WTNC O i f T I . SEPARATION TO �. �^ SEPARATION TO E 'V r.. :t2'O-G. }. SEPARATTD i W -:OLASS. . CtASS I. I _ r"LM`WIlLLV ! �Ny CLASS 1 Ln 5EFA� rO GLASS i ! a t a 1/4,0-20 14' 0. . 2'Q C, t ! 1 I cecia arroN 9 coma i I r/s',JfJz' c `Lrs°wl ija i * ..NUL O t2'..0:C, 3/J2"{i?NC.NUT a, I CON0Lortr. rz'o. Q POD c r OR COArRZIE BLOCK WALL }+ TA ....._C',fit.__ r Lo»d, REOttIRED .OR CONCRETE . BLOCK REOUIREO ___ ,/ '}- /. //f.///,{' . sl !% !/,,// ://r:,(' 4:�i .�1:� / .C"-VV,ALL POtNfs$OLID.SET Op i t fFL61 / Etco MALe/aUAL.1:PANELf4a..: ME SLYIEOUW F R SPAOLTWf NurC WASHER" TA CO&%C"-W dR:£Wa—q-1 rAKd3S.WK INION aco NL'rZ_1. I.--•,-- UK-WORco a 12"Q C fawt[Pov pwAre An4"'imRs D,^-- FEMUE PAAMWW;wdwas f.°.(ME56ttouts Iw SPACING} Ca»L (Jt2 SCAMMC 9W SPALTYG) (5EE-b.REQTRE FOR SPA=) BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING Bc FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M. SECTION 5 $CALF,JAB'_ ,' INSTALLATION —•SECTION 6 INSTALLATION - SECTION 7 — SECTION 8 SCigf.E:.T/B•- :.I•. .. _ SCAM:.'J:•t ,ri,V .{ +ol"fi ,IL�firr' A\ ,...,"r'4 •$CREEPS 1/$Er7 Ar ANCHOR$MAY 8E 1/410^20 srAE.. BOLT"W/+f yOR if40-?d"I.S HEAD mr uwmm —SEPARAWN TO GLASS• _ +L t {61 SIDE WALK BOLTS ARE J14 C+rJ/J27HICK 911n. {ff 0-20. y/t' D. IVOE EDUIE�, " * r •neuss.FIEAD-BOLI$ARE.r/2 Cxr/9'iNMX igw Cant - BOLTS w/7/8 x r l B J/,•72"mNG xur a srtTFr 6 z)' y/ 1��' � a W/t£AtC-r 1 AS PER NOTES .24- # 2& O,rQRIt1 �e�► id/dd'- NOTE FOR COMB)AWnON OF SC668$': WALVa00R/CAUNG MOUNTING�SECIMS CAN BE . -1 MALE✓_/ f;0: / COMBINED IN NY WAY r0 SUIT ANY INSTALLARON. - FLORIDA BUILDING CODE (Non NILJh, VBIOC/ty,HUrHCOna Zone) (gr. E"m:SRWX) j 02017 WE=fNG 0.050"BERTHA AUVIANY STORAI:PANEL; Le POURED MWPXX---' (2,25"DEEP) awWx AY FLOOR MOUNTING INSTALLATION : """ EASTERN METAL, SUPPLY, INC .� SECTION .5A. ..s F:s,B ?.! IL ECO,,Ne.: 47s6wsr-dwsaevE .. _ rJLtlT TESTING Q ETlG1NE£RJttG COMPANY KF'2 -w BfACK n.41w, TT—D88 a"ILK 3 3 JCL,ikT.lM�bNOfrX:R J31W P710PE(56r)2d9-8263 IAA:{J6r)daT-IFr6 PAw+73G7bn-ISDJ.sw f p0?7?rl-rA.Tr ecw. -.m -ws�w .www... aur ,. Df&1mNCNo IS-dOdell. WALTER ARlltr;,ir..P,E: .r wnra-ar.. tt-Y/+ ..t SNEfT i-dT'"Ts _. ndR,Na Lk. 4IT6.T'r.. POURED CONCRETE `- I,� b P DR£D GONCREr£ CONCRETE BLOCK w,i C NCR£lE 9400K WAG. VARI S r i REQUIR- REOUIRLTI ## - 5. .. ED POURED CONCRETE 2•,,3'x.093"3rGS H-to OR /l C 00000M OR IYREi7t!➢TEO, ''` W7M' OR51'a 2 ,WG(.E��-T-.,,`` ! CO 0 Istoc"rA \ CONCAEr€AWHONSIr^`2.b�+'Wrt. 2.500 1'um. CONCRETE '\ \ \ \ ._t� J 1/4'GAP } ANCHORS f !A r2'q.C. tARRES J' .REOURRED ALWAYS ( Max. I �__..._ OR O4 [!1 1 ~ ! OR I.Ff]OR0 (F� ?` 2 x 059' .pS.rERNATF-LEG LOa4w'v 2,.x a"x.775" i , 2-tdax. 1 V 70 2 x 5`r;.255• 7105-H1i OR BOBS- T6 / " "'* ON Genf Alum..uYG[F OR CenL..Nam.ANGLE OR ET rAL Ar 754. �- SHEET METAL Num, a BOLT 4'.4',_U72' OEMPLATE'J 2{'0,C. Jlal-NII OR,6063-T6 ALLOr W/.GdCKNUT Cony.Num.ANGLE 1 .CASE A- n) CASE 8 (81 CASE CASE C (Plop) SCALE, T/4' - scan:- )/e" scats CASE D (Plan) _ )' r/�', )^ ,END CLOSURES. DETAILS scAm V41_ y, MAXIMUM A.S.D. DESIGN PRESSURE RAT/NG (p.s:f") „ ,-L OR CGNGRPOURED CONCRETE � AND CORRESPONDING MAXIMUM PANEL LENGTH ErE ` imN1 1 BLOCK WAIL '1 (GPEN P051ROH"+) POUREDCONCRETE SCHEDULE FOR A GIVEN PANEL SYSTEM MuRoD . . � R cgxCREr£ rAPGON ANCHORS dR WAU RED007W . ALL PaNr sGuo-sLr r k6wyuu M'ox.F'A tENC7M {SEF SCXETNiLAB.D.DESIGN ,�'� tILd1R1GAN£CgNDRiOAtS. § (P tl MpUNBN6 W 810ftNBNt Wf WALL MDV W% COM ' � CE 'h"N6i0ER (J A'.11-i- !Q COKAQNE'NT. 418® / �/; o. +'30:0:-J0.0 12'-11' )2-r1^ 12=11' f/ _ ( Y,1 r"ARMW 12'-)1' )2-11" 1* _ 1 i"TO r'MtrrtMOM 1 '-+35.0,-40.0 12'-0" 12'-0" 12'-0• 1 ro.Cuss .. '. • ` {.. x a/s2' 1 } f .JJJ —WING 0 440.0. -45.0 1)'-2^ rd=2" 1)'-2° /!//� . - 4 SMD POURED CASE E (Plan) CCRETE OR +45.0. -50.010'- 10'-4" )o'-T i CCO C �,/` f scncG r/{'m f•. .. "+50.0. -55.0 r0'-0" 9•-4• 101-0• f/'�: # REWtOLOCK"a£0WALLi- CONT. ±WUWED CORLRETE ,'` i ,$ECX`ION C"STUD (OPEN.POSOKN{+) OR CONCRETE.BLOCK v . +55.0 -50.0 s'-7" 8=6" s=7^ WALL a£DwRED TYf? TOP/BOTTOM izl +60.0. -65.d 9'-2- 7'-g' 9-2" .., S OR ALL APCOVM S O_-.5£f.- �{1 L"l,�W. .d �A, �•y - C OPEN POSRhW jo (SEE SCMFO"u EOR SPRCAVG7"' "' +65.0. --70.0 B'-9" 7,-2, .. 8-9• T '' p ...,Td :. WALL A(DU�V7ING /NSTALLA - +T0.0, -75.d 8-6" 6'-B" B'-6" SEGTlON -- i►A167 FLORIDA BulwING CGDE Non'High yeioolfy Hurricaine Zone) x i »*. .02017 nmw,,LUG: 0.050"BERTHA"ALUMINUM STORM PANEL L a SCALE a 3/8.= r J[. I (2.25"DEEP) b.Ww sr., s NDIE:MINIMUM PANEL tENcm is 3-a^ gyp; f .4 ! }► EASTERN METAL SUPPLY_, INC, G,�,7 + .. �V. _ F nA�....��.LL.. .� 1 d E V O E N C.... 4168 1M AWS ORAE ' - . 1 slim. TESTING s ENGINE£R1NO COL(PANr -NEST PALM BEACH.R:334G7 17-0 R,e afN. Yn.1a;,r>RarA taWfeR A ST;68 1'R0.RF:Asuz0B-82b3,fAT:(561�R41-)718 tmAkn_,sm 96 EB-0G06779 _ 1YA[TER A trttrr fl.16.£. 44 {{67 - y ". ,.NETT 5 OF 14.. rxs scirmLRE rRauiits REOIREo ara10R mic>rNa Y�fA7IMV4 A.S.D. DESIGN PRF'SSURE RAW-Q (p c� AMD- CORRESFrQiVDING MA1C�f�M ANCHOR FOR A GNER ASA.OfSiGN taw AM1®/31AP:7.LOWN E D: -EDGE DISTANCE' r Mixlrmu FANQ taxm MR Ate, C G CHER LE' O 'IN L TIO' CQNCR TE D ComCRF LOCX S7'RU U " Lnrn°sE1 eF m AszFErt. _ I�UA1 94XWWUM ANCM7R5 SPACING FORE D. 3 1/2'..•. MAST' .. YAXIMMf:ANCHORS SPACING FUR"E a .1r/2'-' _ APPL- 70 BASO• ._. APPMAEME TO,APYAIUII '"AST' - - SECTI HGF. PANEL YAESlCfF' FT 4T11lS 2ML4C NLLW/ _pf SO11D-SEN PAN4rNHff5, CF OF CMP SECf10NS,{f S PMfi OE9CN &V 15 uR CALX-1N. 517tJD-SET-.. FANEYdlA1E5 CF TAF-t 7P #•Cft4YS f PANEL. RF REA HR DYWBPCt .:. NY COIABJNAfX1 tEA1CTN PRESSURE T.1�. T 4NY COUSNA 1l�Cc raKRar reat��'Rr 2bhWcrCut50..wrcV:RErr;aA awwcAAcTc to � NCr7F nrEll 2"(It.J {a l / # a �wr..ec1v�GRl7E wtSvttr:ennr�.¢ETE'uA mstVNlr cuv� - oor n11u i�(rr). - t2' - !2' - _ 12`.:, - .- r2' !:(TTtP). 12' - 12'+f s 12' _ _ y. !2' - " 10` r(rap)!0" 't?-*+� 12" 12' t 8" 12• 12" 12` 1?" 12' 10 1jz' 7, 9f(BOTfoM) ! '12- s' 12'+ Q2" 12'- 5' i2` 12" 12' ,r2^ 11 1/2' 3 t/2 4 e(00770M) 7272' 12' .12' J2' 12' - 12' 2'9f(7OP) 12`, &. : 71� 12' . 1?" 12' r2-.... i2 i i tj3- R9+(Tt7P)t0` -.f2•+ ;2' 12 8• -. �', - ra' `i. 12' •.: 12` ft0 t/2", '2(f3ATtOM) r2^..� 6' .12"+. 72' i? s' : .. .:. f2' 1 12` it 177' 6 i/2" 2(84TTO.tt} ,.: 1z`._ f0^,. 12^++j 12 12� 8" 12' - 12• 12' fO//2'-.2A($OTTOM) 12" - 6' 12'++ t2' t2" 5- - - T2' 12" -t! 112`16 r/2:. 2A{BTtTIOM). #go,-4a0 rz• i - 12' -. 12` l - - ^' 12• - 12' - 3 do 4(W) 8'-O' +35.0-4aO 12` 12`•h+` _ 12° .- .12• - 11 1/2' - 3't+:(TOP) OR 12' - 10' 12;:" .r2" J2' 9" :.. - 1a. 12' 'f2' r0 i%z' 3(6077o,1i)` 4ESs.. oR 12' s.. r2- +i 12' t2• s- :• 1z' ( 1?• i1,1l'is r/z' 3(BOTTOu) ro,-o' tEKS 12" f0' 12.•+ 12" 12' 8' - _. 12 ;f. rT' 12` 'to i/2" 4(EOr10u) LESS 12' 6' la^++' 12` 12" 5• - 12' 12' tT 1/a' s t/2" C(BOTTOM) 70 ...`. 72".. 12,++ ' ,T2'- f _ r2' ., _• }2" -- 5(TOP}" .'i 12 - t2^++: _ 12' - _ t2* - 1t Jja`t - S(1OF 12'11' _ ) T2 !O' 12�++ 12 12` 8' - �, = 12" 12' 12C 10 r/2' S"{BofrodQ. 12• s- i2^++ 12- 12' s' - + tz' t2' 71 1/2' s 1/2`- 8(8OIT0N) L12' _ _12- .« 12' - -. .. 6(1'OP) rD' - .' to' t - f2' .. _ - 6(TO°) rz" - - - s(sornuj e _ _ a - - tf't1' - - !2` - - 7 O) 7" '_ - _- 12• _. _ _ tz^ - ... +_ -. r"(eorroa?l x - - t - z". ! _ - ^. 10` _ _ _ 7(aomsu) i 12' S" '72' 3 ?2' 12" `. 12' > a(TOP/�11T0M) _ - _ t ..- i2• j - ?' �. i2" T2� k 12- - t. E(10P/6OTTOU) 12". - i2"+ - f2' I - �. 12• - '12' I _- Y(TO?)• + ONLY MPCOR ANCHORS OR ALL PL11Nr SOLAV-SET ALLOWED MR.MOUNTING SECTION S. ..... 12•." 8- 12' 12' 12 ` 8' :_fz" 12' 12` 12" 12' a 1/2` 1.9t(t3o cif) _ f tf• ANCMIRS 5PACINO ONLY YAUD fiiYR L4lFAC 11A11fN. j12- 1 1? tz" tz' r212 - t2 - tSEE SHEET:8 R 9 FOR ANCHORS,TYPE$1 SPACING8' r2`++ 12- 12• 6' - - 1212' 12• 8 f/22(eomw) FOR CaTAW110NS INTO WOOD FRAME SUIDAK;S12• 6` - - 12' f2' 8 1/2 ?A(80TToM) MAf6MUM ANCHOR SPACINGS ARE YAUD FOR 3!/2'EDGE o1STANCEwFOR E:D,CESS TAN"3 r/2 REDUCE ANCHOR SPACING B7"4a0 - 12 - T2• - .12" - f2' 3&4(TOP)'.. MULTIPLYM SPACINGS SHOWN ON'SCHEDULE BY THE F•OLLomhvFACTORS.(Mh.E.D.r;OR CALX-IN ANOMR5&ELGb++ 12'' t 6' - 12" 12' t2' 8 rr'2'. 3(80TTOM) 28'-t1' FAME wrg�'15 2 tf2:�M'D J 1/2'MR SOLID-SET'ANGNORS};S. t2 I2'' LESS 12' 8' 12"' r2' 12'" 6' - - r2" 12' 12' 8 7/2' 4{8oTf014) TO 70'-O•,- FAGTDR 1?", - 12•++ 12' - 12' �' _r2• - s(rOP) ACTUAL i» D., ZdtLft:stv"5 dI(+ 12' a' 11'+ 12" 12 G' - - 12'.. 1z' 12• 8 11x` (BOTTOM) ,• 1u rAPCON /DYH4�"7 ULK-w 30137•Fr cF 1 PM1 l 'Ly�C",pn�••........ ,• �1 12•... 8(TCP) 3' — .88 .15." .78 1.00:.. '"'rVfi?yQN/A4iJ�;r` to to'_ _ - - 72' - - 6"MOTT-) x 112' - Jr so 11 anou 12' .-_ ..� _ T.{TOP . , r2 ... . T r2* 6^ 12' 12' 12' 12•. -_ 8(10P/BOTrOM1 : ....._ FLORIDA,BUILDING CODE:(Hon High Velocily_Huc igone Zone). 02077 var iRC 0.050"BERTHA"ALUMINUM STORM PANEL (2.25"f MEP) OtAwR a1= �n�7 oz/ze/rr �14� EA ( STERN 'METAL SUPPLY, INC 1 : i�r E.+C.t3..,Ne....: 4ise.w=A04o5oRN£.. nu TBSMG a ENGINEBRINo CWPAN " 1 eEAto-11 334oz t7=O96 yty n:, y i1FLirni •Tt.sataa PNONf' 1}204-82Af,.FAX'{361)641-tats (5$ vrKw,,(ros 1-fA+io.sa r ffOyN77-..f.1f w.r.... anc.nu au .w:w a+rmror w.r.:. OR MW ft fB-00UdJ14 HALTER A Z1 flr m F.6 "r rM.P r(-v.1 -:. ...-. SNFdt_6.OF 14 rENLm 1r1R r av1r+ ND1NG MAXIMM ANCH L t r Ansa L61p.Xlb7 r�vsriauri ws Am, �7 `MAXL�UM�A S.D.S'D DESIGN P'RES'SURE t2AT1NG (D s f 1 AND CQRRESPQ * E. o,_Eace oisinNcc 50,20 E oN, Er{, 5 AC NG SCHEDCILE FbR'tNSTALC r{T1QNS INTO QQNSREM AND CQIVCRETE BI DCI STRUCTII�ES 11WVW ANCM65 SPACWO MR F.O.�=J 112'•''. APPLH:Al3LE ro fLAG1NL4 'af•117AraX ANGN(7X6 SFAC(!V6 FOR L F.-e S 112`" 1�•n;.`. ,�.�i 1 DESIGN,- ,tAPCO:Ya THUG XNt1N/ -W saw-ser NANQANIES .CF TAP-aap •SfCRONS j X PANQ OF3YpN -r M lAWC O;eK_1N SOW,- AWVkAT1M CF'ud.�jlSp,.- FRE.CSU1tF RE1t hCL DYNABGL7 .. Y LENGTH PRESSURE Rr71 NA plrueA'S .. - - -. ♦ 4 CQJtppdtO,r 70 ro % . m 10 1C ro ro' to '. Or Tmw 1".(2). Rg j m ro TO ! to Jo m ro I m to m ro f1 �7' xA vRr EI +asrcpnxtJ1GSYA5GCY. C91.YREIFLUSa M1' CAYCRETE;XASONRI' Mhrsi€IE L74Sa104Y. CohspE+E 1NSa5d4Y L9,YGN£1F NA3aVRY CLNCRETEX+SW C(N.'bFETE#ll4+Wr1RY tm�?E1E(LU'lvF LYY.L^RL7E- 1?•++� Tx. _ 12'.. - r2' .. 1(toFJ 8- - 7„+*� :.,g- - - ,r2• IR•++ f2" 12' 5' J2" i2' la' }`x~ 12' 7" !,9t(BOT7t7/A) f2" 5' 1f" f0' 12• 4" 12' 12" f1" 9 i/`l• 9' i 5• 7$~ - 12'+ -" - 12' t..- /2" f2' 12'' - !2'. - :.z 9+ftp}, 12 gc++ .. T2� - ir2' (2` t?" a.. o' - 2. 41(mp) b 12' 6< 1$-' 12." 12' # 5' - r2- f2' . .:.T2' ?' ?(BDTTndQ. ''. '. 12'� 5' ._ rY++ t0` 12' - o• _ 1 � 12• ;:e 1f2' .. 8• g- .2(BtitTOAt) : .++ ,r2` X12' ,1 5' - '. 12' t2". 9x', 1 2A(OOTTOAf). T2" f 5' 11 - - 12 .}- 6' :.IZ' - _ •to'�, t2' 4" - !2' 8 7/Y; 9" 5' 2A(80mu} '.rxp,3AQ0: 72," i --a&s(rab): .e'-o^ #ma,>wo 72• (.. _ 1i:+ 12' M _ r2" !. 9• t: - : J {(fu°} 6'-0-, !D 12' 6• f2'"12'.T 12'` 5' - 12• 12• 12' j» ?{80770X) OR TO /2`, s• it + f0, !2" 4,. ` !a` f s 1/2 9• s J(60710X) dR _ LESS ++ -_ .. {. LESS. +'.,L'p,-56R. !2 6" t?'+ 12• 12' t 5~ - - _ 12, 12`' 12" .. 7' 4 f8offpX} : *MO,-60.9 12" S' it 1d~ 12' .. 4' - i2' 9 !/2` 9' j 5' d(tTOTrOX) 127" ..- t2-++ _ 12-. _ 12' 12• s:(for) -12'. - it. _ -.12, t - _ 72. !' 9' ,.- 5(top) f2' 6• 1z-+a. Iz` 12s" - r2' 72' 12• 2^ s(enrinX). 1x~` } a' ri• to-, Yx• 4 - - rz' `q 11z' 9� 5• s(BOTMA. To•.. tt 'O• - 12^ 6P) - 8. - - 6 t0. s - - 12` - _ 6(sn raX) 6 - - 6' - - 9 - - e(6orraw ` 7 f0 t/2»: - .. 7 mn)X - $'- - - - 5`.. _ _ _ 'i 1/2' _ _ 5A.78d . 7(BOMIJ) p' - ! - 6- - i - a- 1, T(80=4 - 12' _ T?» t Jz• 12, ,r - 0(m.P/rlo770") - - 12 - 12- J2' 12' s•. r14- 16 (rop/00imm) . _ - -_ 1 (TOP) _ 5'..: - 4»'�' S•:..; -: _ ... 8^, .' 1(lop) Ir' 4` 9'++l 6 II':: s, tz' 12 12' 6' 7 1/2"E 4, J:e(Ronam), To` t a7' 10` J' !z' tz' rz' 7' 1.9'f6oiragiJ: 7z` :z" rx" 7,rtz z.$+fToR) r0 Y 7' - 12' - 12- I2" 12~ - 2,s+(w)' _. ft- t 4, 9^++ 6, It J•: _. _ Iz, 6• 7 t f2• 4.. 2.(BOTTO:M).:. foy_.. J. 6'+* 7• rn' _s' is' 4 T 2{edrrou) ++ - r2• f 7- .6 I/2` J 112 2A(BaT117X) {, 9•++ 8' II" J'.. _ _- 12' e. 7 T1?' {• :1A(8017011).. 10' 1 {` ,. B' _ 7 1p'- -J` - _ _ 12- - 7 112' 3r&{fmP}. .Ssa-tato ro- - a'+ - to" 1e - 6 Ili- - a x.4(rda). r(r rt, 4' 9-141a- I. .a"' -' - z' a' 7,112' s' 1(aOTTOW >6 a` to Tv' ;' s' 6'f i' To* a. - 12 7• 6 r/z' J r/2• J tsofias} ;6=0*. _ :.... - - ++ -t 3' _ a t2' T' 5 112'f J 112` 4,(fW7TOA4.-- m 15SQ.-fi0.p i7• i. 4• 9,++ 8. !F" 3. ..: - 17~ 8' 74/x`. 4" .4(6olroxq ,� 4754-80.p Ip• # J. 8.. T 70` II• _ 9'++ - 1t' 12• - '7112• - 5(1'op) 76•,. .., $. To` f - - 1 '" 12". - 'o I/2' _ 5._(Tall). 9'++• 8• IT* j J' :I J?� 8'-_ 7 112`a 4" 5(BATTO.Nf 9' T 8' � Z' 9' 3' - f 12'. 1/2' 6 1/2' J 1/2'. 5(BOTTOM) E b.( P) 1/2" _. S' .,, _ 5• ... _ _ _T" + _ _ - - 6(80770X). :- 5' _ .. ._ 5+ _ .. _ 6 P12' {• - : ,,. {• ^. ! - 1 6 I/2'� - „' T..DTTOLI 4.. '_. - 4~ - S 1/2' r1z` - - - 2(80TTOU), s_ - B 7700) FACTOR FACTOR... _ fi ONLY TAPCON ANCHORS OR ALL'POINT S&M-SET ALLOMLI FOR XOUMINO SEORON 4. ACTUAL r O. ++ 'ANCHORS SPACING,omy ApPLK'ABL£m zrwAc muN wrcHoRsUILDING CODE (Non'High Yeloclfy,Hurrldone zone) ZArAC 1 a4MW .. " SEC SHUT 7.&8 FDR ANCHORS TYPE&'SPRIXt1C FDR'1NSTiitLATIONS�INTO NYJQtf-IRRNE -. FLORIDAFL R! TAPCW /om4mr cwr R1 SOW-SET or MP-OWP eUn V=- 02017 MIEW,,Mr- Q l)5W'BERTHA ALUMINUM STORM PANEL ce ` AArfQYAttS -.' •• 'APWIXDATANCHM$� AcrwsS ARC MO lOR`J,r/2•Ez1GE`asTaNCE. : (2.25'.DEEP) ' az+mr pr. -. 3' - .• .66 .75 .78' 1.00 MR r.A LESS THAN 3 rfz:RfauaE AM1fC1tdR SPACING BY ��� � - O71M/f7 ALtRT1PLYINa SFACkWS SHOWN ON SCMEOUX BY WE tnuolYmc �, EASTERN METAL SUPPLY, INC � .DATE; .. FACTONS 000.E 1k SDR CALK.-p{ANCHORS At ECCO - t L� /� 416p trEsr.QaapG 3aa ves+pj 0 50 X80 FANEtLUTE'19.2 T/2',ANA a 1/2'1roR sour-sEr,ANcxoRs). - - 'i� G.�.V,INC. . , .. . ..' ,. .fKIR'nflS OPEMTIDN.TO Bf M4X,RfdUCEXI SPACINGS RfSUL FROX AFPLYrNG`ABOVE'. 17LtrT� ENGINEERMG COXFANY 2 50 aus Nr,lf#.ex ua xs G u0ur N area rrEST PAGE firAoc-12 J7 098. . FkiCTDRS S1tA1L..NFT RESULT 81t SPACINGS-.LESS THAN J`FOR_AU ANCHORS(EXCLAT FHpRS•(S6rJ2p4-8267,FAX.(SBt}3{1=J7r6 n,:(wlla7r-tato.Rr:LlDtl?n-1x11 H.5'FK7R.RfA'ND;DINABOLT ANCHORS). NAtt�k�LT7{.e+r.PE: m.w �ro.: 1orei; CONCRE7C ANCHORS CONCRiV ANCHORS (SEE SCHEOUtEJ (SEE SCXtW`LE}� f/A".MQX.. GAP _ h { ap {. dipI — � : . POURED >•i 1117t!�T PEOUVO ` ( i 2 cant, SECTION e-B SCALE 118' .r" 01n.SEPARAIMt TO CLASS ( 148/5. i AA/6, r ur,sEPA51TtaM I 1 `✓ 15,168/7 15, 6Aj7 To 04ASS ! (WHOt£) (WHOLES) , i i f BUT NOTCHED i 7/d"-20x1'S.S. 4 s 16 EA CORNER a SiTEWWALK VOLTS. BOMA#AS � ('-SEE DETAILS 2/7, QETAN.2/7-+ SHOWN. 11 i 2113. (WHOLE) 1/4`o-2O x 1 S.S.K;S.. t I +rmc Nur r}rz"o,c. n y ( 1 20 x 1 sarA PANEL REA(DVABLF /s s .. $ I - PANE2 I w/ a4 w/7/B'o x J/J2" I . tD AO T5 MMC NUf O 1$'Q G R S EW LtC 60L - i (S_ GETAIJS £f f I @ @ 2/7,?/T4)-GONNEGTED f i TO II TMRU - Co C h ) ,5/8 O HOLES AT''�6 a, OR CONCRETE ,6'OC�', &LOCK WAtt ci. t t. POURED , .-- FASTEMD AT.REAR REOUtREO w t t OR CYC EEE I f $ W/7/81x3/32" t M=WALL ci - .. WING NUT J9'EVERY R£OflG?t77 t j--+2" .OR.@ OR SIDEWALK BOLT: I CCAMM ANCHORS J - J75- 116 f 148/6, 14Aj6, lsEEscHEottE) '� w" 15,168/7 25,16A/7 rQNCRETECNEWAS f Jis" (SEEscrFQULE). '1 3' CONCRETE'ANCHORS(SEE•SCHEDULE): ` J.o. cant rNrERlaRtr REdtWAlTtf PAx2 t Q W/a max: SfOEentK eQLTSMAX 21 . f Min; f Nin. Cont CONN TCT. TMRU 51" HQLtS Ar�F[6 is S'Q.0 Y fASTElVEO SECTION I OA SECTION 1 OB Ar REAR wJ T/8713/J2"IS7NC NU7 O£VERY SRJfltn11!ftOL7 INTERIORLY REMOVABLE STORM PANEL WALL MOUNTING INSTALLA - - 'J�JJffJJ1"Jf�� ..-. PARTIAL ELEVATION Y �r�� A Tl((� SEC IONS, t 0 .. .� ::. SCALE.: 1/8"= �1:" �, ,••aGEN3�t• �`. sratE..J�e =;... Np 441 INSTALIALOWNS VALID, FOR NES JO/ L . :_ . :' i*fi . W TN'1 E 10 LY: O B S 1 .FLORIDA BUlWI14C CODE (Nan Nigh ValocTty H+Jtricane zone) Rc>Ea fi-im 0.050"BERTHA ALUMINUM STORM PANEL ix (2,25"QEEP) mumu an, e�+teiriintrr<! - arse/ra •—••••� EASTERN METAL SUPPLY, INC. a+TE 4266 WEST ROOS DRNE TRLfr TrsNNO a ENCINEEROrO'COMPANY 4w PALM A kt't'='HQ7' 17-p96- exu ax a aea sd mx.argai eaalK4paaqq n uma Prrrx (551)209-063 fAt'(551)811-1716, (m5�l-1 -rer f rSWJ.7l1-11]f ,�;. ya-wr r ..�nlw nur ORAmm No fH-0006rt9 en r :W4m A,THttf.Jt,Y.££ t -, oto+a-aM'; a:. 5ltffr 8 or fs: . - .: ... ROR04 Uc. A'f 161.... a. .. .:.: ... GGWCRETE.WCHORS. \ CONCRETE ANCHORS CONCRETE ANCHORS a CDNLRE'£E ANCHORS �a (SEE SCH0VLF)` E a (SEE Satroutf J (SEE ScHroa£) (SEE SCHEDULE)N \, �"'"` �. POURSP £D.CON ' PCRETE '+`7{S POURED.CONCRETE �.. k f "* POURED CONCRETE �to I#I Ea ,* REOUPEO a�� \ CONCRETE {T t1 t t Ea'. EO. .:REOUWED--� eD. � Ea-y aEo .. � Et7- ED,� _ tk I I -h�` (• ` h � Sill 5 Cont. t # I�.5 0.t- I i Gane. I 7 i aRn SV AR+naN' °fie a^ i STp class 1 1 ki. Lf'mrt.SEntRaDav `LrmTOS170N TO MAIS �I.gym.SUW?AWO T l k W GLASS 4. f i W&C NWr o �tfi 7/2•:91 x.3132' 4 I {. . EVERY Stub # i W NRTD- \ •$ 8—\ B to X/a'a 3/�z' a 12'a C. \ k 1 SWP 7/4'0 3132' Tz'a a ,. ! T Y 1V�ERYSTSTUD I ! m tz'0.r- i 1 :EDGE aF i. cant $ aLYvwaa wna± i ..j `• + —SW IF -� _� `�_.� _.,_ ^^ t •-'��tr EDGE o£ AUERNat£LEG,CONCRETE ANCHORSEDGE {I 5LAD/FtOf.ATXtNONCRETE ..T(SEE'SCHEDULE) rCOCRETE ARCNORS / / I4-caWRE7E' GNcavcrraRsr ' r•%/ •. // :/ J"2' (SEE SCHE'OUIE) REGWAREF (SE£sCxt7XR£ PDUREa jj /,t / SECTION" I SECTION 1 I B "'smEvw�c ,� aarQW/ co;�RETE arxwDRs �� o SEE smEvutE} CONN�s 7O N6J'THRU S/6 D� - CEILING & FLOOR AIAUNTI/VG INSTALLA IT ONS NOLFs aT @6)�t s a r FASTENED SEG1`lAN,.t7A SECTION I2B 4VfmoRLy REMOVa2[£PANT (2T W1 Ar R£RR w..X/2 a /.";..xOr A o EVERY SfoIYRLK BOLT. ... .... slA'lYauf sass EE DFf L z) SECTIONS I r CONN TED TQ 6 p U" sraLF:3re = r GEIC+_ING & FtOt?R HAUNTING INSTALLATIONS f aT P�6}e 2-o.G a PAsrEHFn AT REAR wJ O 718:EVE7n'pxJ/Jz'MNC NU/ sRklYatK 2LYT. SOTS 114'-20W S.S SWIKK OMM SFC IC}T NS I t-��{ w/s r stDmn RrAa FUFD. '� IB ,1i 3 � REUOVABLE_d^-RC� SCALE:3/B'= 1' ( W/`.114-'20. AT RUR. RFw✓As E A Am iN$T GLATIQJ+IS VALID FG?R PAN LS USED JA/NTL Y_ WITH E O LY DAB n ( z F"'ORIDA BUILDING CODE•(Nara'High,VeloaW He one zone) 4 i C a zdl7 nLrEco LN O.p5C,BERTHA ALUMINUM'STORM.PANEL U-t ): £.O.= EDGE'OtS7ANCF - ..* 1 (SEE scrlEDutE av, (2 25"'!?EEP), •ORq:tfT 6r: � •nzx.eus-aG: =�` '•..!;x{1Et1�1►r'. //4�► EASTERN METAL SUPPLY, INC D;TE: ..fr' 050" NOTE FOR COMBINATION OF SECTtONs: /. .• L,V;.ING... 4.10 WEST ROADS ORAE' Y ` ` r ."' .�0W PALM DEA A FL'J}107 Df�AIL 2 fNS�AWI7AILO�I4 x1^ S/ n `ryi1' TILUr TFSr7NG Q EWCEN£ER(NG COLMNY ] 096 ._ FtE#JR1Cf2rtrc LfouMfNC'sE it AN t R£ �.yy t° axss sc:asn.s s..1at ucawsusms fn srlee +'tom(ssr)zoY-a7&T..FA[(set)&+7-t7rs t „WDEWA K BOLTS O �7fOVA9LE P,�N COMBINED IN ANY WAY TO SOIF Anry INSTRWTiON 'fWYiipElrEL : rsw.Aa+rsz#e+1_1sf1 ..wa� , �,, aLUWwD No is-m halt a - SNTEr g Or es ?RT>t�Illrt , nacx nsrrReR *rMAAMWM ANG oR FOR Coxamy�0-CoKnam BL= U S• 1 yupgM: 44AaW AWJ4Y SMO$"JW E A w 3 yi't - .. - -. .. AP.9R'ARI m RtCWM JAN W'S tRLJE-JIfX SSI lAWI:!NW :. W-w .YNJO-•XT R'JM-CM! Am.=. PAMI.W2 Pdl4 -W S9 WC4V �AW 0YBJMJ0.& 'mwo VI .1 JMPAt;("rJ ro rxwaJr m,atow b m.fxC m�: r'm a.- ro MXA+r :.m m= I.m w r1.':m:jx Y m:cwmr w a= m r 1mm m Now'm cl vo= m N= m rAM�Yim m At x mcK 12' .. .WA 12^' NIA. N/�... '.`NJ,'.., i7* :-,:NIA N/A... NEA, /i/A NIA 17" N/A 12* AC/A 1l'. .NIA IO J Cr JG'.. N/A N/A f2' •' ..4 NIA', WA _ NIA N/A 12* 3 - t2- 7 IA* - 12' -0' 7iiA:L00Ti0>iJ 12N/A. NIA 1Z' •'6'II2" ..,NIA. N/A N1'F N/A - f2w 6.. 12•.. 12" 1* Iva(6'nW) Il 1/2' N/A 12' N/A i,IfA. N/A -12' N/F '�y/A WA .. NIA NIA -r2" NIA J2' N/A..... 12 N/A 17(7DF) •44VA-635:8!/2", ;N/A' -TS' N/A, AI•A• .NIA. � 7,W, WA 'NIA NIA QUA NWA It 1/$*� NIA_ 11' � NSA; 9 t/2- N/A •':IIA_(e01(0N)-..'V-9*0k LESS- ,WA N/A' NIA t{/A. N/A' N/A N/A N/A .1UA NfA N/A' FOIA J• WA' J' NIA'. : J" NIA .'I 18(owrw). „..11 1,12' 1 N/A IV, 'NCA WA.. ... /A ' N/A N/AWA ... NIA ..J2* ,WANJA N/A 12,(W), Al!f2" ,NIA t?`.. NCA IYA . WA T.7/S* WA WA WA NIA. : 11A -. t7!f?'. /{1A. ..7}' NIA' 9 J/2' NIA Mt(60nW) J*.* NIA .NIA. WA N/A... NIA. J* N1'A WA., .WA. NIA.. WA. f* :NIA 1'' NIA. 1" NIA IS®(,wmN): E a A FOGE DISTANCE . .. ,�NCNORS LEGEND ..0 UatRUN ANaM SPACMS ANE VALID-;TEM J 11'2"XWr DVANCE f0R C D:1_.s 11WV J,112' . REvuCr ANoM SpAcmO Or NUL7PLMC 5PAJN0 WC*W oN$0fEEP E 6y,7WFOU0��Nc MCMS,: "*. LIMITED TO 5'-4" MAX.': SPAN. aN '. 1Ar,. �+ oloa trPE sPA AWHOR (NDTEfzt+n.E D.TDR CALK-W ANCNQRS 1S 2 II277 ,.�,� IC FOR Ti69 Om£ENMIN•TO 8E POSYY=RMUCO SPAOIM1C 08TAWED f15VNC fACTOR 5.1NIL NOT$E 170 sS TFPCl2L ZaAWc M1SRA'd; .. 1f SS rum Mhmw SPACM 6YAMATW MR EACH ANCHOP?nM AT AA'CNORS LECEND- Zp� GR 7Ap-LRIP,';PANEt7AATb'lA2-PANEU1tATE PLt1S . .FACR7.4 _CA1K-7N ZS ACMAL E D.RBLUlAR TAPGCN Q z"Ac wAK m7r-TR !Z4 d .,. .,.SOOD-StT Cf T .... . 110 SS.TAPCWl PANF1Lt<TE OR TE PLUS $011D-SET J3*. e6... .2S .78 1.00 011107lWUf.,/d� CRETE t2t7$Si 1-9" 2 I/2' - .]f .611 - .BO REGWR TAOMI W BOCK t-4' REGWR4 WWII IN CONCRETE III, s. No.44167 _ oFt r l' •. �RI�Q '�Z' +� FLORIDA WILDING CODE Non,High Velocity Hurricane Zone) + oxoty T1 im rva 0.050" BERTHA ALUMINUM STORM'PANEL t a +�'+iAr�rrrtrl/��+ X2.2.5 DEEP) +uo+IrN'In, 07/26/I2 EASTERN METAL SUPPLY, INC; PATE i L E.0 8 N 42W KW RPIOS DRA2• Tour rrsnmo 3 rnrofi Emm compmr., ;" JJ40' t7—D$6 64- alas a.K Jta a am as vaavl,tAaAOA,1 anre P ravr:0,,; amx fA%(J6r�11-rrla J7wh+(JRrtI,MTErB--ow6r79 !AQlJall-Ia,l 4+�a w (A90sRM WNR An..'w .....rtmnnr as Dmuc Nn 1T06•tHtJrPE SNRT IO 6r k. T"67 - ^^ RUM,WOE W/t/4•-a , uG SW 0 ' T/4 p UG SCREWS O 6" •• EWS 6 D C t s'p A.AG SCREWS' O 6'- W/t 112"Alan,7HREADFD !/4•p'fAG 5CRE7vS: Q. t1A'p LAG 5CREWS D } .Wf! t/2'At7n. PENETTNim ra atS71NG 6''O.a W/J t 2'trn. 8'D,a.W/t'1/2'Mtn. J/2`Yrn, yyR6typE0,pENEX21TfDN'r4 WOOD HOLDER. RFADEEf PEN MY TO lhREADEO PLNEPF1noN 10 niRt•ADED P ETRA.rtOfl TO. t7CSnNG W{7D4 HEAD£N. = _ WO00 x£>t1ER. Ez15nNG W40D kEN7ER' . ENISIIRG WOOD HWER. `• - .: t--t•. - wn:; - - D-250'. ,a _:: . - ate.. -.500 ' '0X aY•: .Spp" {{ 3 ` D?5D` asdal , Mv. OSOO' M• ''� 3-Cont. N.n't 3 Cont,. Ain. I '"IJ;C'1. Wa j ;F .Cont '� Cont : � �u',NEADER A6 1!' Q., ^tSZbT)HEAaER ; .b c - f--00,04 1rADER � '�j - rRm '40DD IiFAOER - WaaD C�' REWREO i{ REQUtRE77 REWIRED REWIRED m 1,"MmoaAu. I t6 r uaWUO f ... SEPA ,yrcautav }}yy 24MM 70 y e SEt'AR+tTlaN 70 f : SMARAWtlN 10 Tw CWY A— -CLASS' f q.. ALTERNATIVE 1 7— � rr,.p.x LrW e � � �- BOA=TE, 6UtLt1EX T v t T 9 O 6 O.C. �- t'Ad7tJ7M1tAf 814.--0-20,2Dx --`'�} I T seEx } a sfrARAT1ou ra t G'AA55'. c: GLAsS.. 7/B'R x 5132' S:. - ^ fi 4"A-2D:Y - {y K h4 i 4 FWN6 NDT AS_- - x / 3` 1 €' 8WT O-LYERr - EVERY SHJD d` v- : M7n, tS�__ f .BOLT W/- S00" ,. 7/8'p' 12"O.4 v ' ee's 718'A a 3/J?., I N= EVERY L � ' I 1�cont. 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ALTERNATIVE 2' LE-RNA 4' ALTERNATIVE 5 ALTERNATIVE 6 AL7ERNATI.VE 7 AL WALL'MOUNTING INSTALLATIONS INSTALLATION, DMILS, ON ra '' -SECTIONS A sda :1/4'e EXISTING' WOOD' BUILDINGS • CLASSn4416T OT/4`o-2O x 34t��2 T.,INSTALU oms AR£QNLY vAw POR dfAx.Asa Of5t0N PRESSURE. - RA77NO UP rt)+850,'-720PsfANO:;PANEL'S LENGTHS UP'70 9-0'ZFOR WOOD':FRAUE GONSrIt=xm.-WODO AfEMOERS r0 8Er Ca E. SOUTHERN PINE Na 2, W/SPECIFIC DENSITY QF 0.55 OR£QUAL., t 41ny f ` LI/4-0 LAG b'CREIYS' a-6' nT� ���. 1, 2-14•PL47E+ ac.,W/1 r12-um. , . ;err .... FLpRIDA 8U14'OING COQE (Non'I t h,Velocity'Hurrtoone Zone) 11 REOWREC; ti1READED PET4EMnON`O .. t,DMVIH OF NATE NOTE FOR C0,4/877fUATiDN oP-'sEr noNs. 02017 PUECD INC. O:t050'.&ER7HA ,4 Nt7AN ST U PANEL (2.25"VEEP) aRAtw 6)� WALL MOUNRNG-$rCnONS CAN'8E GOMBtN£D 07/zs/rr W ANY War WsOer Ann iNsrAlurioN; ALTERNATIVE 3 r y� EASTERN METAL SUPPLY, INC TA1T 1L E,C O.�N,�:,. 426ff]HO ,,ROAM DRNE. . 'nL117 TESnNG h'ENOINEEAVNO COMPANY R4ST PAW wck fl,t5611or-1716.131a7 17-096' eaasxrc am. aw: �+aCt+A cwAxg a grin PrtatR'.•ts&T)sDs-azct P.M FYmiel.::(aM 71-r'aAfi t (Ip5}9N.17Sr aY-M. ttsrAM. ma :u.w - Ixam'A!x nm.' awwac NO .EB-0000700 tYALT£R A 7HLTT t A£ • -+ vA rwda fAlt -'..: STlFEY 7i tt{' i 44 '. 4AiR7 :'.- Jf4•A !AR SCREw$.0'4.0. 114'0' LAC smebS 0 7/4'0 LAG SCREWS 0 t; l r r/x'Mrm 1UREWED fd'o-xd,ELta <•a c w/r rlx'uR 4�o.a PDVEM77LW 7D a75T7Mi WOOD .7NRF.NED PENETAA7tON THREADED PENETFLATION . maleflerrlafe TO EXISTING W'ODD B&M TO EXtSRNR WOOD DEA.tt •.t -J)jlEADER. PAMEUAi7EO t2` S a,Yl: '^•• 'x 8 {MM EX7S7/NG : 4.' ` - 0 a'0,C.0 ' 8•• n.?ENtSTtAG l ,wl 1 �f8" ? aFEN PaLLDN ) ELS Eo- waaD BEAU REoutRm; m. Ep wnouD:sEih HEOuD 7/4 o-2G s.s.Ent,Ts e. $rRUCTura1L AOEQLLCC'1' Nur WASHER 7 7NEraamaH :t/4 a rac:aaEws a! - of EX$17NG ftwo BErur sOFr DOSING REAM TIM EDWPPrK715A ON TD BE DED 04 EE TD eE DER 7Lr ,BY 1 'OMS' L_- _' e t $ EX G WOOD ARCMIECEd PRIOR TO R AARCtNEREV EMNEE O :. D RIOR TO t ST TiLDRN. $trur7ER rNSTALLATtom a2' a5oo' Ga4r: zCOAL iArn, 2D HGaDEA y .114 O-20 x J14 REONXRED _e Cane t 90L7S W 7/4 C-L x T...: 3 WOOD flrAN7ETL. t p ., i .31sa^WING xur , m I"AamouM w' REOUbTFD 1 WOOD HE WER O. C O Cf).. .. s �•'r SEPARATION TO t w N �7TE57LL7AtD i !,'MLi7MUM ( &a a"O C 0 7"MINNMLI,U GLASS L w ; T,'i.. -.' - - u SEPAR4770N TO �. 7 � .rt'P CLASS 1 ti r•.:Ail MUM �.. GLA55 SEPAM7ILAN 7 Y �. 'QSS t- UY lA7NlMUM t ALTERNATIVE 8 % - �` sEPAaATroN '- t-- CLASS ' r CONT; { 1 4 1 1/a•,r Aw BultDar i a i J ° i + r/s•x yi2' w. i z a wuNR Nur g z e TErr scREws d`s'R.G 7fLt•. j 1 -- t EO�T- 1 (... WOOD DECK B DR 9 t NDRfL i1rRED 3 WLNC NUT 0 ! EO 1 , C-f. 7 1 REQUIRED co010, D. ! 114'C LAG SCREWS O { 1 t\• k: Mn. x•.300'9 tYGOD 6.'0.a. 15%7 r/2'Nm. -^-L/4 11-20 ELCD PEq •' TMREa0E0 POVEf UMN - } I ! { E mm"/remora REOWRED a,uromaW OF PNAM / PANELIIJATE,D},$!. • .. LY60D d 0 EO t t Y; A47rR)oJE PLATE O.C.w/ 1T J"L - '-f14'0-20 x J1'4` LEG LQCAADN. REdU1RE'0 ^'RENE7RA7�N m. 7 4'0 LAG$CREWS 0 1,.a LAG SCREWS 0_ 9DLT'$xl 718 x - AoRW7DW aF"FLATS ,(OPEN:PDS7fi0N•) / :..WDOD SMO j Min: _ 4_THPFAQED tY/PE7LaM� 7NRFMmWYENRaAL n' al 12`ONG."�. 0 24'0.C. 1 6 m. REQUIRED !f4`.a R S.Boas WAS 1 rxp�o a w� Nur a&wASNETr L 7 ;MxLuuM ; ALTERNATIVE 1 ALTERNATIVE 2 SEAAR 710N •o.c.�`'�Y"x 0•x.t25'(Luh), TO GLASS - RDsa-Ts Aum.RBF{GonL.) I 1 cGHT. CEILING: & FLOOR'-MOUNTING INSTALLATIONS {3) r/4 a rAG 5CRE7 0 ALTERNATIVE 10 ' r r/Li x.i/ii• EACH SLUD{MIDKTDIH DF' - s7uD°2 W INROAD wvG Nur LT SECTIONS B SCALE: jtt♦♦/Nytf-'Oft, NOMINAL)AHD W1 EO ,i a EA S7UD '«d!. 'lk �_I�. ALTERNATIVE 9 FENET7UT70N Niro EXGs7Lvo i+ ��tll $?tra. ,� , � R�•CLr �Q TO •�a,�P ��r�S',lCti V'Q?;' WALL MOUNTING INSTALLATIONS lwwD HLrAR7r�NR coxLXTmNs. X67 , z 'R"`Eaum SECTIONS A sraLE: 7/4•»,7• Rr"ED tLu>fR Pos7troN ) l OF -+ SECTION @-STUD TYP. TOP/BOTTOM NOTE FOR'COMBINCWN OF SECRONS. ALTERNATIVE 11 12008/.WALL,/•-CE1GlNQ_NOUMtNG SECITCHS GW BE L"ANr"AY To sL�'F a"r'"s'ALLAn°"• INSTALLATION DETAILS CNV EXISTING WOOD BUILDINGS FLORIDA, BUILDING_CODE (Non., .YL+loaFty HLrrrlcaoe.Zone) c2oll mmm'An, 0.050 BERTHA ALUMINUM STORM PANEL La avDTEs (2.25"DEEP) OPAWN By; 1.INSTALLATIONS ARE ONLY VAUD.FOR MAX.A:SO DESIGN PRESSURE '�� EAS•fERN. METAL,SUPPLY--INC RA77NG UP TO r65.a..-22.0W AND PANELS LENGTHS UP TO 9'^Q: }� r . . :fa t M W E C V,11 C 42M W£sT ROIa5 DW 2.FOR WOOD FRAI/E"CONSTRUCT70Nt WOOD.MEMBERS T21'Bf SOLlTtiERN: WE51 pAW Zl3ClFA2 3J4D7, 7T-119S TNLL7T TE571NG L[LTNG7NEElANd CdMRANY F1NCH0 bt PINE�No.`2, W/SPECIFIC DFNSTTY a-0--%5 OR EOUAL. 6Rs N.4;xx. m,xR WGaat ama n srfb' (S 3249-8267.FAX:{5at184.7-777e gw,e;Le_iaro.7a.:rnnlcTo-7g77. m:r. .rrs»•rw� mr o.. a+arur ,na. DN'dLLL7HC.M1ti.. ... .. .. _ ED-OOOS2ra •..r ,3.Wt.. `4. WAt7ER JC F7ttA'dr_.P.