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HomeMy WebLinkAboutProduct Approvali ` RAMMS ENGINEERING, INC. 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2017 Robert S. Monsour, P.E. FI # 11955 /0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS (LBS/SQFT) Kd = .85 FOR 170 MPH WIND ZONE Interior& Exterior Zones (4&5 -Walls) Positive Pressures Exposure D For the 170 mph Wind Zone CATEGORY 2 BLDG. Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 15 46.1 44.0 42.8 41.9 41.3 40.7 20 48.3 46.1 44.9 44.0 43.3 42.7 25 50.1 47.9 46.5 45.6 44.9 44.3 30 51.9 49.6 48.2 47.2 46.5 45.9 40 54.6 52.1 50.7 49.7 48.9 48.2 50 56.8 54.3 52.8 51.7 50.9 50.2 60 58.6 56.0 54.4 53.3 52.5 51.8 Interior Zone (4 -Walls) Negative Pressures Exposure D For the 170 mph Wind Zone CATEGORY 2 BLDG. Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 Maximum -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -50.0 -47.9 -46.7 -45.8 -45.2 -44.6 20 -52.4 -50.2 -49.0 -48.1 .47.4 -46.8 25 -54.4 -52.1 -50.8 -49.8 -49.1 -48.5 30 -56.3 -54.0 -52.6 -51.6 -50.9 -50.3 40 -59.2 -56.7 -55.3 -54.3 -53.5 -52.9 50 -61.6 -59.1 -57.6 -56.5 -55.7 -55.0 60 =63.6 -60.9 -59.4 -58.3 -57.4 Exterior Zones (5 -Walls) Negative Pressures Exposure D For the 170 mph Wind Zone CATEGORY 2 BLDG. Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -61.7 -57.6 -55.1 -53.4 -52.1 -51.0 20 -64.7 -60.3 -57.8 -56.0 -54.6 -53.4 25 -67.1 -62.6 -59.9 -58.1 -56.6 -55.4 30 -69.5 -64.8 -62.1 -60.1 -58.6 -57.4 40 -73.1 -68.2 -65.3 -63.2 -61.7 -60.4 50 -76.1 1 -71.0 1 -68.0 1 -65.8 1 -64.2 1 -62.8 60 -78.5 1 -73.2 1 -70.1 1 -67.9 1 -66.2 1 -64.8 NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART ttt WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING.ALSO,THESE 1� TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY I ROBERT MONSOUR. L INSTALLATION SCHEDULE Unit Wall Shutter Shutter Shutter Storm Anchor Header Storm Mullion No. Pressure Width Height Span Bars# Spacing Reinforce Panels Type Inter/End Vert/Horz Req'd Req'd Bolted PSF Y/N Y/N Interior EndIttorn Top fl Interior End f Top 2 +�3��f �-'' q$" U ey t N I° rtottom 71maiorEnd Top 5644 IV IVI it Interior findTop rr >InteriorEnd ottorn ToCp 411 r 104 oottorn interior End Topp . �� R51 11 ryN S� J- �� lot) 7bftfiorEnd Top 0.5 3 °rz0ftom I° 4tl U" >IntWe3riorfind Topr6S 0611 ��2 Ver ' „ ttom 7terior End TopZo y V 1 11 9 _ So.L 96 ;r �(5" V�6 1 r fl-'O Interior � f � ZfI `r T/it Top" � E `� i® - Jr Bottom >17miornd Top � I'D q F '' 3 tr �( //� 1�Otottom N >Interio+qqnd ( h Top 011 yp �/A Interior End Top + zottom Interior End Top + ottom :Interior End Top ottom FILE COPY Florida Building Code Online https:/Avww-floridabuilding.org/pr/prapp pamnJ=wGEVX... ry s '� ,� ---� x X �. � � art� -s a 9a• - �`g�� t_.,,,� ,��'�a�:: .�^�+'c'ea 1`" -:..� �.��:�.A 9 �`7i� ���� i ��, t S�ry � �, F,s,����# _ �c.� "5��.' � •rte 3 BCLS Home Log In User Regtstratlon Hot Topics SubmRSurctm a Rats Q FacM Pu ilations FMC STaff BW Slte Map Wks Search db,pr 1? Product Approval �}-�� ,(USER:P05c User PPduct Approval Meme>Pfodact or llnrikatbn Sri>AvooetLtoo 1{st>Almon Detail h, �`';E t�h.f:�? u Ica�;'�` 'i FL# FL11968-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Emali 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 lrodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Emali Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Walter A.Tillt,Jr. Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 CQ;_ CFR7IFICATION OF IkQEPr NDENCE.PDF, FL11968 R4 cM EASTERN METAL SUPPLY.INC. DRpUVING 1LD9 CERT�CATION OF TPJDEPS ENCE,,PDF FL11988R4 COI EASTERNj!TL SUPPLY.INC. DRALVING 17-096 CERTIFICATION OF I Qj PEN FCE.PDF FL1968�4 COI EASTERN METAL SUPPLY__c INC. DRAWI 17-Q94SERTIFICATIOI�OF I_NDEPENDE�f CE oA Referenced Standard and Year(of Standard) SUndard Year ASTM E330 2002 SSTD12-99 1499 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLi1968 R4_ quiv EJ�*�fEj2N�lETA S�IPPLY,INC. pRAiPJI 17- 95 LETTTER EQUIVALENCE BE"IWWE N SSTD 12_9 A9 ND AS'ff4 E-1996.PDF L11968 R4 EauN EASTERN METAL SUPPLY.IN DRAINING 17-098 LETTER OF EOUI%LEN E SSTD 12-99 ANDA E-_92q.PDF FL1.66 R4 Equiy_kA_S'_rERN METAL M21Y INS DRAWI G 1ZN LETTER EQUIV LL NCE BETWEEfAt SSTD 1 - AND ASTM E-1_96 PDF �s ph ��_ ELI 1968 R4 Emily EAA ERN METAL SUPPLY2c INC. DRAWING 17-094 LETTER EOUIVALENT BETWEEN 5$T 12299 AND ASTM E-1996.Ddf I 1 of 3 413/2018,5:06 PM Florida Bulldmg UOU vrinne r Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 summary of Products FIL# Model,Humber or Name Description 11968.1 0.040"Bertha Aluminum Storm Panel(2,25" Corrugated aluminum storm panels retained or not by tracks to provide Deep)-Non-HVHZ-Drawing Number 17-094 hurricane protection. (Limits of Use Installation Instructions F Approved for use In HVHZ:No FL11968 R4 II EASTERN METAL Sl1PPLY2c INC,PA&ktlIN$17-094 0.040 j Approved for use outside HVHZ:Yes $ERTriA ALU0,3INUl, TED M pgNEt.ndI Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span Is 12'-0"for+25,-25 p.s.f,and 4'-0"for+125, Evaluation Reports -130 p.s.f.for sections 1,3,4,6,7,8,BA,9 and 11.See sheet 10 of instalation FLS 1968 R4 AE EA TERn�(i-E�AL St1PP Y2r INC. ORASJIidG IT-094 PDL/ T drawing for other spans and pressures.Valid only for wind zones 1,2&3 as EVAtUA ON�2E RT.od€ defined by ASTM E-1996. Created by Independent Third Party:Yes 11968.2 0.050"Bertha Aluminum Sturm Panel(2.25' Corrugated aluminum storm panels retained or not by tracks to provide I Deep)-Non-HVHZ-Drawing Number 17-096 hurricane protection. Limits of Use Installation instructions Approved for use In HVHZ:No FL1 96fR4 TI E, SfERN ME[�L SU�L,YN�. DiFy4J6—f1.05g i Approved for use outside HVHZ:Yes BERTHAttMIN�M STC]Rhi p�tjEL.PQF I Impact Resistant:Yes Verified By:American Test lab of South Florida Irm i Design Pressure:N/A Created by Independent Third Party:Yes Other.Large Missile.Max,span Is 12'-11'for+30,-30 p.s.f.and W-2"for+75, Evaluation Reports 80 p.s.f.for mountings without"h"header.See sheet 5 of Installation drawingL 1 R4 E EA$ERNJ L AL UPPJ_Y AIC. DRAIVIN 17-096 PRO JLUC[ for other spans and pressures.Valid only for wind zones 1,2&3 as defined by QE EVALUATION REPORT.PDF ! ASTM E-1996. Created by Independent Third Party:Yes 111968.3 - 24 Gage Galvanized Bertha Sbeel Storm Panel cornrgated galvanized steel storm panels retained or rust by tracks to provide i (2.25"Deep)-Nan-HVHZ-Drawing Number hurricane protection. j 17-095 Limits of Use Installation Instructions Approved for use In HVHZ:No U190—M-ILEgS RN METAL 5, Plt PLY.if(C�_p il—Ay NG i�Q9$ Get�E Approved for use outside HVHZ:Yes `GALVA-N_[ RTNA S, C PAN Z L P�iF Impact Resistant:Yes Verified By:American Test lab of South Florida Inv. Design Pressure:N/A Created by Independent Third Party:Yes i Other:Large Missile.Max.span is 9'-8"for+30,-40 p s.E and T-2"for+70, Evaluation Reports j 80 p.s.E for panels mounted without'H"header.See sheet of installation FLI1968 Rg AE FA$fERN htET L UPPLY ICC. DRA1 114E 17- 95 RODUCT drawing for other spans and pressures.Valid only for wind zones 1,2&3 as EYALUAT{OM_-E QRT,PDF (defined by ASTM E-1996. Created by Independent Third Party:Yes _..._...._.._... .._....._ ,....._.._._.,......