£ . .SMELT't2 Orr .... FLOR104 lie. t�i67.... ' J/i:ofAC.SCFEWS',b.6•.. r127 MIM r/a o LAO scafxs. c s l p An0m to O G W/1 t r/2'MJ, - fJil5rA1'C WDap IVEUIFR f'"T'HRFA wo FENtiwlom TO VMAV 0000�kEmE7T. s• :; i.saa" W,. `7 r vxCwit 1 d o 400D HEADER. R '{m{�+� S .t'OtRXEO t C SEPAR W Ytiu' { M CUSS I r SPA.VW rO.aASS DETAIL 2/i5-� 6tz5S r r/4'°-2p&S EXl5T7Hc-/ i _7/f u_xa s.S,s , .'8101.0:�/J/J2, GLA55 W6b2 r J�•ww rx a C. a. • ... ` `. EO _t.I fP[AV scow s 0 6•' t fi 600 cREW , O.C..W/I f/2'AM, 'Arm P£Nmnatr D \ ptttNll,IgP�. THREADED PEHEMUON a trtMTH OF.PIATE it. 2+REOi11R� M70wlOnl OF F(AtE 2':R£OWR D +� iV tHMRIORLY REAAOYARS PANa(2 W/-- t1. .•"' C[7A(NSMEWAM B70 n1au ( *� :e S' L ` HOLE5 AT 6 D b"O.0 R PA5WQ) A } Ar REAW W PrJ/J2'WW Wr _ 41' •'y O EVERY SIDEWALK sal'. 7� AiTERQ)'�TIYE. t2�1* ;L}LTE!?N TIVE i2B� WALL UMFING MSTALLB£tQNS 'SE'CZM I *YAL70 fOR`Max. f53.5, —83.5 psF A_-S.D. DESIGN PRESSURE RA77MG. INMLLAT(ONS VALID FOR PANEML USE JOINTL WITH INTERIORLY-REMOZZOLE".F' N INSTALLATION DETAILS ON EXISTING WOOD,BUIL QIlGS FLORIDA BUILDING CODE,(Non Hrgn velocity NrJrrJDane.zon0) 0200 mnico,or. '0:050 ,BERTHAALUMINUM STORM PANEL e c {2.25"DE£F) a4Aux im EASTERN METAL SUPPLY. INC It E C O t N G.: 42c6'west Rags aAavE rrLUt'7ESrfHO.tk EHCtNEERrNO CaNPANY OMPAW BEk>L rt'JN67 1.7^179T7 ms Hr un: as in R�11iu c+pu6.s rt tires FitpNE(b6rj2p9-B26X EACH{56ij9E.1-1716 ` aa:rr.(xnJln-rAw..•rm.:.(,rkyen-rslf ..m.w. wo�nnr wrt px.•. - nnwml wa NttM9NC..Ha ' E6-00O61t9 - - SREET r!Or rt . 114-0 S.S.GAG SCREW 114'0&S.!AC SCREW O.C.W i 412'MRN. r . 0 4.O.C.W/1 112-AM. 1 t�11• 1. 1NRFADED pENE7RAnOW. '}'ALTERAATNELY• TRACK(?)MAY B£ATTACHED, THREADED PENETRATION TO HOLLOW CEILING AS PER;DETAfLS SHOWN 4"x 8*CEJ EXIS TtvC,:e... ON.ALTERNAnVE 9A, SHEEr 13 4'x A'ta,'ri.Y E7aSnARi WOOD OrAM AEaWREo.. - Ep,_,,,_£ WJOD 6EAV kEOiIIREa. STRUCTURAL ADECUACY STRUCTURAL ADEODALY ,y . OF EXW140 WZ)OD OF G077NO.WOOD rD as CER17RED 114o S ,, ' a 1140$,S.LAG SCREW BEAN SS LAO SCREW BEAM TO BE 4ERBnEO � 1 Or REGISTER°ENGINEER BY REGISTERED ENGINEER +� yh. 0 4"AL; Wyr 112'"MW. OR ARCHITECT PRIOR O.''aF W11 112 MAY. - Off.. OR ARCRRTECr PRM j Eat 9 BJREAOEO PENETR c- :.. TO S_hWMER IWALLATIDAG.�+ #;REAMED PEN DON ! TO SNORER ImmuAnoN.�"'f' ` y _. '0'W D3' ` . A:0.?S` .{ '`. ,-..;G� ��.•"'�``�d to It foils OWL .Cont. { Cartr. w Cont. ymyyy SEE'SCHEDULE ! o ENR. SEARAMM E.SCNEOUL;C Q EXf5T7a'L FDR ld n. { -1 . FOR 4F ! GLASS �Ok SEE Aft.. 2 GLASS ISM TO :1 To TAss, ! G SEFPPAARAWN f ly. mcARnss I. . G ! TO CLAS ! ! j z nERvi ` 1 x1a a x 3 3z' f 71V 0 x J/s2' f .-Tja'0 x 3/M' 1, T/e'A x V12' j WING NUT 0 Y 8 WiAc RUT o W1Nc Nur 0 Y 8 f WINO NST O' T EVERY STUD � '7 'EVERY STUD 1 [VERY STUD Y STUD 1} B-J2^O.a 1 i o i2`O G Cool ! 0 12^a C i 74-atl ITEN4/EALTERNAT$Tor-LED LOCAT%7.Y1:f «TuLCtaR r� Mro rMiREgLQTrYD 'i- WIFRIORLr IM-4WARLE PANa(J7 IY/ INTERIORLY REMOVARE PAWL Q)W/ /,/,-o414F !AG SCREWS 3140 1AG SCREWS'O 2'aC. EDE7SV41C 80£73 EE DEIAA.?J. SIDEWALK DOLTS 6C WM 2j_..._ LAO SCREWS 0 2'..O.C. W/7 112 At1N. 7JtREADED P£NETWATfON W/f.112 MIN:TNRFADED RVIC 170,Y COM1'.NIFrEO h3 TXAt1 9ja3 J/4b tAG:SCREWS fl 4'O.C. CONNF rFD rO i TNAf1.5j8•a WjT 113"LW.TiRRIADEO PfNETRA'TTWJ HOLES AT r®a"aC d-'FASTENED Wj1 7/2'M1N.THREADED PENET77A7rON NOEES AT 1 0 B'0.0&FASTENED A7 REAR W T1d'or3132''Wu:O NUr AT REAR W 71a'stx312 i K NUT, O EVERY SIDETVALK 80LT. d E✓ERY:SWfWA1R BOLT:. ALTERNATIVE 'i3A: }�LTERmAnyt. im ALTtRNATIVE I4tA ALTERNATIVE I4B, 7 l�NG_dk jOOR AlOUNTING INSTA(LAtj¢!YS GEfLt FLOOR M0UNTtNG INSTALLAT/QHS SECTIONS f3 SECTIONS 1-4 SCALE:114•m 1• -:Td7S• rj<':Taxi-S.S,,'S!DLWALK 80L7S w,rs1<^st0T7m R?Aq#KED io 16 r—wrorraRLV RFdfOv PANEL I - S -- � NOTE FOR COMBIN00M Or'.5ECPON TIB'• Cr,011NG MOU PG SECITONS CAN BE coMBNEn iN,wr svAr ro$uiT ANY iNsrALunox. STAI.L TIC)N D TAILS ON EXISTING WOOD BUILDINGS it R FLORIDA SUILDNG CODE'(Non High Velocity_Hurricane_Zone) ! t Hors; 0267 7ici[cO RC 0.050"BERTHA ALUMINUM STORM'PANEL Lc. 1,1NSUUA71ONS ARE ONLY VAUD FOR'AS.TJ DESIGN PRESSURE R41MC (2.25"QEEFt DRAW ar. UP TD+655.0, c0.0 psf AND PANEL'S LENGTHS UP TO 8-0`, o7126/rT FOR NEW WOW MAW CaNSTRtJCiTOPC WOOD fdE1dBERs m-BE SOUTHERN 4 � METAL 'SUPPLYINC:...,:- PINE No-�2. W/.SPECIFIC DENSITY,OF,o.Ei5 OR EQUAl- - �' -CRNaNceO,vaAnY EASTERN RAWh-T4CK rL Paws 33407, .: 1N trrTtw. �n 'a 1Ncri 1�TlON OF And: cmiIT11377xG,&ENCIPI ER"to Cs n Aru ��fRrw+e,(5aT72Ds azax,Fer tssftarr-ixre 11 096 SCALE 1 w;; tESDNG Q ENCORE SIDEWALK QYdR1F PANEL .. - . . . . r n-rSq:rmrrm»e7r-isrr ... .... ElYA, D AI xrr<r. arrsnorr x.m DRAmxc Nn :. «Pvnnr our ~ ..WN.TER !` r t� Ycce Ea3 F:i �k`a�aYcaca:ce •Fa:B .s SaQ,tr.0 Gcr.Ra.-� �a.'4.3 Eads. >�f�C1cs EEf S*aa5? E::�Ste•mea :.i�3s xa+t�_ fir/► -F ProdU1tApproval 1 P• USER:Pu:ft Use i'; Product Aooroval Menu>Product or Application search-Application Lis t>Appiicatiort Detail y FL= F4389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived f" Product Manufacturer American Shutter Systems Association,Inc, Address/Phone/Email 4268 Westroads Drive West Palm Beach,F1.33407 (S61)209-8263 tifeeiey@easternmetai,corn Authorized Signature Bill Feeley Irodriguez@easternmetal,com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer E=: Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A„Tllllt,Jr.P.E. the Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann 3r, L� Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF rNDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATIQN OF INDFPENDENCE f 1)PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 C TIFICA7E OF INDEPENDENCE ADF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203. 1994 Equivalence of Product Standards Certified By Sections firom Una,Ccde Product Approval Me ftad Opten D Date Submitted 09/18/2017 Date Validated 10118/2017 Date Pending FBC Approval 1011912017 Date Approved Summar y of Products FL# Model,Number or Name Description — 389.1 Bertha HV Accordion Shutter- Extruded aiuminum interlocking blades retained by tratks Slade 3-(Non-HVHZ)-DRvq I?- (top are-bG',Wm)for storm Protection 108 Umits of Use Installation Instructions Appro4ed for use In HVHZ:No FL389 R9 .11 AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside IiVHZ*.Yes 17-108 BERTHA HV ACCORDION SHUTT ER SYSTEM,PDF Impact Resistant'.Yes Verified By.AMeritan Test M of—South Florida Inc, Design Pressure.N/A Created by Independent Third Party:Yes Other.Large Missile Level*D'.Max span Is 121-3"for 40 psi Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11' Created by Independent Third Party.Yes for 55 psf HV3 blade w/wIndow blade working In unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84'for+64,-64 psF.See shgqk5Jor-otber-spA -d:A .SD-pr-essures—, 3892 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I Only-(Mork-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use. installation Instructions Approved for use In HVHZ.No F1389 PQ TT AMERICAN 5 y M ASSOC Approved for use outside KVHZ-.Yes INC. DRAWINC ?17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant;Yes 5ySEEM.PQF Design Pressure,N/A Verified By, American Test Lab,of South,Florida Inc. Othert Large missile level'D"',Max.Span is 16'-0"for 30. Created.by,Independent Third Party,Yes p.s.f negative ASD toad depending on,centermates.and' Evaluation,Reports, locking rod configuration for the HV I blade,W-G!'for+64,- FL382 R2 AE.,AMERICAN SHUTTER SYSTEM-ASSOC 72p.s.f.A.S.D.load for RV blade.for Keystone mountings ANC, DRAWINQ.17-!07 PRODUCT—QFEV�ATIQNN 7'-0'p,s.f.for metals stud,mountings-and:B'-0"for llap,s.& REPORT.PQ for KVIA working in unison..See sheets,7,11 and 20 Created by.In(leperiden T hird Party.Yes respectively,of installation drawings for other spans.and. pressures, 389.3 Bertha HV Accordion Shutter- Extrudedia ummu. riterlt.zlck tltaes retained by tracks [COME10-(RQn-KW4Z)-Drwg 17-106 (top and bottom),far-storm-protection Limits of Us-- Installlatlon instructions Approved for use,In HVHZ-No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOG. INC Approved for use outside HVHZ.Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Ftesistarttz Yes SYST.PD Design Pressure.-WA Verified Byt American,Test Lab of South Florida Inc. Other.Large missile.Max, W-O"span at 30 p.s.F ASD load Created by Independent Third Party.Yes for Blade I and IS'-G"for Blade,2.See schedules on sheet evaluation Reports 12.2S and 28 respectively FL389 R9 AE AMERICAN SHUTTER SY TE INC. DRAWING 17-106 PRODUCTEVALUATION REPORT.PQ Created by Independent Third Party"Yes GI( aXt zzPm, anter r4cm taw,e"k addresses are puwc mm=,it you 04 cat.41tt-taut aw:tss-Wzaseo M rtspcmt Xa 4 PQt4r-*C,-M r*,4sest.rn AP�SeM, M a R W Z h i s entity.I M e a 4.contact t t a Q tNi&by V.nm 0 r by t t a 4 L.I a a a I kna a,K y0U have e am qat s,--,t d.metas e cza�z C t SM4 Z'�7- r (1).-roomasmeM eftectiveol-mbec I.ZQIE45%FZ,must 9=VV1e;L s* L-7eft Pcovtaw may be.uses tat C'Moal,CQM-,r*"-A--M X tz%the tmemee.KacteveserlatS addiv-ses,ate wbz yctx,00"Ict,05M'Zb S40t A pa!=Mt a=Mss, please prz*ide.Cte oevitment T.-ah ea emaJs 44--ess wtkh Cate to Made axziiabte to--le;Utue,I-- z-%cu are I-w-masee U,4--k- 435,s,s--least dickr--� ftaduct Appmvak A—Pt-, GENERAL NOTES: )) 1. BERTHA BUI.OINGHCODE THIS IaACCOR010NSHUi'TER SYSTEM SHOWN SHALLSHALL NOT BE INSTALLED ApNH CNCUMENT VELOCITY HUi1RICANEBEEN ZONES.VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017.(6th EDITION)OF THE FLORIDA DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED.RECLARED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF_.CONTENTS BE INSTALLED WITH A OIRECTIONALRY FACTOR Kd-0.85,USING ASCE'7-10 AND SHAD-NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED 014 SHEETS 11 THRU 15. 19.&.20. IN ORDER TO VERIFY THE ABOVE.CONDITION,ULTIMATE DESIGN WIND:LOADS DETERMINED PER.ASCE'7-10 SHALL BE-FIRST REDUCED TO A.S.D.DESIGN WIND LOADS L -BI,AKirS(D'&& BY MULTIPLYING THEM BY 0:6 K ORDERTO COMPARE THESE W/MAX.(ASA)DESIGN PRESSURE RATINGS.INDICATED ON SHEETS 1T THRU 15, 19&20.' GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS'P.E.D..AS TESTED.WERE NOT OVER STRESSED.A 33 R INCREASE IWALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1.-20, SHEET 2 ANALYSIS.HOWEVER;A'WIND DURATION-FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 HERNIA H.V.ACCORDION SHUTTER SYSTEM'S.ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED 1N'ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER,ASSEMBLY 38-44 -SHEET 4 ATL REPORTS: TYPICAL_WINDOW BLADE.9t WINDOW DETAIL. -HV,BLADE(D.10214.01-03,.10715.01-03,11004.01-05,#1214.01-05,80317.02-05.10609:01.= a-o-rar xWDOw aianeQ - _ - VAWES . .. h fpp DsJ .. m' 4 1• D�'�' 4. TI� iD�w a r. 7• 4:999' 75 � , STARTER `3 HV St1LiD BLADE aHV UNIVERSAL FL TER. � QUALIFIED FOR USE W/ COVERED UNDER US PATENT 5458774 QUALIFIED FOR USE W/ HV BLADED HV DIRECT MOUNT HV BLADE(I (fAl Y WINDOWA00 00 6005-T$ ALLOY AND TEMPER QUALIFIED FOR (USE HV 6063-T6 ALLOY AND TEMPER " Ifar SEE LIMITATIONS OF USE OF BLADE ON SHEET 79 6063-T6 ALLLOOYY AANR L ,so" D TEMPER .373:. r 6063-176ALLOY-AND TEMPER -I ~iYP;) 4el v .5 y 2:670' .670` 2.226' o 72 HM1_ o 642. . .• 4.697" —....J. � N ! 675' 2 E s � :�{V ADJ. ADAPTER W/LIP' 4,436' '2 C�J0 7s" QUALIFIED FOR USE w/ HV {�HY WALK-OVER TRACK HV AlJ FLOOR TRACK BLADE 7(' QUALIFIED FOR USE V// HV @ HV TRENCH TRACK 55 3.7SV b063—T6 ALLOYAND TEMPER BLADE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV :6063—T6 ALLOY AA TEMPER BLADE( ONLY. I I�,HV RAINGUARD 'BLA6063-T6 ALLOY EAND TEMPER vaRiES ==��tt 6063—T6 ALLOY AND TEMPER ~'"QUALIFIED FOR UqE W/ HV p9 .936'. BLADE(1 i' 1.915" 4 VARIES 11936' 6063—T6.ALLOY A 0 TEMPER. Nox. F ox.l 1.917 00 $ m 063' '$ :093' A4: a in 063`,_....__. .546 (` m _ � `.Qi, °r',j ;12S' _q 670.. tiA •O to .060' q: '� Cp\ 670'3 524 1686' ! c — .O. 670.. .3.529'• � 67 r, � r 4 4 HV CEILING HEADER f yV HEADER SILL C) HD CEILING HEADERAILL .OUALIFIED FOR USE W/, HV:BLADE(I ONLY, QUALIFIED FOR USE W/HV BLADE( )ONLY QUALIFIED FOR USE W/ HV BLADE t� f 4 HD WAIJ. H ADERLSILL TY'" 60fi3 76 ALLOY.AND TEMPER SEE SECTIONS FOR VAU01 SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ FIV 6063—T6-ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER 13LADE.�1}.ONLY. 6063—T6 ALLOY AND TEMPER COMPONENT A I B TE 42 X Y t M'L)(1w Y w t 2' 1' 2' 0.125' ,• !' -0.052• r@7) 2' S"Ml3i. 1J6• ,j8' 0.090` 2' 5'MAX: 0.192' 0.192'S[DEE ANG Es 20 CORN�f�Pf,YALUMINUMANGLES zs 7 wv: o.,s0" o.isoQUALIFIED:FOR USE W/HV QUALIFIED FOR USE W/ HV BLADE� QUALIFIED FO�USE W/ HV BLADE d6063-T6 ALLOY AND.TEMPER BLADE 1'ONLY. 2` 5'MAX. 0.139" .0.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non. High Velocity Hurricane Zona �� 02012:EASTERN METAL SUPPLY,INC. a' 020,7"'DLTECO.INC. BERTHA HVTM �ic ,vs�.;may,": _� A Accordion Shutter System H.V ■ w ■ ■ : 6LA X#t W/OR W/0 H.V.NttmOW MAX yt 7� TILLtT TESTING k ENGINEERING COMPANY AtT{BfICOD Sfinff8f Sysfems Lv.x 6EseRa+n4N. DAlt DRAWN 6Y: LC. Tib QF 6335 N.Yi:3au u,sm 305 Hrscwu cu lws,nortu+um AssoolaflOn, Inc. 1 OLD 15-085 7/27/1 DA- 07/27/17 `= ,? t P6cns:t3os}671-,530.rox:(305}871-153, 426$ Wes#rands Drive z DRAWING No Y - Viw�eQuai:6m West Polm Beach, .FL.33407 3 —y�S • 0 1 , WALTER A,OOSRY T'J-.P.E. a 17-1,07 f' j`+••••••••` (111 FLORIDA U.1 44167 3 . .SHEET P.E� t/DATE 6.. 2 'OF 40 1 1/4--20 IE CAST 4 76 4 93^ MT FLAO THRENITD HOUVK ENAMEL 2. 3' ..74'5^ 'c A��j_-•— b ^tl 3 (2 1W.) a @A%EO PNNtED 7jTkRCA0E0 HOUSNaCA5 EWMEI +•- mi .9AME0'PAINTED Ress TURN .082' ,°,� 1 p• °onom. Ai -kN08. Ht - to ——E eT g 1.3zs o 318^ tL n4 HRA$S CYUNOER BRASS CYLINDER�•� - A KEYS(CHROME (CHROME PLMM). JI P ATEO) 21 V C€NTEF2MATE V s's. J b; L 5 - `' V LOGS HY EGRESS LOCK f QUALIFIED FOR USE W/ HV $LADE. 1�& ONLY OU i£D'FOR USE IN HV BLADE t & TA:ONLY °�,.• - 302 _ i3" QUALiF1E0'FOR 5E W/ HV OUAt3FIE0 FOR USE.W/ HV 6063x%ALLOY AND TEMPER - - 6063-T6 ALLOY AND TEMPER ( (+ E '(� 13, E07 & ONLY. BLADE.TQ& ONLY. ❑ ALIFLED FOR USE Wj HV BCADE i ONLY 250'O.D. 516 7<' 6063-T6 ALLOY AND TEMPER. PLASRC HEAD -a ^t510�' MOLDED TO m m a 7.75fi ..22- 4.p45' ?^ h J 1.753" SCREW nM 6ti m Y4..I'C6 82S' 360'AFTER RIVETING N .O. o 1J4."$-20 X �4BEFORE RIYEpNO IS^ THS sCREw 11/400-20 RIVNUT# *SETUE9 94,4 ALUMV:UM�(2024-T]AU.Of)LARCEFIANCE 7H4VSHEET NUTSM,PART(0820:'AS NANUFACTURED OY AYDEL PLAN FROM ELLYA710N HV MADE "T" LO TE �{� CHF3tRY 1FMORµPARSa+PEHY,NEW JERSEY OTOS,OR EOJAL. Q �•rKEFOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV $LADE 1 ONLY - BY FEMALE "T" LACK CENT€RMATE � QUALIFIED "T" OR U � V ALTERNATIVE 0 TiVE LOCK 6063-T6 ALLOY AND TEMPER USE -HV BLADE{� QUALIFIED FOUR USE QUALIFIED FOR USE W/ HV OUAUFIED FOR USE W/ HV BLADEQONLY QUALIFIED ALLY AND TEMPER"ONLY Wj1}y BLADE t/,ONLY. QUALIFIED t�ONLY. 6063-T6 ALLOY AND TEMPER i.97T 1 917-. "IS+ it •^-�+ 3.161 t a1 I—'. UIUMMRN cA 053 214 �Iv � .0DER OR 62 KEY CYUNO R .214 r{ .10 ` .645 p, I 1 .125 Max. .4 �.rt O Oil W �3 CE NO G ? H G AT RO �W m o p QUALIFIED FOR USE Yt/ HV BLADE+7 & A OUALIFIED.FOR USE W/ HV BLADE(1)& LA 6063-T6 ALLOY AND,TEMPER � $ saac. 6063-T6 ALLOY ANp TEMPER }[f �- VARIES. 12^Mw. QUALIFIED FOR USE W tIV BLADE 1 &@Al i n 1/4.3-205.5.OR /@'o-1c 1130' 6063-T6 ALLOY tiNo TEMPER - 7}1UMDTURN AGiTAl NI ISS t1J2-. 11 . (SEE UETNIS) ' �� as OR KEY ...,.... - Si5 `c•�i , - t 57 Mii1. CYLINDER .p m .H ... __.. 176"hf— OCKING RdaA 1/4`0 ( "J HD LOCK�,' /��`,,,,,,�����yyy���, ) QUALIFIED FOR USE W/ HV BLADE01 os_i& ACETAL . �/4" _ -20�i I I "3104' BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. BSCREWS 6063-r6 ALLOY AND TEMPER SER E�S.S.THUM$SCREM. OUALIFIED FOR USE Wj HV$LADE(D& fA 15 INSTALLATION WILL REQUIRE A 7jT6" HOLE TUB QUALIFIED FOR USE Wj HV BLADE( LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV RtADE�1 FLORIDA BUILDING CODE(Non High velocity Hurricane Zone 1,1;1�^�� A•'r�j.�,��.+ .. 02017 TLTECO,INC. .. 0.2017•EASTERN MErAL SUPPLY.INC. L °`L BE TMA HVA w \CEN ., A Accordion Shutter System 7 ■ & ■ ■ KV lAADE#t W/:DR W/o RV WINDON RADE d'!' • American Shutter Systems ?*L T)LLIT TESTING & ENGINEERING COMPANY a aEsuimDR DATE DRAWN sr LG "19 STAT h� 6355 H.W.36th.SL,St 335.YIRONt4 GW0Ot%nOFW Sita AsScelctlgh., Inc. .1 OLD 15-085 7/27/1OATEi 07/27j17 -= +� Pnorta:{3a5)s77 taw.Po.:(389)671-teas 4268 Westroads Dr)ve 2 DRAWING Na Wt—oaUxom West Palm:Beach; FL 33407 3 �A4� 4AID w;� 8ZIT @779. 17-107 tS e ^ Ara rt+i4 WALTER A ittLJt Jr.P.E. 4 _ P.E. � P !.- RR7'/DATE r aRDA ut.9 a4te7 c SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 0 HV 64 s/a 41 I 12 IAN. CE TO SELqACc£i P 4625i Q HV BLADE t !E to :18Js' -----____�... .... t HV M7N00'N E1ADE .0625' N x_z. :0625 .0625" FIV BLADE 'IA } I• \ BLADE'S `0 aPENIN .0625. 1BJ5 Y TIC HV LONG RECESSED NYLON BUSHING .1. "{z:� KNUCKLE � 39 0 MP) HV SHORT RECESSED NYLON BUSHING o - ! RI 7 Oft/ 4@ HV NYLON HAT WASHER ©OR PNGuQW1z Uil T DN� LA. HV WHEEL CARRIAGE AISI 302-303 SERIESi ,ash' 40 i M: 02.8750` 'X 0.870x3/16" THICK NYLON WHEEL C� v rF� w 2 7/8"PAIN, HV WNDow -.SEPARATION 93.0 0.188"8 ASP 302 SERIES 5;5:RIVETS bl ,. BETWEEN .x625• 06253:7500` HV 1 3/4"ACCORDION PIN W/ #8 HEAD EXTERIOR ) t, Oe oN cE3NT�E4R6;FGWI____v-v, 7500HV2 3/4"ACCORDION PIN-W/ #8 HEAD — o + 2 1/4' POLYCARBONATE IMPACT RESISTANT HV WINDOW I I t I' CLEAIR BETWEEN TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINQCPW DETAIL OR 4? or �(SEE NOTE FOR I I . I .I EQt1IREMENTS) I , (DOR j POCYCARBONAj,)n i},)PACT RESISTANT HV WINDOW 1 I I I BAYER MN/ROI.ON 3103 POLYCARBONATE 1.� I RESINS, UV-STABILIZED GRADE OR SABIC 11:7 i 1T` BLADE C CE HV PIN RECUIREMENTS E KNUCKLE FOR Q.OR Q I �o (SEENOTEF-ON SHEET 19). R * Y LEXANESIN . 1 � g I I 1 (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR ` ""RRA BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR i ~ i i EXTERIOR POLYCARBONATE SOURCES FOR 4CJ4 W(9 BLADE. �pICAl SHUTTER ASSEMBLY " ` RMT Trow.1'aDaaN1E5 S�gmFRo Dau awx womnc NS.Sz. - - HV PINT OR 4 AT REFERENCE w�ooa./�uzaiy� (2) HV PIN (9 MAY BE USED IN LIEU OF (D AND ONLY AT ESET TOR �^1 BLADE'S KNUCKLE_ PRISM2I: HV � EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ 9a.sz4` (SEE NOTE * FOR WE=GRANT[ ASTM 0742 0.013,v�' 0.043 ZA., BLADE WHEN CORRESPONDING TO ,INSTALLATION "Il", SHEET 7. aa�T- al] REQUIREMENTS) 1 UW=Yat)SmamrN ASTM 0659- - 9,400 P.>-i. 8:500 D.Ai. (3) HV PIN OR Cr J W/ 1/2" O.D. 1/16' THICK S.5. WASHER FLMRALDMIAL 5'0�X0TN AT r Eu7 am 07" .Ow P..3: 13.s0a pax • F7rxuaa u�uv us Asrr aT4o sw Doo p..c 34s.400 va,t. SHALL'BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. ej s I: I aRacT I.t ( 1 N0104En.1200 AS11EL 0736 10 FT b/in 17 rr-m/M SHEET � I� I ` 4upcE.nE+m1r Asru aze43 a.x a c<,s x YA+t 1{(!HEEL CARRIAGE DETAIL arm 0Y II Ri O ASSY Deas C-1 MASS C-1 Muss N.i3 ASSEMBLY LAYOUT H.T:S: sLTt 1CNs7wN AS1N olazs: tan.F 940'r ASI 0155 m 44.E SIF04-M AF1ER.WATµERMt. ASTM 636It=pad. L610 Rai. MHV BLADE SOLID: &��.HV WINDOW BLADE DETAILS M" "r"°"an 'S'"654 "p..l Re6°". N.TS. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone,' ;•,•'•• nom,1 02017 EkttRN METAL SUPPLY. INC.. EN$�r `� 02071 1nTEco:.vta. BERTHA RV, I L E C O N s: I. . �;± .A■ Accordion Shutter System N.V. MADE#1 W/OR w/O KV.WNDOW BLADE American Shutter Systems Q. TILLIT TESTING le ENGINEERING COMPANY N OESExIamnN wiE DRAWN-eY:ic. 1% � 4(j Assoctation, Inc. i -OLD 15-085 7/27/1 !RAWI.N Ei 07/27/77 Q F4 4Fr rti ams N.W.39th SE.Ota.305.MROWN 0 NDa.S'FLOREIA 3316 4268 Westroads Drive z _ Phan,:(.*.05)871-1530.fox:(305)871-1531 G.No. mea:U11.coa.ci.cwn West Palm Beach, FL 33407 3 E6-MG719 4 !7-107i,irAWALTER ATILUT Jt:P.E.. TLORiOA Ue.p"167 s HEETP.E. SEAL/SIGNATURE/DATE 6 0 20 *NOTES ON HV LOCKS AND CENTERMATES: A ° c a' •'J,�O° .@.@1. MANDATORYNDtitON ftONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE ORB OW 2. OF;SHUTTER SPAN FOR SPANS UP TO IDS",AND FOR INSTALt�TIONS AT ANY ELEVATION,HV LOCK ar MAY BE USED AS AN INSIDE OR OUFStpE LOCK,ATfACHEO TD d OR 0 CENTERMATES W/(2) 1/4'0-20 x:'1/2"LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE,AS INDICATED.ON TYPICAL SHUTTER ELEVATION. `:J't`✓°A Z.4QLIL LIIIISIN_I11:IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO EN 16 a, LOCKS OR tt,§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES ' V F -0R®SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCATION OF LOCKS SHALL BE.AS INDICATED ON TYPICAL SHUTTER ELEVATION.. �- 3, oPTIONAL j2.IS L�OED W/TWO HV._LOQ,\,,.LOCKING RODS ARE NOT REQUIRED AT, URRICANE POSITION, BUT MAY II ` �S BE USED IF DESIRED-TO ENHANCE SHUTTER'PERFO MANCE. LOCKING RODS OR AN ALTERNATNE DEVICE. 1 4 5 f6 aop4 a MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), Sir 4. MANDATORY CONDITION i2:'ONE HV LOCK r999�Ll�SHALL.BE USED AT CORNER CENTERMATES FOR ANY SPAN i AND INSTALLATIONS.AT ANY ELEVATION. HV LOCK� or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. g I ATTACHED TO CORNER CENTERMATES W/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS CS III AT TOP&80 OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. flz Hua_ xvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. jv f » 9 $;. •ONE ALTERNATE-HV LOCK MAYBE.USED_IN LIEU OF HV LOCK or, FOR ANI'SPAN AND � R>• o`r iNST TIONS AT ANY ELEVATION.AL NATE LOCK Q§MAY 6E USED AS AN INSIp OR OUTSIDE LOCK.ATTACHMENT .OF I '0-20x3/4'S.S.THUMBSCREW TO @ OR @ CENTERMATES SHALL BE MADE W/ 1/4`0-20x3/4'ALUM. fi+° 5ga RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONELOCKSHALL BE USED.AT 1/2 OF SHUTTER SPAN OR TWO t ^ea LOCKS AT 1/3 OF SHUTTER SPAN. 10 f -5a 6, Al4uDATORY GON111TION {,3 FOR KEYSTbNE.M NTNG INc'r' TATO , ONE HV LOCK @ or @ or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96,.AND FOR INSTALLATIONS AT ANY ELEVATION,HV LOCK @ or @ or 0 MAY BE USED AS AN INSIDE OR -- 'OUTSIDE LOCK,ATTACHED TO @.or @.SYMMETRICAL CENTERMATES W/(2) 1/4"-20:x.1/2'LONG FLAT HEAD S.S. .I M:S. LOCATION OF LOCKSHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ .SET ENO--' tP -i OR(5 TOP AND.BOTTOM IS COMPLETELY MANDATORY. .CONNECTION i DETAILS.ON 9 r E - N I J % L Y ;s TS.1FU L H *NOTES ON HV "I" LOCKS AND CENTERMATES: v 0.n HEIGHT. - OF CORNER t C4ND aTEpkr•7E TO MANDATORY CONIHTION l/ y�uD LY FOR HV,{'r LQj',ra_ .IIIDCFNIERMATES'ei�A•AND CENTERMATES $-:ONE ALTERNATE HV Y LOCK�S�.MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR®FOR ANY SPAN AND `;"1� (}•�i�r`^,�_Tp•�I It�ST-ALLA'110N AT ANY ELEVATION,ALTEERNATE LOCK(S�,jMY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT t.'�1 LJ 07 Ll OF LOCK INCLUDES USING REtNFORCiNG LOCKER^W7 , AS SHOWN ON SECTION HVG; SHEET 9,WHICH.MUST BE CONNECTED TO CENTERMATES®AND�9 W/ 1/4"0-20.x 1 1/2"LONG S.S.THREADED BOLT W/7/8"0 x 3/32" r'� WINGNVT OR W/ 1/4'0-2010-S.S.M.S..INTO A 1/4-Ox 5/8'RNNUT. LOCK.MAY BE INSTALLED AT MIDSPAN OR 12" QE)'C7_)-@-(D-07 •TI3°P MAXIMUM ABOVE ANO.BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP-AND BOTOM IS.MANDATORY. •max C",@-08 s`+�«r T�}. «T;s•.(�5,�t *NOTES ON NO:��LS� 8c CENTERMA€ES: t D ^^�`. /�(,L,f:E!{[ERIy�T�(xti OR(3i W= ; ONE ALTERNATE HD LOCK 3G MAYBE USED IN LEU OF TYPICAL HV BLADE SHUTTER ELEVATION HV LOCKS. OR EOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK(4 MAY BE USED AS,AN INSIDE OR OUTSID LOCK.ATTACHMENT OF,HD LOCK((33�4J TO g IS W/3 08 x.3/8'F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT C}AS SHOWN ON SECTIONS No-11V$AND HDC-HNC;SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS g.IS COMPLETELY OPTIONAL Tr0lfrrrtur��� FLO I UI IN an igh elocity urricane one !��� 02017 TILTECO,INC: Q2017 EASTERN METAL SUPPLY,INC. 'iCEN BERTHA HVTM .____ A. .S.A. Accordion Shutter System /77m ECO C_ 14.v:&ME#T W/'OR w/o KV.wttwav BLADE Stl4tterSystems ossaRmnom 000 DRAWN V L.C. TLLLIT TESTING & ENGINEERING,COMPANY t y : A9socidtton, �hC. I OLD 16-085 7/27/1 DAT- .07/27/17 \' 6355 NW 36th.St:,SW.365,V&=A CWDEt6.FWROA 33161 N. \ 4268 WestrQ's, Drive z \\ Phan:(]05)671 1530.Fo■:{305)671-1531 DRAWING No . EB-°GDo it9 West Palm Beach, FL 33407 ` ZEA NATE 17-107 Q ya 0 WA TEf A IlLUr Jr.P.E FLOROA U..IT.44167 5 SHEET P.E. SEALfSIGI((QfURE/DATE 6 5' OF 20 -CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK POURED (SEE SCHEDULE ON POURED CONCRETE. SHEET 13 REQUIRED II -.,I2 SCRE SS. CONCRET� ) {i CONCRETE ANCHORS LiAC}iiNE SCREWS CONCRETE ANCHORS REQUfREpf } _ @@-&—'o- }$ AFy-TONE SEE uauruw9 oN SHEET 7) {F $ J ,r (SEE.SCHEDULE ON WJ 1/4'-20 }t (SEE SCHEDULE ON SHEET T3} f f © ( ® rr /r /` SHEET 13) NUTS®12'O.C. 1— 12 of 1.4 , Fr, F' Min. _1/4"0-20113/4'S.S. 4m t EO E-. MACHINE SCREWS __ —EO 0. . p uslNc i/4'-2o NUTS 19 I r r i � f r i E.MO` I '1j2 ' / .250-Max. ' r r r -_r 13 OR S 4 G, -- ` 13 oa 15 .250' r r rf I r �E D r'�F ti 1 I .250"Max. I, / �Maz. r 1 , r i' i' r / r 1 1: f •E.D. ' i rE ,"r 4r rt OPTIONAL ii t-T i:'A 1 ,,' PTIONAL. 1 i rETa 9PARA N 1 { Lk� i MIN.SEPARATION TO GLASS a I rf 1 OR S. �. O —tSEE SChEOULE ON SHEET 11}�-` .EXISTING. I (�(Dtr EN' ' i MIN.SEPARATION TO CLASS. - GLA55-«r ;-(SEE SCHEDULE ON.SHEET TT) r EXISTING f GLASS--I O HV WALL HEAIDER INSTALLATION CA HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYYSTONE 'EXISTLNG '—" t MIN:SEPARATION TO CLASS ' .. .(SEE SCHEDULE ON SHEET IT) I tl.li WAL SEPARATION 1. OR 1 1 t 1 EXwRNG_,IQ IDBS(EFE I I ! MIN.SEPARATION TO GLASS CLASSaN9E15TT 1 i—(SEE SCHEDULE ON SHEET TT)ODOiFORrLIS DES &EaR LLuu ff ,kLADFSDk t� a EXISTING ""OP'TIOtLN. 'i r L GLASS--+ F w 1 I / I F.' i i T/4• r. / r ri E II4 TL. Max. 1 j f t iTi iii ;; r l' i i I -T/4'Max. K:, OPTIONAL i r ) 13 0 15 r1/2 E EA� 1497 12 DR 14 , # 1/4 w-20x3/4'S.S. !r j _ LOT, EO PHILLIPS-TRUSS HEAD r ,rr 1 1/4'd-20x3/4"S.S.PH LIPS r .MACHINE SCREW USING 1' ` CONCRETE ANCHORS j._„TRUSS HEAD MACHINE SCREWS L=— •-" '`,' '—CONCRETE'ANCHORS f r i. T/4'-20-NUTS 0 i2"-O.C.: (SEE SCHEDULE.ON WJ 1J4"-20 NUTS C'T2"D.C. J( F"` 1 r' , / SHEET'HE (SEE SCHEDULE ON SHEET 13) i ? / Mtn, OR POURED CONCRETE- POUREO CONCRETE .' l r,A.'t REQUIRED RETE BLOCK OR CONCRETE BLOCK r'/ ,Q,QNCRETE ANCHORS WALL REQUIRED (D HV WALL SILL INSTALI ,ON I (SEE SCHEDULE ON t t- 1 HV WALL ��LL� ��S�ALLA�ION \ POURED CONCRETE.._! SHEET 14) l:.J OR CONCRETE BLOCK WALL REQUIRED HV WALK, SILL.tHSjAi LATION NOIr FOR CQMERNATION OF SECTIONS: INSTALLATION DETAILS Wl 1-SEE SHEET 4 FOR'TYPICAL SHUTTER. *E 0. EDGE DISTANCE ♦SEE.LIMITATIONS OF USE FOR �. :HV BLADE ASSEMBLY (SEE SPECIFICATIONS ON-SHEET 13) BLADE A ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAYTO SUIT ANY'INSTALIATION, I iH iii FLORIDA BUILDING CODE(Non Nigh Velocl;y Hurricane Zone Ai ✓ 02017 itLTEDO.INC.. p2017 EASTERN METAL SUPPLY,INC: ,a� `e>AISF BERTHA TM A A Accordion.Shutter System . 1'L :E V O I N G. ! ! ■ ■ H V.0 h�E 1 WJ, oR W/O KV.WINDOW BADE. TILUT TESTING AE ENGINEERING COMPANY AmeriGcn Shutter SyMem$ Y.N OESCRiPTiDN. GATE O7TAWN t1Y: UC. »� �,"+� •,� .6398 N.W.aft.SL Ste.303.Nd bYl GARDENS,FLORIDA 3714 AEs$oGiatlGn. Inc. i OLD 15-085 7/2)!1 'DP1E 07/271/17 6355 ;t3D5)87i 1sw•Tax:.(305)87r-1931 4268 Westraads Drive 2 DRAWING Na % ,j1�/yHAL �� rTT a 61;Latea00.al._ West Polm Beoch; FL 33407 3 L/ {: EB-0008719 417-107 L +`'��Ire/nxINA�•A IYALTER A.MUT J,P.E. 9 SHEET FLORIDA U.'1 44167 Pl, SEAL/SIGNATURE/DATE s 6 OF 20 URED CONCRETE ANCHORS i Ift SIPiFutav (,�� 1 _1 Mme.