-..,..__.._.. - _. ......._.- - ...._ _ .._..._._....__.._.__ ...._.... --..-_---_....- ,._. .._.._.... - 11968.4 ____........._..__._ Clear Bertha Star Panels(21/4")-Drawing corrugated polycarbonate storm panels retained at TWtby tracks to pmvide Number 17-098 hurricane protection. _.._...---...._..._-.__..._.__._.._._.__-_..---.-----..___...._....__......_.............___._..._.____ _..... _........_._.__._...._.._....._._......_.,..__.._..._..__.._.__.._.._..-....._........... ..._.....__..__.._._,i Limits of Use Ins Ration Instructions Approved for use In HVHZ:No F1,11 f$—f}II ASTEgNMEAL SUPPLY.INC_DRI NQ M8 CLEAR ; Approved for use outside HVHZ:Yes _NE-9 NA STORM PANEI 2.?5 PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by independent Third Party:Yes i Other.Large Missile.Max/span is 10'-0"for+28,28 p.s.t AS.D.and 4'-0'for Evaluation Reports +105,-110 p.s.f.A.S.D desgin load.See sleet 3 of installation drawings for ELM 8 R4.AE EqPIETAL_SUPP Y�INC. D L"JIN 17 098 PRODUCT j other spans and pressures.Valid only for wind zones 1,2&3 as defined by AST14 OF EVAUA1EON REP_ ORT PDF j E-1996. Created by Independent Third Party:Yes 2601 Qkitr SQ-Road.7at'hasrxa Ft9]399 RPM:M 4811824 The Stake offladda is an NVEra emphya;Qualkht20A7-2013 State ofnorrdn: Ri+azvSrnter(t_S'::Acres ltv temerss::Ro.5osd5t rn--a Under i orNa taw,emai addresses are pules n3mrds.Fyou do not want youre,ma3address releasedin nspanseto a ptttoremtds request,do rmtsend elGrordc manta tie.ental.instead;contact the unite by pboce at by tra�BWirat mar.9 you have any questions,please oontatt 650RB7.1395.*PrssU3nt to St'sUon 455.275113,Florida Statutes,effedwe October 1,2012,IMmeas Treowd order Chapter 455,F.S.must ptasida Urn_0eparnnent rvahan emalanMmss tftW have one,the eas25 provided aw to used roreftlatcommnrniraron ran Ura kesea"memearts addresses are pdrtcieumi vv=do not wish to soppya trcasorsal ad[6ess,plo�eimovtde the r,Aep•.ahmeru seal arsemat addSasa stiakrt rayshe mror�ara3x4Pemaha psd�ao tt2ternutsedyoua�aunder 355,.F5.alm.�-�[.l • moduls AVrtmrii�t--- m§m { ± s 2 of 3 413/2018,5:06 Pb rlonaa 1suilamg L;oae vnrme https://wwwflaridabuilding.org/pr/pr appdKaspx?param=wGEVX... y NI i 1 _ IVR >.v,_,... a.: . �._ ..__...._._ ��. �.v...,._..,?._._..,�ti, ..,.,. _...._..».: ,.:..:::.+.�.�:rw$�-,.:,.x..e,-t k•:..:itr�n.':r.,'.c�.'�w..r.,..,...�>;-'�...� 8C6 Home Ing fi User Registration Hot Topics Sufmi!Surdraige Surfs&Fads PuftkaHons FSC Ssa1P ac's .a Map 0. s." PtProduct Appravai trSEN:vimAtfuer g VaiA-IC Aooraval 10.9>P-d-orAotXOto >9PP��S�.d4�3>App�G7tl¢flpr 00 54? FL 1 FL389-119 Application7ype Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emali 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastern metal.com 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 Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Walter A..Tfllit,]r.RE Report Florida Ucense PE-44167 Quality Assurance Entity National AccrediitaWn and Management institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Cherldist-Hardcapy Received Certificate of Independence FI4 9,R9 GOT AMERif 4ty SHIAiTER SYS? M_A�GSQC:_IPJr_, i13tA`P±tptG 7.7-1n7.,fERTTFi(qTF FL�89 R9�QI A.C3EiRiS.2P•LSb111IER 5Y5T�1�51a.�S?C�3��RA�3Fi�1?--i9�_ S£R IFIL U O INDEPENDiiNC�11�?�7F rl_�ca i r{?t !fsg n; p.rJ eH,rrrc0 cYcTF �PrR'�,kiIP;I'?.?_SR4 T?Fx('A'!,._-of 1`iM"Nai f of Referenced Standard and Year(of Standard) Standard veer ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D of 2 11412018,5:19 PM r)orlaa isunoing lone unnne littps://www.iloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summar�of Products FL# Model,Number or Wane 389.1 Bertha HV Accordion Stutter-Blade 3-(Non- Extruded aluminum Interlocking blades remined by tracks(top and botWm)for HVHZ)-Drwg 17-108 Starr protection Limits of Use Installation Instructions Approved for use In HVHZ:No RML R9—II AMS ICAM�HUL(L, zy.-,)AN$.k4akDNo i i_lk .krjiv Approved for use outside HUHZ:Yes CCORDIQN SHUITFER_*Y$ ET fj.PDF Impact RasIstanU Yes Verified By:AntWran TIS Lab of South Ronfda hm Design Pressure:N/A Created by Independent Third Party:Yes Other,Large Missile Level"D".Max span Is 12'-3"for 40 psf positive ASD load Evaluation Reports and 13'-0"for 35 psf negative ASD load the HV3 blade%jo TAndow blade,5'-Y FL3B9 R9 Al 4h1ERI .ANS jJ SYMVIS pRA•�tRN6 17-108 PRDOI r i for 110 psf ASD load for HV3 blade w/o window blade and 8=1I'for 62 psi, f� PORTPDf 9'41"for 55 psi HV3 blade w/window,blade working In unison.Max.span for HO Created by Independent Third Party:Yes blade w/o window blade far Installations into Metal Stud waft is 79'for max. ASD pressure rating of+72,-72 and 84'for+64,-64 psi.See sheet 5 for other spans and ASD pressures. _... . . . 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlodring blades retained by tracts(top and bottom)for (Non-HVHZ)-Drorg 17-107 storm prutection �.. .. ...... ............ ....... .._..._._-- -..._._....._ _. _.... .. - .... ... -. ..._._.._..,..._.__.... - ...... .._....._._........._.._. .... — ..._..... ._. .. Limits of Use Instanation InstracUons Approved for use in HVHZ-No b R9 i� tclC t i j �E SSS itvC. DR NG i Z�7 Approved for use outside HVHZ:Yes BERTHA HV ACC OF¢ION SHUTTER SYSTEM.PDF I Impact Resistardi Yes Verified By:American Test Lab of South Florida Inc Design Pressure:N/A Created by Iadependent Third Party:Yes I Other.Large missile level'D:Max.Span is 16'-0"for 30 psf negative ASD EvaluaV.on deports load depending on centermates and locking rod configuration for the HVS blade, > 59--89 I)_E AMER C i�SHUT7ER SY [EM 655PC..1NC DRAWING 7-107 181-0"for+64,-72 p.s.f.A.S.D.load for HV blade for Keystone mountings 7-0" N-QQ—QCT DF EYALI�AaON p.s.f.for metals Stud mountings and 8'-0"for 110 p.s.E for HV1A working in Created by Independent Third Party:Yes unison.See sheets 7,11 and 20 respectively of installation drawings for other Ispans and pressures. ._..__._..__.._._.____.._..._.._..______._........_-_.__. __.__.__.._,....._..__......_.____._....._.. 389.3 Bertha HV Accordion Shutter-COMBO-(Mn- Extruded aluminum interiodang blades retained by tracks(tap and bottom)for i HVHZ)-Drwg 17-106 :storm protection {Limits of Use IuStAWAonInstructions — Approved for use In HVHZ:No F!"!Aq-R4 rf APtERit AN Stj4i i irk SFS7th7S 1e55C3c...Inc;_L'RA�^riNCi_Lj IOti_ Approved for use outside HVHZ-Yes6ERTH�}FIV AC RD jV StIUTfER StSTPPf Impact Resistant:Yes Verifted By:American Test Lab of South Horida Dtc Design Pressure:NIA Created by Independent Third Party:Yes Other.Large missile.Max.16'-0"span at 3D p.s f ASD load for Blade 1 and Evaluation Reports 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 respentively f �AN SHUTIt$YSTEhtS �IN_C, D WI G z7�]0.6—PMP VQT-EVALL1, 9-N RWM_PDF ._ ..._. .. _... .. ... .. .... _ Created by Independent Tttlyd Party.Yes ' COMM 26D]BtfrStane Neatl Fl muco php,�980 492-1824 The St4eafRMis an AAlM0QMWAyer.anmsS�t 29fili�2afa .i�orFa*Ri<Z::ysmPmeni:•Amoanystvem :: Under Floft law,emag addresses are pubic records.upa,donut 10a:31'aure•ar.]atdie;;rem h tespntM to a.e,uta;L-I-ol tom,do notsend el3doark maSto this en&V.Rtstm4 cunt=the,ofke by phone or by traditional awl.If you have"questions,p%ase tontadt 850.467.MS.*Pam-=*to Sscuon4S5275('S),fUnMStanars,efft'XM0dnber 1,2012,Ems foa sed ura t Bppter 455,F.S.mist provlds the Department�an emadaddress rUW have arm.The emal3 Wavdai maybe used@ro'Fdd ommwfra90n vM the imams ttawea�•emeradd�sa are prmrc terottl lfyau do totvlshto sup*a Personal phase pmvMe the Department ctrh an emal5address vh2h can be rozde ava=a to tie pubM.To datenrrlae Uyou are a roensee under Qepter455,F.S,pis dick jZa. PmdudAp-WWAte^ crF3oQ Card Sate = of 2 1/4/2018,5:19 PM I ee S3 u 2 Y HE R,ng g � � W�� € �}7H� r g1h, 11 1 b a . a W IM m < pz 7731 `�jj E e E N m w x� w g lit' L. � R g$ b � gj NiNp22W ¢N O < p $ 12 y�1 1.244 n JIM Xp W b 8 5 1C VS 2 N 44 b �N �^ :`tl` n • 3 N K v{ b r4 % 111111,111111 1111111 HALF CLEAR PANEt I IT lill lid I A 27,120 tow ---- .5w* 1.500, • .5 .5rORAf PANEL WA runana trs DOUBLE HW E CLEAR PANEL nDH —F T- 3'ANGLE BUILD OUT •OT5, 4 'F" TRACK ANGLE BRA REVVZSM 'F"ANGLE DETAIT 1: TRA ANGLE WMH S ..........I pnwjvnS 318' No. '�ORIDA OULIIDINO h vdbdi� P' CL V1 TIA I PI PAIVU E4SnWN MEML SUPPLY, WC Ya Q) 25C9nrlVAX KEY HOLE AT PAW 09 .96 L E C 0 mc. @ 17-098 ANGLE Me% 6 cone .A/.fa•IA.0 GIN-a15 LW[tN Jp'IRL1a \ � rtn/R¢pPL�rnxmli eimr mm o amwrt op ro/r/<ro-aa � ro�i�/� mr/ggwm+.g'rizuvs oR /VInRS!%52K1C GnFpS IY4�snC(A(O 14E1NfN PLSI dt�(�n/® ' 6P ELW n1IR1Ll f7wSLK12 L. anvwa %%Ib-aIAAIA961¢dOLr. 1A]AOV R41Q141£ SCRDiIf£inP 4MC1C}�rj{� 1 L P (STE 50®IRL LM SMC/A} LSEE SV0.WIE/W F11La19} (SLL Sn40u£fRP 'I' "' G 6 A I I �} �G RYA3D LMf>0.1E .ma• RIDLa3¢ ('CLRD � i ILYoaD I L� R£Drm1fD � '� RLOIRInn� 1 t PPII® 1/Itf-aP t!/<• � I \ t A s es i I t •S� �AY�Ipv IwII�IGCM �� - I I•� I O li e� i aa�°s I ISLE won+9 I r+ ro rvxu ac R Varo-x r 4�I �rmm�'c I (SLE 4raPr,U 7/Y,!/!t'i �J•9 / I \ I awn tP'sex aiA55 F;A}MnlJr I ' � oR as AVG I eL 4 n \ Its i%a/e, I t � o n•a e I we A ,ow• BlP0.t 1 I .Sae• WX-a16 nP[LL10 nlMov I '0p• vRnrun¢o�ro/6<ti-aP i \ •.wa• \. (sLr P snla+oJ !Cone. AS%'ijiro-raolxusmuP/P®1. (sEF SLLDNC \ Y ML� RMee o E 0.' (sE wLrarsE Rm s.. w roa swac} � mr nacna m L 4 \ AlLL MOUNTING INSTALLATION (A M.) BUILD OUT INSTALLAJTON svaouE ` SECTION 2 CEILING & El R MOUNTING INSTALLATIL7N SECTION 3 SECTION 4 Ilr/bYaPpt olcua w L¢—'� cane s I Lpunu/ �!-,.v a•�.s Rur I I I t .Q§' sme Avx mLrs.,,a!�'/L<c*c •R0°` .. .RPrL/aR cmrrmLa+wL Pv sEnmvs: �y1 '�;CEN$�l•'''•'P= MSroS '"•. RS vmA"'A¢`�r.a a R.a�a(sbrzLr L� WALVROPR/SWO wuNnnc sc Wn ral BE 3 N0.44187 (.m m®O n/Luc',�e71ax aouBiRm Pa nRr nor m 51ar.vrc mscuunoN. r/pro-n, as rtx RmEs.aa e v fs¢[t q = j KIfJM.IE J LEB LPG RPLALo Rwul¢o I I I FLORIDA BUILDING CGDE(Non High Velocity Nu/ric na Zona) INSTALLATION DETAILS ,aaa,anE[4aC a BERTHA SrORM PANEL SC4LE.•3/8'= 1' zY!' ISLE S11aDtlE/SF Salb'X:} L¢ ' CEILING FLOOR MOUNTING INSTALLATION IL ECOINC. EASTERN METAL SUPPLY, INC ol, SECTION 5 war r/swo a/nPM coaa,.r am�s7 n PevE ern,uur Boa n n•aa 17-098 ~�L�s-amsaii ,fI87 Ro A n IP.E o—!a S na'Mr lc I MAXIMUM A.S.D. DESIGN PRESSURE RATING (P.n.t,) 1HITH CORRESPONDING MAXIMUM PANEL LENGTH "L" y AND 4 CORRESPONDING ANCHOR SPACING "S" (In.) SCHEDULE41420 1 FOR INSTALLATIONS IN GONCR , CON GRET BLOCK AND T ""L sLr2�en WOOD FRAME STRUCTURES • `'"'°""`L L r J 2-/+2fl0.-28A 18'-0' )• 12' r3" " 2-+Jaa iso w-n• r rz• 1T• CASE A ftn ,J8•-I' r 12• 12- —a1a0,-ISO )'-/I' )' 12' 441 0.a COM.AMn MLG" _TS00' b/.MGtlMR aua-sao r-e• r rz• 13Eoa 10, CASE B (Plan) b rY wc� �asac`;sia )=r )- .'Io- r 1T 1,oU0 urtsulE Itf:Lourav �,®ca.Kp� ae w,vmrz emrx 4644-bio 8'-l' T 12' 13• a-,Y,aJf'm ¢yL pLp84Ka Y, WT CmL lav a8ia-160 fi'-J' T I2' YEIA!Mm OWI flArL al0.a-lio 5'-1o• r IT• 12' 2.flaIaOPKT alio,-860 S'-fi' Y ll' II' .® +eaa-bio 5•-3• )• Iz• rz• CASE C (Plan) 12 12• +90.0.-OJ.o .=B' )• IT' 12' 2•,3',.pW'J1ol 8-14 a ccar'a c6" `E CASE E (Plan) • +Asa-1-. Ps' Y rz' 12' ' scvc r/.•.r . +100.4-loco -r a1/P alp L0.o0' . I' r 12• 1r A • l 1G PANG LDl'ODI X J•-a• Amammjmw ® rz END CLOSURES DETAILS - SCALE: 1/4'= 1" LL1nlNJl MOM sPacacs ae[1WID Rw A'NNRS N�ClNi'f •J I/3'06£P60M2 LM E a(LSS n4x J 1/2:AQ'1.Q NiDRM SRt@IC b) rIK 5 CASE D j11N1/NN/Er•. bL�m2rec slrns slam av so2oulr e. Plan) ••�j`fi4. n¢IUL^mw Facmvs RALE:1a. ao• Ltd' R.A E 0.iM f.11R-N AACH0.45P055BT1�1/1R1�L L1 /,.•••'• J S'M.0 n fAC/64 SLYL NOJ G!R-N 2d• , {JC�F'k.�� �IFS nWl u)NWI bR1L4C Oo➢a1rFD fOR lY X187 FLORIDA BUILD/NG CODE(Non High VbloUy Hurricane Z—) rusl,urxiv mc,v.uolars LEOLha * "mn urtca I.c CLEAR@ HA STORM P EL salr m: acrau r.a y ) 2.as DEER TAICWI SO1TEOF nl/)Vn EASTERN METAL 9tiSUPPLY, INC,L��tORy0,... L IL ECQINC. art T 1.1• 71 .w '�1.�+y3_IONALEa 'o' .�rr'°`""<c'r°""' Iisi�"'j 8r rz'"m 17-098 T• .'A �/%NlNLr,1 � "ngi�m0eils �]'� oMMwo r.` rl<b_m¢m nwa/l.