�TIW+ CONCRETE .(SEE'SCHEDULE ON SHEET 13) TOaas(s¢ r OR �` EXISRNC i 1 REQUIRED YJ EDGE 4E Esx GtA55--{ .Sinuum+ t C5¢SCKMU ow SMIi it} 1 '' r; -!t SLAB 6 i ON BEET 5S tja to CLAM � APPLICAL EXISTING a,�6m3 QN CiASS� r�. �lM SHO ALTERNATE LTERN TE i i �i E%iSTMG� I CtASs r � 9100/4'HEX WASHER HEAD. TEK SCREWS 9 12'O:C. t $ 4If EDGE OF s IF - 3/8 CONCRETE ANCHORS I/! ,s I 1 r'/r r / /", Y/ `f / // APPLICABLE t L ©. 7 (SEE SCHEDULE ON SHEET f3) II 4r rff!;ri EDGE OF ExISTINc EIX E oe F r r r , r /, r / I r r /r r / GLASS--S• SLAB IF EDGE.4F f f',r' f ;/r .�,f,/�!�': APPUCABIE fMk.sEVM^ru<a+ APPLICABI E /`,'' E 0;/''�-EQ r•'""C4� /I �, x:. APPLICABLE I POURED f POti i SOt DLA CN SEF.T r',+ , ^} /",{'/,/'f 'f �'r ,•f,,,frCONCRETE E.D. CONCRETE (SEE 5 EDULE ON SHEET ANCHORS �li igft a/tX:gl ♦' 'POURED :,... r.. REQUIRED FlAT HEAD CONCRETE ANCHORS. REQUIRED (N 5lgET is t� 1..OR CONCRETE - eM,6a�p , REQUIRED D• a,* (SEE SCHEDULE ON SHEET 14) I� TRENCH. INSTALLATION "--'- - VAUD ONLY FOR UP TO t70, -75 PSF A.S.D. ©'HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER HV CEILING INSTALLATION a HV FLOOR IN$TALLA(ION t SCHEDULE$3.SHEET 11 Q .. ExIST111G i•�•- ": MAIw CONCRETE ANCHORS ctA55--I .to c1Ass 'SHEET 15) 1/4'B W� f'% Gtl 6R2T 11) 'iF(mD- (D j (SEE SCHEDULE ON r�.�--_.-L6¢ �EMSTINGTOXIMM OR 1/4-0 DeSTNG� , E74(:LASSGS-J M SLPMUTA%To tvs. t7.t5S---t FAStFRE ATi+E MM1CFOIS W/QUA$$ IS¢6Q4L N M¢ tl �..J oal.'.�.Nt�'�ro t 3/4.WN,tYBEDNENT O 6' ts66 toawlc tt} aCFORUPTDs-4'SPAN AM 1C O.C.FOR SPAS LARGO THAN1 .SENAIn AS EY4?f FY`t�MA1L T '"r SHEET 71 FCR UA6TATXMIS 3 8 .ERtOx3/4`.HEX cpe MAX. TWA EN SCCREEWSR Hrr / cwn.sTAu n La 12'O.C. 1 1 {g�j". ri`." S$Y$ dx3/4' HEX HEAD�.�!a JE%SCREWS®9'O.G I CONCRETE ANCHORS _ _-_ 6 a 3/ '014x3/A"S.D.S. r' --_ t 1 s i 1/4' 13 sI5t12 O.C. 20 NV35 N OR 1/4'0-20 S.S.M.S. 0 9'0.C. Mox. - f O 71'O.C. Wf NUT a 9'O.C. ' (SEE SCHEDULE ON .i' it/2T/ ' C :r/l/" j SHEET L 4) n ' s WALL TR�STRUCTUFNi __ s*------- 0. __ I t 7 ca 18 j2. 1- L i S 2.DD`hfiN. wAlt trtru Eo3ruTNE r-- E.D. SILL) ` ti;z� r /, .y/r J r r, SD�GEp OF !'rr / ¢t tAx3f4':F.H. .D.S. '�AttN. CO RETE ANCHORS ®9'O.C.NC EE NOTE 13(E) `-SEE NOTE 13(b)POURED CONCRETE (SEESCHEDULE:ON ON SHEET 1 POURED CONCRETE ON SHEET fOft CONCRETE Bi.00K SHEtT 14} OR:CONCRETE BLOCK REQUIRED REQUIRED Q)KEYSTONE MOUNTING INSTALLATION 9PnaNAc K HV WALL FLOOR INSTALLATION. unwuuu As.O.4ES CF PRTssMRc+ss.=Zz 651 CONCRETE C) �L} yy WALL WALK-OVER 1NSTA LAL TION wuawu s n ITR Spm W-01 REQUIRED QJ .HV RAINCTUARD INaALLATION t xolE: 1 t THIS INSTALLATION SHALL BE NO?EE SHEET 4 FORNTYPICAL SSHUTTER 4 {SEE SP ED( 'L11STA ADJACENT TO AN OPERABLE.eff .___._ �- REMOVABLE WHEN PERFORMED E.'D. NCE AltONS OF,USE fOft SPECIFICATIONS ON$11E 13) aR ENTRANQE ' SEE SHEET 19 INSTALLATION. DETAi-LS W..-f�.. HV BLADE ASSEMBLY N Am WAYY'TO SUIT Air. NNSTCAN Ba LAMON. EO Tett+ ji A. 7/1, FLORIDA BUILDING CODE(Non Sigh Velocity Hurricane Zone iy 02017.EASTERN METAL.SUPPLY.INC. •. ^ 02917 TRTECO:ANC. �`cI rrS�:. B THA HT/TM * IE o, rH�. A.S. A Accordion Shutter System i * HV,E!/DE1'Wf,ORVJfO HV:IMND(7N MAE �Q , 1fLL1T TESTING& ENGINEERING COMPANY American Shutter Systems Ev. ncscwanOx DATE DRAWN 6ri L C. �. 5 Association, Ina', i OLD 15-085 7/27/1 DnTE 07/27/17 �� 6355 N.W. it,Sl. Ste 305,VIROW GMYOAIS,ROMA.1316 a e 4268 Westroods Drive 2 Phony:t30$)8li is39.Fo::.(3os)6n-153r DRAWING NA {P ?rTS ..........c` Pt -W!G0006OOW.wm Wast Palm ,Beach, FL 33407 1 /y (1ARDA Lic:/'44167 5 $I1EET P.E. SEAL/SIGNATURE/DATE 6 7 OF 26 SEE ENO WALL CON ON $ .. SEE NOTES ON LOCKING RODS:3�,Hit LOCKS�or ASY pu-E IN -�.f-EXISANG GLASS 'INSTALI:ATIONS W, 1 HV **Bq ALTERNATE D NV LOCK®ON SHEET 4, DLYIDG � /''� 'rC C BLADE SLACK DETAIL INT IS VAIlD FOR ALL HV CEN!GRMATGS. CENFERMATE3.APPLICAT14N WITH EIADE�}i � ooaoo I 1 ae aA 6 7 «'8 �10 • 3�+ � OR SEE END: WALE CONNECTION Ex1STING GLASS DETAILS'ON SHEETS 10 & 1 ®,a 0. @ ------------- ____- ___ � 2•x2'xt/8`x0'-2 i 1/4' 7' B 1J2• 7' (60 63 -Te Aum)ALUM. OPPOSING SYMMETRYCAL ANGLE W1 2) t/F`0 ippon j. 1/2' �+ '� CANNER ATES ANCHORS Tq CONCRETE 1 r ryr�, CENTER &V {#pM;S.TOT & 8roxaJ<•s.us:®.12' W HV LOCK 6ff or s' MIN. CLAS TtaN (4)7{10r1/2'S.M.S.TO 7UBE"T �. o.c.,FULL iENceT. V4�_�s. W/ HU LOCK ro ct.gss AT EACH ANGLE(TYP) {SEE SCHEDULE IN ON SHEET 11) 41V(� a• l--- 1 1 2 «o ( op C7 HVC HV8 « 10"Q00..1©= «1�•�/o HVA 1@an��a+�+Q7 m$OnA10"@ POURED CONCRETE OR �y � /� _ ETtiSTiNa.GLASS CONCRETE BLOCK WALL V+(2) ol)°'V«0.�j QunuQ+®an «�cn I REOU EyD— TxtsTmc `1«Ll°fttJ V �J+07 aaI ( SYMMETRICAL—-- — iN___._�J' 'd°"�'d!'a" uIN.SEPARATION — J f c `g •�g,n t�g•©m i3.@ k-EwsnN t CENTERMiXTES j ©, g a(1�,(�g Q.�}7 « TOGLASS rJ �„S GLASS - t //�� AAm'�t � .(SEE SCHEDULE ....—. ._._ oR @— — b V DC 6 OPTIONAL } 1;J«.'•,J.°R�_-•.®oR 19+Y:J ON SHEET 11) f r MIN. SEPARATfaNAf TOGLAS$ I-lV_ ���QPItaNAL (SEE.SCHEDULE lV ON SHEET 11} {tNTERiUfi _ _,._._....._—/ _._- -.__--- _,...__. -..._ _.. .. ) QL1T - ' NCRETE' f ANCHORS® ei 2 *—— 3. VARIES 90'. r « (/_!y. C7' ,/ �'^7 {•l 71 w r/•A IJU I 6 1/2'MAX.SLACK OUT (EETrMOR) HVE Cl C7 H.VF** HVD II7t'fp J"'' FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone' ••.... 02017 TILTECO.RIC. 1x12017 EASTERN-METAL SUPPLY,INC. 1 A BERTHA N A. :■ w .Q■ KY Accordion Shutter System 6111 11 W/OR W/0 RV.WIPpOW MADE s * American Shutter 5 tems TILUT TESTING:& ENGINEERING COMPANY cit.x O65CmigN GATE DRAWN s.: LC: Assaciatton. Inc. ; :OLD 15-0e5 /27/I DATE: 07/27/17 %355 tM 36th..SLS..]05.VIOMA CMOENS,FLORIDA 3316 Phone:(305! -IS 0.Fax:(3m 4268 Westroods Drive 2 DRAWING Na. m 7:t7teeopno6cnm West Palm Beach; FL 33407 s AfAI..��r tF�L` WALTER- 6t7t0 P.E. a 17—#07 I/NT FLORIDA U..If 44167 - 5 SHEET P.E. SEAL�SIGNATURE/DATE 6 8 Of 20 ALTERNATE INSTALLATION W 'IT" LOCK 0 V MA t F L „ :' OCKS C EMT 8 8E LOCKERS 1 BY BLADE , ,,;FNtJ GONNECT101i OETAILS ON SHEETS 14 18 INSTALLATION �- HV.�QE. OUT !M E'm"aus eeMtID.� ,A,Nw,INDU10 ON SKU S, W/ HD CENTERMATES . WEEL AS NNNERS4:FIMIWG SLAM QI)CTNE N00-HVO. �a,;J•�"V ip..�.. wDICATEO ON THIS SNEER.W BE USED>tiix THIS uTatun END WALL 10�®a©����•I a+ CTION ws, nrn)DETaE,Hw.s+ HN 5 sr DETAILS ONTS� E0_ 118 i 0-o 0-08@- tcssr Ts uo»aHw: 35* 35# (OP0ONAu 4* (DPnmv4) W& H-----------------------------.- ---------._------- •--------- - --``--- �r(w/GGot n ac i I+o.�/4 5,u.o,2' I N - _ FIN --- --T a uc1ARat O+P) O.0 FULL uncNr. * (4)x.v. (4)H.v. 30 HV. "T" lams MP-) 7 314- Pms{7Yp.) is¢sni¢asE aJ 3 LACK (INSIDE) 1 ) - w w ,) wi -_�•-: 3_333....__ _ _—_-._ ..._._...,�__..._._._...—. _ � : ._...:�.:__ ' _�_—. -�_--•. --_-- 1,� +sp• sus. 5 1 28 29 1 1A;*� X� 5 3 OUT @0 / 3 31 as 3Q 31 as 31 oR 3 * 35# 2 1/4" 0=20 x 1 1/2" S.S.M.S. 4 35 (oPRGVA) NOTE 6'FOR VFI LOCH 3( - W/ 7/8"0 X 3/32" WINGNUT. (OPUONAI)HDD—:.H*-8 Q.0 i ii I LOOKON SHM. S. �# YMMETRf Al- HO C NTERMATES 'r°."J HV "T" LOCK (OUTSIDE)- SYMMETRICA HL a CENTERMATES S — 11 fi.sDaa�Ia4.auvaw HVG*' W/� LOCK (EXTERIORj w/ LOCK.(INTERIOR} (20th43 AU"URGE FLANGE T!N 8.0.e6.�mQn 1 p•�c^ SHM N rSERT.PMT/0020, t0.�a.�. AS VANUFAMRED 9T MEL CMERRT T f— 1v!v opu,PARSIPPDA.NEW AFASEY �^' ©:O•.®.,®.0.�a 07054 OR.EOU4. �Ett *TEE xstEs oN uHamvn nocsg o wg wrxs ON sNEET s t ## SLL AU CU OH.Nrt(�000.S.H00-iNJ�. ' vum FOR ai araz�ATs u+cEc6Haus wnN ELIDE O HDD-HVD** FLOATING' STACK ER/A FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone, 4 * r„% - 0 2017 EASTERN METAL-SUPPLY,INC. �i E s e20,�nL1Eca,INC: 13ERTH i im ao,q A A Accordion Shutter System 1�. 'E C;0 ;rwc. . . ■ l v.Li1DE#, w/aR w/o Hv wtwav aanE %�, f ." TtLLiT TESTING Ei ENGINEERING.COMPANY America n Shutter Systems E,,.x 1)EScaiPna) eATE oRravN--er. cc. ` .0 �, _ (t/�',0 6355 N.W.36th,st,se.ins.VMWA LADEN%FLOMM 3316 Association, Inc, t OLD 15-085 7/27/1 DATE, •.-p.... PheM:(30s)sn-1530:F..:(3os)e7)-,5331 4268 Westroods Drive 2 �DRAWING No rwP Ca:eat.woDoLrOm West Palm Beach, FL 33407 3 NA( E ,1 ES-1006719 17-107 -w""�r/J1JNttF W4TER A 1lEUT dr.P.E. 4 FLORIDA U.8.44167 5 HEET P.E. SEAL/SIGNATURE/DATE 6 8 OF 2p 1 r i PLTUREO CONCRETE J POURED CONCRETE t OURED CONCRETE POURED CONCRETE OR. f / r rr OR CONCRETE t OR.CONCRETE ` _,•.,__" OR CONCRETE CONCRETE BLOCK WAIL i r BLOCK WALL REQUIRED {;i ',. ,. BLOCK WALL REQUIRED F-"'-`"�' J r BLOCK WALL REQUIRED f EXISTING CLASS / EXISTING GLASS _ / CONCRETE ANCHOR i EXISTING GLASS <''"+ '� !r r. "-- /`( L„y fr' �, 2 M/.r 'EXISTING GLASS fj,f B 16'O.C. MIN.5EPMNION r !+ ^2 MIN.,_ .._ — :r r l TO wssi(SE: 7 I f, f III ;jrr !�^N.SEPARATION YJ.IEDIJLE ON SHEET _ ! µ0 , N(SEEI/ f J'I i i/rF MiN..SEf'•132A710N- ED_r EQ T. CLASS(SEE ` 11-FOR&ADE'©AND J'^ S 10 GIE S SLEET i i(^ f` TO G1ASS-(STE SGE.OI:LE ON SHEET 1/16•x3-AlAAX. - ON SHEET 19 FDR ;` rl I SCHEDULE ON SHEET i 1 FOR B.NE OAND I FOR BIFDE®PND (6063-T6)CONI: GLADES(1) Cfd 51iELT 19 FOR tf2" 11 FOR ON SHEET 19 FOR ON S EET 19 FOR ALUM.CLOSER = {LOCATE AT_, BJttS(f)h�A PLATE(LOCATE SJ2�l1 i , I81AOF.Sd&Qg3 7--� BLADES 0 EIl} SIDE �—' ` I k AT EITHER SIDE MIN OF 5) 1/2'MIN. •'-- OFO) I :b USE L'OR Y MAX. I , T #10x7/2"S.M.S. I :—_— ' (AS PPP.UCABLE)x2"x)f8'x0'-2' #10x1 j2",S.M.S— f. 16.O.C. ALUMINUM CLIP ANGLE ® 18•D.C. (6063-.T6 ALLOY)AT MtDHEIGHT '--" .`^ , (1)#10x1/2'S.M.S.TO(}& \ 4 (2)1/4"0 TAPCONS ANCHORS TO SEE DETAIL%FOf;_I ('�a WALL AT T'O.C.(LOCATE AT rJ' _ I SIDE CONNECTION (' OR N,ry' j EITHER SIDE OF @) ( OR OR' �' SEE DETR,L X FOR t OR j�' - 3 TD TRACKS SIDE CONNECTION I 2 w�w©•.Q7wUB 4tp��'w SEE DETAIL X FO Q a®w 8• 7 w 8'01p•��^ TO TRACKS w w 6• 1 a.B 10• SIDE CONNECTION 1(,Ly��wA®�w 6UA^�;.1{!'�1w�® ,1I^0�,•�¢ p� ® fp•a�wQ•�A(t�•�w TO TRACKS V�tJwYJ�ILY/-�'V'w 10•QwQ'®/�yywV•�w ��D'/�®} A®A��,,'��(�°"�Q�'�"' ay,,F7Q�.Qyh©•(�7•,�w 6•�7 •�„"6�•a•�w 0.0 ©°-&J Q)-@ lJ l YJwV 11`®w y yY7u "�g o.�8•�u �h•�,{�°'t7�q��.[®�°`OA�,`�°' �'®`°1�'�'_V•©"' B �9«I�w, 5=dd��AA 4 �ar�g.®w�,®w�n�. W.+Y7�°`V*�w1��w1,7'C7 O.® �'Qw�•�w�•� Q ®"' �'� «.7'® 8« t END CONNECTION DETAIL 1 ENO.CONNECTION 'DETAIL END CONNECTIONE�TAIL Q END C0NNE9TI0N DETAIL 40. F.REQUIRED ONLY FOR SPANS GREATER TITAN 12'-0' �^POURED CONCRETE OR CONCRETE BLOCK.WALL �._. 4 EXISTING �EX1EING GLASS J REQUIRED, GLASS .MIK SEPARATION �:'� �'10zi/2 S.M.Sl t ® ss a0. I Y W C E O SF / LTO MASS(SEE �/ s L S l (D OR$�OR OR SCFEDUIE ON SHEET __ _ __ 11 FOR BE DAAD CONCRETE �" 1/2'MVI. g ON ---_^--� t 11 FOR S ADEMAND 1-----'- o I{IId StiEfT 1&EDA ANCHOR TE r ___ OR(3 OR f OR 1 ?"CONCRETE-r^"� f 12 D.C. r r,`: ( ON SkHET 19 FOR Q _______ ANCHOR 5 RATES 0&Q[� OR ® 16- / O.C. / ; :J -- i / OR®OR _-, t r"2" ^t `� 4 SEE WtdtTARONS OF USE FOR... OR tr,'2•MIN, �' ✓ BLADE,UA ON SHEET 19 @ORODR(qOR(3OR@ VIEW Y 1 OR PLAN ff DETAIL X Ow OR �lff• ___J dew© Via® ,o'•�m POURED CONCRETE OR w®wp«pw j ,o.®w :D�®w�,�p.®wEND ! ST `LLA, IO,_N REQUIRED .pw�„Q g`�w O.OQ�w©'07.�a 1 HV BLADE OR � HV.WINDOW BLADE INTO CONCRETE BLOCK WALL CONCRETE OR CONCRETE BLOCK WALL. END CQNNNNETION DETAIECTION B o ,1 "�� FLORIDA.BUILDING CODE(Non Nigh Velocity Hurricane Zone' ,•••• ✓�w 02017 TILTTECO,INC. 02017 EASTERN idETAt SUPPLY, INC. BERTHA—HYTM� /lii E G O7,,m�. A S S AA Aceordian Shutter System ■ ■ ■ ■ FIV. RACE#1 W/DR W/O;H.V. WINDOW MADE. -Q d,•r�1YE ... American Strutter Systems cv.N aDscmPDaa. wtt Dtvx+rl iTr: La SL �+src i TITT TESTING & ENGINEERING COMPANY Association Inc. i OLD 1s-o6s 7/27/I DATE 07/27/77 4/ /�• . \ '.6355 N.W.36th SL.Sea 305:VM41M CAROM,FLOROA 3316 ''r •''l 1, FtroAe:(3M)571-15M.F6x:_(305)671-7531 4268 WestrOods Drive 2 DRAWING No' N�`� 1II1 a-ma0:GTHecoQGOLCO 1 West Palm. B_e6cfi, FL 33402 a - ..,ONAL'�".f+it WALTI EB ODDB719TXULA P.E. � •. 17-107 0�1"L/Sl N'A'TU .FLORIDA M<1 44197 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 4F 20, SCHEDULE b =HEOULE #2 SCHED( # MAXIMUM SHUTTERSPS "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+ MAXIMUM SHUTTER SPAN*"L+" {ySTAtLnTfON teCENO - � (ft.). FOR INSTALLATIONS�W/ � OR "L-" (ft.) FOR R "L-" (ft,)'INSTALLATIONS CENTERMATEs, & or or INSTALLATIONS W/ W CONCRETE & W ONE H.V. COCK or or Or WOOD (1) L+c MAXIMUM ALLOWABLE SPAN FOR-A GIVEN & :W/ ONE HV LOCKS MANSORY POSITIVE A.S.D; DESIGN PRESSURE.RATING. HOLOCKW/ N LOCKING RODS or ONE HV LOCK', �Or�or� L-;MAX.ALLOWABLE SPAN FOR A.GIVEN.NEGATIVE CENTERMA,. 2a 29 W/ ONE W/ NO LOCKING BOOS OR W/ NO LOCKING WALL A. 8, C, D. E, M, N. O, P.0; AS,D.DESIGN PRESSURE RATING. 10"T" LOCK 30 WW//TWO LOQNG (SEE NOTES t.It) DDS MOUNTING F. K& L R, S, &V. (VALID.FOR MOUNTING Q (2)-PROCEDURE i0 DETERMINE MAXIMUM SPAN FOR RODS 35 f,4ITrrO7777PFFGG&�+BOTTOM EE .//�� SKEET 7) FLOOR/CEILING G. H. 1, 11. J T. U. W &X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: OONA@kE c two INSTALLATIONS V �� CONCRETE&WOOD CONCRETE MOUNTING & tt NNtd10u '.GIVEN A POSITIVE&S.D.DESIGN PRESSURE RATING, w M spy - - AS.o.ors" I ° A.S.D.DERW INSTALLATIONS DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE FRRES5u6[ WALL MOUNTING FLOOR CEIUNG PRESME WALL MOUNTING PNE"SU9C FLOOR CktUNG.MOUNTRttG / 21 O RAtVEC ! GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATiNC; MOUNTING } FLOOR/CEIUNG MOUNTING (p.al•) - OR --�* .. (+aIt ore-7 (+oN-) F1tl0R AU„MOUNnNG „ OEtERMINE'MAXIMUM SPAN "L-" FROM SCHEDULE. 1+ Oft) L-(it). 1,+ Of L-0) . L R (ft). L-ffi) i.+ (ti). t^(fl. V MAXIMUM.SHUTTER SPAN.'t+ OR L-".FOR 30 OR L 16'-o" -16'-.0" 16"-0" 16'.-0' 30 16'-0" 16'-0" 30 t6'-O' 16'-0" INSTALLATIONS INTO WOOD$HALL BE UMREO 7O. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 pst.A.S.D.DESIGN PRESSURE RATING. MIN1MUht DETERMINED SPAN BETWEEN'L+`AND%-'. 35 14'-10' 19`.-10': 75'-2'- 76'-O' 35, T4'-t0- T4"-70' 35 15'-2' T6`-10` 40 13'-10" 13'-10' 14"-2' 15`-2• 40 13'-IO" 131-10" 40' 14'-2' 15'-2`_ .4 (3) PROCEDURE I TO DETERMINE MAXIMUM$PAN FOR 45 13'-1' 13'-1' 131-4' 14'-3" 45 13'-1' 131-1" 45 13"-4' 14'-3' 1' HV CORNER CENTERMATE#3 MAY BE USED AT.ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8• 13'^7" 50 12'=5' 12'-5" 50 12'-3' 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOORJCflUNG MOUNTINGS: SHALL 8E.AS INDICATED ON MANDATORY CONDITION#2 55 11'-10' ii`-10' 12'-f" 12'-11' 55 li'-10' it`-tO" 55 17'-f' i1"-tl" FOR A OVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11"-4' tt'-4' 17'-7' 12'-4" P75 1V-4' 11'-4" 60 10'-z" 30'-11' NOTE�5.SHEL7 5. RATING: 65 TO'-10" 10'-f0" 11'-1" 11'-Tt` 10'-10" W-10" 65 9'-S' 90'-1' - - Lt+-DETERMiAE Lt+=MAX, SPAN FOR WAii.MOUNTING INSTALLATIONS, 70 10'-6" 10'-6'` 101-9" . 13'-5" t0=6' 10'-6" 70 $'-9" 9-4* L2+-MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-1' 10'_4' 1F-1' 10`-1' 10'-1" 75 8'.9', tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, 80 91-10' 9`-IO" 10'-0' 101-9" 9'-f0' W-10" SPAN'L+•OR'L--AND MAXIMUM AS.D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 65 91-6' 9'-6' 9'-9- 10'-6• 9'-6' 9'-6' PRESSURE RATING FOR IN'STALIATIONS INFO CONCRETERATNG: 90 9'-3" 9'-3' 9'-5t0-19'-3' 9'-3" OR COA'CRETE BLOCK SHALL J UMTfEO AS FOLLOWS: DETERMINE: 95 9"-0' 8'-9 9'-2' 9'-10' 9'-0' 1- CONNECTIONS TO KEYSTONE MOUNTING LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 1 5 8'-9' 8'-4' 9`-0" 9'-T` 8'-9' $'-a" LIMITED TO +64,-72 p.I;J,AND 8'-0" SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING M)ON SHEET 7, INSTALLATIONS, 105 8'-7' 7'-11 W-9' 9'-4" 105 8'-7' V-11" fi10 Er 7'-7' 8'-7' 9'-2` �t1D. -4• 7`"7� FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MUM BETWEEN 'Le+". 12.".'Lr-"AND`Lz-` 115 B'-2• 7'-3' B'-4. B'-.11" 1'15 8'-2" 7'-3" SEPARATION TO -GLASS SIC EDULE MINI . 120 8'-0- 6'-11' 1 8'-2' W-9- 120 8'-0• W-1,1- (4) GO TO,ANCHOR SCHEDULE WITH FINAL MAXfMUM 125 7-70' W-B" 1 8`-0' W-5" 125 7`-1o" W-8, - - _ ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 130 7"-8' 6'-5" 7-10• 8-i' 130 7'-8" 6--5" MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 71-7" 5'-2' T-9' T-9' 135 7'-7- 6-z WIND ZONE SPACING. SEPARATION 140 7'-5' s-1.1' 7'-7• 7'-6` Azo 7'-s- 5'-117 ASTM E-1996 5'-9' 7'-5' 7'-3-� 145. 7'-3• M 5-9" TO GLASS 150 7'-2'. 5'-7'.. 7-4' -7'-0- _ 150. _7=2' W-7": - .. 1$5 7•-0• W-5' 7'-2" $1-9" 155 7'-0' 5'-5' 1 THRU 3 1" 160 6'-11" 5'-2' 7'-1" _W7- 160. W-11` 5'-2" 165 6`-10' :W-1• -7'-0" 6'-4' 165 6'-10' W-1` 170 W-9' 4'-it' B'-11" 6=2' 170 6'-9' '4'-11" 175 6'-7' 4-9" 6"-9' 6'-0- 175 W-7' 4"-9' H V BLADE 165' 5- '?'-6' 6'-T 5'-$ 185 6'-5' 4'-6- 190 W-4'- 4'•-5- 6'-6' 3'--6- 190 6'-4' 4'-5" ':195.- B'^3' 4'-3' 6'-5" 5'-5 195 -6"-3' 4'-3- 200 6"-2:" 4'-2" G'-4' S'-3" 200 6'-2" -R'-2• r":'' 205 s'-1- 4'-, 6'-3 5•-I' 205 6'-1' ,v FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone " Ll. �' �• 42917 TLTE00,INC: 02017 EASTERN METAL SUPPLY;INC. �&ENs�%:P_ BE THA H TM ` fry Accordion Shutter System ,�. /7i� AR1• iwA■ H.v. BLADE#1 w/DR w/o H,v 1NLDUN BLADE American Shatter Systems EV.R I DES{F@1110N GATE ORAwN 8!:Mta u LG. -4 �. TiLLIT TESTING & ENGINEERING COMPANY Association :Inc. 1 OLD 15-085 7/27/1 DATL' 07/27/17 �iz4 1S 6355 N.W.36th.St: Ste 505. "NA GARDENS,FLWVW 3514 � Fhone:(3Gs)67f-rs3o.Fox:(305)677-7537 4268 Westroads Drive 2 DRAWING No �' .; 1d o rno0;41t«oaooLcom, West-Palm Beach, .FL 33407 5' 17-107 FI ES-0006719. 4 FFF WALM A TWT Jr,pm s`�QNAL G 1 FLORIDA U.If 44167 5 SHEET P.E. SEAL/SiC�5WhJRE/DATE 6: 11 OF 20 :.a aei t � ► e: 11 . 11 x: :. P r . � :Ill :Ifi .e a.. •e.e . ,.e .SIM. +►1' •: .. :ql ei e. :al :. .e' q�e •P ,�7: :le.. r r.:• P. /J •�-.a. ••��. ��lhT���., O �E?� it?�� C3 fi�� . .. .• •' . .r ma ��mi,,,. moiimim oaiomm �rmic�®mi m ; mm : '.,. Mm..,.. -,m �wsama�omo t�lmtE1t10t0lCt[�1®minoolt[7lC[31a1®Knot tm[11ClmmIMMINKS toa-ARM ltot = lFY® astmemormmc,��a�mu��mc��cp�ta�mrnracao.c�c�mr ��eE�i�s MINE �' alm E �ORiE I®®mmmmOd17M��®��O m "mmm Or��MINE M : 0 : a"""fid alm�[iE.l;l�l7t[Cm14ii714�[l[tl7ttli : � � � _ � � �almC[7l>ID�1ClRlaliE3 [l�tE7l31E1 mt�[lolpp aliFlli- raelm olittt®16 7 mClla"A. mmtSl"OH • R�571®t�E�WOOQIL��M�lRI7Q[�Oi��l¢! 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P •11 •e. s l e• ► ► w FOR A GIVEN MAX, SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK:SUSSTRATES MAXIMUM ANCHQR . kFY`AT E PRES)RE RATING A( A tDRRESPONDfI+T MOInNC TYPE FOR CONCRETE OR CONCRETE BLS iNSIA ATIONS .(SEE MOUNRNGS,I.G.&H ON SHEETS 6&7) ,.ANCHORS TO SUBSTItA7E.SHALL BE AS FOLLOWS: pg1RED CO ICRIEIE/CONCRE E BILM POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. rc-3ksj MAXIMUM @WALL SILL MOUNTING @ CEILING MOUNTING t::!FLOOR'MOUNTING - 1/4•o TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER,(Min.fen 3✓EJ) ANCHORS SPACING,IF.FNID - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED 13Y ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Mtn;f'c m 3.bi) SPAN(R) _ ,.0ESf41.NFGA711E-PREa"SMK PAUlO [14 I nErAPFUEMS tE RAtivc, .Dam tECAlK PRESSE RATING111 - 1/4"o BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED.BY FLORIDA FA5IFNERS DIRECT,INC.:(MI..Fc 2 kI.) TAPCON-OR Ileo TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTE{.'ERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY I205 4D 6D 75 9Q.120 ILIO 205 30 40- ED 75 90 12tl i60 205 TAPCON WITH ADVANCED COMPANY OR.ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14. 12. 10 0 a -fl a 55 12 '10 s 8. a e G -14 12 10 9 B a •6 a THREADFORM TECHNOLOGY3,-D' 74 '52 tO@- -8- 8''6 6' 72 10 9 $ It fi 6 14 12 10 9 $ 6 '$ 9 {MIn.'.FC=3-ksl) ALL POINTS SGUO-SETOR.LE5514 72 t0 9 8 8 6 6 1210 9' 6 8. 6 e 14 72 1G '9 e' 8 6 5' DLUE TAP 1Y/GAP NOTES:1412' f0 9 8 e 6 7 12 10- 9 8 8- 6 6 14 X12 10 9 8 a' 6 6 TAPFFR+ A.1)MINIMUM EMBEDMENT INTO PWTRED CONCRETE OF TAPCON OR TAPCONWIM ADVANCED TNRFAOFORN TECHNOLOGY ANCHORS AND TAPFER? 74 12 :10 .96 7 5.5 3.5 i2' .t0- 9 8 8 6 g to 12 t0 8 9 8 & 5 ANCHORS IS i J/4',ANO FOR BLUE TAP Wf CAP ANCHORS'IS 1 1/2". 14' 12 f0 .868 6 .e 12 10. 9. '886 6.. 14 12 f0 9 a B '5 5.514 i2 10 9 8 s ��6 4 t2 'T_ 9 8 & 8 45 :ts. 12 tG 8 a. 8 4 3.5. A2)MINIMUM EMBEDMENT'OF 1/4`0 x 3/4"ALL POINTS SOUR--SET ANCHORS SHALL BE 7/8*KrO THE.POURED CONCRETE.NO EMBEDMENT 14 12 10 9 6 a 6' 4.5 12 109a86 5S '14. 12 to 9 0 8 5 4,5 � INTO STUCCO SHALL BE PERMITTED. 7/4'0-20 S.S.MACHINE SCREW USED$HALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 74 12 t0 9 7.5 SS JL5 - t2 70 9 9 e .6 5 ,f4 12 1G 9' e 7 55 4. •sE6 WrtATxt:lS 01USE FOR DOST,AND 1'MINIMUM FOR WNiS WITH ND STUCCO. 14 12 10. 9 8 8 6 6 t2 10 9 8. 8 8 6.5 14 $2 t8. 9 6 8 8 4S 19 5-0' 14 12 10 9. 9 :7 4' - 14. 12: 10 9 8:.6.5 5 3.5 14 t2 10 8 85. 5 3.5 3 P;J)IN CASE THAT PRECAST.STONE,PRECAST,CONCRETE PANELS;PAVERS OR ANY VENEER BE FOUND 011 THE EXISTING WALL OR FLOOR, -t4 :_t2 70 9 B JS 4S - 14:142 10 4 8 .$. '6 4:5 i4 i2 14. 9 a .6.4.5 .T5 ANCHORS'SFlA3i.Be LONG ENOUGH'TO.REACH THE.MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 :12 9.5 7.5.GS.45,'-. 14 12 10 9 -8-7.5 5:5 4, 14 12 10 9 8 ;6 4.5 3.5 NOTES'A1)&A2)ABOVE.'FOR'INSTALLATIONS ON VINYL SIDING OR En WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR t4' 12 t0 9 6 8- .5 t4 12. 10 9 8 '0 6 5 14. t2 '10 9 6' 5S 5. 35- INSTALLATION INTO,ELFS V7,Rt1 METAL STUDS SEE SHEEP 20, G•_O',.14 12 10 9"-79 S.5 7 t+ 12 Ia 8.9 T 5.5 i 3 14 12 8 8.5 &5 4 3 - 14:12 10' 9 8 6 :- 14-112 10 9 a 6.5 5 3.75 14 12 10 0.5 8 5.' 4. (8) TO EXISTING'CONCRETE BLOCK:(ASTM C-90). LDEX 74 12 ft 6.5 35 3 - - T4 12 t0 9. 8 6.5 4.5 3.5 14 t2 to 8 7 .5 3.5 3. - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY'I.T.W.BLfl 74 12 t0' 8 8 B - - 74 72 t0 9 a 7 5 4 t4 t2 t0 '9 75 85 4 3 - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'LL0. 144 72 :10 .6 65 4 - - i4 t2 s 75 6 45 35 - t4 MS T 5.5 4,5 3S - - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP.AS MANUFACTURED BY FLORIDA STEN DIRECT;INC- 7_ NC. .74 72 10.6.S 7: 4,'. - - 14 -12 10 9 7.5'5:5 4 14 12 9. :7 7S 4S - - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&.SPECIALTY t4 t1 7 5.5.45 - - 14 12 t0 9.-7.5.S;S 4 '14 '12 9 7 6. 4S 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WRIT THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 8•-0• 14 't2 10' 9 a': G. - - 14 12' 10. 9 a B 4 - i4. i2 t0 8 6.5 -5' 3.5 = NOTES: T4_'12 83 7 55. 3 - - 14 12 B 63 S:S-. 4, 3 2:5 95 6 5 4 3 73.7)MIMMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPOON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 t/4'ANQ TAPCON 14 12'95 7.5 a - 14 12.9.5 a CS 5- - - 14. 12 8 6 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 1} 95 6.5 S 35'. - - 14 12 f0 B 65 5 '- f4 12 'B 6.5. S'- '4 - g,MO. 14 12.f0 9 8 - - - lA 12 10 9 7S 4.5 - 14.12 BS 7 5S. 4 - 8.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALT.POINTS SOLID-SIT ANCHORS SttAll BE ENTIRELY EMBEDDED LNIO THE CONCRETE BLOCK.NO '.14 11.5 7.5 6 4 - - u 1i 7 5:5 5 3.5 - - 'iT a 5S 4.5'.3.5. - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S. MACHWE SCREW USED SHALL BE 7 t/2'LONG MINIMUM SHOULD STUCCO. 74 12'.B 6.5 4.5. - 14 12 8.5:. %5.5. 4. - - 14 70.5 7 5.5 a 43- - EXIST..AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 15'eS 55 4 - - - /4 12 7-7 6 4S - 14 11 7' 35'4.5.3.5 - - I O,_O' 14 t2 10 a' 7.5: - - - t4.-t2. 10 'B 6:5. 5 - -- 14, 12 e 6 5 4 - - 0.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND-ON THE EXISTING WALL OR FLOOR, 14 TOS 7 5 15 13 95 6.5 5 4' 3 - - .t0 7S 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL nNE5HE5.ANCHORAGE SHALL BE AS INDICATED*ON /4 11 75 5S - - 14 715 9 6 S. + - - 25 9S:6 5 4.. 4.' - NOTES BJ)&0.2)ABOVE FOR INSTALLATIONS ON VINYL..SIDMG OR EIFS WITH OR WITHOUT MET&STUDS CONSULT THIS ENGINEER. 14 12 '8 6.5 55. 4 - 13 10. ab, 5 4. J - - FOR INSTALLATION INTO T9F5.WEIR METAL STUDS SEE SHEET 20: 14 t2 t0 - - - 14. 12 '9 7 6.4.5 -..- 14 tOS .7 5.5 45.3S - 11-0 12.5 9.5 S - - R 9 �0 '4,5 .4 3 - - -9 7.45 3.5 3 - - - '(C) ANCHORS.SHALL BE INSTALLED FOLLOWING ALL.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1+ f0 j-'- - - - - 14.105 7 5.5 4-5 - - - 114 8S:95'45 75 - (D) SEE SCHEDULE BELDW FOR EDGE DISTANCE.(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 85 7 4.5 - - - - 14 11:5 7.9 6 5 - - '^ 12' 9 6 4.5 4 - - 14 12 :10 - _ _ _ ":..1+.J2 8 65 5.5 - "= T3- to.65 5 4 - - EDGE DISTANCE VERSUS SPACING SCHEO1fLE EOR ANCHORS, -T2�--O ttb 6's 4S - - - - - 17 8 5.5 4' 3.5 - - - 8 6. 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE.DISTANCES INDICATED BELOW.FOR E.D.-LESS THAN THE INDICATED,REDUCE ANCHOR SPACING },g 95 0 - - - '13'9:5 9,5 5- 4 - - OS e 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. -4 d5. - - _. - - - 73 0.6 J 35 4.5 - - -111 d5.5S 4'.s 35 - - - REDUCED_SPACING.OSTArBD-.USING-FACTOR StEAl1't14T-8E LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. l4 12 - - - 14 71.5 J5 a '.5 - 12 9: A 4.5 4 -.. .FACTOR toy 8 - - - 10 7:5 5 4 3' ___. - -17.515.5 4 3 - - ACTUAL TAPCON WIT"ADVANCED TAPPER + 125 e.s - - - - 12,19 e 4.5 4. - - 95 i 5 4 - - _ EDGE TAPCON' ALL POINT SOLED SET GLUE TAP W/CAP _ C /gyp AICTANCE THREADFORM TECHNOLOGY MIN.SPACING a g _ _ _ _ - 13 9.5 8.5 5 - - OS 7S 5 4 - - - V �� E.G. AGN.SPACING.a 3' MIN.SPACING.a 3'. MIN.SPACING=3 1/2' MIN.-SPACING-3' 3 3/4r 4' t4 12 - - - - - t4 105 7 5.5 - -MA-11.8.5 55 43 T - - - 14 7S - - - - - 8 7 4.5 35 - - 7 5 35 3 - OV B A D W POURED'CONCRETE h'pOLM c=WM O01p,M.R= POUREDCONCRETE A POURED CONCRETE&pDURED CONCACE CONCFM EIDCK tt 8 S.S.4.5 - - - - 9 a5 45. ^. •: - - -• NNt1AiAI CONCRETEE.D. BLOC N71.(:A•3 T/2'MEL.E0..2 tJr CONCRETE 1LOCK CONi.EPC E(L BLOCKCRETE WY E4..3 TJY KN E0.2 1/2' ^ f2 e e 9,$ 7 4.5 WINDOW MR. 75.. _ .. .. - - .. _ _ - TGs e s - - - - = BLADE WORKING 3' 1.0 0.90 1.0 0:7B 1.0 0.64 1.0 _ - - - 2.1/2'. - �O.BT i.0 a - 0.87, 1.0' 4 - - - .:. 8:5 -5 3 ,. _ _. IN UNISON ♦ _. 2' - 0:71 - - 0.51 - 7 9 6:5 45 - - - - 1 3/4' - 0.91 - - - 0.43. - - 1/2' 035 - 0.35 s - - - - �e 65. + -- _ - FLORIDA BUILDING CODE,(Nan. High Velocity Hurricane .Zone "'ff CC C02017 EASTERN�METAL SUPPLY,INC.J ��aAicrr�T �� 02077.DLTECO,INC.LNC. BERTHA HVTm A A Accordion Shutter System s z a I L ECO ,yc. . . ■ N kv RAM#1 W/OR W/0 wv IMMW MME g _ American Shutter Systems Ev:N DESCRIPTION DATE D tDNA 6Y: LG. Q - TILLIT TESTING & ENGINEERING COMPANY' TE OA 6355 11W.38 h St,sta 300.VmpNA G4RO M,FLORIDA 331 AssociatIon, Inc. 1 OLD 15-085 7/27/1 :DATE 07/27/17 Pr :(305}671-1530'.Fc::(305)571-1531 42&8 Westroads Drive 2 wnc DRAWING No pgipp , ,e1 o mai:711«o6aoT:rnm %Vest Palm Beach, FL 33407 3 �Cr�f '•....... � 11. EB-0006719 4 17-10 '7 1(J �y1 f4 WALTER A.ALLR It.P.E. >v, N FLORIDA Ua/44167 S SHEET P.E SER t ATU DATE 6 13 OF 20 KWIMUM ANCHOR* SPACING (jDa SCHEDULE FOR A GIVEN MAX SHUTTER SR PAN, AS,Q DESIGNI NEGAINE PRESSURE RATING. ANQ A CORRESPONDING MOUNTING TYIPFFOR.CONCREN OR(BEE MOUNIINfS 1,J,K A L ON SHEET 71.. � . POUF CONCRETE POURED CONCRETE BLOCK ANCHORS SPACING LEGEND itAnYUY )WALK'OYER& i IRINCN QgyNGUARD MOUNTINGi{gc WXL/FLOOR MOUNTING (pWAS.L/iW-OVER'MOUNTING VQAt)N -._ N[XK?idSWW TWNO ts.a:DEM hrAM E RAW(aq TIMM.KIrAM ate'Nmnc ks0.6ESIM TWIN PRE'R11iNc _ TAPCON'OR _ __. __ .. TAPCDN WITH ADVANCED 30,40 60.75.90 120 160 205 3(7 iiI 60:75'Fi0 120 160 205 30 40 60 75 so 120 160 20s-30 40 60 75 SD 120 tso 205 THREADFORM TECHNOLOGY 14 Ir. 10 8 a e 5 6. 1 '12' 42 t2 IZ 1.5 8 Z 7 7 7 7 7 S5- 5 5 5- S 5. ALL POINTS SOLID-SET 14 lx' t0 :9 8 8 0 6. 12 12. 