� r_�o xeww °aFu�r aoro x�xR aaa HB4`fR Frau°r a<nt /I<Ss/eDl MiWRR I/xb-la euro moW/]MOM %; NFM boon SURVS v F,WBLC1rE o 6•e.<R/ rl�ro-m aco rum Alr ,e/s'la.rmznHnwr o a'o-a r]N'un.Fthantror+aq ors'wu W/i] •Y°v,k'N[rR/ibx4 /11 ss FkX BRWOG m B LWL ' b—SYREMJ n/ /11 r 1.r/�•BS l2<Iaelt i :Vr ma.rz]Rtw�v°a•x Hexo Bmo Fnarw���ee•n� I �! I ] o`tRl e9ro �� 1 I rs•o.c s°momo � s Cml. I ro GIMu°2 1 sem$JM- I � 1 1•� - ! r � rr�ls�l�r i r,� rHb-mx r i : f Brig WI]/9"x ,•caw I I'Yh ! °b"'is.. f sryx o°B+� ! 1'ro� ! Fug um:rn wa f 1,Wr i 3 I 1sF[cores atoxl ! �--ro i i WALL 4OUNUNG INSTALLATION Rutz n OUT INSTALLATION m ! �A M°) f ALTS jjVE 2 et TER_�RN 77VE I I s s x s°/ I tttss I Bars n/UB'x, I ]/0 Bnw rrol I r m r a/• i "�"r�•o�.c ! WJ]/a•r nxre :/s>m aao mor./rra.vµanatB °rr°� i r.® vu•.w1"rnn f r.® Bmi s°ca"aa°e°0o �aa s ! °u r�x'm`nr"�Irii°ec 14.atrmurrcw 1 I Rin rinse,sucnn) a r. I sW sr I r. s cmu. r/fY-m BtGO FrxauBn�a•m R/ i/tb-m 1rL9 mol/,Amb" r]/b'IGr rtrvBmAnaH ov \ /11 r 1.1/I'SS NFX 6151@x � !Ar 3lXBIgirlGt(i a•ac `fMlIOYBR O B'w<n/ �r/y 1]/B•In�fV¢R%rxW aR M SS Mal 45MR WALL MOUNTING (O. MJ 0 R IV=—12M/ r, 'w`swBrnernv o a•o.<. CElL/NG do FLOOR MOUNTING INSTALLATION ° ar ALTERNATIVE I ALTERNATIVE 6 ALL MOUNTING INSTAL TION RUILI OUT INSTALLATION ALRNATIVE 3 ALTERNATIVE S NOR fDR LOAtRMCABN OF 5FCTIQM a°a OW 6E CUUMAW INSTALLATION DETAILS ON EMSTING WOOD BUILDINGS W AW WAY FO Sta7.w!'94SPWTAW.. SCALE: t �FjFA77it�„✓ . FLORIDA DWLDtNC LbDE(Non N1gA VB/ocDy Norrlcan°Zane) 1.MWIA"M aRe OXY VA1O FW WX♦ D.AFWW PREMRE �NO.44187 onn axm we CLW? R STO M ANEL ow.r ac s"ss•4 h P SCChR W SHOWN W SHMS 1 I S. z lixH xooD,xAerE rwxsrRuc+rox:�� $ro OF EASTERN METAL SUPPLY,Inc al/,yll stxRrWO vvrF Re.z W/srECM oLRsrr °.ss OR BOWt. l �IOi'110*• (E. G O rxa me°ttr mal°mz pwr I=con �wwo coun�wr .rsr nw Berrx n.carol 17-098 "yFpns,+r murex. :t" mrtv s w B GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHEARER SVSIEY SHOWN ON THIS PRODUOT EVIP.UARON DOCUMENT(P.EA.j INS BFFAE VE6H£D x44 E%RMPIlMCE N ACCORDANCE WTTN RIE 2017(6m EOETOOH)OF ME EIARIDA BUILDING CODE IBIS ACCORDION SMUtiER SYSTEM SHALL NOT BE 9ATAEEO AT HIGH VELOCITY HI E ZONES. OEM VRPI7 IOWS SNARL BE DEIFRR@1E9 M FER SELTTON 1910 OF THE ABOVE BEN O KED OW-FOR A BMAC WIND SPEED NEWIRFA BY THE AJPo$=TM WHORE SHT1m�WHL TABLE OF CONTENTS Be INSTALLED IWM'A bWECNONNIxV'FACfOR KU�0.8S,USING ASCE 7-10 AND Stall NOT EXCEED THE NAgMUM(ASA.)DESIGN PRESSURE RATINGS NTINATE9 ON SHEETS 11 THHU 15.19&20. 9N ORDER TO VERIFY THE ABOVE CONDRION,ULDWTE GOOCH RIND LOUIS DETERMINED PER ASCE 1-10 SPATS.BE FIRST REDUCED TO A$.D.DESIGN WIND LOADS AREA 1,HV�ADES CE}&Q BY 6NLRPLYO&THEN BY Me IN CMNR TO COMPARE THESE V/MAX.(ASA)DMICN PRESSURE RA I INDICATED ON seem 11 THRU t5.19&20. GENERAL NO= SHEET t IN ORDER TO VIRM THAT COMPONENTS AND ANCHORS ON THIS P.EO.,AS TESTED.WENSOF NOT OVER SOR£SSED.'A 33 X INCREASE N ALLOWABLE STRESS FDR RIND LOADS WAS Telt USED N THER SYSTEM COMPONENTS t-2D SHUT 2 NtAIXSiS FWWfVFR,A WIND WRAitON FACTOR CDet.60 WA$USE37 fHRt YE70RCAT19N FASTENERS N WOoO. SYSTEM,COMPONENTS 21-37 SHEET J BFTiIiIA N.V.ACOOROON SHLRIEIi St51EMV`ADEOIIACY fDR%PIA AND WiCE NSSDE IMPACT LOW NA4 BRN VER9HED N KLOROANCE PAN SECTIDN 1609.1.2 O THE ABOVE M}NTIDHED CODE M PER MICALSHUTIER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL BAR OtY BLADE&WINDOW DETAIL -1N BLADE 0 10214.01-03,10x16o4 01-03,11UA1-DS./121441-05,10317.02-0&OwNBEM NA TAS -10 AND 10210.01-11 AS PER TAS-201,TAS-202 A -20.1 PROTOCOLS AND ASTM E-1988 AREA : FN 9 AO�(�AND FIV WINDOW BLeOE 6A ANO E-1996 STANDARDS(MISSILE LEVEL D.%MRD ZONES 1.2&J).&4122D.01-10 AS PER TAS 201.20.3&241 PROTOCOLS LARGE IMS14 CftERE APPLICABLE) -HV WNOOY BLADE®{OSO&GI-Oe M PER ASM E-1886 AND E-1898(MISSILE LEVEL 0.WIND ZONES 1.2,3)BASID PROTECTION ONLY AND/0MDI-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 2.EN BLACS=QtNO HN PblN00:t MADE Q A(tE ENQNEERED TO RS1PoO W tMt54V tKRt EACH OR{Ei IINCFR DIE GENERAL UNRATtJFS AND CONDITIONS OF USE 9mIGiED ON SHEET 19 INSTALLARON DETAILS A-F,CCNCREF/BLOCK SHEET 5 INSTALLATION DETAILS G-u,CONdOETE/BLOCK SHEET 7 ._CE(TENIAATE.DETADS.EN.._...___.._ ..SHEET, - - _... 3. NV.ACCORDION URNS(tIV SIRENS),USED AT SLAVES pNCKIE ANO FDR DLTEM MOUNT CONNECTOR TO 7TVf.(¢.Stt41.BE.11da2.75',.ANO.(14a1.75'RE9PERNELY.114-N(OdiNiMtltt SEBA' ' CFNOELMATE ALTERNATING DETAILS W ._._.. SHEET 9 .. _.. STMOESS.SiEE.SCRENS TDM�-t35.0 Tni-YIELD SNINGRi'M0398II kd TFJ7SLE'SfLfrtiC1N:-PpX*RR2;'OE'D54'(EO Tdtli BERON iry DACAO3N(EtD NARMC$YSTN AS MANUFACR%ON APPROVED ... CGADNG MPOCATOR8 REGSTERRD WITH AMEDON SHUTTER SYSTEMS ASSOCNRDI.PNS MU57 BEM ME hV YMI@IG DN TNOR HEW. 4,ALL ALUMINUM INTRUSIONS SHALL Be AUNTNWI ASSOCIATION ALLOY AND TEMPER AS LOOTED ON SHEENS 2 AND 3.UNOMw YIELD STRENGTH fee 6063-T6 NUN M 300 W AND 3,7'-FOR END CONNECTION TMS 1-6,CORT ETE/BEOCK SHEET TO 6005-15 ALLOY. MAXNUM SPAN TARES SHEET it ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 6.ALL SOREVS TO BE SEANCES STEEL 306 OR 316 ASI SE6ES OR CORROSION RESWANr COATED CARBON STEEL AS PER ON!50018 WITH 50 W MOL YDBD STRENGTH AND 90 W MN.TENSILE STRENGTH. ARCHER S<JEDLRI.E-CONCRETE&BLDEE SHEET A AND S1fA(L COUPLE S/nfiW4i BNL08N9 CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&EACH( SHEET 14 - B BOLUS N BE ASM A-V?GALVANIZED STEEL.,OR ASI J04 OM 3I6 SERIES STAINLESS STEEL.WITH 15 W M99MUM YIELD ST ENGTH. ANCH09 SCHEDULE-)VOW SHEET IS 7.SEE THE FOLONWT SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE(]:12.13.14,15 AND 10 INSTALLATION DETAILS M-R,VIOD0 SHEET I6 W BADE D&@ WON=N UNISON:12. M 13&15 UMAIATRN'DETAILS S-X,WOOD SHEET 17 B TRT;cENTPLY ACCOiA40m I6 E2 SYSTEM BEARS AUS.PATENT 16779582.COMPONENTS OF IMS APPROVAL E COVERER.IN V/HD .B E OR N PANT BY UPATENT/5'58,179 ISSUED TO EASTERN BOD CONNECTION DETAILS 7-12&i,WOOD SHUT 18 S. R SHALL BE THE FD.SPOSOUTY OF THE CON EORN TO VERN ME SOUNDNESS CF THE STRUCTURE WHERE SHUTTER S TO BE ATTACHED TO INSURE PROPER ANCNOWCE CONTRACTOR N SEAL/CA1111( AREA 3:HV WINDOW BLADE A ONLY ALL SAUNTER COMPONENT ETOFS WHICH RELAN,THRO FASTENNG N CONTINUOUS COVNCT WITH THE BUDDING TO PREVENT RWNO/RNN NTRUSK N. TYPICAL SHUTTER ETE1'ADO{ SHEET 19 I0.EACH EDT RUST BEAR PERMAMONT LASE.8N A VISIBLE PACE CONN TURNING NM'OUTING PERIODS OF HURRICANE WNUENGS HOME ENOWNER.TEAM ON OTHERS,MUST PROPERLY CLOSE ALL HV AND NO AREA 4: FN WINDOW HLenF n ONLY CENIERMAIE6 AND GAGE OR LOCK ALL MY AND NO IDCKS, 11.SHUTTER UANiffALTURER$LABEL SHALL BE LOg1EO ON A RFADBY WSSLE LDCUNIN AT=now!;,a m Of ACCORDANCE WITH SECMM 1709.9.3 OF FLAT R A SUILONG CODE ONE LABEL SHALL BE 9TSTALIARON OETAILS,METAL SND WALLS SHEET 20 PLACED FOR WENT OPERRmO LA9ELNG TO COUPLY WH COODON 1709.82 OF THE FLOOOA BW.DNG CODE. 12.BERM N.V.ACCORDION SHUTTER SYSTEM$INSTALLATION SNAIL COMPLY%OM Specs,INDICATED N Mg DRAW,PLUS MIT DAEDNO AND ZONING REGULATIONS PRGAOED BY THE JURISDICTIONBRM ERM6 ARgR&D PIT 70. 11(9)INS P£0.PREPARED BY 7109 ENGINEER S CEIERIC ANO ODES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROAT.T;L4.WERE THE SITE CONDITIONS DEVIATE TROD THE A.E.¢ (b)COFRw=R TO BE RESPONSBEE FOR THE SELECNON PURcHARE AND DISTAL VITNI Nmem LIFE SAFETY OF MS PFmWOT,BASED ON THIS PIA.PBO4IDmEfS HHE*DOES CRIT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE DONDRIm COPIED ON THIS DOCLUva.CONSTRUCTION sArEw AT TIRE Is THEccN1RUTorrs RESPONSES OBTAIN PERMITS IN THE STATE OF FLORIDA (c)RAS P.E.D.SRL BE CONSIDERED WNMIO IF ALTERED BY ANY MENS. Ctl)SIRE 5PECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHKN Rt LL BECOME THE ELGNEER W RECORD(EOR)FDR THE HZOtECT MND WHO WDM.BE RESPONSIBLE FDIC THE FROM USE OF THE PEO ENGINEER OF RECORD.AGING AS A DWILGED ENGINEER TO THE PEO.INOINEM SHALL BUBWf TD INS wm TEE SNE ST2'COTC ONRINGS FOR REVIEW. (n)ORIGINAL P.ED.SHOL BONN THE WE AND ORFT»AL SEAL AND SIGNATURE O TUE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED a. xxxNAN°FAN°y� FLORDA[RURDNG CODE(Hon High Velocity Hurricane Zone +i Cy i'. 02017 Ru1Ern.Nc ETAL 02077 EASTERN MSUPPLY.WC. vi'. 02017 �. A a` r IL EG O,M�� A.S.S.A. Accordion Shutter System xv.aAnET w/Ea wfb xv.TDraEA wM i 3 American Shutter IS �+e T A p�AA♦ RLLIT TESTING&ENGINEERING COMPANY (ygSOC10fiOTl1 InD. / WB t5-OM @ k'nr i, : y. sE!m.Yu,s4 sw ao5.wffLw wms rlo:xA vtI /2711 CORE_, 07 Z7 17 aopiPb = jc7`-CyNLa..{rT Pn�.:thi (a0s)sxt-RssR 9288 WesVoads DTiv9x DRAWING No EB-mcfinD West POINT Beach, FL 33407 'x }7�}47 �0@AL1 a RALR E;1 ii1667 SHEEP P.E.�fi1Stf$ICNA1(IRE/DATE e 1 OF 20 i • • �a,v�ig . k0tiE9 �,.; 1.91• eb.""�'"�� tL`�'°�,",=V, 0 }. g � M4� R � ���� I,G.• �"w�e\ ,� r j Vt S ID @[ 5 yV 90'[i8 ARTER 3�HV UNIVERSAL FLOATER ` QUALIFIED oR USE Yr COVERED UNDER tiS AATENT d 5458179 O j UALIFIED FOR USE W/NV BLADEQ b HV bIRE Hv BLADE t HV WINDDW 13LAAD�Et p 6a0y-T5-ALY9Y ANRSFM6�R OVALtFiEO FOR E W MY .6063-T6 ALLOY AND tEMPER •5 LIMITATION$6F USE OF GLADE @ ON SHEET € - 4 .�,. ` BLADE i .37 �... 6063-T6 ALTD7 TEMPER i *r^`l s }• ro 6061 T6 ALLOY AND tAPER ,.c't OGS' �-'''• r}'y ...�.i• O 642� .$ 7 HV ADJ. ADAPTER W/LIP - D: uUAUFrEDORR, W/JW .'. .._..._.. HV W D}(gR-TRACK S HV ADJ FLOOR RACK QUAUFIED FOR U,E Yr/HY CNV TIjENC TRACK ss• R QUALIFIED FOR USE W HY X6063�8 AILDYOo 7EMPER„,...� BLADE"tt QUALIFIED FOR USE Wj HV BLADE) j •'ry" t 6063-T6 ALLOY A`f TEMPER No TED FOR1 ONLY. HV RAINGUARD 48. 5x63-T8 ALLOY AND TEMPER QUALIFIED FOR U W/FIY p TELIPER;{- r VAv[i w-� ELADE f 'a'ry' N 4•'a-,P VAI6E9 1,936' 6063-T6 ALLOY A D TEMPER e .Too II t �Z •I 093'• r.12V `1 D',' •670. ,.663' � � 4A 6]D � l�'A ;I 6 + �� - e�j� 1 HV HEADER/SILL , 11 HV CEILING HEADER 3 HD CEILING HEADER/SILL 0 FLED FOR USE lY HV BLADE T ON QUALIFLimD FOR USE tY/tit BLADE t ONLYHo / ysrL0 �6 ALIA4 AND TEMP€ �' W SEE SECTIONALIFIED FOR S FOR VALIDD'r.EOi¢I FlIED FOR USEERI L SEE 6ECnON6 FOR VALID - 60y%6633-TG ALLOY AND TEMPER "I"''" 6063-76 ALLOY AND TEMPER- 6083-M A�1:O ANDY PER t'i 181 MN Y Ltil t ( CWfPOL1EMr A D TI T2 % Y t _ .... . .. I+.,1 f• - @I 2• 5•NAX.I I/B' I I/6' I 3• I 3` �a69D' . ;(e 2• 5,645%.1!0.192• 0.492' H SIDE ANGLE QUALIFIED FOR USE W/HV ALUMINUM ANGLE 09 25' T"Ax.D.190' D;x9D' VAD OR ,% W BLADE Dj QUALIFIED FO USE W/HV BLADE T 6053-TS ALLOY AND TEtfPFR 6063-B ADE ANDTEMPERi Y 5'K .0.139'�OA31• 6063-1 6 ALLOY ANO TEMPER a�ai,r FLORIDA BUI 11 CODE(Ron fl h Velocity NUrricone Zone 131j44 .01r IRTE00.O!G X2017 EASTERN METM.ST4PGJ,Y�MO. ' BERTHA HYTM ASS A �1 L E C O ENt. Accordion Shutter System _ HY.r #1 W/OR Wjb NN.Yh WK RASE t TILLR TESTING h ENGINEENING..00MPANY AmerlCOn Shutter Systems ENDETCWPRDN OAa awwN 9I: 4G ATF Q Aa3 hl IVA R 9b m5 N OV6JC DR At Assoclatton, Inc. 4 OLD TS-M 7JI7 t OMG 07/27/17 O t Phm,:t2g57er1-4530.r,T 1(3D37m1-1531 4268 Westroads Drive s AWINGo N -n"yt••DIiIDt;..'",�4a t/Ll West Polm Beoch.FL 33407 n DRj VING No it 4MLTER A TAUT tc'A' } P.E:'3FA[, AE/DATE n2A6w 1,k 0 MINI s SHEET OF 20 i I i/.'-toll 1 �Y°'✓,4,7 A � jt{ '• gg �n"P� � t�Jfj 7� a"°as°.m P� _ =� N •^Ol HY CENTERMATE hats I rv, m HV LOCK HV EGRESS LOCK pUAI,IFlED FOR USE Yt/W BLADE{& I�A ONE `,{��yJ Q yg,Z3�7 QUALIFIED FOR USE W/HV QUAUFIED OR USE Wf tJ` 6067-TB ALLOY AND TEMPER.. QUADFIED FOR USE W/HV BlAOE 1!c ONLY �"—"� BLADE(1,1&Q'tq ONLY BLADE(1.)&Qq Q �`` w....•c--,ai`-'c..a - fip67-T6 PLLOY PNO TEMPER �"3} QUALIFIED FOR USE W/HV BLADE N-76 AND aliAY AND iEYPER PU31C HFM o r . s.0 soxv^ rs _ p-� ANEp tC 1 4 — � t/d"0 20 RiVNUT* Ltn »Aum}w+a nar mm rs .wxt I mm.Av tunvAcnRty v sr—a laz2• ctrebr6 tTxmMA PAA31pFNr.Hcx.R�Y mess me caul t'Lo iR°to r°° .ssa HY T" LOCK ®NV ALTEE�IATjyf LOCK LOCKER FOR "i" L0 C€NT RE MATE oU �FOR usE W/Hv eADE t oNLr @ uv FEMALE "T" LOCK CENT€R AT QpauFEv Fo usE W/Hv �'T 6063�T6 ALLOY ANO(ENPER' fy� QUPLFlED FOR USE QUALIFIED FOR USE YtJ FSV 6LADEQONLY - OUAtiF{E06063 T6 ALLOY A�MD6LADP PoNLY W/HJ BLAOEC ONLY. BLADE 7 ONLY. 6063-i6 ALLOY/ND TEMPER Eq� o t m t 1 4 � # *-TfN6BNRN 3 d � CriOAER OR 2t+•� tC%Cn1N6LA OAYY tGn. 25•Moi G7i OD r.t HO CkNTERMATE Wl 1.00KiNG ROp '.• "� "D (}' FlEO FOR USE W/HV BLADE 1& A -'�-a"�. OUhLWIEO FOR US£WI HV BlADE(S�&�A} C3)Hn r •i C$ 6063-T6 AI1DY ANp TEMPER 6Q63-T6 ALLOY AND TEMPER waves.tA't@L QUALIFIED FOR USE IT HV BLADE tt&. H•IM 33 oa 5/6'e-te t.t 6063-T6 AU.OY�1DrnBLAD .. TN4IOIUPo4 i arusu.0 ss+mts� $� F""l "ter^. no enAeom I 3t3' 4 1.0 KIS IVG ROb 0 � ' tJ+'R "k>. (R HT) LQ.�� 75Y QUAUAED FOR USE W/HV BLADEC,)7 �t ,q }jY 1/4 0 20 AISi 304 DY RECENT HPACYUAE MOmaE LOG(3 S.JeES 2]ST HOOK EOLT LOCM. 6063 T6 ALLOY AND TEMPER FPf ti!'.Y Bad—'16 AGE?AL `�, �.�RI U+ R � pUAllFVEO FOR USE W/HV BIADE�7�&fA't ©;'S INSTFAl1AiroN WILL REQUIRE A J/16'HOLE T�{-U_M6SGREWS `'� p UE1Ep„FOR USE YJJ�HV a E 1 --� F(,pp�Qp gp�01 CODE(Non High Velocity Hurricane Zone 0 ItlED31�T i;RACKS,FQK?PROpEti,EMBEDMENT,� QUALIFIED FOR pj NV BLADE OI _ LJP ,....,._ .t._.,._ 6AIce;ordionShutter 2DI7 WOW METAL".