12 12 12:72 9 7 :7 7 T -7 7 7 7 7' S 5 -5 :-5 5 'S & -5 if 12' f0 9 .8 8 6 6 12: 12 12 12 OS 8 5 fS 7 7 7 7 7 7 7 6.5'.;5 ,5. :9 5 5 6 5,S BLUE TAP T4 12:10 -8 8 e: 6 .6 12 :12 12 t2 12. :10' 75' B :7 7 7 7 7. 7. 7-7 5. 5 5 5 .5 5 5 5 TAPPER+ 14 ,t2' 10 0 B 8 6 6 12 12 12 12 1.5 8.5 0.5 -'5 7 7 1 7 7 7 6S 4 '5 5 -..S '5 5 5 8 4 {,.,-Dw f4 12 itl 6 6 12 12 12 12 12 9.5 7 S.5- 7 7 7 7 7 7 7 7 5 5 5 S 3 5 9 5 14 12 10 9 5. 8 6 6 12 12 12 IIS 8 6 4S 3.5 :7 7 7 7 7 7 6.5, 5 5 ..5' 5 5 5 5 5 -$ 14 12 10 9.'0 8 '5: 12 12 12 12' 10 75 L55_k4_ '7 7 7 7 :7'. 7 7 5.5 5.: 5 S S 'b 5 5 14 :t2 i0 9 a '8 6' -6 12. 12'12..'11,'9 _.-7 6. 4 '7 7 ,7 1_7 55.4 3 1_'S 5 5:..:5 5 '.4 3 5,�w 14 12 10 9 B a '.6 6 i2 12 12 12':10 75 5.5:4 7 7^ 7 7 -7' .7 7 7 5- :5 5 S 5 5 '5 5 _ 14 42 t0 9 a' 8 6 S 12 12 94 7.5' 6 4.5 3S = T 7 7 7 7 7 5 35 5 5 5---5 .5 5 ,5 4 14 12 10 9 a 8. 6 '6 12.12 12 95 a 6. 4.6- - 7 7 '7 7 7 7 15 4 5 5 5 5 5 5 .'9 4 *SEE ANCHOR 14 12 10 9.. $ 8.. b 6 .12:12 1.6 9 7.5 5.5..'4 3 7 7 7 7. 7 45.3.5 - 5 5 9 5 5 4.5.3.5 SPECIFICATIONS is 42 10 9 8 :8. 0 6 12 t2 i2 ib e 6 45 3.5 7 T 7 7 7 7 7 7 5 ,5 5 5 8 5 S `5 ON-SHEET'13 14.:12 t0 9. 8 '8 6 6- 12 '12.. 8 6. S 4 '3 - 7" 7 7 7 7 5.9 4 - 5 '5 5 5 3 5 4 3 14 12 40 T 8 6 a 12 12 10 8.89 5'0.751- 7' 7 �7.. 7 7 6 4.5 5 5 5 5 5 5 4.5 it +2 10 9 8 8 6 6 12 12' t0 8 0.5 5 3.5 - .7 7 '7 65'5.5 4 5 5. 5 5 5.'4. 3- '- '7•-G• 14 /2. 10 6 112 12 12 83 7 5'. 4. J 7 i 7 7 7 7 7 -6" 5.. 5 5 5 5 5 5 :5 t4 42 i0 9' 8 8 6 70 65. 5 f:9 3 - - 7 7 7 7 6S- S,. 3 5 5 S. 5 5 5 3.5 3. 14 .12. 10 9 a 8 6 :12 8.517. S.S +. - 7 2 7 '7 7 5 - - s 5: 9 S 3'.:$ 4.. ,0 VALID ONLY FOR UP TO +70, -75 i+ 12 f 0 9 0 8.',6 12 85' 7 S5 4 3. .'-:. 7 7 1 5S 4.5 3 - .5 9 ..5 s 4.5. PSF hS.O DESIGN'PRESSURE S,-G„:14 12 ;}0 8 5. 8: 6 9110.517.5 -6 4S 35. 7 7 7 :7 7 7 7 4 5 5, s s 5 'S 5 8 RATING AL FOR SPANS PER 14 12' 10 9 8 8 6 9 6:45 4 '�3 7T.7 7- 7 5.5 4 - - 5 5 5 5 5 4 3'-- .SCHEDULE #3, SHEET 11 i4 t2 10 -9 a a." 8 11.7.5 6 5. 75 -. - 7 7 7 7.5.6 +S 5 'S'. 5 5 5 4S :- 14 iz.10 9 8' 8 - 2 13 7:9 6 5 3.9 - 7. 7 85 5' 4 - - 5 5 6 5 4 3 - g,_aw t4' 12 '16, 9 :8 a 2 12 9.5 0.5 5,5 4 3 7 7 7 7 .7 7 6- 3 5 5 5 5 5 5 5 5 44't2 10 -9 8 a :5.8'. :5 4 JS - - 7 7 7 8 5-3:9 - 5 5. 5 8' :3 -4 3 t+ t2 t0 9 a a 2 10 65. b 45 - - 7. 7 7 6.5`5.5 - - 5 S 5 9 5 4 - - 14 12 10 9 8- 8 - 2 OS T 5S 4S.3.5 - 7' 7 S5 45 3S - - - S "S 9 4S i5 - - - iG,-0"14. .ix 10: 9 8'. 8 - 2 11 65. 5- 5 3.5 - - 7 7 7 7 '7 7 4.5 5 5 5 S 5 5 'S f.3 14 42 10' 9. a a :7 45 35.-3 - - 7.- 7. 7 5.5 44� - - 5 S 5 4 4S.3.5 - 14.-4'2-10 9 .6 8 2 9 '.0. 5 4 - - 7. 7 7 6.'S -: S S 5 4:5 5 - 14. .t2 10. 9 0 -8 2 85 6 5 4 3 - 7.. 7 $ '4'.. 3 3 5 5 a 33 _ .. t'-0"ti f2 t0' 9 S 8 - 2 !0 J. SS 4:5 JS - - 7_.7 7 7 T 7 SS - 5 5 S 5 5 S $ 4 14 :12 10 9 a 8 S 05 4 3S 3 - 7 7 '6 5 5 4. 3. -^ 1+. 12 t0' 9 8 8- :- 1 9 5.5 4 - - 7 7 7 5.5 45 :- - - 5 5 5 5 �// BLADE {r if�i \T� t4't2 JOS— 8 1:5 0.5 55 4.5. SS - - 7 7 [4-5 3.5 `- '- - "8 977 4.5 3.9 3 - - _ HV :4/L/-\'�I✓E V N L 1 14 '12 9 - 12 9.5 6.5 :5 4 '3 - - 7. 7 7 7 .6 3 - 5 31+:t2 8 6 4 3 - - 7 7 aS 3.3 - - S 5' S 4.5 4 3 14 12 - 70 7.5 5 + - - - 7' 7 .5 - - - 5 '5 5 5 414 f2. 1# - 0.S 8 6.,4 3S - 7 5.5 3:55 3 4.5 3.S 34 12: 8 -' 1.58S '6 4.5 3.5 3 7 7 7 7 4:5 - 5' 5 $ 3 5 5 4.9 3.s t+ f2`. 6" -� 7 S5 3.5 3 - - 7 7. 4 3 - 5 S:. 5 4 314 f2 8 9 7-45 :JS - - 7 7 4SS' 5' 5 4.5 4 - - 14' t2 10: 9 - - 10'7.5 5. 3 7 6 3 - 5'. 5 4 3 - -it2109 - a 05 8 55 4.35 - 7 7 7 .7 4 - - 5 5' 5 5:. 5 5 4 3, 1a'-Dw 14 12 10 9 - - 6S 5 3 - - 7 7 5 3:5 - 14 -12 10 9 - 8:5 9S 4 - - 7 7' 9 4 14 12-..10 - 9 7 4.b 3S.'.3 - 7 5.9 3.5 - - - - 5. 5 33. 3 _ 15,-0"14 12 'f0 - - - - - 10 7.5 '5 4 -3 - - 7 7 7 7 7 35' - - 5 5 5 9 5 9 4 3'. C4 T2-To- - - 6 4.5 3 - - 7. "7.4.3 3 5 S 45 35 - 14 12 10 -' A '6 4 - - - - 7 7 5 _ _ _ S S !i 4 it 12 t0. - .- 85 6.5 4 3S`. - - -:: 7 5S 3.5 - - •: - 5 5 Is' - 14 12 ^10. -- - - 95 7 45 3. 3 -. - 7 7. 7 7 6 3 ^.. 5 5 5 S 5 4.5'3.5 76�w.14 '12,To _ _ _ -. 8 4.5 3 - _ -.'7'6.5 4 - - 'S 5 T*-12 10 - - " 75.5.5 75 - - -` "7 7/ _ - :5 6 45 - -: FLORIDA BUILDING CODE(Non High velocity Hurricanezona iy44.4t�`.,..... s�r�ea. 02017 IILt'ECO;.INC. C�`120t7 FASTERN'MEfAI'SUPPLY.INC: a >,\GENs .,�,,-y BERTH H TM z l L E C�Oi . A. ■r ■A■ Accordion Shutter.System H.V. MADE#1 W/at W/0 H.V,WNDOW WDE ` TILLIT TESnNG &ENGINEERING COMPANY ArnerlCcn Sh4tfer 5y9fems �,;, at'sa6Pnm1 o tc bw,vaN Err LC. p 17! Assoclatlon, Inc, / OLD 15-085 7/27/1 DAIE- 07/27/17 1 0355 N.W.J6Uw,St,Ste.WS,VM"OI WVM.FLW<OA 3316 9 Phone:(305)871 1530.Tov::(305}871-1531 4268 Westroads Drive, 2 DRAWING NO, ^ qtr 14 o-mat nk<a7aaeom West Polm..Beach,FL 33407 3 11067 Ea 000 ,9 17 107 WALfkR A. 087 J V.E.. ELOp10A U,p.44167 5 SHEET P.E. Sfxp,3te(d 6RE/DATE 6 14 OF 2D ty',AXIMUM A.S.D. DESIGN PRESSURE RAnNG . �tAQR CPONOINC MAXIMUM ANCHOR SPAC FOR A GIVEN AX,SHUTEE@E PRESSURE R,AIINGAND A CORRESPO TYPE. (SEE MOUNTINGS ON SHEETS 16:&17). _ rJ L_-J SOLAHERN PINE No. SPRUCE PINE. SPRUCE PIN SOUTHERN PINE No, 2 W/ MIN. G=0:551 SPRUCE PINE FIR,NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W1 MINER 0. FIR NORTH FIR S0= OpUGt AS FIR W/ MIN, G=0.50 W/ MIN! G=0.43 W/ MIN, G=0.36' PLYWOOD �GGL-O 50 W/ MIN.G=0.43 W MIN. G-0.36 SPAR(n) _ WAIL MOUNTINGS CEIUNO MOUNT T WALL MOUNTINGS CEILING MOUNT T WALE. MOUNTINGS CEILING-MOUNT 1' WALL.MOUNTINGS g.o. WALL IdouNTINGS B.0, WALL MOUNTINq$ B.C. WALL MduNnNcs M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS P & 9 S&Y L &V S&v W& x Wax', vN&.x ` tE5NWRdE'11EM Pme;(r.6 ZOI IETJI6W£FR`+'1�1E BAW,BW IWA MMM R15RF£FARC(M '03L2!M1SNM1ERESSR'FFFEGII4J tt5Ht11:YYAF'R137PFM*"'IId} o5011SL6AT RTIDN ROO(%0 ,49ot)EGS.LE REIWFM4G.(¢(i BSGM NGPA;P4�P.tIIt6(p;�,- IF3lA RUJh lf191TEF0G1p1) 0911 tIRr.^Ef1RAt3,BYQG(i�J 30 bti'. 6p 75790: 45 30 40 60 75 90 �05 30 40 6O 75 90 OS 30 40 .60 75 90 X05 3q 40: 60:75 9D b5 30 40 60'75 90 u05 30 40 60 75 90 OS 30 40.:80.%75 90 d5341 40 ;60 75 90 105 30 44 60 75.90 105 :-V OR LESS 12 'TQ'.10 9 s ,8 6: 6 6' 6 6 58 12�id' 1019 8,8 6 6 --6 6 6..6 12:TO 11019 8 .8 6 6 :-6 6 6'.;6 6. 5 4 4 4 :3 12 12 12 12.92',12 12 12 12'12 12 12't2 12..12 12' t2 12 4!-p` 12 1q 10 9 8 8". 6 6, 6_6 6..':6 12:10 10 9 8 8 6 6 :6:6 6' 6 12 f0 10 9 6 !6- 116 6 6 16+6 6- 6 5 4 4 4 3. 12 12'12 :12 12 12 12 12 12, 12 12 12 12 12.T2 12 12. 12 $•_ 12 14:.10 OTS 8. 6 6 6.6 6`5S t2_W f0 9 8 8` '6. 6 6 6 .6 5 12 10 10-9 $'. 7 6. 6' 6 5 6 5 4:4 4: "3 12 12 12: 12 12 12 12 12 12'f2 12 T2 12 12 12 TZ 12 0;5. 6!-0'. 12. 10 10. 9 ,8. 6.5' 6 6. 6 6 5.5 4.5 12 10 10 9 8 '5 6 -,6. 8 .5--5 4,5 12 10 10 9 6.3.5. 6 6 6 6 ,5 4'•5' 6 5 4.4 3:5 - 12 12 12_12 12 12 12 12 12'.12 12l 12 12 12 12 12 TO. 8.S 7•_p" 12 10 10: 9 6.5 4 6 6' 6 .5 4.5 4 12 W 10'9 5 3 6, .6 6 5 ,4 :5 12. o l0 7 .5 6 ':6 6 5 4.3.5: 6 5 4 4 - 12 12 12 12 12.'.12. 12 t2'. 12 12. 12 14. 12 12 12 0.5$5.7.5 8`-cr 12 10 10 7.5 4.5 3 .6 6 615 4`3.5 12 10 10.,6.3:6: - 6 6,' S .5 3.5 3 12 10 :10 4 _ 6 ,0 5. .5 3!5 3_ 6 5 '4 - 12 12 12112 12 12'.12"T2.12. 12 11 9.5 12 12 1.5 9 7.5 6_:5 g';=p" t2 10 .14 5 3.5 - .6 6' 5:5 :5.3.5 3 1210 9 4 - -. 6 -8 4:5 4 S 3 12 10 a 3 - 6 6:4:5 4 3 3 6 S '3.5- - 12..12 12 72 12 1p: 12.12 12 ft.. 9:513.5 12 12 10 8 6.5 5.5 10'-0• 12 10 7.5 4' = 6 6. .5 4' 3--.12 10 '6 3 6 .6" 4 .5 3 -..12 f0 3 _ - 6 .6: '4' .5 3 6 5 - 12 12 12,112 iS 9,5 12 12'12P0418.5;7.5.12 12 9 7 ;6. 5. I7'-0" 12 tp- 5.5- - 8 6: 4i5- - - 12 10 4:5<^ - 6 55 3.5 r - - 12 10' �- ¢ 5:5: 4 _ - 6 5 - - 12 12 41 i2 t0 8.5 12 i2 T2.9.6 8.7 12 t2'-B 6;5 5.5 4:5 - _. - - _ .- t2`-q" 12 10:.3.5 - 5 6' 4 - 12 11.8.5 7'6 12 Its 7;5' 1210 -- - - -•" 6 6:',}: - 12 :10 - 6 45: - - - 12 7s5' - 6-4.5 -:- - 6' 4.5..- - - - 12 12'1210. 8.57:512 12 10 B 655:512 0.67 5.5 4.5 T4'-d". 1210 - - 8 5.5 - - t2 7' = + 554.5 - - - _� t27: - 5:54:5 - - 6 3 - - - 1212129.5 8 .672129.5'7:5:6 4.512 9:56:5 5' 4. {5•_0^ 12. _ _ 8..- _ - _ ._ 12 _ _ 'S - _ 12 _ - _ _ 5 - _ 6 _ _ _ 12 12 11' -9 7:5 5 12 12 85 7. 6 '4'12 9..6 5. 4 0' 12 "` --..._ ,.. 6. _ .,. _ -,- 12::._ _ ,. _ 6 - -- 1.5 F _ ... _ S _ _ - 6 - _ - _ 12 12 i0: 8.5 6.5 4 12 12: 8 6.5 5 3. 1.5,8.5 5:5 4.513.5d HV BLADE ORd) HV BLADE Wf HV WINDOW BLADE WORKING IN UNISON* ♦-SEE U A710Y9 OF USE 1611 BRIM=�6N SHEET 1 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS t4 WALL,FLOOR OR SOUD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING. -SOURiENN PINE No.2,W/G-6.55(N.D4) -1/4•e TAPCO14 ANCHORS,AS WNUFACtURED BY I.T.W.OUILOEX W/MINIMUM DABEDMEAT AS INDICATED AT -IXYtlGtAS;FTit W/6+0.50(N.D_&). EACH SECTION ON SHEETS 16&'17. -SPRUCE PINE RR NORTH W/G=0.43(NA:S.) EMCEPTION:SEE NOTE 2 emoW. -SPRUCE PINE RR SOUTH W/G=036(N.D.S:) -MIN:1/2'.CO%PLYWOOD(1986 APA), ;2/SCREWS AS HOLLOW 2015 PMFICAT A5 PER MOUNTING TYPE V,SHEET 17 AND SMAtt..:COft51ST'OF .LAB SCREWS A5 PER HOS.1!415 SPECIFICATIONS: 4.ANCHORS 6^c.INSTALLED FOt1OWtNC ATL.OF THE R£COMNENtrATU3NS AND SPEC,Ai:ATi0N5 OF THE ANCHOR'S MAMIFANUFA CIURFR ' FLORIDA BUILDING CODElon Nigh;Velocity Hurricane Zone \11F ll'vVrll f+C f,,% 4D2017'TttTECO,INC... _ (0 2017 B EASTERN METAL SUPPLY,INC. _ \\ "fit >;,�VC11/ ;•.,,✓,jy;z AH HVTM A ,A Accordion Shutter System �L E C.O It¢C. ■ . ■ . KV aXE.#1 W/OR W/O M.WNDOW I A,DE TELk.IT TESTING Ec ENGINEERING COMPANY Amerloan Shutter Systems LY. bMRIPnoH DATE DRAWN.BY." LC. 'J7 .• Ase6Clatton, Inc, 1 ALO 15-085 7/27/1 DATE 07/27/17 \ .ASS N.W.36M St Stn M.WRON1A GARDENS.FLOROA 331 . .. \ 4288 Westrodds Drive 2 s �---.=fid-\i Ph-:(305)671 1530:Por:(3D5)871-1531 DRAWING NO c� '4 4 < 1-,t1H_orona,gom :West Palm 8each,,FL_33407 a E6-0006719 17-1,07 ,.r¢Ni4!k rf'41 WALTER A TILLIT 4r,P.E. rr FLORIDA 1:0,1 44167 _ s.. SHEET" P.E. SC/3tFyNA1URE/DATE' s . .. 15.OF 20 INSTALLATION DETAILS ON. EXISTING WOOD BUILDINGS FOR 1�HV & B .HV* BLADES AS APPLICABLE: MAX. SHUTT + OR — FOR I STALLATIO 5 lNT0 WOOD WITH H $LADE ONLY SHALL WALL FINSH BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING, SEE SHEEI 1 FOR MAX SAN & Tt4 a TAPCON OR SIN URE G FINSTALLATIONB E WORKING' -UNISON 1`. ��,,:"'�( TAPCON OTH ADVANCED I tf4"0 TAPCON.OR THREADFORM TECHNOLOGY 41 TAPCON WRN ADVANCED THREADFORM TECHNOLOGY �.•- ?, Wf 1 tf2'Min.PENETRATION r i k ��'r J OF THREADED AREA TO { W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING E1C5T119G WOOD HEADER. r-x I r:'. W000 HEADER.(SEE SCHEDULE ON SHEET 75} C �CLSEPARATIONSS i I 1 —{�Oit(21 (SEE SCHEDULE ON-SHEET 15) .'i {` / Z I 1/4'0-20x3/4"SS:MACHINE SCHEDULE ON SHEET _ I 1 r, } 17 1pgIT t57 SCREWS Wf If4'-2D NUTS ON SHEET 19 FOR 1 FOR ELAM OA95 OR f 1� ` / I _ ` T' n. W 12'O.C. EXISTING I BLADES 0)& y: GLASS-1 WALL ORT I, 9 EXISTING MIN. flNISH f S� N OR I 2"x4'WOOD 3 ♦ ( EXI5TWG.MIN. HEADER REOULRED ) DR 2"x4`WOOD ( i 1/4 '0 TAPCDN OR.TAPCON.WITH ADVANCED. 9 I HEADER REQUIRED ; ' �} 11 1l 'i4 THREADFORM TECHNOLOGY Wl i 1 2 EXISTING INOR,c, PA{tADDpI, -I t( T 1 I t? i (Att t j Min.PENETRATION Dr THfl£PDED AREA TO Gam` -"t7 TO�t`✓'•SS(SEE ,:I I I I;s t �j 1 t (il EXISTING WOOb HEADER, MIN.SEPARATION TO GLASS t t 1 I, I .._._SpLFOR F���� EXISTING I E�SCHEOULE'ON SHEET ti} y � 1 �h#S} i TI +`) (SEE�SDHEDULE Oil SHEET 15) 1 T FOR BLADE QAND ON SHETT 15 FOR ��S-�1 �....Il_(� l •.;_u :,.:.I 2'x4"CONT.SILL PLATE REO'O. � HV WA!! HEA1ER INSTALLATION HV WALL SILL INS ALLATION l�J HV WALL HEADER INSTALLATIONT--—=•. I i - -I-�- MIN.SEPARATION TO CLASS �XISRNGS--= �_ MiN SEPARATION TO,GLA55 I it � (SEE SCHEDULE ON SHEET If) GIJS1 - j„ EXISTING ,ry (SEE SCHEDULE ON SHEET it) EX$T1NG i x I. MIK SEPARATION TO CLASS t ' GLA55 2"x4'CO".(SEE SCHEDULE ON SHEET 11) + WOOD PLATE 1 f�'0-20x3/4'S.S. REWD. 'S ``. MACHINE SCREWS 1Ja0-20x314"S.S.MACHINE SCREWS W/ ( II I USING 114'-20 NUTS I' T > WALL {{{ 1/4•-20 NUTS 0T2 � e T2'a.c.-� i FINISH I :I i I i O.C. I( I 1. OR o, ` Y I @ JJ T OR 1$ 2'x4'CONT, '`"•,.. )I ^3' WOOD PLATE L.E�' dd c REO'O. t. •i { 1'Nin. `�� �.. tf i"Mim 1/4'0 TAPCON OR TAPC4N WITH ADVANCED Ay�li (t�t (� i 1 1 1't. t�t 1 :+ THREADFORM TECHNOLOGY Wf T 1l2` l t ( �.� ( Min•PENETRATION OF THREADED AREA TO yy ( 2x4 CONT, i }} I 11,V0 TAPCON OR TAPCON WITH ADVANCED 1 I 1 SILL PLATE EXISTING W000 HEADER. S 4"O.tAPCON OR -NOE, � # � 1k 1 1 t l5�i z.} THREADFORM TECHNOLOGY W/ 1/2' ;� \\ TAPCON WITH ADVANCED i-SFE SHEES d.FOR TYPICAL j tRE00, t ti g(I {5EE SCHEDULE ON SHEET 15} } `Li�EXISTING �} •ut)� I. s. Mn.PENETRATION OF THREADED AREA I74T0PLYWOOD 1f2'MIN.CO1(� y,1 t t WALL FlNISH 7HREADFORM TECHNOLOGY SHUTTER ASSEMBLY. {5EE SCHEDULE ON SHEET 15) EXISTING MIM 2x4` t PLYWOOD REWO. W/ 1/2 M ,PENETRATI N!OF 2-MOUNTING SECTIONS CAN BE --/2'MIN.COX PLYWOOD.REO b STUi15 16'O.C.MAX. WALL.FIN' THREADED AREA IMO PLYWOOD COMBINED IN ANY WAY TO REO'D.PLYWOOD TO BE- (SEE SCHEDULE ON SHEET 15) SHIT ANY INS"TALLATION. R)HV WALL «SII. INSTALLATION MIN 2'x4'STUDS.0 16.O.0 MAX REGIA. ATTACHED TO STUDS IN PLYWOODTO BE,ATTACHED TO STUDS.IN ACCORDANCE ACCORDANCE WITH. ._ WITH SECTION 2308 OF THE FB.C. SECTION 2308 OF THE @-HV. WALL SILL 1615XALLATION ♦SEE U AT(Ot•5'OF USE OF P HV WALL SIL! INSTALLATION F`e t�t�������,y 1k°t' ' FLORIDA BUILDING CDOE(Non High Velocity Hurricane Zone >\'(E� 02017,TILTECO.INC. ®2017 EASTERN METAL:SUPPLY,,INC. ..............�i� � B .RTHA HT. \tcls '".`? * ••/•�••••� A �'" A Accordion Shutter System i 4. H.v ewoE#t w/OR w/D ttv W+Noav eaoE "p. a7' f TTEtIT'TE,'STING dT.ENGINEERING COMPANY American Shutter Systems. EV.N OF.'SCRIPSION OAn DRAWN In. t.c. 9 *; Association, Inc. 1 OLD Ts-oas 7/27/1aAre: ;D2yzz/1� 8395 N.W.S6ttx.A,Sb.SOA WRGHI1 GAIMENS.TLOFWA 331 PAOM:(3D5)6x1-1530.I":(305)8Ya-ISs1 42t 8 lYestroods Drive z DRAWING NO .10110 .' t�,.1�ti° `-m "ooasiio eom West.palm Beach, :FL 33407 a 1 7�107 1 'l4L WALTER A TiLUf Jr.A.E. 4 P:E. SF AL A}�UR'oDATE FLORmA U.!44167 s SHEET s & OF 20 r r• INSTALLATION DETAILSD. ON EXISTING WOOBUILDINGS. FOR i HV & FIV♦ BLADES SAS APPLICABLE) MAX SI{LJTTER SPAN L+ OR L- FOR INSTALLATIONS' INTO WOOD WITH FIV BUDE n ONLY SHALL BE. LIMITED TO 105.0 .psf. A.SA DESIGN PRESSRE BATIN2. SEE. SH E7 19 FOR MA WALL FINISH - ... H _ ( 1/4 a TAPCON O$ STRU (W-) EXISTING 7�1.. UNISON NR{. 'll TAPCON:WlTtt ADVA14CEO WOOD BEAM•REQUIREO. I J I & tG 0 FOR NS BLADE 1 WORKING THRFADFORM TECHNOLOGY ( { / -- -•-- EDGE(IF APf?l:ICABLC) ti 1 • �''' 2 a Wf T t f2"Li1n.PENETRa714ti i f,40-20x3&4 S:S. OF EXISDNC Y1QOD 6EAM ,r �Jr f �.- _ t r• OF THREADED AREA TO 1• PHILLIPS TRUSS HEAD TO BE CERTIFIED[n' EXISTING WDDO HEADER. - _._ -� Hirt. MACHINE SOREWS REGISTERED E100NE6ft OR T IX15TING W004 J {SEE SCH£OULE ON SHEET is) W/le--20 NUTS ARCHITECT PRIOR TO• E0 7+—£G -� TAF`(ER oR I i ® 12"O.C. SHUTTER.INSTALLATION. %/ i 1/2' 1/2` RAf1kR dG 24 gyjg/J 1 g f I D.C.REQUIRED. 1TQ0-TADVANCED EMST,ING SOFFIT > tt• /• ,N: .I k :N -.257" 7HREADFORM TECHNOLOGY f ffI .__. 3/4'Wox THK.. I �.. Mox. Wf T_i/2 M n PENETRATION EO ED ` t t S ^ I I OF THREADED AREA TO E0� EQ; $74x3j4' - _._...__.„,..-1 z4"xi/B CONT ALUM.TUBE OP710tU1,. IXISTING WOOD HEADER, .`' /t/ @ b O.G. (6063-T6 ALLOY)W/. (SEE SCHEDULE tlNSHE£T 15} I O @ (3)S/18'0 LAG SCREWS TO 1' or i 3 or 15 l 1 Or 13 Or 1'S I EACH RAFTER CR TRUSS. .LOCATE LAO EXISTING AT } MfDW1DTH Of EXISTING WC00 I EXISTING MIN 2'x4" ` 1: 1 I MEMBER,(2”Min.NONONAL EXISTING­4 WADER REO'D. - £ OPEN HOLE AT EACH WIDTH)W/2'MI.. 1� .MIN.SEPARATION TO GLASS EXISTING - $TVD TO ACCEPT ! (SEE'SCHEDULE ON SHEET 11J GLASS' I 5/16'0 LAG SCREW x PENETRATION FOR 1HREA0Efl —.•wt AT CENTER OF TUBE, TNS7AL AitONS VAIN 72PsT } eGL g7NtA7WN, MAX,ASD DESIGN LOAD ANG. THIS (S)IJV.WALL FADER INSTA4 l�STiON j aiL tT' ry E 50SS ,SYa[DUS. 5#if INSP.11.SIPARMW TALLATION MAX SPAN ONLY�CUSS-^—I 76 tdA�s(5LE R7$TAL.A7iON t$ONLY YAtJD 1 ttiri�1B roque U OR '�•� "i"Fat 61ADc QM FOR WOOD Wf MIM.SPECIFIC pt S1W Ire.FIR CRAVITY OF RSO AS DOUGLAS. 1-SEE 6MEET 4 TOR TYPICAL SHUTTER ASSEMBLY � ���. - 1 9A!)E5�&( _ 1 OR �i T1R OR OR EQUAL. PINE No.2. 2-MOUNRNC SECTIONS CAN HE'COMBINED '�T HV..CEILING 'tNSTALLA71-0N " t- iN AHY WAY.TO StRf ANY tN5TALATPJM. U V GiL G IN LA -1--Mrs.saww t .,,. , .. r- 10.�M T. S4iME'l1IdE at SfCEF1 'ARA ( t �_,. MIN.SEPARATION TO CLASS 11 F�.k3tMDEQk,Y� MIN- I x SEP GLAS N {SEE SCHEDULE ON SHEET 11) EXIS17t70 ON S W 10 FCR. s4 -.t TO GLASS .EXISTING -- -.-__� GLASS 4 lA/Vi5(1>k.I{ {(ONESH 7 11) .1 I cTAss---� i t �, , � i t t � 1 I I ALTER aR I LO ON EwsrING YWAU.- !I 1/ ?, i 3/4 Mw. tOx3/4'HEX GLA55-1 I ..._.-_j ( 2"a6`MIN,t9 p 1Max. WASHER HEAD TEii. I SJ I :1.3 OR 2'.6'MIN.WOOD SCREWS®1z`o.c (NO ) Y - DECK'REQUIRED.{NO a .. t •_:,::._...--_..-,C...._:..•.^-.- W DECK REQUIRED FINISH ALLOWED_) : - •""" ---iJy :i" !`SOF '.- --w""' - •_.•_ -.• {NR.R��H O ...19 EDGE OF-DE �...- APPLICABLE ---- IF APPLICABLE • ... f ,� IF APPLICABLE �... .p.` .�... ..---^ 'DECK IF EDGE OF DECK y, r 1/4*P-24X3/4':SIS. - 'TAPCON WN OR RH ADVANCED Min. -MACHINE SCREWS. .""�.S,HEW 2 L���•- r L. -"'""'-" �.," 1/4-0 TAPCON,OR TAPCON WITH ADVANCED, ... .�-. t 2'x4"W.T. rt THRFl+OFORM TECHNOLOGY W/ /47-20 NUTS �; THREADFORM TECHNOLOGY W/'1 1/2"Min: 2 MIN..:.^--- t r ll;.L PLATE S 1/4'0 TAPCON 4R T'APCON WITH ADVANCED 7HREADFORM 1^MIN, t 4.REQ D. I i Wf 1 1 2"Min.PENETRATION 12'O.C. PENETRATION OF THREADED kYi - �! 4 OF;THRF EG AREA 70 TECHNOLOGY W/ 7 1/2"M'n,PENETRATION OF THREADED AREA TO EXISTING.WOD7 HEADER.(SEE kc i t EASTING MOOD HEADER: AREA TO EXi5T1NG W46D HEADER...{SEE SCHEDULE ON SktEET,i S) SCHEDULE ON"SHEEf 15) (SEE SCHEDULE ON SHEET TS) ♦ SEE uµ' DF use FOR �Xi ttY WALK—OYER INSTALLATION OV Y WALE. SILL INSTALLATION � a9 �HV FLOOR 'INSTALLATION FLORIDA BUILDING CODE(Non High VetoCtty HUrricane Ione iiii A',•..f�+«� 02017 1TLTECO,INC. (02017:EASTERN METAL'SUPPLY. INC.. RHA NVT'. , L 111. o ate . Q■ .vim' ►.AT. Accordion Shutter System ,_--- -—" KV. �hQf#1 W/.OR W/o.N:V..Nl RADE '> STCt,H`TESTING 6c.ENGINEERING'COMPANY Amerloon Shutter Systems DEsm OR' DATE DRAWN BY•. L.C. Assooiatlon, Inc. I OLD 15-085 DATE Lai/27/T7 +.� 6356 M.W.34th.St..Ste.305,VIKINA"FOM WX WA MI 4268 WCSIrtlOdS {)riVB 2 Fpw.:{30s)071-1530.r0 :{365)S'tt-1531 Fs/ / C ,1I`11 `renes tat.- ane West Palm Beach, FL 33407 s DRAWING Na ANAL LN�,: WALTER X TRUT JI_P.C. 17-107 F E SE %SIGURE/ AFLOMOALk.!44167 5. SHEET 17 OF'28 END. INSTALLATIONS i HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS -2.54'NLN..Imp-STUDS REa'D, 910'uM.BTNA ti r Y TA0 Ot r.•// / /./ _ ]'..^w.r,. (A4 AIRUCAa.0L !Y' nNCMat VO.C, 't f •. /'. `I "\ lCAS/Paxuhl� SRmSP IL W/- 1 \ /T4COXlIYarm) EATSTNN:GV.SS� SM,,S E f� EX Ill CLASS' ; EXW(TiG CLASSOtBiarG C1JSS - ..I 'll SwAlpw .WL•iP VKN .-i/Y•'Npi,CDY -`" T6 CLAM= ,. ..� 6tH FYAMTR1N Mgt t}3}WN'TKH 01'BEET PLTPDa% TA1.�.iLE 01 51w 1/Y IAIL CDx Ta a/u'S lSIE 1 fat SALE(DN.TI WAtt 11 Fat aA.mND aAf mK {W&S-Ta)tatR. ItrALL ,t2^w[e.CD%. tM SttY7'TB£at RM&K£ PlVr9�D. 1M• 11�9AX m fL H 1.LtaSFli RY1W00.{.. aA�•1�}R� 1Ty4 W 9E1iT 10 R,W i ON 9q7 19 PoR j 1/3•d04 lt�tlti tGH � # III raj ° t I iaF,'U4 Y•WY + ' ..._..._Ii ` ai6 o.2a sus, 11wJ$ ai6'6.C: _ _ ((60�)03-1e M1mAAT Lwm L l ` r 5 *aL q+•LLa�au1C AT r i aA 4 '' � sEEo51AR.x Fa - 1 OR 6� i mrmi me-°I'H71 V.oA O* 1 ��++yy smE coNRECD1uY. . SEE wr-x FOR OR Yf�� S. Ta TRI.CifS - 'SCE CaIrNxECllaYail7 4 i3 Q o*a0-4g'.•f3> a a SCE cawEcnoR l� v3-&(D-08 a� CS1 i3rl�-V3�R _ m iw cxs , s 1D TRACKS a a O-O�•Ls- lf$tl�-Q C-1 fi C©C1�•o 4:!�!dr�•�+��+.��'�'- a 1 ,6• r7 f'• AA^^��a^ r�!�ya., ,'�'�_'�'�'°.�8•�'ja END CONNEGTiON DETAtL END CONNECTION DETA{L 9 D CONNECT _ION DETAIL nis END CONNECTIONMRD AiL 'ENSiIi� !'REgNi}D'ORLY fOR$PANS.CAEAIER T1t4Y 1X-U• - .. 2*.4; ,,%t)•D r't/4'a iA-Gaf'-DiS,,S //4"a TMCON Af gAST �f0a1/Y 3.u.S. Ill•W, EE,nnsmm wss 1 Fn+cm ixav o aa. 1—`T) Ta aAss m 41, SEE LIMITATIONS OF USE FOR mfMA (sE 4 \ ��I,. •` i f i i , r` / 1/2•uw' .3 a vv. 4 - 4 ( BLADE l ON SHEET 19 *J?[CIAR.LN 9EE>' 1 '$ i a/CCS(D& r,fa>R Lint QjNq� �T} _-- a:sEPi,s rtx 1/2 N» V --- --Yj�„j=w+ - aJIS{px�T F- 6 CA EC� T OR CR f jji1 � ` `� i i.�_ •`•S IDR j:,L 4 ... 4 i a a Q mfg REorofmsN i3--©�OO.Ole-��4-•S• a' oRqr'1� VIEW WN3nn� WNL m-4n, aLEN p .,nn. Y o �s- QF,�ali_ x• ENQ CONNECTION DETAI END CONNECTION DETAIL 12 ilpuf{usr��J FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,,�y��.U• 02017 TRJEoO•INC. �N . 020SUPPLY. N� . BERTHA A.S.SAN Accordion Shutter Sy _st em1LECO Rv SLAM#i W/OR W/o KY. WINWW elA X �,• jh//J /; TILUT TESTING & ENGFNEERING COMRAiJY AnterlCon Shutter SySttlfnS N nEscRfmoN oAT¢ 'DPAWN Of. td. �p V 5355 N.W.368t SL.Sta.305,NRCRM CAROENS•FLaMN 3316 ASSOCfOIfOn, Inc. 1 Ola 15-085 1/27/1DATE:. 07/27/17 PDane.:(305)871 t530.Fox (305)671-1531 4268 WestroodS+a rove 2- �s ••..A,!•% �a• <tr a T:oner000a.�,Ra West-Polm, Bea h. FL 33407 3 _ DRAWING No T +Yf4����` •.••• E8- 6719 7 7"1I V 4 1YN.TER A 7RSfT Jr.P:C. SHEET PZ SFJML"/SIGNATURE/DATE FLORIDA L"'/44167 s s IS OF 20_ t. � i 4 L E.FOR RTNA 1 'sem+1 a a a r,ceNNF BAt "EiEDNS_NA P SAf1 MP1,Nc of RE UNISONT.VAK.ASD.DESIGN PRESSURE RATING;+110,- 110 ps:T. {( '2.MJUL SHVMR SPAN:.96' ffi 1 3;ALLOWEDMOUNTINGS:A',D.G&HON SHEETS 6,7;AS WELL A5 M4UNRNGS M,0,T,U&W.ON SHEETS 16&17. 1EDONLY CEW RNAtESSYMAWITH E&(IOOR OP/O,@IL',.IN CALOW OF tlPP4EtNG 4""V (}2�7,� �;y�MUST BE INCU.IpED ONLY AT EJfTERIOR ACCESS SIDE Of 16 ayS2u0 CENTER TYP.EA.END r • • r 't J r r r r S.(A)MV WINDOW BLADE 1(�A':SFWI.ONLY ALLOW A MAMMUM OF 5 OPENNOS f( (3`0 HOLES)FOR'4�4 PER'LADE AT SPACINGS SHOWN ON.'SHEET-4, '(8).MIN.CLEARANCE FROM TDP OR BOTTOM EDGE Cf HV WINDOW BLADEL*A' MAx_5 WINDOWS �, ♦ s `r t s of ANY 3'O HOLE FOR iV4 SHALL BE 12' -AiLOvrEu fifi HV .q. (C)FIRST 4RLW 91A9£COG OUT FROM STARTERS AT ENDS NAY BE MV WINDOW SLADE(19 COMING (D)NV WDtDCNV BLADE:t:i MUST BE USED ALTERNATE TO A SOLID HV atADEQ - THROUGHOUT SHUTTER'S WIDTH. i TES SHAH ALWAYS BE INSTALLED ADJACENTTO A LAUD:HV o ,r • ;. r 13 A r t4 N,E 1 AT ETYHER SIDE OF THEM. B (F)POLYCARBONATE HV WINDOW��+-,+yl SHALL BE INSTALLED'� TABS.FACE SEE'END ,r THE INTERIOR OF THE OPENING 8E7NG PROTECTED.HV WNp4W�MUST BE 'CONNECTION ♦ • • • Y 2 ONLY INSTMJM AND LOCKED USING A HV SETTING TOOL,PROVIDED.�AssA, Ot7Ail5 ON SHEETS INC. 10& I6 TYP. FULL.HEIGHT..—.. °� 3R 6.SEE ANCHOR SPACING SCHEDULE FOR 04STAUAIIDNS INTG WOOD FRAME: TP AA f BUILDINGS B SHEET 15,AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES Typ `✓ 3 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS RITO POURED CONCRETE OR.AXNDRETE BLOCK.WALL ON SHEETS 12&13 AS LIMITED 6Y I I. SPAN AND DESIGN I=(SEENOTES Ido 1 ABOYE). L_I B.MKIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: SEE PIAN FOR.REGUIREMENVTS) .O 1; 5 TOP 8 SOTTCM y1r ) ae eq fi 7 WIND ZONE MINIMUM SEPARATION TO CLASS �� � tib' ��� �.�. . _,NUMBED WIDTH-----�--^�------••^�-• - 1 THRU J. 1'.~ MR SEPARATION TO GLASS ExIsnNO GTAsS ELEVATION ...'SEE SOMDUIE ON SHEFT YADE(y' 4 6.25• ,�� _` Am ON THIS SHF£T FOR iNAOFS1IfM E(D - 61 NR /�1 j uJ TYP. WOR 5 ND W/O (S NOTE'4 A011r) PLAN TYPICAL n HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE Q14 SHUTTER* IITT!'Njr `"'• FLORIDA DUI[DINC CODE(Mon High Velocity HurriCane Zone \„14...... •��;J�+„+` 02017TILTECO,JNC. T492017FASIERN`METAL SUPPLY,INC. 'll BERTHA H 7M- /rr,o !!C. S A Accordion Shutter System # . . " . M.V.IX.ADE#1.W/OR W/0 FI.V WNW BLADE Arnedoch Shutter Systems REV.N DE5cI11moN TATE DRAWN er Lc. T1tt)T TESTING k ENGINEERING COMPANY Association, Inc. / OLD 15-08507/27/1-:-DATE 07/27/17 cses N.W.agile.0 7 „Ds,Y- Nw-ARCO), T 163 tale -.�$1�-- iy� Paanc;{sas)Bn 153D_Fez:{3Ds)e71-1531 t Pol W Seoc ds Drive 2 DRAWING No c- aI;enloeCD^beT.eani. West PGIm'Bepeh, FL 33407 s EB=4DD6719 17-107 WALTER A.7 41T 3r.P.C. -- FLORIDA-,Tic,f 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 2jQ 7 .; ;J2i0Q35-THICK 5' VARIES INSTALLATIONS Wf� HV BLADE & HV CENTERMATES 2Doa Mo.. Min.ASTM A-653 GRADE 40 Win' 2'MOS. M G-60.GALV..STEEL g 43�. INTO . METAL STUD WALLS ----- fAEfAL SIUDS AT 16'-O.C. ,a � O 6 O.C. 4p 49 m o. -----' 1/2' =-w w -1 38 'I` GENERAL UbdITATIONS NQ CONDITIONSOF USE ;LLI�MINUM SIEVE. )Hv bLAbE ACO 6063-T5 ALLOY 6 3/4•x s 1/4•x.O:nss•THICK,Min.{ 43a 43a o Q CONT.GALV.SMEI`TRAGK t]1nNNEG.1 6'6 '6'O.C.r + { _ - u�i tm- 3.000",,,,,__;,. ASTM A-653 CruDE so Mm.G; i SEPARATION TO GLASS SCHEpWLE cAtvAr6zEo FASTENED ro duos I 1, MAX.A.S.D. DESIGN PRESSURE RATING: +75, 75 (pst) Mox; W/(a)f&EXTE-TER SCRCM ON i O.C.1E7cI5T1NG FINISH 38.. , 2 - DrtEwnR a ExEVOR rACc" AS APPLICABLE ' a 2. MAX. SHUTTER $PAN: 84 WIND ZONE 'MINIMUM SEPARATION + 1' i MIN,SEPARATION � 3. ALLOWED MOUNTING. MS'ON THIS"SHEET. fit MM ASTM E-1996 TO GLASS EXISTING ciAss -_(SEC SCHEDULE a 1/4" - Q}t3D" 80tT - To GLASS } u 4, ONLY ENTERMATE 21 W,/ 24 HV LOCK ARE ALLOWED I THku 3' 1 MUST PENETRATE 3c T" '} • WITH 21 ARRANGED A METRICAL LAYOUT. i as n USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4'x 6 1/4' OD3s•TMCK Min EXISTING FIMSH t INCLUDED AT ,XTERIOR OR INTERIOR ACCESS SIDE OF rOONL MV,STEEL TRACK Cwv+NeE I as APPLICABLE I I' 4 CENTERMATE. Zn Oso' AST1A 4-653 GRADE 40 M n.0 GN.VAMZM FASTENED TO STU1. (2)f6.1/2-ICK SCRexs ON 43c 430 =it nJhR$OR.@ WERIOR FAGS i :0 0C 6'O.C. N 1/4"0-20 THREADS ** BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 43 J 00 .E CO01 ST�UC00H; d a:, w 1/2' 12 CETYTERMATE21 APPLICATION WITH BLADE 9D PRODUCTS FAB—LAK HD 6'x 1 1/2-x 0:035-THICK .w-. VARf'S y�6��:�. .. _ COMPONENTS Min.ASTM A-6sa TEM 40 z $":: MS..V�,Att HEADER/Stt2I;, IPiSTAL1..ATION. wFxlsTING FINfSH AS APPLICABLE SCALE: 3/8"- 1• Min,G-60 GALV.5tEEL T METAL STUDS AT 16'Q.C. Min 1 (TYP.Top&BOTTOM) — 1 3/4"x:6 1/4 i 0.035"THICK'Min. //EXISTING GLASS r — CONf.GALV.STEEL TRACK CHANNEL. L _ _ -.. _ _ .. `ASTId A-653 GRADE 40-Min.0^60 GALVANIZED FASTENED TO STUDS. 4 I I SYMMETRYCAIw "{ { { SYMMETRYCAL PAN.sEPARAi1aN vAilEs. I wjia)fsxl/z TEK SCRLws on I 43a 43b 43c ; I { , { i To CLASS z' ; D4 T4R&EXTERIOR FACE CENTERMATES W/ { I CENTERMATES Wt I { EXLRIOR ACCESS SIDE: I { r :INTERIOR' AC i f EE SCHEDULE) I SS SIDE (s LE) MOX: 17 -- ----- e•�_�;-- --- IN 3': (6 Min..) IN -- __ 2q -- _ --- __ -- _ - ' - w 1 12 - ---- ---- ----_ - - --- - -_ _- -- _ ---- -- - 2)4/ - - ...� Z1 - ) - - - 4"1— --___-_ -. .Y - 2 LOCA, D AT 1 2: . --------------- -_' -- -- - -__ 'l` '-„:�...a. \ 14V HEADER/SILL.ENDS -- -- - ------- VIEW Y L 2 2d SIDE CONNECTION T0.TRACK 3 1/4-(Typ•). I �...;:..:_.:_ ^7” 6 1/2-MAX.S1ACK 13LADE SLAC�C.CtETAIL HVE HC FLORIDA BUILDING CODE(Non HI9n Velocity Hurricane Zone 10� /� .. '02077 EASTERN METAL S11PpLY.INC: {, 1 �•�i 152077 TctTECO,INC. B R-TA VTM 1'L ECO INC. A;;.,S.S.A. Accordion Shutter System ? HY:BLADE#1 W/GR W/O FLV. WINDOW BLADE LUT TESTING & E.NGINE£RiNG Ct7faPANY AlT18rIQaR Shutter;Systems ,N oescTDTmeN OATc. DRAM a LC..- ' x`'6356 H.W.3GSh.51•St 365,"Roiw.Gwom nbR&331 Association, Inc. I OLD 15-085 7/2VI OATE: 'g7/27/77„ $ATF r. - 2 Pncne:(3"71 1530.Fox (305)871-1531 4268 Westreads DFive z DRAWING NQ e m T:191ft ft.t c West.Palm Bepoh, FL 334Q7 3 1�7-107 WALTER A,Tuff dr..P:E. P.E. SEALATDT� /,. FtoRmh ao.f 44167 s SHEET E DATE s 24 0 F 20 i. t ' i ALLAPPLLCABLEI FO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED LL� Date: g Permit Number: RECEIVE® Building Permit. Application Planning and Development Services APR 0:5 2018 Building and Code Regulation Division Permitting Department 2300 Virginia Avenue,Fort Pierce FL 34982 5t,Lucie County Phone: (772)462-1553 Fax:(772)462-1578 Commercial Residential X ! PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IIVI:PROVEMENT LOCATIQN w Address: 14506 Aguila Avenue, Fort Pierce, FL 34951 Legal Description: SPANISH LAKES FAIRWAYS BLK 62 LOT 48 (OR 4050-93 Property Tax ID#: 1306-500-0304-000-8 Lot No.48 Site Plan Name: Gary Simmers Block No. 62 Project Name: Gary Simmers Setbacks Front Back: Right Side: Left Side: D.LTAILED DES4CRIPTION,OF WORK ; x � , .