+APPLY,wG Ltttt''gV� EN, aavm RT Tu y S System tL ECO 1N r r ER wf0 Kv YAn M MACE *rd !' ' AlShutter Systems an mumsm LL 4P 1 T1LUT TESTINO&E14GINFERlHO COMPANY AesoclotiDn. InC. a t DME:F_:(33)itat-mat 4268 Westoods Drive DRAWING Ho .��;••.:2t1d's m6'aoeF�°ODtp m,+, wose ao(rzt Beooty Fl 33407 17-107 t sS/ saAu1 iitei t SHEET P.E.�SFAl. AN 1E 1Pt ATE s 3 F 20 1 i SHUTTER ASSEMBLY SCHEDULE FOR f HV M HV QA 3/8"I 41 t HW BLADE t .- i i to Btai E 1 .+ets•4- ^" ..�Bxs . FIV BLADE to 9 �� i' 1 N+WW v InaOE 9ssosz5' W LONG RECESSED NYLON,BUSHING y_ KKU cia.E "n CPe1w .0825 fB�' Y y NV SHORT RECESSED NYLON BL)S4{7N0 ®� HV NYLON HAT WASHEROOR . t3Nc I >PEON IH.7 jI J yo- HV WHEEL.CARRIAGE AISI 302-303 SERIES 0.870'.3116'THICK NYLON WHEEL C5}1 I CJ rl 1 2 7/B'iON� IB•t»NOON 0,188`0 AISI 302 SERIES B.S.RIVETS . . ... 715b i 3nQy4 9JA HV 7 3/4"ACCORDION PW W/18 HEAD m EXTERIOR til'2.314_ACCAROIQN P(N Wf_RS FiEAD_x..__ .. .. ... ._.._..,_... 4t. ¢-._....._ ._ .475' aFsx4s... _."... .. i POLYCARBONATE IMPACT RESISTANT KV WINDOW ;t 1 B 't:ttt{TYPICAL HV WINDOW BLADE ti�A AND I Oft® � � H i 1 cIP0 CARBONATE HV WINDOW DETAIL f�t:Y or @ r N.T. ((SIE NOR FOR REOUIRENEI7T5) ! ©OR BAYER BAYER RBONATE IMPACT RESRTARB HV WINDOW I hTHULON 3103 P0IYCARBONATE RESINS,W-STA81UZED GRADE OR SABIC * i s yU 1 i +TO SmBon v INNOVATIVE PLASTIC U:TOW 103 RESIN z , (SEE NOT "F"ON SHEET 19 i AOR® (t)HV PIN 0 SHALL ALWAYS, BE USED AT ALL EXTERtDR MtTTOMBKNUCKLES OF HV ACCORDION SYSTEM W/HV iQ OR j j EXTERIOR POLYCARBONATE SOURCES FOR 44 C LADE. S S E 1 ((��} t mv.,,rarorrs naava (2) QL HV PIN®MAY BE USED IN LIEU OF 0 AND ONLY AT RV IN Qoocit"sae EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV 1Q IM324• IS,N NN-FOR Et>60l1: BLADE WHEN CORRESPONDING TO INSTALLATION °11".SHEET 7. (s¢Har¢ roR a�+c�^+^+ um m� �u+w' 0sww• .ca6"— p REavtREHCNTs) var.+cxu: .t,°�a iw. meat naa naazm s.+e0 o-.+ eJw o-u 3 1LV PIN OR W t/2" O.D. 1/16"THICK S.S.WASHER D �+..e+�anm n naR aavYiu�O vxo nu +a..eo°., SHALL..'BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. "Y> - eNtaFk 4v9 e5t+11 0>Se +e ff->y +>R-e! . SHEEP HL CARRIAGE DETAIL as, #SJEMQ,LY LAYOUT saF xra:ax mss ua r ey°r f�c wu ms iasc,m0mn amA pw o-u eJro o-.: HV BLADE S6L1D & CAN 1HY WINDOW BLADE DETAILS N.T.S. rrtlTltu> pl���`` FLORIDA BUILDCODE Hon High Velocity Hurricane Tong V, o2617 n TM ero WzB N-AL MLY.. A �` Accordion Shutter System i I L E G O L N C. ■ ■ ■ H.V.BL9E$1 W/OR W/0 H V.VENOM BADE aAmerican ShuNer Systems LY N 01-00, aA c e �+ TILLIT TESTING h ENGINEERING COMPANY W R� Association. in*. 1 OU)15-085 f2t t n�1E: 47 7jF7 ,:;7•'"t. Q. yi WS ks Jaa R m.:m.xmau vaaC+s,swaot alt p—:(J05y0T+-ttoa.F:(M.11-+u+ 4268 Westroads Drive z 's's/�{1JA1,�.�0r'rlt °-m �ow6n0 steam V/est P.Im Beach,FL 33407 J D 17 G9O7 A"BMn lc P2, 4 '=A uc.g uts7 s P.E.SEA,/SIGNATURE//DATE SHE t OF 20 f ° mo KS AND CENTER6MATES• w� .1.6fMIDATORyfQN_DltwN N:ONE!N IPCK or, SN4.l BE USED AT 1/2 OF RMTER SPA14 FOR ANY SPAN OR, ABOVE OR 04Y i!2 OF SHURER SPAN fOR SPANS UP W TOS',AND FOR INST TIONS T ANy { ELEYAgN,.IPV LOCK or R3'NAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATIZC Tq Oft CENTEIOIATES W/(2)1/4'0-20 x 1/2'LONG FIAT HEAD SS.N5:LOCATION OF LOCK SHAL.BE AS WpIGTED ON r'a11 tl 7ri5CAL Sg n&/E+�2VNA,TiON. 2. V®ww1T I • lIX7Ci R rA§MMY 16E f/SEO AS AN 0499 W WE UOM SEW PERFORILIANCE OR FCONNECOON OF LOW OR SECLM NUPCEtOF3DAtE5 E OR®SHALT BE AS INDICATED UN NOTE(T)ABOV& ¢p-- LOCATTION OI'LOCKS SHALL RE AS INDIG ON TYPICAL WW"ELEVATIOR. ,{•� /2.Ts o H.v.LgdfsT:LOCKING RODS ARE NOT REWIRED AT URTRCANE POSMON,Our MAY 4 'E°JWYJa 6 G° 8E USED tF DESIRED 70 EWA SHUTTER PERF O 7dAI LfiOM RODS OR Mt ALTERNATIVE DEVOE ale NAYS ALSO BE USED AT�AC6fNNG NPoSRION(ONAHHURRICANE POSITION) d AND NS AND&REV Xy SMALL BE USED AT COftNEN Cr7tiEPodATES('OR ANY SPAN {I INSTALIAiIO ATION. L K r 1 .. ._......._ __.. -ATfAGrED'TO"d3 m4NER'LENTFR17A11:W(2r'il o®i/2LLi.bvc w HEARD sS�u�s.11 LD�NG RODS ..._ _. y AS An .. ... ..... .. TYY . g3 ._ ... ... Al zOP&RO ON SNµJ.RE USED. TION OF LOCK SHAU. AS R[OtCATEo ON TTT'IC2 SHUTTER ELEVATION[ NAKIEIIW 6H11TiER SPAN SHALL BE DEERUwED AS PER SCHEDULES SHOYm'oN SHFET 12• a 0DMH&I Me MY FOR Sc@33 •ONE ALTERNATE,HV LOCI( M4Y HE U M UEU OF HV LOCK Pr IDR IFO'SPAN ANO Q B J 5 $ LIST ONS AT ANY FJkVARON.AL TE LOCK WY RE IAEO AS AN NSIDE OR 011190E LOCK.ATUCHMENT I5 �I! S OF Tf4's^z0.3ja"SS.THUKRSatEW Tp OR.GA1 CElf1EiYLAES StNt1 DE MADEWJ iJa-s-20tSJ+•ALLRt. / i " °— a ' ! agp WVAM1IT AS SHOYM ON SECT 0R F VE,SHEET&DNE LOCK SIVSL BE US ,.1I2'OF 5H T ER SPAN OR TWO t f Ct!�aB C" LllCifB AT 1/3 OF SHUTTER$PAN, 6.MANA9S9A1'MNniRnN 13 FDR KEY o.uO�.mNR,iNsrufAnax3• om HV LOOK SMALL.RE USED AT 1/2 OF SHUTTER SPAN FOO ANY SPAN 0 12'ABOVE OR BE—1/2 OF SHUTTER SPAN FOR SPAN$UP 1 TO Ba'.AND FOR INSTALLATIONS AT ttTY ESEVARO tfV 4D 1,0 or�S @ MAY 6E USED AS AN MOM OR t OUTSIDE LOCK ATTACHED TO Q'or®SYIAMETRICAL CETNFRNATES W (2)1/4'-20 A 1/2'LONG PLAT HEAD S.S. $1Y END--I NS,LOGT✓ON OF LOCK SHALE BE AS INWOIIED ON TYPICµ.SHURER ELEVATION.USE OF LOCIGNO RODS Pt/ SHEOONETS II O OR o NOP AND BOTTOM IS COUPLETELY WNDATORY. . VMS UN D L H I ! 0 V Y M°G"`rinETyp OF CORNER 'NOTES ON NV 'T' LOCKS AND CENTERWATES' i--wnmt° CENTERNATE I. 11-12, W.TO�� ACLT 0•15Ta�. ao. wCf AND RELDW NNSPYw.USE OF TYlO LACKING ft00S�IDP AND DOTON6 A1k/0AT0Ry. . C..®� g w T�9• «Tv^7 ® *LMS- CK _C ES; i.�, He cert{g ,{j OR:3�LY/f33:ONE AULitW.TE HD.LOCK 3C3 MAYBE USED W UEu OF TYPICAL(1)HV BLADE SHUTTER ELEVATION OR FoR AIA SPAN AND MSTA UTI0N5 ATAAA-N�'�r ELEVAM N.ALIERKVE NO IDCK�t Wy 4 E0 N.T.S. AS AN W'SIOE OR OUTA LOCK ATTALNYENT OF NDtObt t'P TO 6 WJ 3 Q8.3J8'F.H.S.SbtS.,AND RERUNS RB1R'ORCEUEHT HBER7 A5 SHONN ON S"ECDOHS NOB-M+e AND NOC-MVC:SHEEP f 0.LDCK WY BE R ALLIED AT YOISPAN OR 12'NAYWUN PMM OR ABOVE UWPAK USE DF LoMw RO06.39 IS Ca1JPmay OPTIONAL on High elecit urricane one 02417 TRTFC%N.PIC. 92017 EASTON UETN,SUPPLY.WY:. 13 "_ �_ �►. `■.7.A. Accordion Shuttee AH ystem IL ECOMNc. HV.RADE#1 W/Qt W/0 NV.WfWY MADE Atn@rIaTShutter Syste7LLR TESTING k ENOIWE1RtNGCWAHY ms otxawnoH Tutt ownN Rn LG Assoclaflon, Ino. 1 Olb 15-OBS /22 T Doc o7/27/n t cnw:.:fxSTen-TSSo,.F,.:f]OS)eT1-t"I 4268 Westroode Drive s West P.I.Beach,FL 33407Pro s DRAWING No s/aMALE�eIj11 V.,RR 4 We Jr.PE P.E.SEAi:JSIGli'URE/DATE 1ioROA I;w t 9161 S SHEET S OF 0 i • - CRrE AN 83 POIr{DD CONCRETE POURTO =' { - �.�.„ .-. y_.;::_....: BO E,,,, (5EE sogx,=ON OR mRGiZE&BCS REOuRm I aY TOd/�'SS CbNCRETe' '^+_� REONRm 0'�13) CONCRETE ANCHORS 1,lE SCRET'r5 REOuptm fDA. t !—. (SEE SCR ULE ON (SEE 501E AIIIIE ON 3} (stE.SCHEDIRE 6N SNEET i3j"'s� ,'. .,•Y: j S4FET i MRS O 1T•d.C. .i4+. -t/4'f-10+3/x'SS. '.•• r ., ; % UP, E _ t,, uswe 0,,,. o NUTS _., 19 a• I 'e'Iz' ( .3501 lh. 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(+OLREO CONCRETE-� SHEEr,J) oOR RCO RRt-fE.Ot — ` ..: 1{t� OR.COlcRETE at= WALL REOIORn) /^ 149t,GRETE ANWORS wo-w rD) S N PoUREDepxCREE—� (SH tsci�LE°N GF I� WALL SILL INSTALLATION '' '' ``r •s- "`� PALL REQUIRED Et� HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 1-SEE SHEET A nA TYPIG,.!OIIrREp •E 0. mOE OLSTMICE ♦SEE tW1TATAtiS G O TOR TSN LWMi+iO$CRDN5 GN DE GONpwED {S{E`.BE'CfY1CM1TfONS OIrSHEtT i3) BIfiEA Dtl 9IEET 19 LI/ HV BLADE IN err.wAr To.sort Avr ustaulorc AAAA Ai FLORIDA fULD1NG WDE(Non Nigh Vetocity Hurricone Zone 02017 EASTERN NEDO SWPLr,wG BERTHA WV,,, z �� Accordion Shutter System Tit rE c o,t,�. A.S.S.A. H.V.P.IACE 91 W1 a7 W/O F{V.Ydtd10N RAM _ � ,��`,�;3r TRur TEST)Nc t==oAitvtNY American Shutter Systems py�wpnpN moT owm, °s Gi'T �a , Assootatloa. Ina. 0l0 1s oes T/T r ue pr/zr/n s R,OR 'a .tL s_N. nnaa am r WwP.:(!oa)ari-,Spo.ra.:(sos)eo1-1551 4288 WeOroads brM a West P.I.Beech•.FL 33407 s O�W�NG No S-.`��aNALfGCsit`` Ee Dow" 4 17-107 �'•'� IrAAte.✓ T—a"TWE h.P.E NaaOA Ik.D aa,sT e - SyiET 0 0 P.E.Sf%4L{SfGtIATttREfQATt - V MUM COACAETE ANCHORS : y�F,�,. �*` ,*c.._ (�♦ . a atnuwat t CONCRETE (SEE SCNEOUtE GN SHEET 13) ' roamE7�IIRG 1 I f0 a:ss ,t REOVRiEO 60GE if rl 14 � ' G `m�v". /E Q APPS�aVH�L,S awNc t6ag I—�x>'rm T �'(- � IaeenoN i' pt°,3%P Irx%vusxae��i ,I I •'-� 11 nL S TIX SCRFTiS O TY APPl1 O.C. i 8; .� ' ( EDGE`6 S/e1 w. CONCAEIE M'CNb0.5 . 1/ . © ') (SEE SCiF011LE CAE_E BMGF GVss—� EbCE Q`fk i �PPUC�&E :'% •/, StA9 lF t%2' '/t•. EDGE 1 "O POVRE9-' G IDe'1P�RNat j, AP pCROE •- (SM NEA°CONCRETE ANCHORS . 7-1 1 OR •Ct7 t11� �–'=� REOIq"RED / U- CON°RR (50:SCHEDULE ON SHEEP ta} ���.- { �Ftn7 N CON'6R IE ANCHORS aasmaQA _/ ---E.'o.• :��t,,.`''". o.. tsEE salmui.E orr slcEEr la) It TRENCH,._INST1l.�-LAT ON (—E U HV WALK-OVER INSTALLATION DEM°NPRPRYESSSURRE.RATWG&FOR SPANS PER QF 4HV FLOOR IN�fALLATIOK f _. _. SCHEDULE Qa:SIW tr _._ HV -INSTAUATION- - -� usnw 7------ O3NGREtE ANctmRs. �� ! (D ( PEC 60U E aN J+re a�a sm nl I I t EX SM,_,,, `° Ensmx-1 s_� aa+Aaax aT Ttre r>aos I V+' I GLASSrl GLASS�Ipff��maiaa sae f.1 D ; (�II roma D>& T w � • $ 3 ae Q ' a• / ,• iiasx3H 4-H t, a' 3 a teat. i i ` LnN IW SCREWS (Taxa/a'. rT/a', / I 4� lEtt SCREWS 4.Y O.C. ' coRCRER ANGIORG r - 6 7 S _ _ !; /aro-m,S/a•ss us oR t/a•P-zo S.S.us. f t ,O"r' �ta.3/a•s°s 1/4 NUS a S• A I, (SM StSNMA"E°K i f a 9. SKEET ! F L NaN SINNGIVAM1 7­18 1/z' t• I _17 18 ' 'j ,..2m•DkIN. r.Uu(a¢oRa,M j: + S -` yy f t �` stta°� Ley\�9ta.sJa•kx so.s. wN.. .I�1]/B'-•1-1 7/8 I PPPDCAatE 't CONCRETE ANCHORS \SEE NOTE •' 0. PaUAw CONCRETE (SEE SCHEDULE ON M SHEET t POIlREO NNCREtE C.SHEETUS •=, • t „—"°- I.-,—� REONR BLOCK SREEf fa) OR C°NCONCRM GAEYE BIDCIS —y • . REaNReD ©j(CYS�QNE MOUNnNG INSTALLATIQN OPnbuL PoWn i HV WALL FLOOR INSTALLA NCRM –TION WAlL WALK^OVER INSTALLATION e`X59 'G`'s``° R HV RAINGUARO INSTALLATION t �.-'— •� i']NIS RISTAWTttNt StaLL BE �� FOR tal R TpN OF 9 E 0.a EDGE peTMICE RsdWA "M PEAFGRUDD ♦SEE ti1RAlWNS USF Fat I—SEE%SSEUM,W a FGR MGA PRIER (SE`SPEprKf.RONS P.� ') �°^�'°'E'�'GALE' �° °"�`f Ve INSTALLATION. DETAILS W/ O HV BLA[7E w Mr n'A`r To SURA cnoks"'"SE w AULAna°NE° #'s R A Y"' ROBA Bll(ID1NG CODE Non Nigh Velocity Rwrricbne Zone 1St S•;"✓• •••••• Y" .20171 TECs.M Q2UI7€ASRFM UETAL,SUPPLY,ING Nsjr`•;�s: BEBTKA HVTM o. � ■ �r A S "' A Accordion Shutter System '1�_• ! ? II II. C"C©INC. ■ ■ ■ ■ KV.■ADE$1 W/OR W/O KV.'A1NDON t!tnnE . a ; ` ]% ' T1LLN TESTING&ENMEMNG COMPANY AmaYlcan Shutter Systems' N °N aATz cwaw sr. Lt. = p .'p:? tt1 ens RQ.Ssa,s..5a.Ses.NPG,W aNi0Fa6 RAfisx]lI6 Assaclallan. Inc. s OLD 15-OM ]J2r/7 OM G727/n t Plwa•:f>�NTI•tsro,Fax:(aos)8]t 7mt 4288 Westroads prive a DRAWING No 0 _ _ to + Wesk Palm Beach.A 33407 i 1.7-107 WtLTER A.TLW ar.P.E. MRM E•+:!Nte] s SHEET P.E.SEAL/SIGNATURE/DATE e 7 OF 20 SEE..END WALL ONNE TI ON..SHEE x-1.0 A 18 so:rlmcs ar iocgxc xws Q.Nr iaeesC3 a�3 EwSiIXP G ASS INSTAL L ATIMS W! HV * " OUT sP IN ;/— 8lADE H CEN ERMATES CQ RHw,ES rP ram—E+AU 0 4Rmr_E END wAL�coNaEcnoN 1 ©ao® ��Sa«�®3"oI •��5 a!�. C 0 DSN•P L----«-u5---------- r -r-s-oa-S-NE-ET-S +D-rr- ___/__ _-------- sr sf+ z 4t >r j SYMMETRYCAL (co>n-Ts suor}nw. ANaE w/zJ'+(Ps'+rAPcoN +/z" °•®'� j C TES 1 CENTERMATES ,AN. 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Inc. t Ota 15-Des U OOO 07/27/17 + Ptkee I(a0S)eTlaa]O,rae:m51e71-tem 4268 Westroods Drive = slntVAl E�\P+ETT "m-m.7lo a weal P Im eech.Fl.33407 a DRAWING 1 11 7 107 uae•a` rn�nE-Ax nut P Jr.P a P.E.SEAL/SIGNATURE/DATE 10 OF 0 i 1 I SCHEDULE#I SCHEDULE 42 SCHEDULE A3 MAXIMUM SHUTTER R SPAN- Lt•OR-LMAXIMUM SHUTTER SPAN*-L+' IMUM SHUTTER SPAN*'L+' (Et.).FOR INSTALLATIONS W/ OR-L--(n.)FOR R'L-'(tt.)IHSJALIAAiION$ INsrallplou)F�Fxq !._NOTES: S.E[�MATES..0&U�31)., Or o17Y�or V9 tNSTALLATtONS Y./ '— W/ONE NY.LOCK ';7 O 0 r or t.OtM,i�Cs�& WOOp (1)L+:MAXINUM ALLOWAfRE STAN FOR A GIVEN HD LOCK W/NO LOCKING RODS or ONE FN LOCK or or & W/ONE HV LOCKS PDSQIVE&S.D.DESIGN PRCSSURE RATING. ® O,R W NO LOCKING L-:UAX AUGWABLE SPAN FOR A GIVEN NEGATIVE CENTERMAI@ 28{�29 Wj ONE W/NO LOCKING RODS / Y)ACL &C,. M;N.0.P,q, A.S.D.DESIGN PRESSURE RATING. FQ'r LOCK 30 W/TWO L02�K}NG (SEE NOTES T.ft) 005 MOUNTING ,K R.S,&V. 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IFNIMUM DETERMINED SPAN BETWEEN 2+'AND•i.-•. 40 13'-10' i]'-10• 14'-r 19'-r 40 I3'-10' 'I3'-t0' ;40 14'-2- YS'-2' (3)PROCEDURE TO DEILT4,NE MAXIMUM SPAN FOR 45 I]'-1-' 13'-t' IS-4' 14'-J" 45 13'-1" 13'-F' IS-4' 14'-3' 1 M'CORNER CIDDE NTE}3 W 6E USLA AT ALL COLONATIORS IN BESYlEF]F MALL UOUNTING`+50 17-S' 17-5' 17-8- 13'-7" 50 17-5' 12'-S' t7-3• 13'-1' MWNi67G INSrAI.1AA0N5.LOCIONG SPECIFICATIONS5S _Jr 1n=. 1T'-in= - _- ..}i•_I••--1 f••+'Ir---- -sNAU L1EAs woluTEoDN NANDATORr callomoN�'z ...._.NOTEfS1FETFORA[NEN POSRTVE ASA.OE9CR PRE551,'RE RAANG:IO'-10' 17-f0_ 11'-f' Il'-11' W 10-10' 10'-10' 10''1' omWf`�'' ^ - ,.�•.