�� � Installation of Eleven(11)Hurricane Shutters �10 Accordion and 1 Aluminum Storm Shutter CONST.RUCTION )NFORMATION L 4�x s,1.. RFs. o�. - �...� itiona wor to e e orme un er t is permit—c ec a appy: HVAC Gas Tank ❑Gas Piping �_Shutters Q Windows/Doors 11 Electric 0 Plumbing ❑Sprinklers E Generator a Roof Roof pitch Total Sq. Ft of Construction: S Ft.of First Floor: Cost of Construction:$ 5,916.09 Utilities. Sewer[]Septic Building Height: 'OWN'ER/LESSEE CONTRACTOR: Name Gary Simmers Name: Miriam Van Tassel Address:14506 Aguila Avenue Company: DVT Hurricane Shutters, Inc. City: Fort Pierce State:FL Address: 3100 N Kings Hwy Zip Code: 34951 Fax: City: Fort Plerce State:FL Phone No.772-979-2514 Zip Code: 34951 Fax: 772-794-1590 E-Mail:elusivem.@exec pc.com Phone No. 772-794-1590 Fill in fee simple Title Holder on next page(if different E-Mail: dvthurricaneshuttersinc@hotmaii.com from the Owner listed above) State or County License: 24394 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. 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MRmolcm ) E. °• .:PANELUAW AUCHI S Cont.. {SEF SplLDtX.E f4T SF.taNC) . ;B@5 OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) — SECTION INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE.J/B•_.1' SCAGf:+ N lfjK �g SCAlE:3/6 - 7 N +tWr�i t•M1MN1tN { } ,`tF��{' L •y�A 'w SCRlgYS GSED AT ANCHOf?S MAY 8£t/J o-20 SIDE' nFit57 t/7 WALX DOt.T W/ OR 7/s0-2O:7RU55 HG:d,BOtt SEPNJAnON TO. ^y `} `SIDE WAX BOLTS ARC J/4 W1Jr2-MfCK �. ,'�.�e" . p„ 4187 •1 2 N61p2MACMNF SCREW W/I,ENIT.H AS PER T.27TE5 A.2 . $ 1f4"o-2O+J 4• E.D ..ME DISTANCE . *C 7c {S+tLFT tJ g:Cont BOLTS W/7/B/X VW scxren°Lf oN �:: l�A'1G:Of. ¢¢� TN14S HW BOLTS ARE 11210X118"..}rnGK.4w J/J2'mNG RUT 4r. tE'ET 6#7j t Kt 940MVE$MW W/ EN6TN LAS PER MOLES A2 d: r2•a:c. P a2(SHEET o �`.fitQR10.: 2�, sDDor j C r1.o6D tiorE FOR coMBlwirioN or=�siCriarvs: WAUA00R/C01.I00 MOUNTING SCOONS GW BE WOM4 MK-M eR Eeco uACE/_/' t�.._.._E A COM81NED 1N,ANY war TO SW ANY 1NSTALL4AOM FLORIDA BUILDING CODE (Han.,!Ugh Velocity Hurriedne•Zone)' .toaLs PAHBAtAMR SPA rs _ e2m7 mmm 14x. 0:050"BEiZTNA ALUMINUM STORM PANEL: L:a' •.. (SEl•.'SC6Na""EOR SPACFVGj. DEEP}. aw+rr ar. FLOOR MOUNTING INSTALLATION '�"'" EASTERN METAL SUPPLY, INC °xr.. ,/� /y. r 4260 war'Raws mw '"'•' SECTION`SA'-";SCALE J/0,'?.(• TAGT�TESTJNG 4'ENWNEERlfM COMPANY,. 'e WEST BfACM f1:JS.I07 .. _ 4155 N.t{1dtA SW Mt JcM tsFNA H Judd _ PtWHE(66U2Ds-B26x FAYi(S6f,1Bit-77th 170:96 IAZImIM IYo E8^p906719 - wALtuJ A7llUT.Jr..P.E r. as rs-ars: ._A 3HEEY 4,:aF t4. .. T14RtII4 L'c. .4167' .... r ':-.• .. POURED CONCRETE POURED GtNLCRE'rE OR u CONCRETE BLOCK'WALL rARtt3.J'�, i CaWRUC BLOCK WALL RECukm Afax. R£ONtR£O 7 ------�. g FiOt1REp LOlJGRETE 1'r J'r.093'3105 H-14 OR j CONCRETE IRW WM AA5 Atter/Cant AAvn:gNCIE.,��- �A �f CPp"EO - _Wall.REODUIED- .,� W/11iAHCHORs Ec:12'0. C,. CLNf&BLOCK COACREfE' 2505 At'rt.'. WAU REOURE0 ANCHORS 2501 T•'Mirt. /. r CONCRE,F, \ '\.. \\ \L,SS 1 1/1•CAP AAtCHpRS \= m 12.O.a VARIES-3' , �.. Mol. L r, OR�.w>Oq 1.000" 1 .REOU1—ALWAYS ( i':. { N �.`*J \: ,� ORI ri 1OR dR ?" 2 x.D5.9' ALtERNAl"r UG t0CATaly ,,,, Jf f - •`.2"Kuc I \ \:.! TD 2 x 5`x.055' T!1 3109 OR 6063"i6 ALLOY / ' ; OR OR Co", `` ' {�]`(�/� Co \ nt Alum.ANGLE OR �o-..-__.�. �:�a SHEETrr METALAbm.J1O5-H754 1/4'0 8OLt. 4'r.i'r 172• SW PLATE @.a O,C. Cm0t.AJ,- OR BOaS-T6 ALLOY ' W/24;OUT Cont AJvm.R eo 1 CASE A {PJan3 CASE B .(Plan) CASE C 'fvre)l SCALE. t14'n !" - - .. CASED (Plan) ENO CLOSURES DETAILS sr4te.. f/4'- 1' MAXIMUM A S D DESIGN PRESSIIRC RATING (p s f} » AND CORRESPONDING » POURED CONCRETE MAXIMUM PANEL .LENGTH L oR LBHLRETF �(�l PaStDD,N+) r x• BLOCK WAIL POURED COA'CRRTE SCHEDULE FOR A GIVEN PANEL, SYSTEM REoaiR£n, . DR cOnCeETE&ocK IRWIN ALLWTTAPCON AHSoup„Q� ; ,... WALL REDLIffkro ,,.. ASA MU Max.;PANEL LENOTN. ($E£$WE1 UL£FOR$PACWCJ r t HttlE•sA'AP CAP i{ \,*'. �`` 4'--� PRESSURE•RATMC: ( .�1 H �EOSEC�ON�O ..fir Cn a r.) Mpurmxc iv/ +fouHBHc wj wAtt ArauHil W/DEStGN t ..` "h'N£AL'ER C„Jj A HEAOER JQ COAIOONENi 41 h© COM f d • i #30:0. -30.0 12'-f i' f3ap, -33.0 W-11" 12•-1T• f2'-J I" 1 TO SFFLAtL{Tktfl' +35.6 -0.0.. 12'-0• 12•_0• 1.2.-0• -TO CLASS i/B ■J152' I . / WtRG HUT o. +40.0. -45.0 11'-2" DR .` ESL.sTOo Caw. a a CONTE CASE E (Alan) +45.0. -sD:b f0'-7` '10'-4" 10'-7' ❑ f BCON LOCK-wAtt +50.0, -55.0' 10'-0" 9•-4• 1D;-0. „,// Comr W I R£PwAEO. SCALE T/e'd 1•.. POURED CONCRETET (opelf POsf174H+) s'-7" OR IX1Namm-B10�* _ SECTION C� STUD WALL.'RZOU1RED ,. TVP. TOPfBOTTOM +60.0:,-65,6 9'-2" 7-9' 9'--2" TAPCbrf AMCHOR5 oR \ GONJ Au, �t MI�Elr4yy� . . _ ,..: .. POlRTSOL1O-sEr . . Yt•h1 - _.. (SEC SCHEDULE FOR SPA-INC) - +55.0 -70.0 B'-9• 7'-2' •'w� r.•��=- WALL MOUNTING JNSTALLAT r +Ta-0. 75s 6'-6" C_ a'_¢ SECTION 9 ` � Aq�Q7 � '`LORIDA BUILDING CODE (Nott.Nfgh VBloettp NL1rriCana zoop) _ . Ac exon intEco;,Ra, 0.050"BERTHA ALUMINUM STORM'PANEL t r $CAL s/e•= r ; �c (2.2s"DEEP) oR,H B MINIMUM UM PANE.:.LENH'IS 3-p" n EASTERN META! SUPPLY. L1, INCCOA tLrC O INC DMr. pE 'PAMV4 n XualEaxc&£HCNEFRNG GOMPAr D7/lUskaT/E:, 17-096 . "Sr IVN.K JMa9.bSe..WA.eW�f'W GMYlL�f19tb0 PHONi'{Sa1f1D9-a2bJ.,FA7.l5aiJ9t 1-1?18 ��HI iilNf. 1+bn.:.ftaMn-1am,.le+:(zT1n7,-1s1r. � E8-000621{1 n� . u.R i.sRn — Iwu 07NW+RC ft rros sarrculc o arirz s REoumm ANON04 SurtsvG MA.=UM A S D DESIGN ,P SSURE RAT—ING (�s f,} AND CORRFSEVF_DING MA=UMANC�OR TDR A cr4rN ASD,aLsicN t:ao AND gwrz LENcrN @ D. -EDGE 01STANCE SPACING SC ED LEO IN L TIO C NCREfi TE D CO CR BLOCK T U ..ASA q£SCN.tWD 1RlST BE VE'RDW7D AS PFtG -'S'trIFA11AE NT SHEET 4.• .. ... ... EfA7r A4Wrt1UM ANCHORS SPACING FOR E 0.a 3 r/2`« ... . AtdYlut WW1WO ANCHORS SPACING FORE D. 3 1-/2AWLIC4RE To `+: APFUCABL£TO l641tWlM IAPCOMS ,- Z%U4C NY11N/ Gtic-NJ 3dfla-SE7,.... °A aWTE5: CF TAP-GRIP SE4?=NS;¢dE' PMEL Q.S�GNF SNCauS CA{K-dN SO710-SE7' FANFYAVi7F5 EF'-7M-GRIP S£Cr7DA5�'& MEL 21 ARE _ A'fU,tW.OYKte0i7 _ COM97NA7Rr LETJGn1 PRESSURE REa tlD. T CORMN4 LEWIN. {P.R/.) -. rO 'tri ro ro ry m { ro _to I ro to (} to OF A 2"fnJ (R'P,'a",T',j d ro ro is ra ro ro 'm m ro ro m OF nrEaa 2•{a) Cp rE ta1SY7tiRt; CONCI3TL)RASWtRT tOtA'FE7E�apSDNwr =CAM W,50MRY CINCA!Er. ta7iMPT 0MO WE�lai iAi'RY: . AMSOdR/ eoNGRE2'U4YC*W12- _ 12' _ - 7? _ Iz - lrOP) - 72'++ a12' _ .. 72 1Q - 1(TOP) 12• ' 10' ,is^- } f2" ra- a" T2f2' }?' 12" 7?' to r/2" T. 9+(801TOAl) } s- .. 1? r2•_ 5„ 12' 12•. 12' _rx" It ill's r/2'. t, 9FlBo7TON) 72' ; - rx'+i - 12" f` 7z• 72' 1 r2' 'r2-. } _ !2' t - 7.5!'(7oP) 72^ g• 71•++ r2' r2' 12'' !2 12' ._ - 1r.11x - ?, 9+(fKJP) 4 + ,t "- r2" .. t2F 1a' j1O J/7'° ?l9oTrO,u Jz`' 6- r2"++a 12- 1z' S, 33 _ 12 '.....12- if i!?' s.t/?' 2(6onoN) 72' to- 12"++ 22 12" 8' - - - 12', ..�,..12' 12' TO 1/2`.2A(OPTION). r2• .6' Tx-++j .tai le ,5- - - ;. 12• 12- 11 112'14 112-..2A(SViTOMI IJ30 ^te0 12" I - 12' ta•..� _ _ r2".. _ -12' ! 3&4(W). 8'-0'. +MO -449,0 72' �. 72•++� _ 7P• - 12" _ ri 1/2`E - 3&4(i0P) OR. �2' to' 1-2'+ TV rz• 6'- ;;, 12' f rz' i2- Ta 7/z-. 3(6ono.U) OR OR 1-2' 6- 12` 112� r2' } s- - i?- 12- r1 i/2' IT.r/2' J(BOTTOM) 10141 Less 12' : r2' 12• IO t 4 EDIT— LESS r2" 6' 12'++1 T2' J2" 5' - 72- 12' f 1 1/2' 6 1/x"' 4(8Or7011 TOLes ' 10• rzT2 rz e• - - /? ! )12- ! :- - 72' 1 t2• - 5(TOP} t i` iz' _ 72'++- _ 72 - . - v i2- _ - 11 Tf2't - $OPP). r2 ` rcr t?`.+ 12" «... 12' 12' 10 r/2' 5(50170M).: ,72' 0`' f2"++ 72- tz' #.. 5' .-.. 12` . 12• 7i 1/2' 12" - - 12" - a(TOP) .. to` - - - f0' '. _ _ - 12' - ~' 6(TOP) (eormM) e• (BOTMM) � 7' - T' a - 9 rj2.1 - - � r12 -: ._ - 1z" - _ 7(BaTT0M) 7' _ ( T 3 - - G 1-a• - - 7(9or�) , 1 6" !z' T2" !2" ,' 12' : '" (TOP/80mMi) � _ .. ,12 I. - 7Zj 12-' 12'i?' 'E 12 - y_.„ 7 ITOPJL + ONLY 1APCQN ANCHORS OR ALL POINT SOUR-SET ALLOWSn fOR MOUNTING SECTION 1 12 8' r2' 12- 6, t2r2' 12' 12- J2' 91/2`!21-x' - 2, 9F(TOP) f+ ANCFlORS SPActNc ONLY YAGD FOR 2AA1AC HNUN, SEE SHEET 8&9 MR ANCHORS TITS&SPACINGt8' 12' 12' 6' 12' 12- 7?' 8 r/2- 2(BOTTOM) fOR INSTACIiinONS lNr'O WIX1O fR�Wf BWIOWCS yi1�]"4q12' + 12 6” IY I?' iz' 8 tf2' zA(80T(OM) - 44. MAXRML/M ANCNOR SPAOIN(i$ARE4040 FOR 3 1/2"IDGE'0tS7"Ah'CE 1,11 fM,.•.�a'•.n.,rr/�Z, .. FOR E O,.LF3.,'^PW 3 1/2`AVPLICE ANCHOR SPACING BY .N. V qty 4.15.0.'-40.0 -,.1-2• _ 72' " _ 12- - 12- 3&4(TOP) MULT/PJ.ttWG SPACINGS SHOWN ON SCHEDULE 8Y r TUL1AfNNO �'FACTORS.(Afm E A'FOR CALK-IN ANGYfORS&.ELCOdR• i2r2" 12. 1 G - j 12' 12- . . 12' '8 T%2' J(80T7OM) >$'-0' PANEL KF4TE IS 2 112'AND s r/2`FOR SPUD-SET ANCHORS). tL55tz" k 8' 1-2'++ i2. rx'.. 6. - r2' i. rz- ix' 9 1/2T 4(ePr7oM) TO .. .. �..7a iof 101-01 FACTOR �O 1-s• - r2•++ rz' _ 12 - ix - s{Top) ACTUAL E D. Z"W Ntzw �4,� .FLORiOa• �`���a 12" 8- f?.'- T2' t2`_. 6' - i - 12-.f 12' -F2- ,8 r/2' S(&rTTo1A)'.'. WCON /a78g6OLn ALK-W SOUa-SE7 cF rA-&W --.p„ F'p//�u ••. ��}� 1. .. ANFLWlFS. ..yy ujV#7�� t/11 12'. { - - ? - r2` - .. i.. 6 rive) 3' ;86 .7$ ,79. 1.00: ��Jr/IlI/ll/►t TO. to- ,., -T2' - `� 6(807TDN) 2 7/2` - .71 50:.: ,90 T T(80rTt7M) 1 1/2- 35. 12' s' rz' f, rz' 1-2" 12' - a(rov/aonaAi) A0i?lDA,.BUl D/NG CODE Non Nlgh Velocity Hurricane Zone _. ozOt�1L7£c0"/vC 0.050"6ERTMA ALUMINUM-STORM PANEL ac (2.25"VEEP) wax7l er. � . EASTERN METAL SUPPLY, INC I L I O 0 INC. 4268'M$T-'lV 5 DRIVE., roar t6snHc a cHcwcERNc C0J7FANT WEST P"D&.,Hl TL u4oT 1-7-096 as7s rcft.tamsyx�'a'x sIs ts'rwt:awVra..A:utd6 Kat...061PO-8245..FAIL(5fi7J843-t71ff A'ew.(J05w.1-IDJD.R4':OW,V77-Ia7f .�eK M: WiaM>•` fMR �ta:w; 'ar7�lYM. :M.r AOAIN.4G N1a rB-0006718 ... iYALTER A D<1t74r.A.E. SRL£1'6.0F 1-s: - nrs 5rm mai florwES REwhw ANCHa4 SP466W A.S.D. DESIGN P'RE`SSURE RAT?NG / s f AND C(1 RESMMING 1� � fU -AJYCHOR '~''"'"•� •, Fa4 A,&A2tt ASA f16lax LEND ANDPANL1.LLP477A +•�*"'iLP -at•' -" 1piiAYn MA7tw+1M-FAxp.tEHD171 MR A G&W E; D:=EDGE DISTANCE Asa DESGN L6V7.MtbT AE tk'Ra1W As PER. 5 AC NE-SC EDULE F ? T S N CONCRETE AND C C ETE: OCIC S C 5 * S SCNFDIRP dM 90.''67 4. .. .. .... - .. .. aKaX Q6t _MAYIMUN ANCHORS SPACING FOR E R=J 112''•.. APPUCABIF TO lLtGYRW 'AXSd. dW(tMilAf ANCHORS 5PRCtNC FOR,E:G..3 J/2'.«. !'A"•,�w _,. � y DESIGN 7APCONS 'mac Ca1X-1N SOLID-5Er PANEfSN1Fs CF,TAP-CRM. •S£dM1N5/rY PANEL DMI jAFCMZvoc NAUN ,.G,t,K-AV SoUII-SET PA MA141E5 cF Tse Tfal?n � . ` FRES5r1RE' - R£D RD.D r ... .- . Y tatrautn tENLTH PiRE ... .. RID!la DY1ti6Or,t - + .4 CpM�jrof -.. RAhNc 70 70' tp. to- TO i IV M. .TO - '16 R1 OF TttPht 7n to to to m TO to ro ;i;114 a .! ' (P•r!) eac rc w�soxaY i Ere 4caSGwftv DJArxEte LeaSaver cakPEre�ltAiaV7Y LuxcRLre_LtLSDxar ca rc1MaawTr, conreEiE INSDLTf cQxcwwErr MAsaYRr: c�A& usmmr cmucvE7E Lusom caraE�uutixRr _ .. ... .. _ .. . 12" - 12++ 12' - - )2" - '::12' _ 7(70.°) B"' - T - 8' - .12 - '6• . j I,9f(80TRtM); r2` 5' !r•++ to- 1z' e` 12 rz' 12 $ ',yi,�,.r'Y7-" 72' 6- r2•++ t2' rz'. 5' 72" 72- 72' .+ 12' 12' 7" 72 + J2' - 1?' 1Z' 12' - f2' $9+(7OP) 12', - B;+n� ._. I2; _ 12' . . )2e 12" 9' - Z 91(IDP} . 1?' B` .72' M. 72 S' - ," M21212' 7" 2{$O77OM} - T2" 5' ti".� ?O' 12' a`, -. ..- r2"' �.9 tf2' 9' s^ 2(80Tf04). t2µ. E. 7Z'++ .72' l2�. r `A(807104) 72" 5' 71 .}d' 12,`::.. "}+...: 12' 9 tf2' 2A(BdTTON) +59.0,.-4do 12». ,- 12 !z' T - _ 2 ?Lc (TOJ B-O45za,-mv 12^ _ Tr; - 1z' - - - r2l - s' - s.4 4(MFq 8'-0• 10 It 1 TO 12`' E12++ J2',' r2' S` 12' 7" 4.(BPTTfiM} f.E.SS t750,- A 12.. 57ff0' r2' 4' 12' 9 112' 9' 4(887704) S_ _ OR _ f.9 112 OR .t2`" ' ' ' 'i2` - rzw1ir2' - s(TSP) 12'.. - - 11` _ -12' t - - - tz' i - 9' '(rdt+1 12• I:, r2' r2'� ,7", 5 1B017Y1M) :, 12'' S' 1 r• 101.: 12` a, 4'' - J2' '.B 112. .9, 5.: 5� tow to 112 _ - s.(TOP) 8" .i. . - 6':. i.. /2•.. ;: .. 6(BOnaM) E" .- _. 6" - -8`. - _ .- _ - - - 6(BOTTOM). 54- BO170M FSA I 7" - - 1' - - - to.tf2'$ - - 7 tPP)- - - 5' S' i - - i - :7 tf2'� - -. -. 7. 7(WMIJ) 6.` _ B' - - 8" -_ - - 7(BOMN) _. 12` /2' l2` _ ,S' .. Pf801TOM 12• - i2' ', rz• tT 12 - - 9(7OP/Q01TPM1 - - - r2' - (Td J 9 112': __.. t ��). 5.._ . ...: 4"++'t - $' t - - - .I, - 8' �- J.• 3 1f2w 1(70P). . 7t•; 4'- 9'++ a-- 11-'-.. 3" t2• - 12'' i2" 6' 7:tf2" 4 7.9+{8O7TOM}: t0' 3` 8"+4t! 7` -to-.. 3• 12 12` 12' Y 6.112' 1, 9+(807704)! 1r' p - 7Z' - 12' r2' - 7 112 2,9*a0p) .1'+ _ 12' - 12-. 12- 12" - 6,112' - 2 s mp),.: 4- 9'++ 8' 1t• J' - - 12` B• z a/2• a•' 2(WTTOM) �o* - s• e'+` 7•: 10`, J• :. - 1 - 12' ?• '&:112 112•` 2 fOOT M) 8` tr' -J' - -.. 12' 8' 7112' 4 2A(801TOM) 70' 4', 8'++- 7- 7d' J' - - ! '12- e 7- .6 1/2" 3 112" 24(BOMM) +390,"-me TT a.++ _ it, _ - t2' - 7.712' 3'&4(TOP) a-6a0 t0'. - B'+ - to" - 611.2- ;&,4(MP)9'++ B' If- .� 3` _ 12` _ 8• 7.�T12 4.•. 77tiN} 78-0'. TG!'. tt+•.. I 3• &w+ 7'. to' J' i2' 7' 6 1f2• 3 tf2' 3(BOMM) 36•-o• +56 o-Eao, ir` �' 4• 9 tl.. 3» i* 6' i-.71z• q.. F.(80-) TO +75q 440 to' *+ T` -.t2' tf2' 3 112": 4(80TroAf) .. - .1210` ,..+g if _ Sw++ - 1t' ._ - - Y2` - 7.1f2' 5{ItlP} 1o'.. _ 8' - t0' _ - :. .12w : - 6 I/2' - 5(TOP) ++ 7/- 4' 9•` 8' 11' J' ! - T2' 8' .7 1/2" 4'- 5(SOT-) 9" 3' 8'++f 7" -9' 3' - } - r2' 6 112" 6 112- 3'112', 5(BOTTOM) s.. ^.. 6' - -_ i..._ 8 tf2'.y _ _ 6(r71P}.. 6; _ e' _ - v 7 rja' _ 6(loP).. E` S• - - 7w °M f 7. oa4-: I 4' - _ !. " S rfa•{� - - - SA780lpM ,5.. . .. _.'. - .: 6 1/2':� _ 7(807TON). .. _4 I_.`. s' j. - 6- ( - 7(801J2fM) 12''TI2' -:r2'. S ..._:':. 7(TOP/B077011) _ .. FACTOR + ONLY TAPCON ANCHORS OR Atr POINT SOUR-SET ALLOWED FOR 4OU"NO SECTION 9. , ++ ANCHORS SPACING ONLY APPLICABLE TD ZAMAC NAM ANCHORS _ FLORIDA BUILDING CODE,(Non High .Velocity Hut7it:One Zone) ACTLkL E. D. rArNc,R+axl s. SEE Sh 7&8 FOR.ANCHORS ME&SPACING FOR IUSTN1ATIONS W1O.%TMD'FOM£ F rAPcox /DiNABdcr rAus 2r sotm-SEr.' C,rAP-MR, 6I4LO1=. a2ov mrFco r,a 0.060" BER,THA'ALUMINUM'STORM PANEL, ce ' .:. .MAXIMUM ANCHOR SPACINGS ARE VAUO FO 3 [f2'E665 tl15tANCE. (2.25"DEEP) a44MR1 BY:. J _ .86 .15 .18 : T.DO FOR E A LESS Ai4%4 3 112:REDUCE ANCHOR SPACtt7G 8Y- - Is1GtAL UPze/17 .. _ MULJ7PLttN0 SPACNCS SHOWN ON SCHEDULE:BY THE FQUOWWO � -.1t7 A PLYt FACTPRS X2 F_,OR CALK ANCHORS&ELCoFAN )) e ,`"' f'Oti 15 OPER1 ZAMTF 15; N X70 8E3MAO£RELI, SPACMY:S RES tiIJG't720M'APPL '*'. O.1l1C. nm,saws Aww WESr a MCA FL 37407- -INCt . .. MO'A80vE RLL?r S�a ENGINEERING GPMPAN rr y` - i /� LHJil4 V ha7E: 1m.�. T T-096 2' '. .50. _ FACTORS'SI UL NOr RESULT ON SPACINGS LESS THAN J".F>R ALL ANCHORS{EKCEAT sass xr xw.m rs..s�.rr+cra cMae :1t.urdz '� (561j2d9-816 FAX'{Sot}94t-t7t6 FDR REV ND.D .Aq..:.tsa"k»-ray.Tar:4W)5rr-rsrf a+�w:, .mo.nn.:- a:R arw. arc+ are.. oPAittr.�G He.. +4:5' YNA80LT ANCHORS). - E8-Ooac719 t.tf2• ,.J$ - -_ WM.7E7?A T&tttJa P.G.. 14 .�. SMLtT7 OF.t4 r " CiD 1Sdi' CONCRUC AWHORS .CONCRETC ANCfIORS (SFc'SCdIEOULE) $ {SEE SCN€ AV'\ 114'Max. GAP ty4 Max. POURID r,t. t � tl 3:Cant. CONCRETE 41 i REQUIRED t 2 Cant i SECTION R- , I I SCALE 1/8'- 1- . 6xrSlrhL-'1 c i EX+SI1Np MASS t CtA55: --! I"Nirr:SapnRaraN t °~' i 1 i'4B b, 7 4t./$ to a,1ss �. � / , -'.�'1'Nin.'SEPARATION I i ' 15,169/7 15,46A(7 FO aAss' (WHOLE) (WHOLES) t I &UT NOTCHED 1/4"-24x1,S.S. I 4 c 16 f EA CORNER 0 - S/DEWIttK YOM BOTTOM AS SEE DETAILS 2/7.' .. SHOWN:.. �2/15. ,(WHOLE) I/c`n-zp x r•S.sus� 1 x: t. ,� j �; 1 6 - Wx vc F yr a:4- ;I } i 2 1-- # 8 _1NTERJORLY REMDVABLE t t/�•OL20 x r sau, I i 1 .- .PANEL i W f a w/7/10 a x a/�2' f 'a SIDEWALK SOLA I '_ a n7Nc N6r rs r2`a c: I a - _ (SEE DETAILS Z k3 217 14).-CONNECTED RauREO.� f - i _ � I TD TH p CONCRE7C # I uoi r .5WO HOLES AT rJ tHt CaYCRfrE I �.! t t 1 BLOCK WALL d # POURED i 11 ., REQUIRED ; N _ 3 _... FASTENED AT REAR ui. t j � OR erwwtv 7e El t - $ - W/71111x3132' t eccat WALL a j . . WING NUI,'V RY I REQUIRED l i, i 2' T OR•r�O OR j SIDEWALK BOtT. _- . CQNCREI£AN4;WW 7$- 1 "J . 148/6, 14A/6, (SEE 5g1ome),.. -r t 5,169/7 i 5'',l 6A/7 CONCRETC ANCHORS 3^ CONCRETE"ANCHORS(SEE SCHEDULE) 3" 2oA1: (BEE SCNEDII6) 1 ( 1 NIERlGI27Y AWL t } MoX; WK. SFEWALK DOD$ DE7NL 2) 1 Min. 1 Min. Cont; CpNH i-TO:16 IN60 SfBb HpcEs A s i e A oc It FAsrzavEo ,"SECT/ON 1�A SECTION i.OB AT ROAR W 0718 Ars�3Y YINp NUT O EVERY S!#1tAtR6047 INTERIORLY REMOVABLE STORA4 PANEL WALL MQUNTING INSTALLArIaNs PARTIAL ELEVATION SECTIONS 119 seAcf rla* A`f..r GEp1SF ' No.4d167 INSTALIATIQNS VA41DFOR PA NEL S USEM J ON,L TK"t TERIO Y 'R ^O ABL .S tEQF JgF ` �{/� FL�R1��•r�'�+�`� FLORIDA BUILDING CODE (Nan.High Velocity-mu ane-Zone) fir a2p:7 rt>ftq Rc. 0050"BERTHA ALUMINUM STORM PANEL cam' (2.25"DEEP) - trR.acrr an EASTERN METAL SUPPLY, INC rnt/r rEsnxc a ENCINEErDNo courANr' r PaAr pfAG14.R sHpr 17 sus,xw aarn a�g,,wmuw n'snca PIdpNC(S81)c^P?-826J.FAK(+`61)811-1116 ITxe:l» -rSH.rar:.f1.V1 wa a. ..81.x881 a.a war arosro+. aur. DP.ni1A/C No- . Ea-pDOB)f9 iYALOAM !llMl J,P.E r bt6+s Mr -- /111+ +. . '.,6Hffr a or fi. ANCHORS a CONCR CONLNEFE ANCHORS F- ETE £0.. CONCRETE ANCHORS GONCREJE'ANCHORS-r I (sEF sreofJlE l fs££5.71011a)N^ ! scxEota£) ! a ( scr aautE} POURED POypEa £:0. e POORm COSMIC Ill POUREO CONCRETE f I CONCRETE---� CONCRETE )EOUWED ^CO.--£0.w t I�f RFQUJRED„� £q.-�-£0:. RFOUIRm1 ra !I m� REOWRfD� �,Y '--Cone. t l�.Q OWL i 3 t I { I t-elfin.SEPAWaV i f TO GESS ± 77Jn.SEPAFtAaO;V- w f_;I*mift.SEAN=AtfON- TO GLASS E �.i y TO CLAS ! f f'un. {SEPAR414Y - t TO CLASS { , ww nur a 41 Cto4ral. {- EVERY 57Ui N7N6 `I � 3 ' 0. EUaW 7/8' / E 8-1 HUT a a 12'a C {{ 4 1 $ `EVERY smo { 7/6'0 x J/32'EVERY S ry I 0 12-0.C t t r �— { 1{{ can I Yf j Cont. ` { a 12-0,C \ r 1 �t-..: REowRmcoNCRelFavcmTRs f7t APPLrcaeLf POURED coxORET£ I 55�r°� � �}/ //!'./XY /// / ✓' ?� /'� - EDGE aF ALTERN47£ II7(7b'Of''. f (SEE SCNEDuGE.}_? E a PoURFD CONCREr£--+ i:LJe f StAH JC I r / lr�-J`.� LAB ,,(( %('^�{tlCATiaN REWIRED {i1 r APPLICABLE arPO�URED CONCRETE ANCHORS scLE a C-ONCEETEA ANCHORS S�GTION" 1 l A SECTION 1 f B JNrE$OEWAREa E:U Qw} LCOHCpm f Da(x EES E} /t�J / CONN TO 6 THRU 5JA'0 CEILING & FLOO MOUNTING INSTALLATIONS NOLs At e•a � RaVIRM FAO NIrT � _r (D . - - — _ AT fi&tR W 7/8 CA3f32'MNG NttF SECTIO 12A SFG ION 12B: LYt£AJORLY R£AfOVA2t£PN:FL t w/— SECTIONS I 1 0 EVERY S/qwx BOLT. SJOgmx BOUNCE`ocrNL T) WALE:Ufa•�'r• CEILING tYCFLO TED rb 6.7NRU 5/a-a OR A�OU�MG INSTALL4T1Oh1S 1roLEa AT s a I OZ a FAS/ Ar pRw. 7/8 pr7/,72'MNG NUl .1875" Jfs-2axY Ss,SWWAbr MM SECTIONS 12 °n�Rr ST°E"""Ot1LT_ fB W�4'I anfv P 'r \1� nmU Xes Jta[E m i-ac� Sc1GE 3/a�_+. i r a 3/.t2• 1 wf fls=aa-_,arkcw. t 0 61p i''�NLow'c INSTALLATIONS V ID FOR, ' NLS, USED d !N ' r WITH TE O LY OV B PANELS " 'p►„ s: FLORIDA BU/LD/NG-CDD£ (Mon,HI h,Velocily Hurricono Zone) r b.-00C asTANCF mzaJ7 ir7=1 XrC U50', 6ERTHAAWMINUM,STORM PANEL L C. s71 { (225"'DEEP) O�urrr Di. N METAL SUPPLY, Danc�7r �:/4.11arE o 6-as z�Qti••f2:Ofl1Ul+ .;�-- �`. EASTER Y,. INC vitt NOTE FOR cokafAAWN of SECTIONS: `i "• u DE7AfL Z'- fNSTiI(,jtITlO1V`Df"�1'�it• � $S.10 A%,� ri` N c FL zitm 17-49a 1' TflUT]7ESnNG a ENafN£f,A COYMxr SW��_Mn RF Hl� ,USINE IN. wAy T SECTCONS GVt 8£ i / czu xK asr. a W+F. uaxis,R,.arca PJlONE(S6t}.! -aa83..FAX:(ist}Btt-t7t6 1 A K B 'O AIOVA PANEL �CpMB1NEo IN.ANY.WAr 7o SUIT NN IN57ALlA1JON.' "'wyI/Nllt'� P+�++:.,C�+n-eaw.F.r,Nsax/yr-is7J —. me �r -���� ux., _ agAgy,�No 'SCAT[.1 r• ifAj.f):8"A. T Jr..P.E lJNI a _. Sam.9 OF£t _1 ZWN A 5 D nrk GAt PrESB'M RATLVG &y f) yt IDG KAXW s.�NGXOR SP 99=I.a FOR TN�"4' T T dTIONS IN CON4`.F� W AND GOIVG7tG7'N" BLOCK= A=lQKAWtI _ _ENdfWYANGA)44 SJMOIf h2R L 6-J JAJ'• .. ..... ^._ STAp�6 jj A 1W]MW TANG ALtUAC tww* nB]Eg SS. 'Z4 WNUN` GVK-.YI' h'atD=S{7 6TAP-4M. t74�S2W)ES AdOWr mw a10$S.vAwv AW pYrbvNi#W `a-Im t.`.MI' RlffAt"(i*A4I m w.�tfs'.m BYlk1f. iq fri.CaETE..m&"X .n CoU M ro ssnar ro'ssnr+e<vc".,fIf otm, m:[pvwm.-III EKKK. micaxR/C m..IU.001i` m m-.,L :m&mr m comaw It&0.o':m:CNBC-a "m C1R1f...1, or Ifty fl/A" t7',... WA.:.. .NjA : NIA 12' N/A; .-N/A ,WA _ 'WA WA. , f2' NIA y 12' WA• ..1Y NIA 10 fi-), 12' a' 12' .• ..t0' #1A NIA �2' 9' WA WA N/A WA i2'. 8 t2` 7 tfT` f2` b' tIIA(BOTtaAtf.. 12" 'N/A W 7• IVA NSA f2' 6 f/2- N/A, NIA NIA' NIA ISS•: 6- 12 "T, 1". 72- ,4' 'Ina(Bot10N) It,.. I1j2' NIA. 12•. NIA ft/A N/A ..t2' N/A NIA WA" WA MVA .7P• NIA I.- NIA ...42' NIA 17.(IOP)... B.tI2. NIA" 't2' _ 't6.T.5••G15 .ltiA WA' N/A .7 lI2' WA NIA WA" NIA. .N/A tt II2'. WA tI`.. NIA ?I;& WA 77A'(vftOY) aR LESS NIA - .NIA NIA WA WA NIA ...M/A N/A. WA 1,.:NIA, NIA. WA J" WA Y W.A J• 1!/A IIB(BORON) . 17 1j2' NIA 'i2. NIA WA WA f2` NjA.. NIA, WA WA ;MIA' , .. 12' ?IIA'"" 72• NIA fT` NIA 12(1", tT" WA WA NIA 7 i/V 'W�A .. talA. WA WA .MIA 'if ij2' WA.. t1` ._,NIA- .4 1/2' NIA' 1ZA(6Di;IIU).. J.:". ' N/A .NIA .. NIA N/'t... .;NIA• .4" ..N/A N/A .WA N/A . - NIA ,4• N/A s' 'f✓A .1 WA t29"(60mm) E.Lt -EDGE D)SrANCE ANONL>RS-f,�GFND , i uw Kw ANafDR SPACiXGS ARE YALO,MR.S T/2',WOE 7D 5 QSTARCE,"roa r O.LESS THAN]II2; MAX: SPAN. AtM�tOR- REDLICE ANCHOR srAaxc eY NrttRPLnn'c$AACtNG sllgwN_aN rrrrEBLxF Rr ntr FOLtolnxc fAcmris : *' �.lMfTE(] `- (NO)rArn,',E O,M,CaK.0 ANCHORS IS-2 SPACING' .FOR 1MS'OPETMTION 10 BE FOWL&REDUCED SPACING OBWAW OV.V FACTOR S1WL Nat BE :LESSTHAM AOMLW SPAODJa.:MOCUED FOR.EACH AWWR MT Ar ANCHORS LEOINO. Ato S,S T14CM%'2AWM'0 CW . Jp• t2' DIP SRP,PVaWTr OR PANFLMATE PLUS, AC7WL E LS RFGMLAR TAFCW 6 Z4WC-N JUN.ORrrF-FUX S51& CALK-IN Satt-SEt :CF t' . 4 1 SS 1APCON PANELAUTE DR PLM PLO SOLID-SEr A5' ,A• - .86r. .75 .78 7;W ttt� AY CRETE FLEX SSa bA' 2 LIP' - .71 .SD - .BO, .a�2srQ REGflUR lAPP7Y/W BLACK. D.SS - - - V-f•�G ~•� � REGL2M rAPCON AV C.LwCRETE "J.0 z� No.44167 , Z OF a �, noR/DA WILDING.CODE (Non High Velocity.Nurricone Zone) yy$j,(� AMfGAr�,+ 02017794co,Avc.. 0i050"BERTl1(2.25"DNUbfEEP)STORtit PANEL Luu4a _IIL1ECd Myr. EASTERN METAL SUPPLY, INC RUC 426s-KV Rales,ORNT, nuir'rE51TNo a ENIXNEER1Na coNPANY. 0107 PAw,BE1LW,'..T4•JJ107 17-096 6XSsxMe.tsw s.a...1rn:iasva caAorhz:tz arse PIC*'t56t)2Lm-,an FM'061g,11-MIS , sTnr+r(Jq".GlT1-1hm. .s hsX!}'N-1STt DRANLA;Al. fes'-0ag8FR' .. iGit,TDt-A.RLtte(c.R6 J'...r': as ra-wr ftA(t sfm IO;gF T fa 1'x 2',x 125' • : ALUAr rugs w/a/s'o ' .. SCREWS O 6" W/f 112',Wn.,THREADED f%f'q UG 5CRElYS G- f!4'A 4SG SCREWS O J 4'A LAG SCREWS O 6' I ac W/r,fI2"bRa. PEAtL7RA7NNr 1f1 Dflsmc s'..O.0 w!r J 1"lrm. 6'o, w/MEWS O.G W/r 1A, m. , THREADED PENEfitgrON TO -, W000 H=,T RFADEO PEN 1!ldV TO. THREADED PE1V£TRATION To .:THREADED RE7VLTRARON r0 EWSINC WOO HEADER. i EXlSr1NGW000.HEADER 1•. EX.(571NG.:WAD.HEADER - 'e.. Ek/SRNG.tSnf?D NFNJER- Aft -0 . - •. 0250• .:500 ..._'Q50' ., " . 30D- tLISO 0500". arrvr. u ; $ j 3:000' 3 CAT.A I t u: i 3 tont w I rzA» 4 s _ { WOOI GonL s '" I `-."`'i"'" I :�:r, • � _ ::• I coat � �.. -'' RECur�EoER D ) m •N'1X7D HEADER WODF HEADER W+ - WOO h�"' REONRED i WORTAMMM REourRED 1 w IrEaNREn y m i ARNNDY i 1 1 aau ( 3 cuss $ RPAPAWN 10cues 1 ' GLASS .. ALTERNATIVE 1ITIY $UJLU TEN rI4 A x JI4"1rW$UtLDDC T 6.O.C. 7--Nt11MtUN T !^MfNdHUAf ( 1!4'W/ x 11 - T } t d 'SERARARON m. l D SEPARAMW TO actr W/ w Tom'•` p I, 7/$ a x. I ..` ROM GLASS ( 7/$"q x.J/32' 3 .3�, 1 fI4'A.:2f7 r 4 1 t7I32 WINDGLA . s 1 .WING Nor O n., § i i NUT O tVFRY I EVERY STUD 0 ,; ,SDO. $DLT W,/ �o Nm. SO°'J� SrifP O t2'o.0 t 12'a C s un mng�mit t L;14' EVERY sTUoO � •.f•I �� �fi cont _ � •�_,� I sfuD p rz'ac.� � / I 7 f4.,Ay�r/e3lx� •. y ' • D Cont WOOD STUD t 3/.T2'W7NC NUr p t y -lE --(�Conf. wCOD SCUD 11 Jf ,£ R501ARM - - - co r 7 w O,24"a G U0 pp LIS O 2 D.C lY/AVT&"�tYASIiFR `�4"-o LAG SCREWS d7 Tt#a" cont. t r x s'x:rzs haA.} s oe.WF r r!z'ua Jt.'b LAG SCREAVS p.b" PFNEIRADON- O.G W//1 f//2'Min. WOOD,S1UD 63-TS Akim..PME(coa) 1 �'�60E3-TS Arum.WOE{Cont.)- p.MtDfA',DrA1 UE PtA7E UG SCREWS. 0 G' THREit}ED�PENETRANDN B' D 2r'O.r- 1410 .� _ 2� O.L.W/1 1 2-Atin, 2•REOUf1 REQ V'RED hr. 2) 11Q. 9l UO(MrDWt°�M p 0 I EACH;4;S( W1DTHW Of'© ikRFADED P TJON p M�T1W70TN Or PtAI&. ,HtDWDIN.OF KAM - suw.2"mw.NOAHNAL';9"ANO _ STUD 2,'.A&ie.NDHJM1t�AND. . ' W/2'AIln.IHREU7ED PENEIRATIDNTHRFMEDYEN'ETRATION HVTD EX/SRNC SToO: RlTO @xA'17NC SRJa_ ALFERNAT/VE 2 ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 4LTFRNATIYE r WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON SECTIONs A SCALE:,/<•s EXISTING WOOD- BUILDINGS SffStCACLAW XO . A-2o x aft' •'Vr�"! �` NOTES: . .._ 111R. w/T/8 x C,C ,!f'7�$7 .;.- .: 1.tT,tSTALAWNS ARE<}NLY YAUD.F4R ddAX:AS.k: DESIGN PRE'SStlRE. iRATNG UP'T0-JG5.0. 3.0 ps(AND PANEL.5 LENG77iS UP TO-9`-0'.- 2 FOR WOOD MUE CONSTROGJlM WOOD MEMBERS TO.BE t&a OF SOUTHERN PINE No.2, W/SPECIFIC DENSITY Of 0.55 OR EOUAL. 1 4-0 uC SCREWS 0 S* ' Ore^#AL��t�� 2' +•vu7£� o.c w/rr!2'eG1fOn N-0 _+,e7 T1 FLORIDA BUILDING CODE (Non High Veloclly•Hurrlccne,Zone) REouREp THREADEYf PENE7RA ARaFHODI DE RATE NOTE FOR COMBINATION Df''.SECAONSi c2017 Fa'Ecn,rxc. O.DSO" BERTHA ALUMINUM STORM PANEL 4G WALL MOUNFNG.SECTONS C4N'BE COMBINED ..:(2.25"OfEP) DRAtlN$r. ALTERNATIVE 3 w ANY WAY TD suit ANY 1NsracuT7DN. EASTERN METAL SUPPLY, INC DA1r - sa:wEsr.Ra4Ds DRNE, muir~TESTING d'ENQINEERINC OOMRANY ....bESr42 azss sa.1v,�.5e,sw.ttee�u rAerx�.c n arra., PuE.(ssrt2RvA?W-a=FAX, (,561)P 4f-llrs 17-096. arw,! r1a7Jarr-rsro,roa:(aos)Or-rArr er... arm.cfw ma_:a.r aomaw oRKWO4 No EB-0076719 '�r' . HALTER A TKLfr 1r.P,L , 'aa ra.ow mt+ - SRL•ET it or f4 .. .RDRIla Lia 4t16Z -.:. - --.. .:..... •: - !AO SOMKS.4 6'.0. 4 40.C.LAG•i t/d`Alin. <'40.A W/•'7 1fZ•,Wn. 1f2'Arm:ME400 It-tf4'0-20 ado, THRS:aDED PEYERt4170N 1HRFA0E0 PFNE71fA770M _ PENETRAWON TO EXISM0 WOOD mole/M.&OTp E7USTJNG l4VOD 8EA5L TO VWSTWO HOOD 8OtM r Hs 1EAR• PANELA{ATE B 12" " 7r;211 0. C.® U tt NT (rAn•)EZILW O s'o.C.o s' .a-0-2O S S.BOLTS O '`Wf 1 7f$'Min. - _ � EQa 6£AM REONR£AtPFNE77MT70N r/I q YA.t:SCREWS O STRUCTURAL AD£CUACY Eo.—EQ Eo -Ea 0.C. Wf Zr @ WASHER ;:..:f 'ATF EXJSANC.f4flQD'BEMs. -_ 7'Min S 6"D.C.wf} 7J,/?? 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T,. 1 REQUIRED Cent. 1 1 • 12"O.C.—y i EI -_- - ,_. 1 r •, Y'114'0 GW SCREWS S.. iVQOD f �` 6'O.G Wf �ln:.Cont, 1. ^"-}f4'0-20ELCp lE THRE10E0 PEWETRARUN 11 1 REOWRED F 9 A4DIWO7H OF,PLAIEO SOO TERNATE . 0..h�aTPEN/L71 718' r ",✓1••"� L 7'��"'^ t�4'0-204" LG L=170N ED �:/s•�' !<'d tAG SGREHS 8 J4'0 LAG SCRLAS O 90'yIWOW+DTK OF PLATE (OPEN Posmcw'h4`p.G.W , W I !/?'M%rt. fWODO SWO �� Mln. TION ' O 7?`¢.C 0 24'a s - f4'0-20 S S.&OLTS _. R£ornRm L}2 o a Wf NVr&'WASNEA ' T Mr7rMUM I ALTERNATIVE f ALTERNATIVE 2 ' T T':Gan}. �'-ID CLASS, ". • c T•x d"r fT (MhT) '1 TO CUSS CONr:. 6063-FS Aurr TUBE(Goal a r.ALTERNATIVE 10 a+ CEILING & FLO0R MOWTING' INSTALLATIONS rz4'o wG scP�ns . ` 7%e.x 3f�. EiTCH-SrLID(MNTAWTH OF aYTttG NN O SECTIONS B =441:V A yAAA/lifulf. A MlNAL}ANO wj?'D'MN; £O i s FA smo f •ALTERNATIVE"9 PL7rETRATTON Nro ETttSICr E?a AA.( . .. ". .. STUD. Ila SIWP GAP CtASED AT.NPY. WALL MOUNTING `INSTALLATIONS trfrRRlcnTrE c°"uT°"s �7 x SECTIONS A scar: r/s' T RtaDwm. (oaav PDsmtav % OF s . . SECTION VSTUD TYP. TO?/'BOTTOM 's d�` .2....... NOTE Egli COM&MATION OF-scovo ds: ALTERNATIVE 11 TLDOR/;WALtf CF7LtNG NOLTNRtiG-SECAONS CAN.BE - '!ei�xiiarNj}AA+ coMDINED tN ANY YIAr TO sulr avrrxsTAuaaoN INSTALLATIUlY DETAILS ON EXISTING: WOOD BUILDINGS FLORIDA BUILDING CODE_(Non-Nigh Velocity NurrJcone Zone) 07017 MTEM mr,. 