�„� L,+ MAX.SPAN FOR WALL TIOURRING UWALLATKINS 70. .I0„•_6'.., TO'-6” ur-9' 11'-5" 70 1D'-6' 101-61 ID 8'-9' 9-4' LT—MMSPAN FOR FLOOR/CEILING MOUNTING 75 10'-i- SD'-1' 'ld'-4' T-i' 7S 10•-1• f0'-1' 75 - a'-9- 1'1'ESCEPT THAT NAXIUUII SurRR INSTALLATIONS. e0 9'-10• W-10" 101-0' la•-9• 60 9'-f0" 9'-10- SPAN 1+•OR 1-•AND FJAriWtd ASM DESING 85 W-5' 9=6' 9'-9" 10'-5' 85 9'-6' 9'-6' PRESSSURE PRANG FOR IR5TAIATIGLR INTO CONCRETE FGR 6 GIVEN NEGATIVE ASO.OESIGN PRESSURE RAi NG M COtICPEIE BLACK SIAL BE IPUOQI AS FOLLOWS: 90 W-3' W-S' W-5" W-107 90 9'-J' 9'•-]' DETERMINE: 95 9'-D'� e'-9' 9'-2' s'-tD• 95 9'-0' $'-B• 1-CONNECTION$TO KEYSTONE MOUNTRSC U--NA:/.SPAN FOR WALL UOLtNTiFFG tN6TALGTX)H5. 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Gus�safluc'sa�u Txarlrro ("' (SEE SCIIFOtM1E ON SHEET I I)Sit SHELF j i'�i (sEE:a¢nutE oN sx¢T rsl } H FCR L 9RM9 OtA'SS--'j ! .,..y._ : p'rt•CdNT.S(1, RR T � ' •+ isJTE RE0'U. t s,nm(D&Q V HV WALL HEADER INST LA I ABON t) IAV WALL SILL INSTAL MRV4'IALI lEAOFR INSTAL LeTION ° t I } tuL sFPARAnDN m Gus ) tttN.$PWi;Oti TO SHEET I } --�(sS SCI477Ot£oN SHEET I, EASRND (`—'—(5E1i SCEpAE ON SHEET I1) pOLASS '! wX.sEPAP.AitON Gvss—J Z 21W ODNF.•3 mE's&R;7u ON SHEET it) I _ i ! rl �zOS.7(F ISs'S5. 1 USING. o/I1'-40 1W2 1. 1 L_.J .racxlxE scREus w! 1 t a o r .c. t ! .t/s'-zR Nu1s d 19' I Ott j: ::it •}{ 1/4•0 DTtPOOhFORU OR'Lq CON M MVAN 1Y} Cm 7HAEAUFORO TECHNOLOGr Wj 1 I/Y 214 CaM, `--Yw PEl2}MMtt.OF IHRFtDEd A4N m ' v EFL -t/4h TAPCON OR TPPCON YRM ADVANCED ``*•SILL PIA/E :t' ismEXtSSO•DOD wHILSEE L ,•1,+,!i1 { 1/4•A iAPCUVOR AEOb. {. �` (SEE SGIRIXAE i3t SHEET 15) TraEAnrDRu TECHNOL2XN tVf tf2• "tit — \ ' TAF•GON WTM AVVANCED 1-SEE SFIEEI 4 fOP m'X.'AI. .-:'I %16 ,\—A"ISM Inn.Pa1EGATXIN OF TNISADED ARG wo KV1,000 1n. 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Ino. 1 OLD 15-Des, "pR" "'St•�'T0S' ""'�°'s "� 42118 Westroaes Drive E o.s:t-DsWF1-luo.Fru:t70S7eT1-1531 oRAYAN9 No y+l n .•ma.:usrmeuA.c's. West Palm 8eooh,FL 33407 5 �sja?AiDt�,`�{tdttt MTM A_°°°8uu 10n.PE. a X 7-107 FLOM Itc It 141815 SHEET P.E E'fOATE 4 6 0 20 _-_-_-'-- - � � | � � - — MAX, NUTTER SPAN Lt OR L- FOR INSTALLATIO S P IV RUDE In ONLY /-WALL MR SHALL.BE LIMITED TO 105.0 psf, A.S&.DEOGN-PRIESSURE-BATI - SEE SHEET 19-FOR MAX SPAN & DE5MN LOAD FOR INSTALLATION WIT BLADE(1) A)WORKING IN U ISON r U- -7 RAFTER 0 24' (SEE SCHIMILE 01 SIM 15) ARCHff=PRIOR M 2/2' xgv 7-- B—IDWAO SOFFIT U—TRK ADVANCED or or I'TORAL F50 CM HOLE A7&0ION SEE WRWIRE 0. MT 11 AT CUM C'URE. RMALLADOUS WnH GL=4%— DwALAMt IS any mum Lo EQUAL OR Y. N5117ALLARM SEPARARON TO GLASS TO CUSS EoSaNG LOCATIOR DECK KOUIRED 010 SCPBM 0 12'.. (.0 FINISH IF Apfu LE Apswvals EDAM "'N somaux OR Saw t5) EUXIING WOOD REAM 0 HV WALK-OVER INSTALLATI914 Cv,BY-WALL—SAULLMSTailmoll OWIPL FLOOR INSTALLA110M MIDI CODE(Mon High Velocity Hurricane Zone, BERTHA HVyu A.S.S.A. gv.Acc6rdion Shutter System American Shutter Systs me RI;GNMRING OOUPANY 1.57 21117 Association, Inc. I T OLD 15 7/f 4268 Westmod.MV. 2 CON 33407 0 17-107 ' READ 2. RF/DATE \ | � | ` | | END INSTALLATIONS( BY BLADE DR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS arms scan sn"rms"i moo 1191 rw•tmc mon rr a�ui•r 1 f} •\ � \\ sr mua�`ws> rw / o may. ,yF C°�"uwu i c-��s'a) I M Holm. tiM9fa la Rrs3� IM Wa tR A644 n8 y 0 7 (8CH,5-M-1 tA`wt roY `p! 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FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ;its lam' J.'-: c=I?Tow.Bim. 02—FISiIIet NEW.SUPALYr M �� Accordion Sbutter System Tii t�cafN�. A.S.S.A. ? •j > NV.aAM$1 W/-OR Wf0 HV.4HMM RACE ? 7 ntuT TEST rte&ENGINfEiUNO eouvANT American Shutter Systems n. acscvmnan aue nwn en e TI ns sax i aH aoa.waw uwna.nam. Association. Inc. —, Fou>m-oes��Ei /n/I ax 17/27/I1 alwwr.:Cscs`en-taw. I. DOW,-toot 4260.4(estraads tOdue T West Patm Beach.EL 33407 ORAYANO No 17-107 LP.E.SEAL/SiCNATt1RE/DATE SNET90E 20 i i �{meq (Y� p In ^^^RDH) cx nFP'p 1 WO YIN•IN A 0 Y Y Y uNLSON WIiN KV 0NOM i,lWL ASD.DE9pi PRESSURE RATRIf.'♦I ld,-IIO pal. 2 UAY,SNVM SPAN:GS• 2 a ALMM MOOMMM&D.0 k H ON SIIEEIS N P.AS WELL A5 y� /: d �! Na•JNaNW Y,0.T.Uri&yx.W ON SMM 15 k 177..A�, �] Vml:/'I $ IEr`a $` FD STYYE'a¢aY(OR OP 09N0 IAYM � OSWG ° r ryp, Em 5.'tiQ NY tR107'tua,�tME i0 Sxgf. ON VA L W/NA ON S OF J OPfA1MS (3'i NOtf.S)FOR try PDt-aALf AT SPAeDGS SNONN iffET i. 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P SF,2 ALWAYS BC W51aUFD aD1aC{M ro A SOW WY •' • ��A > BL,LE 1 AT En¢R 5EIE OF TNFAL O; SEE'fWD e (P1 WOW or 1N WWOtlW SiW1 BE P6ia11E0 31 11 TABS FACE CONNECRON , § RIE d1IEdOR,OF Tid;dPE o BFINO MNIEOtE0.HY W4100tl Hjl..ST BE OETAES Ox 5!a'E15 I 3p OSRT OJSTAEED Nm tOIXEO iliiVG A!N SETTING TOOL PROAikO 8T A550. 1. n1LL NSR^ ; lip 0.SLE AVa10R sp=NG S[NEDUIE AOR YISWUA—TWO WOOD f l t RB a Di11(W1 ON S 1J,.LRNi£O OY SPAN AM MaN umn=Nom b ANCHOR"Pug"'Stl¢dUNE FaR 44sirtf 12 IXm PUURED GONaiEiE OR E4xGiEiE Ht N YYBE ON 2N OV).&13 AS U10iED 8Y SPNI Alio OcT�IGN LOAa(SE£N016 I k 8 NOVK). 8.dWQ1Rw svP SON W oA $QIEDaLE PER ASN E-fnk- jM TOP a N.MR�u'ARE:os1S) W -1 W 1 6 7' YfAO ZW1E _ww SEpAPAiION ro CVSS t4raRi 5 TWN J i' --_DOWNG asss ELEVATION .�i"°�au`E A—ON TOE.ocw 4 ----•---'- -^�.--•...--"--- `--•"� _ k901 M^a 03EE TOR EIALE.,DI 'T,P. sYUYE1Eau r_YJ,TrnYATEa`l�Y 7�':�'�• � / m� 1 �1 i ) »lo �tsE`.NNaTNE s AEar1 1 PLA TYPICAL t1�HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUT—TER* y}j1tAAAfit!( „+ FtOR@A BllIEDIHG CODE(Ron Nlgh'Yetocity Nunicone Zone ......... .7031 MT=. a. W17Els EHN 1 a supaa,(NO. �1 FBERTHA Fffl�T. z%wa }�._.W A S S A Accordion Shutter System �L C O'>tNO,. ■ ■ ■ ,,.Accordion #1 W1 CR W/0 KV.WNW/GIADE American Shutter TI4Ui TESTING&ENG E RING COMPANY Systems Ev. a IWl BATE mae3r EW Le . IIj A390Ctatton, Ina, 1 OLD 15-085 fD 1 DA/E 07/27/17 e(d � eac as.,rx sti sl.:m.vxam Gni Emma slc DRanv;(ss'e7i-151tl,,Fu:(Jas)en-1531 4268 P7eslraods Gri- s GNAWING No mat latozkl West Pot.Beoeh,Ft.33407 5 -s8/ptT7Atti�� E6-waF:1e . 17-107 .LM A TNR 1,P.E. SH EU SEAT./SIGNATURE/DATE. noNe.A Dw t ulsi s 19 OF G-. i i II i aw �h INSTALLATIONS Wf L HV BLADE $C HV CENTERMATES ufiT � T -r Mo: 1 43e INTO METAL STUD WALLS a6 o.C. 0 4J ^e W H { - VY 416' \.7 1�4"e NOMINAL GENERAL LIM CONDMONS OF USE ALUMINUM SLEEVE Tz FOg HERMi HY i AOlDIDN SHUtTSR 6063-T5 AMOY 1.]/�'.a 1I4;n6ae•rteoe len 43c 430 0 .N 61 3 I RVM INSL 1ON TO MAI !TIUD WALLS e•o. 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