0.0.50',BERTHA ALUMINUM STORM PANEL HorEs (2.25"DEEP) WWI Br } INSTALLATIONS ARE'ONLY VALID:F6R YAK.A;S.D.RESIGN PRESSURE - � O7f2efr7 ' R477NG LIP TO +MX. -720 p$(AND PANELS'LENGTHS UP TO 9°-b~ A EASTERN, MEAL SUPPLY, INC .:'2.iOR-WL70D fRA,VE CONSlr7UCTTON: WOOD AI£Aa£R.S-7'0.'.DE`SOUTtiERN Ott IXC. '•. 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I f a LRD SCREIYS.6 6' t JPLA a W/1 1/z'UK Mn.PENErR mi o741DO D PEN£t7Lt770N 9 +1fOW1DTH OF PLATE j12'r I"PLA THRW07H OF PLATE 2WMRIORLY.REWOYABLE'PANEL(�7 CTO� HOLES Al��b�EDY16'O. &FASTENED AT REAR Wf 7/8'11.J/32'WM-NOT i 7 ALTERNATIVE'. l2�-* ALTERN TIVE 128* o EVENY s67EwAex ea r. j�ALL A!(jDNTING:1NSTA 77tJNS s ' Ercudiys, 12 *VALID FIOR'Alin. +U5, -63.5 psf. .,�yI�flAN ScatE: f/4'= I` A.S.D. DESIGN PRESSURE WING. INSTAL,I,AWNS- VALID FOR PANELS USED JOINTLY WIT IAIT RIORLY REMOVABLE}�ANELS ' INSTALLATION DETAILS ON EXISTING :WOOD BUILDINGS FLORIDAWILDING CODE (Non High Vetoci frllrrrDD77e zone) awia nufica,Mo. 0:0.50 BERTHA'ALUMINUM,STORM'PANE' ee (2.25—DEEP) DRAxN Or. ��r�r YrE5T PAG+8£N.+t"T4 JNO7 yrs/r7 Y1 'L . INC x,61 77Ltti iEST7NG d!'ExC7NFERlNU GaxPARY 7T-27$¢ t7S1,v,M J6M1.of sh.,cyxror¢a 1-1j16 Pnenl!Ems n-1JJp.r:! n-rsa - wv.w rnvnM onc::.rrK..re ..apmmn um ED-CQ06Tt8 DRIR,YJG Nn- WA RR A:7RLJ7`h P.E -..SHfE7 7.!0/7f. .. _. _ .. FLORFyi,W;- 44167. '.. - . . 1/4.s SS LAG SCREW .. f14-0 SS,tAG SCILRY i 4 X B A"n S,fJUSRND �I.SC "J•OM1/1 I��i . 0.rHR ADED PfNF AOON 'jt +TO,HOLLOW CEIUNG AS PER DETAILS SHOWN �k FADED P/ sENE7?7(aR0 :i• �. �(� ALTERNATIVELY. TRACK Q)MAY BE ATTACHED. �1 _",.r�4•x 6"(Mln)Exrxntvs;` ON ALTERNAMIE:9A.SNEET 13' l i s {waD BEAM REawREn.' woDD Btu. toDIaEtl. � SJRUCtURAL AD£ODACY - STRVGWRAL ADECUACY OF EzSnNG.WOOD OF EXISTING moo (TEAM TO BE CERnRED !#a 55.IAC SCREW BEAN TO BE'CERTIFTETI _ / .I •k ti. f/4a S.S. 1 SCREW— BY.RVOLSTEREO ENGINEER %• BY RECis7Em ZArw+EER �.: "• s I?4•,aa w/r 112-UW. r o 4•oc.W/t sjz"x+u - • .. 1NRFJIOED PENETRATNMr �0$N CIVST1AWiTlDIL 'f` ' TNRFADED PENE7RAnON m IN5T 7fON. -T- z r C. TLS D25' ( ) ( �., a �'-�w�`,,•�. CmrC f Can(: l cont. q m SfE sCH✓rOULE L^". .SEE.SQyr W[' C k .. € L�7,�NG SEE SCHFT a FORMTn.- - !. 't z:. GYhS5 FOR W. i -1 g 'S£E'SCNEDUtP I 2OTASS f0,7 °( W-GLASS: 1 h.. TD GLASS, ! Yz�- C SEPARA WN I t �.1. 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Ar REAR W 7/8 OX3l-;2"16W NUT O EVERY SIDEWALK BOLT.. fl£VERY SHTk1YAIX BOLT.., ALTERNATIVE I ALTERNARVE,13 ALTERNATIVE 14A- MING 44,a MING A QgR 'A LA CEI(G!k FLIALLA t1NS SECTIONS' 73 SECTIONS I� SCALE:I14"a I" "SCALE i/#-. r" .1875' rr4 1[Lri•A5.,3mfWAt1(SALTS, 16 W/S/4"SY0T1Lri NEAR FIXm);D MfIN6ZLY REDO II/V41NxE 2 A 5•ac 3 NOTE FOR COMBIA14WN OP SECTIONS.' 7je"r X yea' pma FLOOR/CELUNG MOUNIING SECTIONS CAN BE MSTALLATIGN DETAILS ON EXISTING WOOD BUILDING'S NPNY.NOT a--.� e o c COMBINED IN ANY WAY TO SUIT ANY-(NSTALLA7TON. w j FLORIDA RUILDINO CODE'(Non Hlgh Velocity Hu one Zone) 402a17 Vr mm we 0.050"BERTHA ALUMINUM STORM PANEL 'Lc 4 ! T,iNSrAUA1TONs ARE ONLY VALID FbR-Asa DEVGN PRESSURE runic (2.75"DEEP) aRAxx 8t4 .re.7s•= - €. i UP TO +65.0, r0..O psf AND PANED UWG(NSS.UP TO 91-01 EASTERN METAL 'SUPPLY, INC a,M 2..FOR NEW.WOOD FRAME.CONSTROCnON:;WOOD MEMBER$TO BE SOUTHE12N .�,. #2EB NTS -P(NENo.,2, W/-SPCCIRC DENSITY,OF 0.55 OA'EOu4L. - xtsr PALN T,FAtrt E£ss+raT OETAlL'7 /NSPALLATIO(j OF }!1'x} riva Tf571fir dr ENcmrcmNa C011PANY � T,r-D98 S/O�blCARs O RfAII?VABI„x, PA ssu .uo sN es:w +c+caans fa turas rotaae(saT)lo2-Bzsa:rA rsas}ass-rise .. .. .•... Abn((sn�-rSXi.:.la r(tp,»Crr-1571 - . .. FB-00067f9 an-a� atmerar nrr me it noomw wa ORIWMG Na . . SCALE:t•.:=!' .. [YROR A.RLL7T Jr.:PE r .•aa rtau;.. AYA a. STILET/{OF H. MIS llt� ECO 14 L, Acatb a Nw-ToptsS.'L'iet�l"4 '^.,hc5," stats&fills s"C'.i`1CazwS r''s£` saa >«Ct.040 M"15 S"i:Q;• db r Product Approval USEPz PuNk Usez Product Approval Menu>Product or Appl!Cation Search>Application List>Application Detain 01. FL= FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived l..' Product Manufacturer American Shutter Systems Association,Inc, Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetai,com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters iSubcategory Accordion I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C.. Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A„Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jahn Henry Kampmann Jr, Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS A550C, INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1)PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE QF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Startdard Year ASirt E-1886 2405 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203. 1994 Equivalence of Product Standards Certified By i Sermons from tne Code Product Approval Method Opten is Date Submitted 0911812017 Date Validated lQgalaw Date Pending FSC Approval 1.011W2017 Date Approved 121120 A? Summary-of!Products FL 4 Modell,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interl*ckirig blades retained by traVf s Slade 3-(Non-HVHZ)-Drwg I?- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use In HVHZ.*No FL389 R9 11 AMERICAN SHUTTER SYSTEMS DRAWING Approved for use Outside HVHZ-Yes 17-106 BERTHA HV ACCORDION SHUTTER SY5TEKPQF Impact Resistant-,Yes Verified By,American Test tab of South Florida WC, Design Pressure.N/A Created by Independent Third Party;Yes Other,Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 3S psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,S'-Z"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT-PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party'Yes for 55 psf HV3 blade w1window blade working in unison.Max.span for HV3 blade w/o window blade For Installations into Metal Stud walls is 79'for max.ASD pressure rating of+72,-72 and 84'for+64,-64 psf.See 389,2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retaine.d by tracks (Non-HVHZ)-Drwg 17-107 (top and bottom)for storm Protection Limits of Use Installation,1nStrUCtIQnS Approved for use in HVHZ:No FLS89 R9 H AMERICAN Si-ljTTFR SYSTEM Approved for use outside RVHZt Yes INQ. DRAWING 17-!07 BERTHA HV ACCORDION SHUTTER Impact Resistantz Yes SYSTEM,PDF Design Pressure.N/A Verified By, Anedgan Test Lab.of South,Florida Irm, ,, n Othert Large missite level'D":.Max.Span is VY-OP'for 30 Created.by,Independent Third Party.,Yes, p,s.f negative ASD toad depending',on.centermates.and' evaluation Reports locking rod configuration for the RVI blade„8.'-0'for+64,,- FL389 R9 8E.,AMERICAN SHUTTER SYSTEM SSQQ- 72 p.s.f.A.SD,load for RV blade for,Keystone mountijngs INC. QPAWTN!Q 17-107 PRODUCT OF 7'-V p.s.f.for metals stud,mountings and 8'-0"for 110 ps.FL REPORT.PDF for KVIA working in unison..See sheets 7,11 and 20, Created,by Independent.-Third.Pa",,.Yes respectively of installation drawings,for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded atumiru -jnterlQckinTffl9Te'sretaJn.ed by.tracks OOMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom}.fOr-StOrial Protection Limits of Use installation Instructions Approved for use In HVHZ.,No FL389 R9 11 AMERICAN SHUTTER SYSTEM5.ASSOC., INC_ Approved for use outside HVHZ,Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact P'esistantt Yes SYST.PD Design Pressure,WA Verified By-American Test Lab of South Florida Inc. Men Large missile.Max.16*-0'span at 30 px.f ASD load Created by independent Third Parry:Yes For Blade I and IS'-O"for Blade 2.See schedules an sheet evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUT TER SYSTEMS ASSQC., 1NC. DRAWING 17-106 PRODUCT EVALUATION RFPORT.PQ Created by Independent Third Party-Yes Contact Us 2602 alate ne Road,j'UrWha%12-Ek -rh*State of Mt-da is 4,.AAIEEO tMPWC,Cocvfinht ZOOZ.2013 State urtap.-ftma tae.email addresses ent pt)m-mmm.it IOU ft I'M a#ktyWtt e-mm address.Tee"Ost-a t%N mspu'st to Ck Ca AVZ sik'al e*OMA;Z, Mail tObX%e;'MCr,jt--teD44.=%4MMe Qfr"e by ptn-Mar by t(adizartat Mak NVCU Z'Ave aus'qatsm-As,lease cz=tt .1% .wam VC,segt�zo Ass'z t2),:otttta S'-elutes.ztrecta Octoses n,20i3.attensees licenser t:ndet Ehzetz:a F.s.rr.�,c atav t ��ta�nxat r.;,ts as etraR a.-eas,r:ts1e,�"%<r iNA,.Utt wr4gs cir"t4bleo may be.wettre bcensee,ft vet-entail&ddMsUS4:t P;VzC'-ens dt S'P-Oy A Fers m=a a ass, creases provide*t DePaKtre"t w-M am e mas ac--mm vWtich Cam t*-caade-u'aiiatite to ne otic r aetem.t�- it ICU are wen—i-t wT.atc out=v $'S. M1t , GENERAL OTES: 1, BERTHA H.V.ACCORDION SHUTTER SYSTEM.SHOWN ON THIS PRODUCT EVALUATION DOCUMENT"{P.ED_).HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(61h EDITION)OF THE FLORIDA BUILDING COOL THIS'ACCORDION SHUTTER SYSTEM SHALL NOT BE IN LED AT NIGH VELOCITY H CANE ZONES. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,:FOR A BASK WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF QQNTENTS BE INSTALLED WITH A OIRECTIONAU Y FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A,S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRJ 45, 19.&:20. IN ORDER TO,VERIFY THE ABOVE,CONDITION, ULTIMATE DESIGN WIND:LOAM DETERMINED PER.ASCE"7-10 SHALL BE FIRST REDUCED TO A.S,D,DESIGN WIND LoADS QQ5 Yi & dm B1•MULTIPLYING THEM BY 0.6,IN ORDER TO COMPARE THESE W/MAX.(A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS i t i iRU 15, 19 at 20. GENERAL NDTES SHEET i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ME USED IN THEIR SYSTEM COMPONENTS 1,-20 SHEET 2 AJnI.YSIS.:HGWEV£R,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERtTTCA ION OF FASTENERS IN WOOD. SYSTEM;COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSIL'M'S.ADEQUACY FORWIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION'1608.14 OF THE ABOVE'MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL. -HV BLADE Q-00214.01:-03,00715:01-03,.01004.01-05..#1214,01-05,00317.02-06,00609.01-10 AND#0210:01.-11 AS.PER TAS-201,IAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA `L:'HV BLLADE M AND,W WiNbOW IafADE AAA AND.E-1996 STANDARDS(MISSILE LEVEL D.WHO ZONES,1,.2&3)&01220.61-16 AS.PER TAS 201,205&2037 PROTOCOLS-I:ARGE MISSILE. (FRE APPLICADW -HV WINDOW BLADE Q 10505:01-08 AS PER AS1M E-1686 AND E-1996(MISSILE:LEVEL D.WIND:ZONES 1.2,3)BASIC PROTECTION ONLYAND-III 0725.01-88 AS PER.,TAS.202;PROTOCOL. TYPICAL`SHUTTER ELEVATION-&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE 0:AND W WINDOW BLADE pi ARE ENGINEERED TO WORK IN UNISON WITH.EACH OTHER UNDER THE C04ERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA N.Y.ACCORDION PINS(HV SCREWS)i USED AT BLADES KNUCKLE AND FOR DIRECT-MOUNT CONNECTION T42 O TRACKS SHALL BE 112:75"AND#144.75"RESPECTIVELY,410-11T MINIMUM,SERIES CENTERMATE DETAILS NY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 kei TTENSRE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS'HV SHEET 9 COATING APPLICATORS;REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR.HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUMASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2'AND 3,MINIMUM YIELD STRENGTH FOR 6003-T6 ALLOY 5 30.0 kei AND 35,7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005''-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS.TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION,RESISTANT.COATED CARBON STEEL AS PER DIN 50016 WTIH 50 ksi MIN:.YIELD STRENGTH AND 90 ksi.MIN..TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALT.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3:4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 BL BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR.AISI 304 OR 316 SERIES:STAINLESS-STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7..SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE( :12,13.14,15.AND 20 INSTALLATION DETAILS M-R, WOOD SHEET'16 Hv BLADE(D&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 a jMS BERTHA H,V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06"779,582•COMPONENTS OF T19S APPROVAL ARE COVERED,IN.WHOLE.OR IN PART 13Y U.S.PATENT 05'458;17$ISSUED TD EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 METAL.SUPPLY,INC. 9.(I SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3i W WIND(} BLADE. 1 ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTET4ING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10;EACH UNIT MUST BEAR PERMANENT LAM 1N A VISIBLE PLACE WITH WARNING NOIR DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT;OR.OTHERS,MUST PROPERLY CLOSE ALL'HV AND HD CUMMATES AND ENGAGE OR LACK ALL HV AND He LOCKS. AREA 4: W WINDOW BLADE(1)ONLY 11,SHUTTER MANL)FACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL'BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING To COMPLY WITH SECTION-1709.9.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING.REGULATIONS PROVIDED BY THE JURISDICTION WHERE. PERMIT IS APPLIED TO. 13.(a).THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION,FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.B. (b).CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT,BASEO ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.ED:WILL BE CONSIDERED INVALID IF ALTERED 13Y ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE . RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD:ALONG AS A DELEGATED ENGINEER TQ THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW.. ' '(e)ORIGINAL PLD_SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, FLORIDA BUILDING CODE(Non High Velocity Humicane Zona . L if, .,• _ -02017 EASTERN.METAL SUPPLY.INC. 62017'TIL7EC0;INC, ��;•ti� Er>ws� '',- BER MAH m A ice' $ A Accordion Shutter System ` i i aI:c• ■. ■' ■ ■ wv.eianE#T w/OR w/O H v.v1TNovW BLADE ��j/t ' American Shuffer, S stems • ��`.0 .} Y LV. Q ilESCRff710R GATE' DRAWN 8Y: LC. ""AC ♦ TlT.LIt TESTING ENGINEERING COMPANY 4 ASI90Ciafi0T1, inc. I .OLD 15-085 7 27/1 DATE:_ 07/27/17 4Ayy,� 6753!tW 76fi.SL.$U 309.19RI""ROENS.FLORIN 33f6 4268 Westroods Drive z {JO6)871 1530.F4,:(305)871-iS31 o-ma 6umoodccn West Palm Beach..FL 33407 3 DRAWING+N/o� EB-0006719 ... 17-1 V 7 WALTER A.ncuT Jr.P.E. 4 P.E.'5�At SfGN IORE/DATE FLORIDA Ue:1 44167 5 SHEET 6 1 OF 0 r� VARIES. 7 97 1.4 1^ t m 4.T7` 0'�SS=. 5:385• I '. �5@• @ 7` N _375 �\ (t#Y 9Qf�18O' Sj RATER NV St)LtD BLADE 3�,yy UNIVERSAL FLOATER �� QUAUFIED FOR use wy COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE Wj HV BLADED 04 DIRECT HV BLADE 1D S.1,HV WINDOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-16 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE 6063-T6 ALLOY A0 TEMPER E4` r- 6063-T6 6063-T6 ALLOY-AND TEMPER 500 e _ .065' v 670' .670' TYP.) O .994`. 670' 2.26' 72 o .. ry o' 642. r �I . .815' 9- »I IA r BY ADJ. ADAPTER WHIP � 4.436" 726^ MI' 7' -a.72 �. -- D.0 2' QUALIFIED FOR USE W/ HV `)HV WALK—OVER TRACK � s2DjL HV ANFLOOR TRACK BLADES QUAUFIED FOR USE W/ HV l�1HV TRENCH �RACIf -255" 3,7 D 6063-T6 ALLOY'AND TEMPER BLADE(1) QUALIFIED FOR FUSE W j HV 'QUALIFIED FOR USE Wj HV .6063-T6 ALLOY AND TEMPER 'BLADE @ ONLY. (�o HV RAINGUARD BLADE( 5j 5063-T8 ALLOY AND TEMPER OUAURED FOR U$£W/ HV 6863-'t'8 ALLOY A D TEMPER ^I V .93' BLADE 1 VARIES. 1.936• 6063-T6 ALLOY A D TEMPER. uoz.: ox:I IV 1.917` .ol p ,-083' .•1 083" - x"63• in ( a n wI ,i 670 @ N3� n .0 0'' .. .060'p, •y y1 670 1.686' V p ' 0:to 670 3.5291'' 67 r.. 33 R 3y (1:7 HVHEALiER StL 13) D CEI LNG HEADE SILL ----•-••3.524. 11 HV CEILING WEADER QUAUFIED FOR USE W( HV BLADE@ONLY N—�' O ( w L,� ADERIStLL O IFIED FOR USE WI HV.BLADE-T ONLY, 6063-T6 AU AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 1 d HD A a SEE SECTIONS FOR VAUD SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W%HV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE ONLY. 6063-T6 ALLOY AND TEMPER 4 K T COMPONENT A 8 TI T2 � X Y � i 14M%AUL.Y MN.L -.— 2' 2" 0:125" r t` i• A82' 7 2- 5"MAX. 1/8" 1/8` ,18 2' S^MAX. 0.192" 0.792' SIDE AN*;7 O CORNER POSTS ALUMINUM ANGLES 19 zs^ 7 MAX. otitaa Dn§o` Q ALIFlED FOR USE W/ HV � t)ALIFlED FOR USE W/ HV BLADE QUALIFIED FGF,USE W j »Y. i BLADE Q 6063-T6 ALLOY AND TEMPER BLADE Ul 31•ONLY. S�p 2' S'MAX. 0.139" 0.1 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER Nsui.,o FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 09!2077.EASTERN METAL SUPPLY,INC. G.( 42017 TLTECD,INC. ' ` '�,tGEN$ BERT TM A.S■S.A. Accordion Shutter System T�'o , H.v:BLADE#T w/qR w/o;•I.v WINDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Sh4t1EIT' Systems. Ev.. DESCA1Pn017.. DATE oRAwrt 9Y: Lc. x' SM5 N.W.3671,SE,Sm.305.VIALYNIA CARO MS,R7.ORMA 33, Association, Inc. i OLD 15-085 7/27/1 D7E: 07/27/17 ~= Q''• Qf t {3os)s7t-t53a:Fox:(3a57a1-15x1 4268 WestToods Dive 2 DRAWING No oRIDP...' .L�`. �-M.R`600cw00W.0wI West'Poem' Beach, FL.33407 3 17-107 1 �5 [9-0006719 ; u jfy•••:, �1�'�FR,+1 WALTER,1 TAX Jr.P.E. P.E V ii iPeT�'1 E/DATE FLORIDA tM.144167 s SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR �— HV n13 HV Q 3/$"0 IA 4I. 1I. 12'MIN. L E 4 TO BLADE P' :1875' __----• A625" EqGE 011 HV BLADE 7 19 Hv wmCOW BLADE ..0625' . 0625 .0625' HV BLADE IA jI \ BLADE'S- ^o OPENIN ..1675 Y HV LONG RECESSED NYLON BUSHING 1 t—'{z ;( n KNUCKLE As25 _ � as (TVP) a.oszs' l/ HV SHORT RECESSED NYLON BUSHING 39 `fE C 3 u N d I t LAT PORTION r R1.7 Ofly/. ® HV NYLON HAT WASHER �OR Q) y:.� i, 4 t / 3 so' L.Y.Y. HV WHEEL CARRIAGE AIS[ 302-303 SERIES i 'I t N 4 "mr 40 [1 044 X f�j"`cz.975o' X. 0.870"553/16" THICK NYLON WHEEL 3 I 3 r Nf g 7/g"'MN tivlvnJNDOW I 1 315'0 CLQ si3.d 0.1$8"0 AISI 302 SERIES S.S. RIVETS SEPARATION 0625 x_06 . 3:7500 4 HV 1 3/4-ACCORDION PIN W1 #8 HEAD * EXTERIOR (IJ� OPENINGS oN c�eRs iF��CM1d�Y Y o E 7sao" HV 2 3/4"ACCORDION PIN:W/ #8 HEAD 21 J4 +E9al r" CLEAR 144 POLYCARBONATE'IMPACT RESISTANT HV WINDOW # I }. 6 TT1 SEN .TYPICAL HV WINDOW BLADE f�� A�D POLYCARBONATE HV WINLIOW DETAIL �3 ( QOR / 4� or @ - {(5£E NOTEME FOR t '1 i i REQIARENTS) Q OR ® *POLYcARQ0NATE IMPACT RESISTANT HV WINDOW 1 I j BAYER MAKROLON 3103 POLYCARBONATE L 1 q Y I tz'Div. CE RESINS, UV-STABILIZED GRADE OR SABiC * Y �T0 BLADE u INNOVATIVE PLASTIC LEXAN 103 RESIN 1LE FOR 1g i I I O OR 13 (SEE NOTE "F" ON SHEET 19). I (1) HV PIN @ SHALL ALWAYS BE USED,AT ALL EXTERIORNNF BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO OR "� I POLYCARBONATE SOURCES FOR 44 HV(9 BLADE. T,VCAL AHVITER ASSEMBLY , I EXTERIOR ATMARD . � rwrx pRbpETellEs sruln4R0 N.T.. - HV PIN®OR IR AT RE3ERFNCE (2) HV PIN MAY BE USED IN LIEU OF AND ONLY AT ExT 1aR �^1 BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV� 00.324' (SEE NOTE • FOR 6Rume cRANM uta 0792 C.W Ib/b' 0.043 WA4 BLADE WHEN CORRESPONDING TO INSTALLATION "I i", SHEET 7. X48+ ® REQUIREMENTS), II" T t 1' I TMIE HM 9iR6NSM ASN 0630 .9.400 p.ai. 9:500 0.41. •,; FII STRE.3111 AT VIOD AM 0790 12500 p.t7: 13.4UT p.11 (3) HV PIN @ OR @ W/ 1/2" Q.D. 1/16" THICK S.S. WASHER' 9 LMfVL uSM nDU= A0790 340.000 p.tf. 345.600 pal. SHALL"BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ej ILL Ii W ix6ro+E0.rt60 uiN-42se 19 n�6/.a 72 Fr-ip�i l RNiNM SHEET D PEELL CARRIAGE DETAIL �.ANTSSE � SION° o"3 42 4.c� M9Y LAYOUT PAToFON ,� 0- us eu99 ASSN 0(429 7010 Y "07 '.i rilOitNG: ASTM 0155 .TENSILE STREN'01 AF1FA'�MFATMXN AS39 M 89302 Pa} 69w p,sl' T) HV BLADE SOLID & jA Y WINDOW BLADE DETAILS TUME `W 'SI"X39 8461 p.ti eNO px7. N"T's` 'PL T��' FLORIDA BUILDING CODE(Hon High Velocit Hurricane Zone' .11/if 'A.T t 9. y 1 n~ - .02017 EA§tERN METAL SUPPLY,INC. � \C+EN$� `� o2d1T mTEco..INC, BERTHA H TM. Accordion Shutter System 1LE c o INC. A.S.S.A. KV. AADE E1 W/ W/o �WINDOWBADE American Shunter Systems Rev..H oEsca p.noN -DATE DRAWL!BY: LC. q TILUT TESTING & ENGINEERING COMPANY 0 A^. •'I( \A, .9355 N.W.3901.St..St.305,NRCMV.CMC4TJ5;nARfN J316 ASSOcflation, Inc. 1 -OLD 15.085 D7/27/17 DATE, 07/27/17 ptm,:(305)871-1530.Fax:(305)871-Dai 426$ t4estraflds Drive 2 DRAWING,No ­60;L9iaco4T6 d.c6m West Palm Beoeh, FL 33407 3 s�ONAL .•4' ce aods7ls j 17--107 Afalsr WALTER A.T1LU1 Jt.P.E. P.E. SEAL/SIGNATURE/DATE MORIDA Lk.If 44167 6 SHE 6 4.a 20 NOTES ON HV LOCKS .AND CENTERMATES- :A g °. ° '"" '" i.MANa TRY CONDITION 11:ONE HV LOCK(&or @-SHALL;BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN �'Sw OR 12"ABOVE OR BE,L,OW 'jf2 CY SHUTTER SPAN FOR SPANS UP T4 105",AND FOR INSTAII;�'P'IONS 7 ANY ELEVATION.FIV LOCK ar p ttAY.BE USED AS AN INSIDE OR OUTSIDE LOCK,AITACH£0 TO�}dR CENTERMATES W/(2) 1/4"4-20 x.1/2"LONG FLAT HEAD..S.S.MLS. LOCATION OF LOCK SHALL BE AS INDICATED.ON � TYPICAL-SHUTTER ELEVATION. �:JdVa , 2 ' IF DESIRED,FOR BETTER PERFORMANCE 9R FOR SECURITY PURPOSES, UP TO TWO NY 16 a, - LOCKS 't nR Y BE USED AS AN INSIDE OR OUTSIDE LOCK,CONNECTION.OF TACKS TO CENTERMATES T LOCA ON OR OF LOCKS SHALC13E AS �BE ON NOTE (AS OF ON )ABOVE., SHUTTER ELEVATION. 57 ,� j2 Ic_ilcED wliWO V S,Qg� LOCKING RODS �ARE NOT REQUIRED AT iURRICANE POSITION, 8UT MAY ° 4 5 'E—0 ai C4 °q�5 BE USET)IF DESIRED TO ENHANCE SHUTTER PFRFO MANCE. LOCKING RODS g,�OR AN ALTER NATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NDN HURRICANE POSITION). 4, NANDATORY-CONDITION i2 ONE HV LOCK'EY @ SHALL BE USED ATCORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS.AT ANY ELEVATION. HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHEDTO'1 CORNER CENTERMATE Wf(2) 1/4 4-20 x 1/2"LONG FLAT HEAD S.S.MS.TWO LOCKING RODS 9 ti AT TOP& BDTgOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. l7 0 ° $ ,•53; 5.;.- ON£AtTEK'2NAT£tfV LOGK MAY BE Usf IN UEtJ OF tN SOCK or 2$FOR ANY SPAN AND INST TIONS AT ANY EL£AATION.'AL NATE LOCI( MAY BE USED AS AN NSIQ OR.OUTSIDE LOCK.ATTACHMENT OF 1/4"4-20x3/4"S.S.THUMBSCREW TO @ OR.@ CENTERMATES SHALL.BE MADE Wf 1/4'4-2x3/4-ALUM. p , —N4�4'ya �R� RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOOKS AT 1/3 OF SHUTTER SPAN. � ? 6.MANDATORY CONDRION #.F.OR.KEYSTONE MOUNTING INSTALLATIONS, ONE HV LOCK®or @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP JL TO 98 AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or or®MAY BE USED AS AN INSIDE OR .. 1 OUTSIDE.LOCK,ATTACHED TO ar' -SYMMETRKCAL CENTERMATES W/(2) 1/4--2 x 1/2 LONG FLAT HEAD S.S. �� �� M.S. LOCATION OF LOCK SHALL BE.AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 'W/ SEE END—� �'..y' OR TOP`AND BOTTOM:is COMPLEIEL.Y MANDATORY. CONNECTION. } DETAILS ON O F E F� 18E� 1FULL i1 "NOTES ON H "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1.�C4ND�_�ITERIUAT . 'Tj1 jIAN1JATYIRY CONDITION it VAUD ONLY-FOR FIV-'T'LOOK .�ASO'CF11tE.RMA�T-r,�� ,f1 07 -(D-010lox ' R ANY SPAN AND INSSTALLA110N AT ANY EVATION,ALT RNATE V -r LOCK 0 MAY BLOCKS .INSTALLED IN LIEU OF HV BE USEQ AS AN ONSIDECKS�OR OUTSfDE LCCK ATTACHMENT 1 oa as 6 ' OF 70CK INCLUDES USING REINFORCING LOCKER AS SHOWN.ON SECTION,TNG,SHEET 9,WHICH MUST BE 1p IS a Q 0 w 1 .1B ra CONNECTED TO CENTERMATES 0 AND CM W/ 1/01-20 It 11/2"LONG S.S.THREADED BOLT W/7/8"4 x 3/32" � WINGNUT OR,W/ 1 f4'4-201[1'S.S.M_S. INTO A-1/4'4x 5f8"-RIVNUt'. LOCK MAY BE INSTALLED AT MIDSPAN OR W lJe .+ p1 +ALJ• ax MAXIMUM ABOVE AND..BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND 86TOM IS.MANDATORY. 1. ,{ ::ONE ALTERNATE HD LOCK(3D MAYBE USED IN LIEU OF FIV L 2 OCKS OR FOR ANY SPMA AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK @4 MAY BE USED TYPICAL () HV BLADE SHUTTER ELEVATION AS AN INSIDE OR dUT51 ATTACHMENT OF FID LOOK 0 T(PIS W/J 18 7/e F.H.$SM.9..AND INCLUDES N.T:S. REINFORCEMENT INSERT 6 AS SHOWN ON SECTIONS H09-HVS AND HDC-HVC.SHEET 10.'LOCK MAY BE INSTALLED AT MIOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODSS,,IS COMPLETELY OPTIONAL IrprrA,ui,� �# I UL 1NG on i.gh Velocity urpicane ona yTy Q>r //��• 02017 TILTECO.INC, 2017 EASTERN METAL SUPP Y,INC: `�' 't��+¢�►s ERT A HVT1d .� ASSA i1 L E C O ��,+~. Accordion Shutter System 9`t TF F s ■ ■ KV,BIAX#1 W/CR W/O H.V.wtrIDl W VbM American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY H. oE3cRIr11at1 GATE DRAWN BY., LC: t7 � Q'�° 6355 M.W.36ft St.,SM.345,VJMA CAPIP .FLORIDA 7316 Association, Inc. + OLD 15-085, 7/27/1 OAYE 07/27/17 %.,_ �,�,y� Phone:(305)871-1530.Fox:(305)1371-1537 4268 Westroads Drive x DRAWIN�QF20 e-.0 Ote ft l.wm West Palm Beach, FL 33407 3 }, .. 17- 7 WALM A.TMUT 41.P.E .FLORIDA UC j 44167 5 SHEET P.E. SEALf51G1((QIURE/DATE 6 5 . 'CON ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON ORCONCR£iEHLOCK REQUIRED 1/4'0-20x3/4 SS. POURED - CONCRETE '-_ SHEET 13) FOIi / (4EECS NEouLE ON Wi/4'-20REW5. CONGREi� REOUtREO l '-";" 'REQUIRRED \. .._-_ � + ,.,CONCRETE ANCHORS I F_-' } 1 1 A S�A cCr;TOvE(SEE UOUNrwC G) l SHEET 7) r.,J / ) �1 (SEE.SCHEDULE ON SHEET 13) r" fi SHEET 13 NUTS®-12'O.C. / 120814 1 ?`+ }� Mtn• �-1/4'b-20x3/4"'5.5. f / ' r ";'r r•' /� t -f _ EOE FdACttiNC SCREWS USING 1/4'-20 NUTS f 2 19 ri m iz O.C. .112t .250'Mo.. j�1r f r 13 ai 15 } L3 oN 15 E.a i} E.8 /t ,l .250"Max, r I Max. ED: i I rE.D": i� ri i OPiiQNA1. I I - i� :/ / r `•-OPTIONALM1i 9PPa1 FOR @tAO. 1 (?R 161♦ OE30 USSRMiN.SEPARATION 7S GLAS$) EXISTRG l B)pa I I I MIN.SEPARATION TO GLASS 1 .s._ (SEE SCHEDULE ON SHEET 1 f GtA5S�1 -(SEE SCHEDULE ON SHEET tt) ' - EXISTING I I I �FIV WALL HEADER INSTALLATION HV WALL HEADER INSTAL e�TI,ON HV WALL HEADER INSTALLATION + KEYSTONE FJ(6TLNG I i MIN.SEPARATON-TO CLASS 1. AR 1 ♦ t I t EXLSONG. I (SEE SCHEDULE ON SHEET It) i 1 : TO Orn(SEE 1 1 MIN.SEPARATION TO CLASS I GLASS t 504LUE aN slaEc ! 1 t(SEE SCHEDULE ON SHEET t I)- 11i PER 6tAaE h7>ta It ,h U1'Dw 19 Fd1 I i J 1 it I (Da �{I EXISNNC ,r} r ✓ OPTIONAL HAM Ile //}/'` / / i i 'iii :• /r - ,c 114•Max. OPTIONAL E:4•f rf ``/,,'"" , ' -.E D:K ,•ij�' '• ' �• i I i �.r r/2:? _ 19. ^5 LL - E0JE , y i } - 1.2 814 I r L7- 4'0Q20x3J4"S.S. #i / .� . a EQ... PHILLITRUSS HEAD r J 1/4'1-20x3/4'S.S.PHILLIPS .MACHINE SCREWS USING t r`x / CONCRETE ANCHORS TRUSSHEAO RLi0H1NE SCREWS -••CONCRETE ANCHORS / r 2 18 1• r/a'-20 NUTS 9 12'D.C.; SCHEDULE:ON Wl 1/4"-20 NUTS 0'12"D.C. __.._ (SEE SCHEDULE.ON 5HEET 13) �`/ " } Min. OR POURED GONCRE O SHEET i3) OR CONCRETE BLOCK POdRUCONCRETE BLOCK 0 T / y,(JNCRETE.ANCHORS REQUIRED WALL REQUIRED OD HY WA T SI 1: INSTALLATION .j SHE SCHEDULE ON O HY WALL SILL INSTALLATION 1�,1 POURED CONCRElE___,,,•••111 SHEET 74} l••/ OR CONCRETE BLOCK WALL REQUIRED E� HV WALL. SILL INSTALLATION NOTE FOR COMS,NPMI4 DP SES, INSTALL�ATION DETAILS .W 1-.SEC SHEET 4 FOR TYPICAL SHUTTER !I-D. EDGE DISTANCE ♦ SEE..LIMIFATIDNS OP USE FT)R tis/ 1'_I1l CS1 A 1"1C ASSEMBLY (SEE SPECIFICAMONS ON SHEET 13j HV.pL 'ON SHEET f9 n1 I-l.y B Lf1(; E 2-- MBLY G SECTIONS CAN BE COMBINED ASA ism - 1N ANY NAY TO SUIT ANY INSTALLATION. L1 k lkp �.. .��M FLORIDA BUILDING CODE(Non Nigh. Velocity Hurricone Zone �`V 1+1116 ✓ - :462017�TTLTECO.INC:... "(92017 EASTERN METAL SUPPLY.INC. % a / R A R TM B 4 A. .S/Ar Accordion Shutter.System I i :E G Q H.V. MAX#? W/OR W/O HV.W1tYXriN aAL7E American Shutter SystemsEv.N : TIEscRumcN DATE DRAM Or LC,71LL}T TESTING g ENGINEERING COMPANYAssociation, Inc. f . . OLA t5-085 7.27/1 DATE: 07/27/17 L.sl.st CURDENS.FLORCA 3316 4268 WestrOads Drive 2 --- — Pxxro:(3os)H7t ts3o.rax:{3os}H7t-ts31 6RAWING No /� t 6. ,� a mal:,L3tewdool.c4m .West Poirn Beach, FL 33407 3 q'7—107 /+� '" S�aNA4 L itlt. EB-0008718 - WALTER A.TILUT Jr.P.E. 4 T f FLORIDA U.t 44167 3 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 POURED ..-CONCRETE ANCHORS 1. CONCRETE (SEE SCHEDULE ON SHEET 13) i m SO5(51x i MIN. CLASSWtt Ics siP+PAtaH OR �� EXISTING i ;t 1 mCUs' ,. 1 1 SCHDUEtM%Y t REQUIRED EDGE 11 FOR @IAiE{DA`D GLASS---I ueu SFPsaApnt v I 'I) ON SMI 19 tiA 1 1p;VSS Y r f`"--•.;7 r �+/ ,'r SUB IF 1 [fuES(De APPLICABLE EXISTING d F"-fXK SCiaAAE CLASS I ws>#rr 1t} AL ANCHOR i l i i k �'I Y III EXISTING ',,•!/LOCA1✓TT"+!IOiNv ,,r',,J'/l`e/Y/iJ'�a,iI/✓e✓:ji T/1 r�j2fJ lr.�Tf,.�.t{.TY1�"Y T{ HE<X WASHER HF1D3/4 OR 1EK—­4 o 12-O.C. gLAGB IF 11 'XJ/ J CONCRETE ANCHORS '.o. :`.• . Eo GOF 1 $ + ✓f IF (SEE SCHEDULE ON SHEET 13p APPUCABL E E OF EXiSnN0 EDGE - ; ABO11F CUSS CABLE MP1E S APPLICABLE POUREDFLAT HEAD CONCRETE ANCHORS CONCREE REQUIRED REQUIRED "" aD. CONCRETE IaDAIS OR CDOITCE . (SEE SCHEDULE ON SHEET 14) ON sw 14 B1t soAm A REQUIRED O.r E D.� (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION ry AUD ONLY FOR UP TO +70, -75 PSF A.S.O. WV FLOOR INSTALLATION O HV WALK— VER. INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER 0 HV COON (INSTALLATION SCHEDULE ga, SHEET 11 EXISTIIIO '- - MIN.SEPARATION t CONCRETE ANCHORS RUQ"'I to un.s uxA 59.wA1tP+ O (SEE SCHEDULE ON/ 4 0 my BVIDEX TAPCON w 'roa ss, SHEET 15) / t/." r -- snrt2zrtu I I II EXISTING TECHNOLOGY OR EXISTING--i Sw m t11 EXGLASS^^i wA xcsnAtxM w I � GLASS---i FASTEM 5 TaN?ETtrJ4ata+aRS w�/ I11 4 � ' CLASS I GLASS -,fes Sa.EDUIc Dns ex 111 VJ I uN.stwanpN m. S t D/C T;N.ELo7f CHC o s• MAX. '�tStE rpavAt mt try 1 O.C.Fpi 1D.TO 8`-tt SPAN AM 1D li i +i rft 4 O.C.FOR SPANS LARGER THAN I 1 1 1/4" G-O"W TO @•-0"1A X APPLY"_7 . AT EVFn i e �MAX, I T +rr 1 ) C11P:) 2- .9 i � 9tgr3(4,'HEX i)wT}!T SKEET 11 FcM I1klTAT[ONS 1/!1' MAX �(Xi 15 i i HASHER NERD.'/ ,, CONT..SFAWil' -.1 , 1 1 tEK SCREWS y i r ,I r i} /t a 12 GC. 1 3 8 r 114.3/4- HEX ttEAO:—!I _ T')` V / /4'e-2Oxa 4 55 u5 t y �- __ / -___- t t f t. i;SGJG i(4'a-2O NUTS `� TEK SCREWS®9"O.C. t _ 874x3/4"-S:D:S.. r 1 �±• /" },J� o 72'O.C./ I CONCRETE ANCHORS k i _ +� 3/ �r; OR 1/4-0-20/NT9 M.S. } /. 8 9 O.C. ____ Nax. v, LY/NUT®s 0 C. (SEE r14)SCHEDULE ON i i lit , J/J" j SHEEP. I4) /" s , ,- i EAI( TR NON SIRLICTURAL T7 oa 18 ,jz. '/_r -i7 18 {_.\ 1•.z.oD oialN. SILL)raW roECORATNE SLABIF , Y`r .tt4x3/4'F.tt 5:0.5, MIN. - POURED GONt:RETE t ` r ®9`D.C. REOU11iFD 7j8';.J 1 7/8- ,,%J APPLICABLE - —CONCRETE ANCHORS .SEE NOTE 13(D) - r' ,,✓ r J L.!-=:•— `r! SEE.SCHEDULE ON ON SHEET 1 'SEE NOTE ITh) •' POURED CONCRETE ( POURED CONCRETE'. ON*SHEET t D OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK , REQUIRED REQUIRED 9 KEY 19NE MOUNTING INSIA LATION OPTIONAL POURED ..__^•c ' � MO M M A"Ur DLSIA ARESSVRE:+64.-72 pel coNCREtE L'_`J HV 1�IA�„L F1=0Q$ INSTALLATION © HV WALL WALK—OVER INSTALLATION wucwvu SHUTTtR mar B•-D• REQUIRED gJ :HV RAINGUARDNI STALLATION t HI OTE•'FOR COIABIN81MN OF SECTIONS R �• �REMOVABLE WHEN PERFORMED THIS INSTALLATION SHALL. N E.D. EDGE DISTANCE !SEE IMITATIONS OF USE FOR [� 1-SEE.SHM 4 FOR'1`rPICAL SHUTTER (SEE'SPECIFICATIONS ON SHEET,:]) ADJACENT TQ.AN'OPERA6tE.EXIT '---+ INSTALLATION DETAILS W/. HV BLADE OR ENTRANCE .BLADE AA ON.SHEET t9 ��J ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED A� r - IN ANY WAY To SUIT ANY INSTALLATION. lit{+ : rvt I `'�"�„ FLORIDA BUILDINGCODE(Non High Velocity Hurricane Zone jttr �,�5ty��r _""'.r v.•rt 092017 EASTERN tdETAt;•SUPPLY:INC. 42017-TILTECO:'iNC, BERTHA H TM ° z ■ ""/"'FIs Accordion Shutter_S stem b�: ■'L .E C Q INC; AnSiS.A. iKV.'MNX#1 W/OR W/O W.V. 1MNM B14C.1E TlLLIT TESTIhlG &.ENGINEERING COMPANY ,Amerloan Shutter Systems DESCRIPTION OAT DRAWN BY: LG Association, Inc. i OLD 1s-085 7j27/1 are ,07/27/17 R I\ Ap 6755 N.W.a6u,L-Ste 306.VROOLIA GARDENS.FLORIDA 3110 w-�,s. .......... Fntme:(105)871-1530.Fcx (305)871-t53r 4288 Westroads Drive 2 DRAWING NO. O1 , na2:,6It«eOpol.wm West Palm Beach, 'FL 3.3407 a NAl EB-0006719 4 17•-107' P.E. SEAL/SIGN . 1++1 WALTA.TnuT 41.P.C. iGNER ATURE/DATE A! FLORIDA Lic.If 44167 5 ..SHEET 6 7 OF 20 S 18(^ '}'` ��/ \/ SEE NOTES ON LOGONG RODS Iy HV LOC" or 2(�. -r `` INSTALLATION(ONS 'YY I Hy *$AND ALTERNATE HV LOCK®aid.SHEET 5, o 7 ...90 ��N EXISTING CLASS BLADE SLACK-DETAIL NVF IS VAUO.FOR ALL GLADE W HV CENTERMAATES CENTERLIATES APPOCA1roN WITH BLADEC1 O R Soli 'EHD Al�ONNI:�j01�1 t , @. (1S on 'EXISTING GLASS — — DETAILS O- SHEETS '10 do 1># j 2'.2•X1/6•X0'-2 i O+®DR®. cR 1 , 7 ,/4• ,• 6 1/2" 7• {608,'To AtlaTt AlUNL !OPPOSING SYMMETRYCAL ANGLE w/(2) 1/4b TAPfAN 1/2• OR�.< s ANCHORS O CONCRE,E _CEN R ATES ` GENTER ATES {iaPJ601T0Ai).k ` @r0rala•`S.ALs:® i2' W/ HV LO K a o ! Q M[N.SEPARATION (4)I/1Ort/2'5.61.5.10 TusE O.C.FULL LENGHT. W F{'�/ L CK Or TO GLASS ( AT EACH ANGLE t1YP)- * $ I ONEET SHE01,1) — _ ----- - - -- - - _ -------- ---- OR __ - --- 2 «. (p� NVB OUT «« HVC 10•1 b ©� 13 on 11/„U oa HVA A y 5 0R�°R O'O°®°P D "�% EXtSRNG GLASS POURED CONCRETE AL 6�•0,@'El 10•(,_AOR Sas 1. OR _ rR OLIR o BiaCk tYtnCL , g"Q'�QQ,Q�RI SYMMEfRIC4L — IN. _ 'C 'd�'�t7O'�" raiN.sEARA;,oN � i EXTBTRLG GLASS ., «Q=��19.� GLASS eENTERMar S* r �Q= (SEE SCHMULE HV LOC OPTIONAL � DR ) '•,:J+®oR I�9 ' ON SHEET il} {{ 7}I_— ^ * INTERIOR MIN.SF3TAFiATKTN ®♦ TO GLASS I N OPTIONAL rr :(SEE.SCHEDULE - i ON SHEET]T) `OPTIONAL) T. _. _ _—.,— .-- -._..�_ - _ -,—.., T�G NCRFfE 1 f ANCHORS 90 OR n3 X 0'. _ * « 1%h1 w.1')•/j o U 6 1/2"NAC.SLACK 1 OUT 5 (Ex,TRioR) HVE kJ HVF** HVD ,,,,,,..,,..,,e�` FLORIDA BUILDING CODE(Non .High Velocity. Hurricane Zone Ayy �Q• LG^I 02017 TrLTECO,RIC. &12X17 EASTERF7:METAL SUPPLY,INC. BERTHA Y,l An S Q A Accordion Shutter System r ■ ■ H V MADE:#1 W/OR W/0 K.V.t NNW EIADE a €J * American Shutter Systems i 71LUT TESTING'& ENCINEERtNG COMPANY y EV. DESCRIPTION DATE DRAM ar: LC: 0 Association, Inc. i OLD 15-085 7/27/7 DATE: 07/27/17 <T� 6755 NW.sow:SL Sm.305.VMWA aw0oa,FTLROA.ills 4268 Westrogd5 Drive z Phone;{3X5}877-i53D.Far,.{30.5j57t-t53i DRAWING No. \ ITy o �:telecoo ulcom West Palm Beach;.FL 33407 S S�pNAI���'Ii1 Ee-o0G67,s 17-107 ti�)V A/FA,T"rt1. VtALTi:TY A T1LL,r Jr.1'.E P.E. 5EAL/SIGNATURE/DATE FLORIDA Uc./44167 5 SHEET 6 8 OF 20 ALTERNATE INSTALLATION " " LOCK 0 V L F L » LOCKS CENTERMTES8 9 LOCKER V BLADE SEE END .aC NNEMON QEWLS ON SNEM iG& 18 INSTALLATION { HHV BLADE i'-EXIOND W/ HD CCNTERMATES t _t3`� Ol4T !f9 6 ADc,(1,^�"�' AS WELL AS UNNERSAC FtndMO BLAO[®OLTA1 H00-KvT). INDICATED ON7195 SHEET,MAY 8£13SaII NTn{ti64 u: DIST n DETAIL Hvo SKo I s LEI S�ERQ WALL CONNECTION ml.S.ON SHEETS vo& 1s o Ow/ Aer x zrn/6•.v;x 8O.�"'� �®�e�5 35* 35 taws-xo iuLw}uw: (t� ) Orrs 10 i„__,,,____.__,... , tovnorw:) 4# roaDONN.) AT Ual AY0.G tT,P) _-__.______________---...,�N___.___._ IN_____ is}nwz 5".S.m�Tu&c � f�o�ac SIAS FULL tntiri. * 30 HV -(I)W-57 7 V4 n}isHtTip} x tsss scKTaac 3 LOCK{INSIDE) 1 �_. y 5 5 28 29 1 Q"'" og a• xsr- 5 31 oa� 33 3 r as 3? 31 Da 3,oa 3 GUT * .� 35* 2 1/4" 0-20 x 1 '1/2" S.S.M.S. 4 35 (oFt,avk) u *5EE NOTE=,,F0RLOrK@ OUT BDC-HVC w/ z/s"� X .x/32" wlNCNUT. t6PTwxut}tll�#iYALOCK. S1 Mtv1ETRICAL HD CENT�RMATES �YL/TR ACRD C NT RUMAT E,S HV"T" LOCK (OUTSIDE) W/ HVC,* L� LOCK fEXTER{„t�, &.•r.:SFRRS'94 ALUMW (2014_73 ALL"URGE FLANGE T" V:/mt✓n s'm NIRSEnT.PAIR f 0020. 4).6-6-6-6-6 -,' ).6-©^6-©•6w AS 6MN11FACTURFD BY mEL CKEKRY V L7 Twom,PA<SOIPEW.NEW JERSEY ©.70..©a�.• •®w 07054 OR EOLUL. V �E DI E 3 ,Q * pglaglarxsoKS"o"S NLD MR All.CIDMWES APPUC Wn3 MSM ELAN O HD-0-11VD** FLOATING STACK FLORIDA BUILDING CODE(Mon High Velocity Hurricane tone 4 .......... +n'+ 1 2017 EASTERN METAL SUPPLY,INC: `\ \\C+�NS' ✓""� ©2017 TILTECO,INC. ,� BERTHA 0. a•QA An Accordion Shutter System 2' '�C'C? 1iG. M i H.V. RAW#1 W/OR W/0 RV.WINDOW DOW WM ! TILLtT TESTING & ENGINEERING COMAliNY" Amertcon Shutter Systems ♦ Y DESCRIPTION DATE DRAWN 6Y: LC p '•'t(/'py 633s5 N.w.36th:St.,sa 304.VIRORM-4ARDFNS,FLOFMA 5516 J'1$socioftont. Inc. 1 OLD is^o$$ 7/27/1 DATE: 07/27/77 S P:,�;(sos}e71-7530;F.x.(305)871_1531 4268 Westroods Drive z DRAWING No d`j ......... �\ ,1% a-mal:lnecR0991sOm West.Palm Beach,, FL 33407 s 17-107 _ANAL E� alt ER-0006716 "•IJ/JJJNJI7 wALTER A nLLTT Jr..PX- 4 FLORIDA U.f 44167 5 SHEET P,E. SEAL/WNATURE/DATE a 9.0F. 20. POURED CONCRETE OURED CONCRETE POURED,CONCRETE h POURED CONCRETE OR ? r x� - OR CONCRETE Jl OR CONCRETE ,'\ OR CONCRETE _ / _ CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED �, BLOCK WALL REQUIRED } �, r �.__,.. ' REQUIRED ll "` rr ` r' EXISTING CLASS r" EXISTING GLASS V ;r r� EXISTING GLASS CONCRETE ANCHOR'S �" .EXISTING GLASS � g 16 P.C. MIN SEPARATION: < /?. TO GLASS-(SEE 3 IAN.SEPARMION ,rt- W.N.SEPARATION I1 i'' MIN.5EPARA71ON r�r SCHEDULE ON SHEET /•. { ^` SM EQ ::1�EQ f TO(LAS'S(SEE .• 11 FOR SI.AOEOAND 70 GLASS Si TO GLASS SEE SCFiEUAE QV SHEET 1/16 x3 MAX. CR STREET i9 FOR ' f tS I FOR B HEDULE ON-LADE0 ! �i i, t SCHEDULE ON SELT I 11 FOR wot:OAND (6063-T6)CONT. GLADES(D&,� CLJ SHEET 10 FOR 1/2,.r. 1i FOR EL.AM 0MID ON STET 19 FOR ALUM.CLOSER l ON SET 19'FOR (LOCATE AT?111.. [LtJ)FS Q}&dN PLATE.(LOCATE i/2 ' \ RAtzs O&� T eL/J}£SSadi Qj) IDE AT EITHERRFSIDE MIN T ' ) ' 4 USE 1-OR 2-MAX._ N10xr1z•S,1A.S. .. ,. _.,_�_ .(AS APPUCBLE)x2"xt/8"x0'4100� ALUMINUM CUP ANGLE 0! 16"O.C.® 18' t 4 (6063-T6 ALLOY)AT MIDHEi; (1)#10x1/2'S.Ms.Ta(}" (2)1/4"P TAPCONS ANCHORSWALL AT I.O,C.{LOCATE ASEE DETWL%FOt� 'SIDE CONNECTION ) OR } EITHER SIDE DF®) R SEE DETAIL X FOR TO TRACKS0aa O a wSEE:DETAIL X FOOR SIDE CONNECTION 1 R �• 2 w 6.7 w s v tD SIDE CONNECTIOa�vTO.TRACKS « w 6..7.«a 10.@aA O•�`1m ®a • v TO TRACK '19.®:8.8-©.®v 10•�v©•YJ°"Q•�w ©;O:�v©.(�7 .�w �v�'`t✓`V+�w 0 0 ©«o•o �w o a,r� �Ao o �� �=�w�=a«o �m o Arno as yew ' g+7 6 7• 6'7 •AA'^3� t�6�•7 + 8 A-8d+.,r1 �`�mt;y-v✓'"O:J"LJ a, ©•.�gw 1®w�°'®`�°' ®'�l7'°'N..N'v✓°'.®•�°'. ga'.�°°�`�°'\,3'•Y.:+"�'� g. Q. t • v o•®��"�wc�-®mom o`�•�•aw�•�w®•� o �w �wc� ND CONNECTION DETAIL 1 END CONNECTION DETAIL 2 END CONNECTION DETAIL(3 END CONNECTION DETAIL 4) i REQUIRED ONLY FOR SPANS GREATER THAN 12•-0" r-POURED CONCRETE OR EXISTING 771 ,• CONCRETE BLOCK WALL �, �^EXiStING GLASS i' y REQUIRED GLASS MIN SFPARATIQt f� TO GLASS :' �' @ 16'O;C. MIM SEPARATION (-'/ a�""` <^ .,' _ OR@6R {, SclfraxE ON SFEET { V 1t FOR RADE tO" CONCRETE i - 1/2'MW: TS�J1EGl0.E qN SFtEET __________� '•" _`__ s 11 FOR RADE(i}AND % ON SN1II}g.FO4. ANCHOR.@ � F __ 'I OR 1 ?CONCRETE' i MAMO&(D 12'D.C. j + 5 ON SHEET 19 FOR- 4 ____ .ANCHOR ,r: S / fE4 MACE5.O&@ I OR(. I til @ 16' _ tEi j O.C. -_% 1/2 MRH. -� f fi� - . .._„" CR H@OR(DOR ED 2”MIN. ,"'; <• ' f f 2"MTA,,} j SFE Lit. nOONNS OF USE FOR SEE U t�ON SHEEP 19 .�OR OR�.OR�OR� bR �, PWA r i DETAIL X POURED CONCRETE OR • I i0�".®v '��'.�v (D . END INSTALLATION CONCRETE BLOCK WALL REQUIRED O 0 )(D ® HV BLADE OR HV WINDOW BLADE .INTO ©'t� dwCG?'O-+mow ®'� C '� '4w CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL ®w® «fl+�' ECTION OETAIL6 wt� FLORIDA 6UILDIN6 CODE(Non High Velocity Hurcicone Zone' ,tit„ 4• :„ 42017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. \CEPd,�F y- BERTHA Wit, 1 1. E C Q # A.S>.S mA. Accordion Shutter System H.V.'MADE#1 W/OR W/0 H.V.WINDDW MADE " -o.�^ American Shutter S terns ;ct.• t TiLL1T TESTING& ENGINEERING COMPANY C. cv N Drsc5-aN .DATE DATE- RY: Lr- nfiInt,-p A930GIOtiOn,, IAC, t OLD 15-085 . 1/27/1 DATE 07/Z7/17 d F e3ss KW.]6!h St.su.a a,x aHu ceADD+s,namA Isla r ( 11 Ph :(305)571-1 :{305)871-1531 4268 WestToods Drive z DRAWING No d NAL '` 11 - mea.ukw000t West_ Polm.Beach, FL 33407 3 SO.,...•••��'llll WALTER A. P.E. 4 17-107 ``irrlislr FLORIDA U./44167 5 SHEET A.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SQUEDULE i1 AS F a0EDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR 'L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" �<•TT�(�p} LEGEND = (ft.). FOR INSTALLATIONS,W/ OR "L-" (ft.) FOR OR •'L (fQ INSTALLATIONS - CENTERMATES &�1, or or INSTALLATIONS W/ W CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ONE H.V. LOCK U or U or or & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN:PRESSURE RATING, HD LOCK W/ NO LOCKING RODS or ONE HV:LOCK -ar�or 1(� L-:MAX.ALLOWABLE SPAN,FOR'A-CrvEH NEGATriE CENTER W 28 29 W/ ONE W/ NO LOCKING RODS OR. Wf NO LOCKING WALL A. 8, C. 0, E, M, N,,0, P. Q. A.S.D. DESIGN PRESSURE RATING. ODS 'MOUNTING F, K & L R. S, &V, 107" LOCK 30 W/TWO LOK NG .(SEE NOTES t,fit) v Q - (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR �' (RtXF TOR tt0UNT1NG 1 .RODS 35 TOP &,BOTTOM" EE 5t1EE7 7) FLOOR/CEIUNG G. H, I; 11, J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING:. NN��TTFFq ++����� 0/� CONCRETE&WOOD MOUNTING f;QNCRETF&vuw .Yrtio INSTALLATIONS Vk3O CONCRETE 8E M uwxmuM CtVEN A POSIThtE AS.D. DESIGN PRESSURE RATING, ASa DESIGE - CH + aSM.OEM INSTALLATIONS DETERMINE'MAXIMUM SPAN"L+":FROM SCHEDULE, PRESSURE WALL MOUNTING FLOOR CEIUNG E WALL MOUHIND PkESTiIRC nwR CEUNG'MOUrawa ZAv+G ! GIVEN A NEGATIVE ASID. DESIGN PRESSURE RATING; R4')MRi NOUNRNG . (PnL) OR - ..FLOOR/CEIUNG MOUNTING -- DETERMINE MA)fUdUM SPAN 'L-"FROM SCHEDULE. FLOOR ALI:.'NOUrI11NG -L 4 (it) L-(8), L+ o L-{6} L£ (6} L-{6) L+ CTIl t^{B} IN MAAMUM SHUTTER SPAN'LL, OR N ITE FOR. 16'-0" 16'-0" 16-0" 30 . 16'-O' i6'-0" 1N5TALIL A.S. INTO WOOD SHAH.8E UNITED TO FlNAL M DETM ALLOWABLE SPAN IS E'L+' N THE iQ5 TIBC ASID.DESIGN PRESSURE RATING- MlNINUAI DETERMINED SPAN BETWEEN'L+'M'D"L--"- 35 14'-1G" 14'-10` 1W-2' 16'-G" 14'-10' 14'-10" 35 15'-2' 16'-10' 40 13'-10" 13'-1 q" 14'-2"' 15'-2" 1S-7O" 13'-10" 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45: 13'-1" 13'-1` 13'-4'- 14'-3' 45 13'-1' X13'-1" 45 13'-4' Ie-3' t Hv CORNER CENTERMATE$3 MAY BE USED AT ALL COMBINATIONS!N BETWEEN WALL MOUNTINGS 45 is-5" l2'-5' 12'-8' 13'-7" 50 12'-5` 12'-5` 50 92'-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEIUNG MOUNTINGS: 12'55 11'-10" 1V-10' -12-L' 12'-ih 55 ti'-f0" ii'-10' 55 Ti'-1' .11'-11" SHALL BE AS INDICATED ON MAdvDATORf CONDITION (j2 FOR A GIVEN POSITIVE A.S,D,.DESIGN PRESSURE ------ NOTE)/5,SHEET 5. RATING:: 8p 71'-4" tt'-4' 1.1'-7• 12'-4" 60 _ta'-4" 19'-4" 60 1O'-2' ..f 0'-it" 85 10`x10" 10'-10 11'-]" 11'-,11' 65. 10'-10' 1q'-10 65 9'-8' 10•-t' DETERMINE - - Lt+ MAX. SPAN FOR WALL.MOUNTING INSTALLATIONS. 70 10`-6' 1Q'-s- t0'-9" ?1'-5' 70 10'-6`• 10'-s" 7Q 6'-9" .. 9x4•. - L2+- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'--t' 10`-1" 10'-4' 11'-1 75._ 10'-1' 14`-1" 75 8''g 1 t EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10' 9'-10' 1G'-0' 10'-9" 80 9'-10' V-10" SPAN'L+'OR'L-'AND MAXIMUM A.S.D.DESiNG FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 85 9'-6 g' 6 9'-9" 10'-5' 85 9'-R" 9'-6' RATING: 90 9'-3 9'-3" s'-5' t0-1" 90 9'-3" 9'-3` OR CONCRETE BLOCK KEYSTONE BE UNITED AS FOLLOWS: OE)ERM)NE: 1- CONNECTIONS TO MOUNTING Li- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 g'-0' 8'-9' 9'-2' 9'-70" 95 9'-0' 8'-9" LIMITED.TO +64,-72.P-S.f.AND 8'-O" SPAN, SEE L2-u MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 6'-9" W-4' 9"-q' 9'-7' 100 W-9' 8'-a" MOUNTING M@ ON SHEET 7, INSTALLATIONS, 7058'-T T-1t•.: 8'-9' 9'-4' 105- 8'-T T-11" t10 8' 4' 7'-? 8'-7" 9'-2' 110 W-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAt4 15 EQUAL TO THE 115 6'-2". Y-3' 8'-4' 8'-11" - 115 - s'-2' 7'-J" SEPARATION T0. GLA'SS.. SCHEDULE MINIMUM BETWEEN'Li+", '"L2+", "Lr-"AND 'L2-" 120 6'-0" W-11' 8`-2° 8'-9' 120 8'-0" 6'-11" (4)GO TO ANCHOR SCHEDULE WITH ANAL MAXIMUM 125 7 a0' 6-8 8-.q' 8'-5' 125 7^10- 6-8" ALLOWABLE SPAN AND NEGATIVE ASA.DESIGN 130 7-8' 6-5" 7-10 8'-1` ,30 7-8 s-5" WIND ZONE PRESSURE RATING,TO DETERMINE MAXIMUM ANCHOR 135 7-7" 6'-2' T-9' T'-9' 135 7.-7' 6'-2* MINIMUM SPACING. 140 7'-5. 5'-11- 7'-7' T-6" 140 7'-s" 5-11' ASTM E-1996 SEPARATION 145. 7'-3 V-9' 7'-5 Y-3" 145. 7'-3'-.. V-9" TO GLASS 150 W T-2^ 51-T T-4• _T-O" X150 7'-2' 5'-7" 155 71-0` .S'_-� �7'-2' -6"^9' 155. S'-5' 1 T}{{(J 3 >' _ Y60 :'8•-2 7-1' - 6'-7" 160. 6?-11`E170 ' " . 165 6'-:10` - 5-1" 7'-0' W-4" 165 6'W-9" 4'-It' V-13" W-2- 170 6'-9'175 6-7" 4-9' V-9' 6'-4' 175 6`-T6'-s" 4'-8' 6'-8• V-10" - H`V BLADE 185' 6'-5' 4'-6' 6'-7' 5'-8" 185. 6'-5'S'-6' 190 6'-4'195 `W-3'20p 6'-2 ;-2 G-4 5-3 20p 6 2•205 6'-/" 4'-Ti-3s-f2056'-t' "'"i. FLORIDA.BUILDING CODE(Pion High Velocity_HUrricone Zone * { E - - C�.20T?EASTERN`METAL SUPPLY,INC. 9201?'RLTECO;INC. 1 Gsrrus '•:`'�= I_R..--- t¢B HA HYTM ;0 A S. Accordion Shutter System { * M I L E C Q t a c.. ■ ■ i ■ H V. 61 pflE , W/OR W/o H V.tMhDCld!SAL1E �.,,�/ American Shutter Systems EV.N DESCRIPTION UATC CRON 6Y_W&Y. Lq. 'eE t ` TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27/1 DOTE: 07/27/17 Al 6355 ILK 38th.St Ste 305.NWNN GADENS,HOLM 33rd ��-- +4 426$ Wesiroad9 Drive z •.�,�--4 *3 Pnmu:(305)671-1530.foz:(30s)67:-1531 DRAWING No o3;of—G-L.— West ,Palm Beach, FL 33407 3. 1 07 Ss l��AL `G•+x'111 WRITER AOm67,19 P.E 4 - 17"' t!l 4r+� FLORIDA LI..+44167 5 SHEET P.E. SEALJSiGISATURE/DATE 6 11 OF 20 t t r r :Ill :1•i :rt f:: 'frt r f„f rflr aP 0: tr iql •: Br :al yr rf• qrt (.� .f d•r � • ot rrtTv�mmo �' '�• '�' 1.. r ®'®' '. "•r®'®'�r mot m'm1S7i1R=1�OR1 ��I1�I1R1I1mLY31�R1nR1R7R3m®i17tZO�i1C7Rl1miI7E11�A R�'EiR7R=ER E%9 • �7OOd ��®®� 0p[�EmEE�IIRI7E110��p�p®� O�R� ®��pA0R7 �� aA�� m�VERB 7E1E1RIim�iLlil�ilR1mE=ia�i1[!mm�ilElnR1R=mm�E1R1i1i1iRUUR3ERBItII�n mRFRi17 . 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(SEX MOUNINGS E.G.&H ON SHEETS 6&7) .ANCHORS TO SUBSTRATE SHAI:L.BE AS FOLLOWS: POURED OONGREIF.0010101E BLOCK POURED.CONCRETE {A) TO EXISTING POURED CONCRETE:(Min,Cc-3ksi} UM' E WALL:SILL: MOUNTING _G CEILING MOUNTING V FLOOR-MOUNTING - 1/4'0 TAPCON OR TAPCON WITH,ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I:TW.SUILDEX.(Mim Cc>3.':ANi) Q Q .. ;ANCHORS SPACIN• 'feTFNFT - t/4'0 x 3/4.'ALL POINTS SOLID-SET ANCHORS.AS.DISTRIBUTED 8Y ALL POINTS SCREW,EMT&SPECIALTY COMPANY.(Ni'n,f'c m 3.4s� SPAN(10 ..06t8i�NEG7Thf PRf.S'S E PANIC. 1 NEOOME PRWJK RAT= ,OE349 IECATNE.F1iE5sURE RAtWG 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.fe -"2_ksi) - --.•-..._ TAPCON OR _ t/4'0 TAPPER+ANCHORS AS,IA44UFAMRED BY POWERS FASTENERS,INC-ANO DISTRIBUTED BY All POUITS 5CREtiV,'BOLT&SPECW:7Y 30:40}00 ?5 90 i2O i6L4 205 30. +0 6D 75 90.120 760 205 30 40.:8tI. 75 90 724 460 205 TAPCGN YRTH AOVAA'GED COMPANY OR ANY OTHER APPROVED LICENSED ORAUTHORIZEDVENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14.. 12 t0 :8 9 a 6 5.3 t4 t2 t0 8 0 e. 6. -14 12 10. 9 a. 8 6 6' THREAOFORM TEGHNOIOOY - 3 ks). :.:37-O" 14'..-12 10.: 8- 6 8'' 6 6 14 12 10 ff: 8 .8 8 -6 14.'12. 14 4 :8:'a'. 'S 6- DLI.POINTS SOLID-SET OR CE55 14 12 t0 9 -0 8- 6. '0 14 12 10 8. 8 8 6 6 14 12 10" 9 .8 5 8 5 .BLUE TAP W/CAP NATES: t1 12 .10- 9 8 8 6 7. 14 12 10 9.'8' 6 6 6 '14 12- 10 9 6 .e 6 '6 ".- TAPPER. A,1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON:WITH ADVANCED THREADMIod TECHNOLOGY:ANCHORS AND TAPPER+ - 14. 12 %}0 9 -8 7 5.5 3.5. 14 flo I8' 9 8 8 S. -6 14 12 90 9 8' -6 6 5' ._ ANCHORS 15 t 3/4';.AND FOR BLUE TAP W/CAP ANCHORS 15 1 1/2*, .4•-0" 14 '.12 10 9 8.. B' 6 .914 107-9--a 8 6 :8 74 '12 1D' 9 6. B :BSS t4 t2 10 9:.8.- a 6 + 7+ tD 9 e s 8 43. t4. t2 t0. 9..8. 8 4'3s: A2)MINIMUM EMBEDMENT OF 1/4-0 x 3/4'Atl.POINTS SOLID-SEH ANCHORS-SHALL BE 7f$'-M270 THE POURED CONCRETE.NO EMBEDMENT 12 10 -9. 8 8 6'3.5 t+ 10 8 e. 8 6. 5:5 14 t2 10 9 6 Bm ti 4.5 INTO STUCCO SHALL DE PERMITTED: 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG:MINIMUM SHOULD STUCCO 7412 t0 '9':73 SS J.5 '- 14 10 8 '6 :8 8 14 12 l0 9 8 7 5.5 4 •5EE uV„nA00N5oT`OSE F06 EXIST,AND 1'MINIMUM FOR WALLS'WITH ND STVGCO, ii 12 10 9.. B 8 6- -6 74 'd0 9 8. 8 8 S.b 141,12 t0. 9 9' a 8.45. ON STs .T t9 14 12 70 9: 8 7 4- 14. .10 8 8:6.5 S 3;5 f4 1.L2 HI 8 8,5. 5 3;5 3 A3)IN CASE=dTNAT PRECAST STONE,;PRECAST-CONCRIETE PANELS;PAVERS.OR ANY VENEER Be FOUND ON THE EXISTING WAIL OR FLOOR;. -14 :IZ 10. 9 8 J.5 4:5: 14 t0 9 6 :6 6 4•S -.44 72. 70:.9 B 8..4:5. :75 ANCHORS'SHALL.6E-:LONG'ENOUGH'TO,REACH THE MAIN STRUCTURE BEHIND 5410 WALL FINISHES.ANCHORAGE.SHALL BE AS INDICATED ON R .12 10 ,79 8 4.3' -- 14; -10. 8 8` .87. 5:5 4. 14 12 10 9'. 6 ,G.'4:3 3,5 NOTES AA)&A.2):ASOVE FOR;INSTALATIONS ON VINYL$IDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER,FOR 't4. t2 t0" 9 9 B '5 14' 10 8:. 8 '8 6 5 14 12,"10 9 9 6S 5.3.5. INSTALLATION INTO:E4?WITH METAL STUDS SEE SHEET 20. 5"-4" 14. 12 10 '9.75 55 3 - 14 10 8.5 T 5.5 4..:3 :14 12 8: 0.5 G5 4 3-- (9) TO COSTING CONCRETE BLOCK:(ASTM C-9C).14 12 10 8 -8 6::- - 14 10 9 86.5 . 3:79 14 12 IO:8.5 8 5' 4 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFOREI TECHNOLOGY ANCHORS,AS MANOFACTURED BY NT.W.BUitDEX: T4 12' a6,6s.5 3 - 14 70 98 6S 4S.3.5;'74 12 10-. B 7 5. 3,5. 3 - 1/4'0 x 3/4"ALL POINTSSOLID-SEH'ANCHORS.AS DISTRIBUTEDBY ALL POINTS SCREW,BOLT&SPECW.TY COMPANY. 14 12 10 ,9 a 8. - - 14 t0 9:..8� 7 5 4: '14 12':10 s 7S &S 4 3. 1/4"O,BLUE TAP CONCRETE ANCHORS W/CAP:AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC: 7� " aa' 12 10-.d 6.5 s - t4 :9 7S' 6 4S 3S. '-. T4 40.5 Y SS 4.5:3.5 -:t4 :12 IO;69 7 4.. - -' 74 10. 9 7.5 5.5 4 74 :12 9" .7 75:'4.5 - - - 1/470 TAPPER+ANCHORS AS MANUFACTURED$Y-POWERS FASTENERS,INC„AND DIStRl6ttiE6 BY A11,POINTS SCREW,BOLI&SPECIFITY I ti, 7 5.5 I:S - 1S 12'10 9-75.5.S 4 - '7+. t2 9 7 :6'45 :3 COMPANY OR ANY OTHER APPROVED LICENSED:OR AUTHORIZEDVENDOR REGISTERED WITH THE PAIEPoCAN..SHUTTER SYSTEMS ASSOCULTION,INC. 1+ 12: 10' ,9 8 6`.5 - - 14 -12:.+4 0' S. 6 4 14�12'10' 6 BA :5; 3S o NOTES; 14. 12 65 �T 5.5. 3- - .. 14 12 .8 6S 5:5: 4' 3 "- 2.5 9:5" 6- 5 4 3 ..,.- 'B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.SLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14, 12'95.7,6 6. -. 14 T2.9S: 8"14:5 3:.:- 14.:T2 -.e- 6.65 4 - WITH ADVANCED T14RMFOW TECHNOLOGY ANCHORS 75 1'. 13 9S 6S -3 35 - -r 14 12. '10 a 1S 5 - ^ -:'i4 12 9 65 5":4 .g,-O.. 14 12 10 9 8 - - - 14 12 10 .9. 75 4,5 - - t4 12. OS 7 5.5 4 - 8:2)MINIMUM EMBEDMENT OF 1/4"0.x:3/4'ALL POINTS SOLID-SEF ANCHORS.SHALL BE ENIRkl,Y EMBEDDED INTO THE CONCRETE$LOCK NO I 115 a5 6 4 - 14 it 7 55 5 3s - - 71 a 55 4,0.3,5. - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD•STUCCO. 14 12" .8 8.S 4,5: - -. 14 12,SS 7 5.5 4' - - 14 HIS 7 3.3 6 44 - - EXIST.AND 1:'MINIMUM FOR WALLS WITt1 NO STUCCO. f_8"8.5 S5 4 - - - 14 12'' 9 7 6 45 - - 1# ft .7' 3A 4:5 3S 14 12 10 9: 7 S - - 14.-12:.70 8 9.5..5 - 14 12 8 6. 5 4 - 8.3)IN-LASE THATPRECAST STONE;PRECAST CONCRETE PANELS,PAVERS OR TWIT VENEER BE FOUND ON THE POSTING WALL OR FLOOR, 10 OT 14 10.5 7 5.3.3 - - 13 95.65 5 4 3 - .f0 7S ,5 4 3 - - ANCHORS SHALL BE.LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 174.1t 7S S:s: - - - 14 71.5 9 6 S: -4 -: 25 8S.9. 5 4. .4 .- NOTES'B:1)&8.2)'ABOVE FOR INSTALLH170N5 ON VINYL SIDING OR PFS WITH OR WDNOUT METAL-:STUDS-CONSULT THUS ENGINEER I B -:5. -. - - - �- 1+ a2 '8 S. SS. 4 - 13..70. OS' S FOR INSTALLATION INTO EIFS:WITH:METAL STUDS SEE:SHEET 26. 114 t4' f2 10 -_ - - - ^• 14 :12 -.9 7 6.:4,5 - 14.10.5 7 SS 4S 3.5 - 9.3 S �, - - 12 9 B 4,5 4 3 - :9 7 45.3.5 3 (C) ANCHORS.SHALL.BE.INSTALLED FOLLOWING ALL.OF THE RECOMMENDATIONS AND.SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.. 14 40 7 - - - -. 14 LOS 7 5:5.45 - - - 1.5 8.5 5:5..45. .7S - - - (0) SEE SCHEDULE BELOW FOR EDGE.DISTANCE.(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. .. 85: 5" - - - 12' 9 6'4.5 4 - - - 14' f2 t0 :- - - -+ %4:12 8 6.5 5.5" - - - IT 1D 6S 5 4 - - - EDGE DISTANCE V,�,jU5 SPACMG SCHEDULE FOR ANCHORS 12'-0* 3.5 - - - 8 6' 4 3 - - - MNOMVM ANCHOR SPACINGS ARE YAIJ0 FOR EDGE DISTANCES INDICATED BELOW.FOR C.D..LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13 9.5 8.5 6 4 - - 0.6 8" 5 4 - -- BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. t0.5 7 6.5:4,5 - -.1t 85,55.4S 3.5 - - REDUCED.SPACING.OBTA04ED�.USING FACTOR SHALL.HOT BE LESS THAN MINIMUM SPp.C1NG INDICATED FOR EACH ANCHOR TYPE, ,4 11.6.6 0 5 - 12 9 6 43 4 13'-O' _ _ - 10 75 5 4 3 .. 75 5.5 4 3 - ACS L POINT SOLID SE? BLUE TAP W/CAP oS a - - - - - TSN. TAPCON iM17TN AOvANCEO FACTOR TAPPER + 12 9. 6 4.5 4 - .--9.S 7 5 4 - - - THR£ADFORM TECHNOLOGY. MIN, PACING 14 9,5 5.5 5 - - - - 05 7S 5 4 - - - - ,4 V A E QR DICTANCE 1+ 72 - - - - 14 t05.7 S.S - - - - IT 6:5 5S 4S - _ _ _ E.D. BMW-SPACING m 3' MIN.SPACING=3' MIN. ''ACING 3 1/2' MIN.SPACING+•3' 3 3f4•' 4' 14•-O 10'. 12 - - - - 9 7 .7 3S - - - - 7 5 33:3 - - JJV BLADE POUREO-CONCRM& pEAPM 07N7ETE OORNOREM SIODC POURED CONCRETE A POURED CONCRETE&FWD GMWM U.N1O'+E7E SEEK -..- CONCRETE.BLOCK MR E;31fr MN.ED-2 I1r. CONCRETE.BLO�K CONCRETE BLOCK 18y EAA31/y OL:EA-=21j2' 115 8 - - _ _ _ Jt 'e 5.5 4.5 - ? 9 6.5 i3' - - - - - Fitt D' tdH..EO.�S- }L`L EO.-3 t LIN.EIL 7,5 - - -- - - I- 121 9 6 _. - r - 9.5 7 4.5 - - - 3! 1.0 :0.9_0 1,0 0.76 1.0 0.84 1.0 14'-- - .. _ _ .. 3510: 6S -. .,.._ - 0. "5 3.: ., '-' BLADE WORKING T/ -' 0,81 -- '0.87. 1A 75-0' 9: - - - �.._-6s 6.5 + - = "' jN UNi&QLI,♦ ,2.2^2' __ _ - _ - �. ".... O:St .� 74.�_ _. � _ _ �_ _ ,4s a s - ._:._. -_ - e5 G "4.. - - -. - _. D.71. 7 - -:-. _ _ 15 es-S5 .. --:. _ - 8 &b 4S - 14 - - - " 125 95. B - - = To7S s' - - - 1.1/2" 0:35 - - - 0.35 ._ - - C- -7}. FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone . 477iE A14�L:.. t1, 02017 TI.TECO.ING. - -&T 2077 EA5TEftN META+SUPPLY;INC. BERTHA HVTM ,a a % /VILACO iI N C_ AwSwSAIIIII Accordion Shutter System Kv a"#, w/'at w/o H.V.WwM BLADEL # 0American Snuffer Systems TIL3.LT TESTING & ENGINEERING COMPANY. Y EV•N. DESCRIPTION DATE DRAWN W,, LC. Tq �F ;'* 8355 NW.MW St. S!.345.W ONIA GARDENS.FLORi4A 337 Association, Inc. I OLD 15-085 )/zrll OAiE D7/z7/t7 bI4A T t Phone:(305)871-1530.Fax;(305)671-1531 426@ Westroads Drive z DRAWING No i�^ t, 4a ? m e:tTlacoaaoLaaro- )vast Paim Beach,FL 33407 3 - f) E8-00067.19. '- 4 - 17-107 �' SHA"••,'•• �1Z� 4N WALTER A.TPLUT Js,PX. VV 1 / [�V FLORIDA lie./44167 5 - cJHE�T P.E SEA f !R➢7�U0 !!!/DATE a 13 OF 20 Mi t' ANCHM SPACING{iD.) tCHEPUL FOR A G NMAX. SHUTTER SPAN: ASD DESIGfi PRESSLIR EPiKG RRESPOND(NC AtO�INiiNG TYPE EOE CONCREM OR ZONCR� 13LO.K INSTALtAMONS (SEE MOUNONGS I,J.K 4 L ON SHEET 7) POURED CONCRETE POURED CON CONCRETE BLOCK ANCHORS SPACING_LEGEND I WALK OVERJ.& 1 TRENCH QRAINGUARQ MClUN1314G {(t}WALtjF1.00RMOUNTING QWALLfWA1JC.OVER MOtiN1)fitG SPAN �DFS6H�9NEXK cflESSUIE.wow .0.,OEM hu mE�`SU.C.PAIM W, .DOW K OM i PAIM .0M=NE_64TM PFII MSM RAnxc..:.. � N VATH OR QQ TAPCON RM ADVANCED TECHNOLOGY' 30, 401601 75 90 170 160 265 30. 40 60 75.90 120 164 205 30 40160 75 SO 120 160 205 30 a0 60 75 8O,120 760 2ii5 TALL POINTS TECHNOLOGY 14 tP 10 '9 a 8 6 6 1 12-12 12 12 is 6 - 7. 7 7 7 ) 7 5,5' 9 AL1,.:POINTS SGL)D-SET R US I4 12' 14 .9 8 6 '�6 6.12 :12 12 72 12 12 95 7 -7 7 7 7 7 7. 7 7 5 5 5: 5 5:'S S 5 -IES$.1{ 12' 10 .9 8 e 6 8 I2 12' 12 12 OS 8 :6 4S 7 7' 7 7 7 7 7 6.5::5' 5. 5 S 5:'S 5. 5 BLUE TAP 14 12 :t0 8 .8 8. 976 12 12 72 i2 12 10 TS 6 7. T 7 7 1 7- 7 7 5 5 6 5 5 5 5 S: TAPPER+ 74 12. t0 H 8 6 6 .6'.12-12 12"'12 7,5 IL5 SS' 5 7 7 7 7 7 7 3S 4. 5 5:.5 5 5 5 5 4 114 12,10;•9. e'. •a a 8 IT '12 72. 12 t2 9S 7:5.5 7 7-.7 7 �7 7 -7 7 5 '9. 55 S' S 5 5 12 t0 d. 8 8 6 6 12 12 .12 9.5 8 8 45'3,5 7 7, 7 7 7 7. 6.5.S 5..5. 0 5 5: 5 S $ 12 t0 9 a• :6- -8 6 12 '12 12' 12 10 75 SS: 4 7 7' 7 7 7'. 7 7 S6 5 3 5 $ :6 5 S 5 12. I0 8 8 '8 6 a 12 42 t2 11 9 7 5 4 7 7 7 7 7 55 4 3 5 '5 0 5 5- 5' 4' 3 12 10 9 8 _8 '6 8 ]2- i2 t2 12 :10 7:5 55. 4 7 7_ 7 7: 7'' 7 7 7 5 S 12'./0 -9 8 8 6 '6 12 12 95.7.5 '.6 45:3S' 7 :7• 7 7 7 7 S 3S 5 5 5 5 :5 5 5 -4 12 i0 9 8 8. 6 B TZ.12 /2 95. 8 G. 4.5. - 7 7 7 7 .7. 7 5.5--4 5 5 5 5 5 5 -..9 4.. *SEE ANCHOR 14 ,12 to 0 8 S. 0 6 12:12 r.5 0 Ls S.x. { 3 T 7 .7 7 7 4'.5 3.5. s 5 5-.S 5 45 3.5 » SPECIFIQATIONS .5.-Q. T4 :/2. IO 9 a -ii- 6 6 12 12 12 90' 8 6 45 3.517 7 7 7 7 7 7 7 5. 5 5' 5 S 5 5 5 ON SHEET'13 14. 12 10 s 8 8 86 72 12 8 :6. 5 4. 3 - 7' 7 7 7 7 S.5 4 - S 5 5 5 5 5 4 3 - 14 12 10 9 a 8 6 6 12 12 10 .S 65 5` .75 T 7. 7 7 7 6 4.5 5 5 S: 5 5 5 4.5 14 12 10 9 8 8 6 6 12 12 10. 6 6S- 5 3.5 - 7 7 .7 6.5 55 4 5 5 5: 5 5 t 3 - 7,-a' 14 12'I0. B B 6 '6 6 12" 12. 12 BS 7 S +.. 3 7 7 7 7 7 7 7 6 5 $ '5 :$ 5. 5 3 5 44 42 io '4 8 a. 6 8 12 10 BS.:5 4.5 3 = - 7 ;7 7 7 65 .5 3 - -5 5'`S 5 S S.3.5 3 14 12. 10 '.B 8 8. ,6 6 12 12 85 7.5.5 .4 - 7 ? ? :7 7 a - S 5 8 'S S 5 4 _0 VALID ONLY FOR UP To +7Q -^'�J .14 12: .10:..9 a. a.:e - 12'.42_85' 7 &ii 4 3: - 7 :7 7 55 45 .3 - .5 5.--' 5 5 4:5 35 :- PSF AS.D DESIGN'PRESSURE: t4 12. ao .a s e; 6 12 12: OS 7.5 6 45 ]5. - 7 7 7 7 7...7 7 -4 s s.. 5 RATING& FOR SPANS. PER T4 12 409 88 6 12 "9 6 45 4 3 - - 7 <7. :7. 7 5.5 4 - - 'S 5 5 S 5 S 3 - SCHEDULE jt3, SHEET. 1) 14 i2- 10 9 8 8.'6 12 11 7.S 6 5." 7S - - 1 7 T 7S 6 45 - 5 S' $ S .5 45 ^ 14 12 10 9 8 8. - - 12 1.517.5 6 5 3.5 - - 7 7 OS 9 4 - - 5 5 5 5 4.'3 - - 9.-a. i4' i7 10 9 B 8- - - 12 12 95 69 55. 4 3. - 7 7 7 7 7- 7 6 3 5 5 5 5. 5 5_ 5 5 1412 10 9 9'- 8 0:5 8:. $ .4 3:5 - - 7 7 '7 8 A' 3:5 ^ - 5.. 'b 5 5 5 4 3 Ti-12 10+ B 9 -B - 12 10 6,5 5' 4.5 - 7 7 7 6S S:5 - - 5 �5.: 5 S 5 4 - - 14 12 t0 8 8 .8 - - t2 O.5-7 5S 45 3S - 7. -'7 5.5 43 33 - - S' 5- 5'4S-3.5 t14 70 9 8 8 - 12 ,1 8S. 5..-5 3.S - 7...7 ? 7 '7. 7 4.5 - 5 5 5 5 -5 5 70- 9 8 8 95 7 4S 35 '3 - 7:.T ? SS-45: - - 5 '5 -5 5 45 I0. 8 8 .8 - 12.�9 6' 5 4 - 7. 7 7 6..: 5 5"S 4S 610 d: al2 9.5 6 5 4 3 - - 7- 7 5 4 3- - - S 5 5 4 3-570 a a '8 - 1210 7 5.5 4',5 3S - - 7.1 7 7 77 3S 5 5 5. 5 5 S. :$ 4 j, .��^�� R N 10 9 e: 8 '^ - 11 85 .5 4 3 - 7'.7 'B 5 , - _. '.5 3 5 5 , 3 \ I J' HV {,./LA�E 01 NLY to: 9 8 8 - 17 8 5.5 4.. - - 7 7 T 5$ 4S,I 5 5:. 5. $ 43 - - - \1/ ,4 12 10� 9 8 1:5 0.5 S,5'45. 3.5 - - 7 7 4:5.3.5 - - - - '5 5- 4:5.SS 3 - - 12�-0"14 12 40 9 B - - 72 9.5 6.5 5 4 3 - - 7 7 7 7 7 .6 3 - 5 5 5 '5 5 5 4,5 3.5 -- 14.12 10 9 8 8 6 4': 3 - 7. 7' S5'4.5 3S' 14' 12 10 9 8 - 70 7S 5' 4 = 7 7 6 5 .- - '5 5.:.5 5 4 - 14 /2 10 9 8 - --oS'8 5. 4 3S - - 7 65 45 3.5 - - 5 S 4,5 3S 3 - -. 13�-G�14 /2: 10 0 8- - -. 1:S e.5 6 A5 3S .3 - 7 7., 7 7 7 4:5 - 5 5::5 5 5 5 4.5:'3S 74 t2--,iQ ,g 8 7 8:5.3S 3 - 7. 7:. -:S 4 3 - 5 5: 5 - 74. 12' r4 9 8 - 9 7 45 .7S - - 7 '7. 56'.4S - 5 :5 5 45..4 r 14'T2. -f0'. 9 - f0'7:5. 5 4. 3 - - - 7 :64 ] - 5" 5 4 3 - - 14�-0"F144- a t2 10 8 - = 05 8 S 4 3.5 - - T 7 T 7 _7 4 - - 5 5: 5 5 5 5 4 3 N f2 to 8 - 65 5 ] - - - - 7 '7 5 3.5 _ - 5' 5 5 4 - -14 T2. t0 8 _ _ - &5 8S' 4 - 7 7 S 4 - 5:..S 5-:4 - - 14. 12 10 - - - -' .9 7 4:5 35 .3 - - 7 S5 3;_5, - - _"..- 5- 5 3.5 3 - - 75,-0^ 14 t2 '10 - - 10: 7.6 5 4 .3 4 3 t4 12 to - 6- +.5 3 7.':7 45 3 - - 5 5 4.5 35 - - - - 14' 12' 10 - _ _ 8 '6 4 - - 7'.'7 5 _ _ _ 5: 6 5. 4 - L T2 10 - = 8,5 S.S. 4 35., = 7 SS 35 - - - - - 5. 5.35•.- - 15-0°14 i2'f0 - - - - 9.5 ;7 4:5 35: 3 - - 7 7. 7 '7' 6 3 - :5. 5. 5 5 5-4S 3.5 f:5 3 _ 7.5':5.5 7s - - - = 7 "'A 4r ., - 1 - :.:5 5 4.5 ` - '- _ -' FLORIDA BUILDING CODE(Non 'High Velocity Hurricane. one, ..... jjj,:�. 02017 TILTECO;:IN?-. .. G72017 EASTERN METAL SUPPLY.INC. BERTHA H TM 1 1!» E C©mc. .AS. .S A Accordion Shutter System H:v Bl6DE#1 w/OR w/o fiv.WINnow el.aoe American Shu#ter Systems EX, DESCRIPTION DATE DRAWN 81`:- LC. TICCIT TESTING &.ENGINEERING COMPANY Association, (no., 1. OLD 15-085 7/27/r DATE: 07/27/17 '. .() c sass P;^36tt,St,Sc .14%VMW"cum4+S,AjW0A 3316 4268 WOstroods Drive 2 Phone x-{305}871 1530.'Fo .(345)871-1537 DRAWING No p A! <Gt 1\� o-mot t1teco0od wm West- Polm.Beach,•'FL 33407 3 .7��.Q.T Z. Vfjy +'74 •`+,\ 1411 EB-0006719 4 .. V 1.111, WALIM A.MUJT d.P.E. P.E. SE"I(C/3te URE/DATE FLORIDA Lk d 44 67 6 SHEET 6 14 OF 20 M ANCHQR SMI 0 (in.) SCHEDULE EOR GhrEN Mgx, SHUTTER SPAN. NEG ME ASD 'DESIGN �RESSUQ�RAiiNG'AND A CQRRESpbNDfNG MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16&17). a L_-J I^3 c=z-r F:;;;Z r T 6U5 ER NE:No. SPRUCE PINE 5 U C E PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE'PINE FIR:NORTH SPRUCE PINE FIR SOUTH t/2" MIN. COX MIN`iR 0.5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN.-G=6:43 W/MIN. G=0.36 PLYWOOD G-O.50 W/ MIN. G=0.43 'W/ MIN. G=0.36 MAXIMUM SPWI(R) WALE. MOUNTINGS CEILING MOUNT T .WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N. 0 g R FLOOR MOUNTINGS WALL MOUNTINGS. WALL MOUNTINGS:B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS W& X W & X W& X P &'0S&V S&V S"&V IiEOPRIBAa TRNG.(pf)30 40 '6D 75 90. 05 30'40 60 75 90 0§30 40 60 7590 05 30 40 .6D 75. 90 OS 30 4D 60 75 90 05 30 40: 90 75 90 05 30 40 60 75 90. 05 BD 75:90 05 30 40;60 75 90 05 30 40 60 75:9O O5 •_p'0:2 ]T:f0 74 3 8. $ 6 6 6 6" 6. 6 12 10' 10 9 8 8 6 6 6 6 '6' :6 72"10 709" $ $ 6 6 6 6' 6 6 6 5 4 4' c 3 72' )2. 12 12 12 i2 12 12 I2 12 72 22 )T 12' 12 124'-p' 12 10 10. 9 8 8 6 6 66." 6. i6 1210 70 9 8 -$ 6 6 $"6 6 6 1270 10'9 - $ 8 .6 6 8 6 6 6 6 5 4. 4 4 3 12 12 72:12[12 .12 12 72'12 T2 12 12 12 12`i2 12 12 10 10 9 8 $ :6 6 B 6 6'S.5 12 t0 10 9 8 8 6. 6 6 6 6 5 12 10 10 9 8 7 6 6. 6 6 6 5 6 '5 4 4 4. 3 12 12 12 12 t2 i2 12 )2 12 12 12 12 12 t2 0.5 12 t0 10 9' $ 6.5 6 6 6:6 S:5 4.5 12 10 109 8 5 8 6 6 .5 5 4.5 12 10 70 9 8 3:5'. 8 6 6 6 5 4.5 6 5 4 4 3:S' - 2 72"12 12 12X12 12 12 12 12 12 12 12 12 '1O 8.5: 7•.p' 12 10 10 9. 85 b 6 6 6 .5 4.5 4 12 10 70�9 5 3 6" '6 6 5 4 3.5 12 10 10 7 3.5 - '6 6' 6 5 4. 3:5 6 5 4 4 - :12 12 )2 12 12 12. 12 12' M 82 12.12 0.58.5 78'-0` 12 10 107.5.9.5 3 6 8 6"5' d3.S 1270 10 6;3:5, 6 65 :53.5 312t0 104 - 6 $ S. S 3:5 3 6 5_ 4 - - - 12 .12 12 7212.12 12 11 9:572 12 t.5 9s'=0" 12 10 10 5' 3.5 - i6 6 55 ,S 3.5- J t2 i0 9'd - - 6 ,6 4:b 4 3 3 t2 10 a 3 - - $ 6 a.S 4 3 3 6 5 3-5 - - " 12 12 12 t6: 7Z 12.71: 9:585 T2" )2 t0 $ 6,5 S,$ YO'-0' 12 10 7:5 4- - - "6 5 5 4 .3. 12 10 6 3. - 6 6 -4 .5..3 -.12 10 3 - - - 6":6 4' .S 3" 6 5 - - - 12 12 12. 12 1:59:512 12 JO. 6.57.5 12 12 9 7 6 S 6 6 4:5- 12 104;5 - 6 5.5;.3.5 - 12 10 �- - - 6 5.5 4 - - 6 5 - - 72 12 72'12.10$.5 12 i2 9.5 8 7 12 12 $ 6.5 5:S 4:S 6 6 4 - - 12 70 315 - 6 5 3.5 - - 12 10 - - - - 6 5 3�5 - - 6 S - - 72 12. T2 1.59.5 8 j3'=0" t2 10- Vt8 12 _10 - 6 4:5. - - - 12 7:S - 6-4S - - - S 4:5 - - i2 42 .12 i0: 8.5.7:3 12 i2 ,0 8 65.5:5 12 0.5 7 5.5 4:5 4' - 72 7"- - - .5 45 - - - 12: 7 - - .5 4.5 - - -- 6 3 - - - 12. 12 12 9.5 $ 6 1Z /2 9.57.5 8 415 12 9.56:5 5 4 3 6 - - - - 12 - - - 'S. - - - •• 12 - - - - S - - - 6 - - - - I2 12 1t 4 7.5 5 12 72 $.5 7 '6 4 12 9 6 5 4 6 _ 4-5 3.5 - HV BLADE OR d) BLADE W/ HV WINDOW BLADE WORKING IN UNISON" ♦SEE OMITAT"s or.USE FOR BLARE 0 ON SKEET 19 •F NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID W000 SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SIML CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/a-D.55(N.D.S) -1/4'4 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.RUILOE7, W/MINIMUM EMBEDMENT AS.INDICATED AT -DOUGLAS FIR W/G>0.50(N.OS.) EACH SECTION ON SHEETS 16&17., -SPRUCE PINE RR NORTH W/G=0.43(NA.S.) FDICERRON:SEE NOTE 2 8ElOW, _SPRUCJ2P1riCE�RPLYW000(1986 APAj.(N.OS.) 2:ANCHORS 70 HOLLOW CF7LING SHALL.BE AS PER MOUNTING TYPE U.SHEET 17 ANO SHALL.CON56T OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.AN HOR'S S SHALL_ BE H AIJ",FOW WING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE y7Flda/aaaraasr FLORIDA BUILDING CODEENon High velocity Hurricane Zone ,''1111_A�, - ..(�2017 EASTERN METAL,SUPPLY,INC. _V�1P` szo17'nL7EG0,INC. -� °Uc�ns�;•. 4.� I_._.LL.. A B T RV, 11. EG v 1tic, A■ Accordion Shutter System - FLY. BLADE#1 W/OR W/o.H.Y.WINDOW BLADE t VEIPI American :Shutter S stems t� .Qv TiLL.tT TESTING & ENGINEERING COMPANY o REV. LD lso-off 9A VAT-- 0 Lc Association, Inc. ; OLD 1s-obs 7/27/1 aATE o7/27/Ti BJ34 N,W.36U.St 5ta'309.xacua GARDENS.FLORIDA.33T 4288 Wes#roads Drive 2 .. A� Pnane:(sDs)s7t-7s3a.Fax:(3DS)871-1531 DRAWING'ND < 1:01"o-Loom :West Palm-Beach,. FL,33407 3 1.713;7 E0.TUH,B 77 N WALTER A 006!7 Sr.P.E. _4 e 1 FLORIDA Lie.[.44167 5 SHEET P E SEfC/3t&t4 A1UREf DATE_ 6.. t5 0 20 INSTALLATION DETAILS ON EXISTING WOOD. BUILDINGS. FOR 1 HV 8& 9-HV♦ BLADES AS APPLICABLE SHUTTERS + OR. L— f0 ! TiALLATIO S INTO WOOD VITH H BLAD Y SHALL WALL FINSH E LIMITE 05.0 S DESIGN SSU RATI S .. E _ N ,& 1/4'11 TAPCON OR AS . . DESIGN PRESSURE RATING f0 -ST -,_10 B WORKING UNISON I !' TAPCON WITH ADVANCED - I - ' THREADFORM TECHNOLOGY .f t" TZ. TAPCON.GR I,(1 t/Y MIn.PENETRATION 1 t-W/ 1 1 WTRi.ADVANCED TN OF THREADED TECHNOLOGY -T-- - I OF THREADED AREA TO ;_ - ` r W( 1 T/2'MIn.PENETRATION OF OF THREADED AREA TO EX75TlNG f ,�SEPp� I - � S, E)nsnNG WOOD HEA17E3T. t'. t WOOD HEADER.(SEE SCHEDULE ON SHEET 15) Ta CLASS(5[E I i - �;:/OR !, { 1, (SEE SCHEDULE ON SHEET 15) €,, �`I` r ( 1/4'0-20x3/4'S.S.MACHINE SGEDIAE ON STTEET _ I., I \ (� n (; r f iS SOREWS W/1/4'-20 N si eIZE'lD l o f2 OR l"�.. f �. I. / `�• Mfn. W 12'D.C. R ON SiEf71G FOR 1 �; i{+ 1 V I _ COSTING i Bt M W " GLASS-4 I ti WALL t t�2 I 1 l ( �OR.fN } JA { 3 E FINISH? % { ; t:.:N x Ii '` j,r-OPTIONAL it FINISH i (� GX —WALL f ISRNG MIN. 2x4 WOOD {�♦ €, ExiSTINC MIN. �. T HEARER flE0U01ED I -ti OR 'V" j 2 z4'�WpOD � 1qI` 9 9 HEADER REQUIRED (11 4 C4'I ( f! i�"0 TAPCON OR TAPCON WITH ADVANCED EXISTING t 1TAA SEvANATiCN I (' 9 I i f i _ f ` Y4 }1 I "'I Min.THRPENETRATION RA TECHNOLOGY w/5 1/21. 11 GLA55••.•e( To CLASS(SEE �.I 1 1. ? il. ` Yet, I I i Min. WOOD HEADERHREADE6 nREA To MW.SEPARATION TO GLASS �:}4 1 t --,S�E ON SHEET EXISTING tsa SGHEOULE'ON�SHEET�i i} I 'ON SHEET 19 FOR .kjL11ySCHmuLE oa SHEET is} ( BLADES & I --.. IPLATE CNT.SILL ( )HV WALL HEADER INSTA LATIO (�)HV WALL SILL INSTALLATION g HV WALL HEADER INSTALLATION T-- E 1 I EXISTING t MLN.SEPARATION TO GLASS I 1 I .�• 1 MIN.SEPARATION TO GLASS f CLASS--- EXISTING ,ryk`--(SEE SCHEDULE ON SHEET 1 T} 1 , (SEE SCHEDULE ON SHEET 1 i) x f MIN.SEPARATION TO CLASS I / 1 GLF+uS-� : EXIM—}. WOOD pL (SEE SCHEDULE ON SHEET 11) �. -. � -W000 PLATE I P ... j � M 2Qx3/4'S.5 •. •REOW. { 11 M .�,--X1/4?0-20x3/4 SS.. ( MACHINE SCRFWS j MACHINE SCREWS.W/ '(I. t* L USING 1/4"=20 NUTS f ✓ +'� WAIL I •'.. i t .11/4'"-20 NUTS 0'12"� � @ 12'O.G. 11 FINISH I l 4 ^� ( .1 O.C. 1 oR i S - / x4'CONT. Wtt} 1 11• U ! REV6 PLATE REQ'Tl . � � '• l —� - � � ,.f1.. �..,��; I"Min. 4 1 Y t f S Iy T'Nin. i tt 1 s[ 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1 \ it44t S jx THREADFORM-TECHNOLOGY W/1 1/2' /e.4 CONT F� tri.PENETRA110N OF THREADED AREA TO i t 1 i 1/4 o TAPCON OR TAPCON WITH ADVANCED i Jf 1 " "t 1 4f�-?-51CL PLATE. r IXG5T7NG WOOD NFSOFR: / 1/2" 1 ,l 1 i t 1/4"0 TAPCON OR (SEE.,SCitEDULE ON SHEEP iS) THRFADF012M TECHNOLOGY W TAPCON _ tQ D t I L Iii t "V i its Min.PENEiRATiON OF THREADED AREA INTO PLYWOOD THREADFORLM TECHNOLOGY i SHUTTERSHEASSEMBLY.T 4 FOR (CAL I i f 4,i if2•LAIN,CDI (} i } WALL FINISH 'SCHEDULE ON SHEEP 15)' EXISTING MIN 2 4` PLriN00D REO'D: , 1/2'Min,PET+MARCH OF 2-MOUNTING SECTIONS CAN BE t/2'MIN.COX PLYWOOD REO'p: STUDS Q 10-OC.MAXI Wptl FINIS iHRFADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO FCQ'0.PLYWOOD Tq BE (SEE SCHEME ON SHEET 15) SUR ANY INSTALLATION, RC�HV WALL SILL INSTALLATION EXISTING MIN.2 z4'STUDS c.16'O.0 MAX REO'q. ATTACHED TO STUDS IFL PLYWOOD TO.2' ATTACHED TO STU05 IN ACCORDANCE ACCORDANCE WITH � WITH SECTION 2308 OF THE F.B.C. SECTION.2308 OF THE O.k#Y WALL -BILI INSTALLATION ♦SCC llM ATIOf15 OF USE OF _ lr/HV WALL SILL iNSTALLAT,LON P.B:C. BLADE 1A DONS SHEET 19 prryy FLORIDA BUILDING COOS(Non High Velocity Hurricane lone `a1y1oil-- , k tj �T_'« O2o1T TLTECO.INC. 0)2017 EASTERN METAL SUPPLY'.INC. ~G BERTHA HVTM s`�iA A Accordion Shutter System 1,l. 'E {� �Nc ■ ■. ■ ■ KV MADE#f W/OR W/O KV W=W:RADE TILLIT TESTING & ENGINEERING COMPANY American ShUt#BI' SYSfetrisREV.;N W NR 51. 5b. pescwPRot1. nAi¢ aRewN BY: L.C. a A.,'• Association, Inc. , OLD 15-065 7 .DATE: 07/27/17 tC &735 mw.]6fh. 'SOS. fJ1II1"RhearlOfbbx J316 PRO-:(305)871-1530.Fax:("5)871-1531 4268 Westroads Drive 2 DRAWING Na mm1:uu«000m.oO. West Polrn:Beach, FL.33407 a /1 '« 1S-f1'`'•....... 'rT +}V ,1 EB-0006718 i.7-1{}7 V jJt V� 161 WAITER A TILLA Jr.P.E. 4 P E J4JR�/DATE FLORIDA u�.A 44157 5 SHEET 6 6 OF.20 INSTALLATION DETAILS ON EXISTING WOOD -BUILDINGS. FOR M HV TA HV# BLADES (AS APPLICABLE:} MAX SHUTTER SPAN L+ OR L— FOR INLLATIONS INTO WOOD WiTH HV BEADE 1 ONLY WALL FINISH SHALL BE-LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE BATING. S SHEET - 9 FOR. MAX SEAN & NI N. R INSTALLATION WIT + 1 f 4'0 TAPCON OR +r.6 {AS'n.)'.EXISTING / r j r� {Q 'ILEO --•-2'MIN. ��:' Z, WOOD s TAPCON;YtIiH ADVANCED SIGN 5TRUCTURALOADEQttACY / Yrl / DE BC. WOR G U...__ .EDGE(IF APPLICABLE) ` .� f THREADFORM TECHNOLOGY t ( I �„ Ytf t sI2•Min.PENETRATION 1/4'0 2053/4 S:S, OF EXISTING W000 BEAM ( r• OF TtiR ED AREA i0 1•. PHILLIPS TRUSS HEAD TO BE CERTIFIED I'ry EXISTING W000 HEADER. r /! // ( ! - k 1a;n, MACHINE.SCREWS REGISTERED ENGINEER OR /""EXt5TlNG WOOD ` ti(SEE SCHEDULE ON SHEET 15) W/i/4'-20 NUTS ARCHITECT PRIOR TO 'E ""'1-EQ - TRUSSES OR 'r9 12.O.C. SHUTTER INSTALLATION. f // t = i/2 1 f2• —,. RAFTER.*24" /', \ <ll/.. • ^ 19 /•f j t ��_ D.C.REQUIRED f 1t1OEt 1.:t i/4b TAPCON OR TAPCON WITH ADVANCED / /+ _- - f rF EXISTING SOFFIT .257• THREADFORM'TECHNOLOGY // t't I" /l~ "'"r 3/4"M..THK: y 1 2 ! r \ MOx. Wf f tf2 Mkt':PENETRATIQN % I I OF THREADED AREA Tq f F.Qr. Eq X14�/4'' Eq EQ: 1'z4'x1%6`CONT.ALUM.TUBE { ` i ORRONAL. IXt5TING WOOD HEADER. "" /�./� S M 5: (6063-76 ALLOY)W/ (� f (SEE SCHEDULE ON SHEET 15} r -' r 6 6 O.C. I 1 1 Or 13 or 15 (.ACEI iRAFIER URCREWS TO or 13 or 15 I LOCATE LAG SCREWS AT I t + MIDWIDTH OF EXISTING WOOD ( 'EXISTING MIN 2"x4' 1 1 I T MEMBER (2'Min.NOMINAL EXISTING--•4 HEADER REO D, 'OPEN HOLE AT EACH WtOTH)Wf 2'Min. GLASS iL MINSEPARATION TO CLASS STUD TO ACCEPT EXISTING PENETRATION OF THREADED ( (SEE*SCHEDULE ON SHEET 1i) GLASSY t ie 5/i6"p LAC SCREW AREA.VAUD FOR -"I AT CENTER OF TUBE. INSTAL' WITH 72psf -V i I"SEPAWXN, r I. MAX.AS b DESIGN LOAD ANIT 4 To =i� { N EX=G 1 uu SEvxuilW 9•-0 MAX.SPAN,THIS �S HV WALL HEADER INSTALLATION w SOHUAAE On!BEET I�} �s—, ��LSL> INSTALLATION Is ONLY VALID t tI FCR MAW o 'wp _(DOR W11 FOR FOR W'000 W/MIN.SPECIFIC CH S.W 1s MR GRAWW OF 0.50 AS DOUGLAS t—SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY - +� (5) 1 OR �41 FIR EQSOUTHERN PINE No.2. 2-MOUNTING SECTIONSCAN BE COMBINEDjT HV. CEILING i SN TA.LLATiON - OR QUAL IN AW WAY TO SUIT ANY iNMALLATION. - U. BY IL G INSTA LATION MAL WA10 OAM M"SR t 4R. i I MIN: I I L— TION MIN;SEPARATION TO CLASS EXISTING •r%= x ...} 0 CAGt55 ( '( EXISTING . (SEE SCHEDULE ON SHEET ii) _ ClASSONS1 ��T I(SEE SCHEDULE i 7 `✓ \ ION SHEET 11) I 1' t 1 ER T ANTCHOtt EXISTING II ylAu, - T1 LOCATION •'�, I FINISH - I I t/+"+J 6 7 ' ]f6 gtQx3/4'HEX GLASS--• } Kv- I -z"xs`MIN.t50. FI / u --WASHER'HEAD TEK. i i 2"R6'MIN.WOOD _ SCREWS 12"o.c . DECK'REQUIRED(NV 7 .., . . ALALLLOWED)NDECK I Y'. t .. FINISH ALLOWED) _' _.. �..--- -..�_.- REO w ! 19 EDGE OF DECK + 77� S.._.---•---' D _.�. EDGE OF DECK r / IF.APPUCABLE - _ - .0:"- � .---•-• DECK A '`,;� � __-- � IF APPUCA13LE fi s1 l ,5 1/ib TAPCON OR ii P LUPS TRUSS HEAD . 2 .+ ..__.,vr..-'-"`.'.- I'f ._.- ""....-.- 0-20x3 4'S.S. APPLICABLE �...�--�--^"- N....�Y. TAPCON WITH ADVANCED MACHINE SCREWS. 1/4 .0 TAPCON OR TAPCON WITH ADVANCED t 2x4 CONI. t{f� THREADFORM TECHNOLOGY W/ L/4'-24-NUTS THREADFORM TECHNOLOGY W/ 1 i/2'Mi- 2'MIN.-•--• `Sttl PCATE i 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM r.._.�•Mw, r § q W/ 1 THREADED MIA.PENETRATION- 0 12'O.C. PENETRATION TI THREADED .OF T1IREAUEO AREA TO TECHNOLOGY W/ 1 1/2"Min.F'ENETFtAT{ON OF THREADED .AREA TO EXISTRaG WOOD HEADER.{SEE �, Y it l ♦ ' TQ EXISNWO0'HEADER.(SEE SCtEQULE ON SHEET i5)SEESCDEHSARCA (SEE ON SHEET 1s) UsE Fos _ SCHEDULE ON SHEET 15). (,)HV WALK-OVER INSTALLATION OV HV WALL SiLL iNS@HV FLOOR INSTALLATION e FLORIDA BUILDING CODE(Nan 'High Velocity Hurricane Zone, ,ait, ,.:..:•nr w% 02017'T LTECO•INC. ©2017 EASTERN METAL'SUPPLY. INC. BERTHA N 7M A Q Accordion Shutter Q INC. ■ ■ • Kv. $CAGE X11 w/OR w/o KV.wlNoow 1 System - American Shutter Systems TILt.iT TESTING & ENGINEERING COMPANY �s - EV.N - - DESCRIPTION DATE DRAWN BY: L.C. � p 6355 N.N.awn,St y 30$.VIRGINIA cAAo>:rts.karma 331 Association. Inc. 1 OLD 15-70tl5 7/27/1 DACE D7/27fT7 _ + —,N.W. :(305)671 1530.Fax:(305)671-1531 426$ Westroods Drive 2 A c I � o moa.67ecaaoacom West Palm Beach, FL 33407 3 DRAWLING No T s/7J�(AL•L \'\1 EB- 719 . '.. _. 77-10-f. WALTER A TREAT Jr.P•C. •...,. . FLORIDA ut 1 44167 5.. - SHED( B.E. SEAL/SIGNATURE/DATE 6 17 OF 28. t. END INSTALLATIONS (!) HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 'YM4`UIN.WDDD 'STUDS RCa'D. Yr4'.NP/.ww 2't4'UIIt. \ ti %\ %. t r f. S1FZD5 RLL'D. WOOD STUDS.... I - 1/4Y TWCON ' r (A§APPUCADLL) \ ll-- Af1CH0R O.6'-O.C. XXI r % /1 � WYWII SMS.r1 !ltuAea,cADl.Ey \\`TQ -fit ExiR1NG CUSS C.gEA 'IC11 no al1SS' -� Sf1DriSIM CLASS -i fiCH CDx ( G �!I'ra 12p x�7 :.TO4( /a OSIQFiRer- ' zt aN SrEY7 z4 Fat 1 tiFOR6zKEif}.V8 :ila' Iz dw��99RO., MA=(Dh� MALLQ&9T I W9fE1 19E,/IxSmk,{� ",MznW6H aAOLS{Ga SLLS. I - _�•'' --.JA.4' Tn ff soz or.(Jj4 'M'E DETAIL x F f OR n 1 OR 10Sm CCPL x FDR I 'SIDETo TRACIKS Su Dun x FDRC4 (�O-Q,_'1�- see Cowwnm lA� t9-O TO •o SgE CONW 010f�s(a)•Q s0-9'�De a j 5•O. .ii R A��33 x�; ��## To IR"c"sa 3^a�yy£1��-^� -vF) °i-.? TD IPAL`RS l•Y -YJ't "ti.:J` - O•v-0O�77•@-�V'R3- d 0.,�.d,p,.�- (e3•�:+C�.R�-�.d� �•�*r�•t�-C87•,i7i- 0.�•�.�-9.'�a. O t�-�•�-D3•L5 ECONdECTIONDETA (END CONNECTION' DETAIL(2) END CONNECTION IDETAI END CONNECTION DETAIL 20 El]Sn.+S' REaAHED"MY FCR FtmiDIC G9ta`5^z'�»x+"5i•1.Uu0a5L Rw1pop7s1 iR!:NCDGt/M2'�zuO+AArralaQtFs. PIE/1}fL'i.RTtAMwRfCY at Oi tu!l,2Y"tOli.NC. +iIoDnal2a'. 3AmR m zi'-a 12*wI/4•10 TWPCN IE SEE LRAITAONNS OF USE FOR .,{ 1/2'urv, 56TM ai MAn p 'S BLADE ON SHEET 19 ..n 1Txt 6vaEit)xo l.f 'SOmmllaEsa M 4=- t W 4ELT t DADtsO) -ai.SKEfIS fat 1/z YN Y " r611 mm& xA g �t.j� /.�� ('� �1//�������,F,F�,,,Y� a ,F,F;;,, p���@ •..H-\J"4^- STLIDD �"tJ�i''/�'`mm.+` � PLAN CU7 Law. d °d a•d� la7 L4>�3"�'�"d DETAIL X END CONNECTION DETAIL Q f�ND CONNECTIO DETAIL 12 ...... . FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,oa;�,�1"•;,,.' 1/ •`�- 02017 TILTECO,INC. C�2017:EASTERN METAL SUPPLY, INC. �1 V �;10ENS�••;�� _ , .�.�.� E THA�VTm Accordion Shutter System _ • 11 L E L O INC.N A.S.&A■ KV.:RADE 01 W/OR W,O R.V..WHjC f RAM TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N - DESCMMON DATE DRAWN BY: La. 6355 CLW.385.,.St - 3M%MRMNA CAMMS,FLOR"3]16 Association, Inc. I OLD 75-085 7/27/1OATS 07/27/z7 P.nDn4:(3O5)87)-IW.F6a:'(305)071-1531 4M Westroods erive z .. : . a:.Guec 13DD.cab West Palm,Beoch, FL 33407 3 DRAWING N(o}7 L�N\?`'• WALTER A.Tuff tI,Pr- P.E. SE71L"/SIGNATURE/DATE . FLORIDA V..s 44167 5 SHEET �6 48'07 20. w GEN a1 LiMMATIONS USE FOR BERTHA (1)HV ALADF AC001401 WORKING IN A � *� ' ' 0 5 t.MAX.A.S.D.DESIGN PRESSURE RATMO:"+110,- 110 P.6.1. ..r I Ln 2.MNL SHUTTTER-'SPAN:.96` 3.ALLOWED MOUNTINGS:A.0.G&H ON.SHEETS 6,71 AS WELL AS MOUNBHGS 1A,0,T,U&W ON SHEETS 16&17. ,� ONLY CENTERMATES�21 � @.04 � '@4 5 IN A SYEtAEi OR P&to UTA.R N EASE OF OPPOSLNQ t.:.04. 'i.l UST BE INCLUDED ONLY AT E)"AOR ACCESS SIDE OF 16 p.l CENTER ,.EA END ♦ y r ♦ J + +� " 4 5.(A)HV WINDOW BLADE 7P:SWLLL ONLY ALLOW A MAXMUN OF 5 OPENINGS j( (5.0 HO£ES).FOR&PER CARE AT SPACINGS SHOWN ON SHEET 4. MAX.S WNDOY75 ,s ,.. 's s s �+ OF ANY 3*0 HHOLE.FOR(,SHALL BEV"CE FRqM TOP OR 020M EDGE OF HV WINDOW BLADE T�j/. ALLOWED AT NV�-y n 'WINDOW BlAC7E _ (C)nRST OR L BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W 5 WNOOW BLADE 1 N 'R+ (D)NY WINDOW 9LADE;(�MUST BE USED ALTERNATE-TO A SOLO'HV BLADE i� THROUGHOUT SHUITM S WIDTH. s - a '.♦ (E)C MATES SHNL ALWAYS.BE INSTALLED"ADJACENT'TO A SOLID HV .o 'J s Y .� ♦ • �' BLADE 1 AT EDHER SIDE OF.THEM. ^£ (F)POLYCARBONATE HV WINDOW SHALL BE INSTALLED S'0-TI§TABS FACE .SEE ENO .I! Pe5 THE INTERIOR Of THE OPENING 6 NO:PROTECTED:FIY WINDOW MUSt BE CONNECTION • ♦ ♦ .• r r B aM + ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS. + "' - INC. 10& 18 TYP. lib N FULL HEIGHT.—' S 6.LDI ANCHOR EET 1,SCHEDULE FOR INAIAlAND D5 INTO WOW FRAME 9 ,p" Ad, AR I&BUILDINGS SHEET/5.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES G g 7.SFE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS U1T0 POURED CONCRETEORCONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY .v SPAN AND DESIGN LOAD(SEE NOTES i&z ABOVE). _ B.MINIMUM SEPARATION TD"MASS"SCHEDULE.PER ASTM E-1996: 5EE PLAN FOR.REQUIREMENTS) 0 H _.5, TOP&8DTTOM W 2 9vt�9R� WINO ZONE MST[MUM SEPARATION 70 GIA55.. . 1NUMNED WIDTH - --- 1 THRU 3 1'ELEVATION WIN SWAwncx To CLASS EXISTING GLASS Aj _ aN SHEET 11 Ff71c,- ___ 2ND ON Tl9S StR�T Tpt tHME5 C0&� ----_--.____.____1__ ___-� .�______�r�;� ____���__ __________w___ _ 'IEXTERIOR ONLY) 5 1 tr � AND W/ Olt •'f , �� Typ. SYM RrCAL CENTERMATEs(21 {2 " W/ OR L�5 AND w/a (SEEEE NOTE a ABOVE) '1 ABOVE) PLAN TYPICALI HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (A SHUTTER* �'--- ---�f T11+ FLORIDA,DUILDING CODE(Mon Nigh Velocity HUrriCane Zone t ®3017 EASTERN METAL SUPPLY,INC. �4 ........... ,/' 02017 OLTECD..INC. ti�cENSF' �' BERTHA H (T. Q ice` A Accordion Shutter System 7t< , ■m E c p ■ ■ ■ FEV.BIAM .Wf qt W/O kV.IMP A!RAM 'Q TI TESTtFTG & ENGINEERING GOMPAtSY Arnerican Shutter Systema M DESCRIPTION DATE DRAWN Fir L.c: Association, Inc. 1 OLD 15-086 7/27/1 DATE: 07/27/17 �✓ F[noWn t` (V i 6353 N.W.SWh.'S4 5t .,tl5 NpDpAO WRCFNS,FIARIM 7719 Ph—:(345}871 1530 Tex:(305)871-1531 4268'4Yestroods Drive 2 DRAWING No w ` ,i e-maa.1pt♦colleeceoro West.Palm Beach, FL 33407 3' 17-101 ^. '�•, WALTER A Tuff 4,P.E. * .. FLORIDA.Lia.j 44167 5 SHEET P E SEAL/SIGNATURE/DATE 6. 19 OF 20 -,1 1/2i CAMS T}5CK INSTALLATIONS WI M HV BLADE & HV CENTERMATES � ^i2p80 A1ox Min.ASTM A-653 GRADE 40 Mf n. VARIES + c� ,�••./ 'p r Mtn.0-60,GALY.STEEL Y Max. INTO .-METAL STUB WALLS Nit(•h3}-71C � p83� METAL STUDS A7 le a.c. W 43b N - • c o , --- t/21/4"o NOMINA --- ' .475' � -W !h 71 3� ICONDITIONS-0, ALUMINUM SLEEVE. !! _ -- O D ACCORDION 605.3—T5 ALLOY i 34=a T/+=pass micK fAn f 43G 438 121 j SYSTEM INSTALLATION TO METAL STUD WALLS as CAl STEEL,RAcc R ;p s D.C. e'0.0.^{ .._ I � a SEPARATION TO GLASS SCHEDULE �r4: AM A-657 CME 40 Min.G•»60 ): , _ AAAA 3.000•. GALVANIZED.p'ASTENED TO STUDS 'I' 1, MAX. A.S.D..DESIGN PRESSURE RATING: +75. — 75 (psf) M6X' wl(z)16x1/2`TEK sCTtEas ON M5111,TG FINISH 3g ' a ANTERIOR.&EXTERIOR rACE ,. AS APPLICABLE 2. MAX. SHUTTER,SPAN: 84" WIND ZONE MINIMUM ASTM E-1998 SEPARATION c LENGTH 4- T EXISIWC CLASS—, MIN,,SEPARATION 3.,ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS "(SEE SCHHEEDULE) 43 1 THRU 3 1" t/A-0� 203- BOLT (TYP-) 4. ONLY EARRANGTE 21 A 24 HV LOCK ARE ALLOWED WITH�21 ARRANGEO�A SY�METRtCAL LAYOUT. MUST PENETRATE 3C'i." USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4'x 6 1/4•x 0.036'THICK IN EXlsnxc nNfSH A` :� INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 1.373' :CONT.GALV.STEEL TRACK CNANNE4 I A$APPLICABLE , CENTERMATE o•I_____ 0'0 ASTM A-653 GRADE 40 Mi,.G-60 I i i ,F z#6.1/2 ra SCRE�/S ON i 43c 430 �T ___i�, OR r EXIER10R FACE i 0:6 o G .0 6'04, ry y 1/4 0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c LCO CONSIRUCTIQN 12 8 CENTERMATE 21' 1D APPLICATION WITH BLADE PRODUCTS FAB-L K HD 'yyry p(y -= 1 1/2%0:035•THICK w �..VARI SJ. O.C. COMPONENTS NIn.ASTM A-653 GRADE"40. ¢ MB'i, Min.G-60 Guv.STEEL I- MS MS YVALL NEARER/SILL iNSTALLATiON. _ METAL STUDS AT 16'O.C. Min EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1- METAL TOP&BOTTOM) VA ZEXiSTING GTA S _ - - O '.6TITEO.PACTHICK IKMC4SEtK CHANNEL. ASTM 653 GRADE 40 M4,.G-60 SYMhAETRYCAL SYMMETRYCAi, 3 Gaxnti>zE0 FASTENED TO soros [�,U.r=lCNTERT=lR , c. IdIN.SEPARATION VARIESc CENTERMATES W/ 'I ro cLAssENERMAjES Wf (SEE SCHEDULE) Mo-EXTERIOR ACCESS SIDEAC !SS SIDE I � `J IN .3 (6"Min:.) ._.IN F 1.. - ._. 7 12 2)42 - 1 21 21" 21• - 21 Loch D AT 12 1 --V-- --------- ------- ... ''-= - --- ., >t HV HEADERfSILL:ENt)5 VI Y ---- --- - - - -- - -- - -- -- VIE 2 4 j SIDE CONNECTION TO.TRACK �.l 3 114'(TYPO 6 1/Z�(TYP•).�.: ---•--7" T. 6.1/2 MAX.$1 ACR ** (Cont.) HVA 1� BAC LADE SLK D€TAIL �C HVE FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone --• 02017mTECO,.INC. 02017.'EtSTERN-METALL SUPPLY INC. 4 p p ' tL ECO :N�. A,■ENS, �'3.S:A. Accordion Shutter System 3 _ KV BADE#1 W/OR w/0:KV. WINDOW BLADE 7It1.IT TESTING & ENGINEERFNG COMPANY "American ♦Sfiutler Systems ,x DESCRIPTION DATE DRAWN ft L.c;.- t�i,r�nC ' -: 6355 N.W.36th.SF..5C� 0..MRON.G wNS;FLORM 3716 ASSaaIallan, Inc. , OLD 15-085 )/z7/I DATE. o7/z7/t7 Q*rA*m-LF—�i Pna,e:(4%5 7T T53o..Fax:(305)8»-1531 4268 Westroods Drive z DRAWING Na r1 ` a .0.6uaoaro Lccm West Palm Beach, FL 33407 s /y EB= 6719 - .. 17-107 �F! 111.:\.200 Jr.P.E. 4 . P.E. SEACIAI�RE'f DATEF?I' u..#44167 s SHEET" 6 20 OF 20 ALL APPL ABLE I FO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED LL Date: ! g Permit Number: h? J" i 'Q � ii, �� •�- V RECEIVED Building Permit Application ' Planning and Development Services APR 0;5 2018 Building and Code Regulation Division permitting Department 2300 Virginia Avenue,Fort Pierce FL 34982 St,Lucie County Phone:(772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line iPROPOS`ED INIPROVEIVIEIVT LOCATION Address: 14506 Aguila Avenue, Fort Pierce, FL 34951 Legal Description: SPANISH LAKES FAIRWAYS BLK 62 LOT 48 (OR 4050-93 Property Tax ID#: 1306-500-0304-000-8 Lot No.48 Site Plan Name: Gary Simmers Block No. 62 Project Name: Gary Simmers Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION:OF'WORK. µ _, Installation of Eleven(11)Hurricane Shutters !10 Accordion and 1 Aluminum Storm Shutter CONSTRUCTION INFORMATION .. itiona wor toe e orme under this permit-c ec a appy: HVAC Gas Tank ❑Gas Piping Shutters Q Windows/Doors 11 Electric 0 Plumbing E]Sprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: S Ft.of First Floor: Cost of Construction:$ 5,916.09 Utilities:Sewer[]Septic Building Height: OINNtR%LESS'EE CONTRACTOR: Name Gary Simmers Name: Miriam Van Tassel Address:14506 Aguila Avenue Company: DVT Hurricane Shutters, Inc. City: Fort Pierce State:FL Address: 3100 N Kings Hwy Zip Code: 34951 Fax: City: Fort Plerce State:FL Phone No.772-979-2514 Zip Code: 34951 Fax: 772-794-1590 E-Mail:elusivem@exec pc.com Phone No. 772-794-1590 Fill in fee simple Title Holder on next page(if different E-Mail: dvthurricaneshuttersinc@hotmail.com from the owner listed above) State or County License: 24394 if value of construction is$2500 or more,a RECORDED Notice of Commencement is required.