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HomeMy WebLinkAboutProduct Approval T lorida Building Code Online https:llfloridabuildin&orjpr/pr app_dti.aspx?param--wGEVXQwtDq... s, ;f HM Home Log In User RegstraWn Hot Topks SUL•mt Siertsrge stats a Farts PUb".'TbM Fac Staff am Ste(.Tap Lmks Seamh Business, Professibral (,I'D ',. i Product Approval, a USER:Pubic User ■ Q E C E IV E.LD ! Fl4ik'CLf`!�G.BYS%�•HE!�:•>PSC or_�r4�y�n u�iC.h>F�.r','��^.��45>6r�r"me:.o�$a] DEC 2 0 20116 b } FL# FL389-R8 x Application Type Revision PERMITTING Code Version 2014 St. Lucie County, FL Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33 x m2iig I L (561)209-8263 g' bfeeley@easternmetal.c t'R z " " Authorized Signature BIII Feeley lrodriguez@easternmetal.cvm 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 vrho developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardoopy Received Certificate of Independence FL149 R£3 C0I H'!ACCORDION CI NOMHVHZ f 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 from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 l of 2 9/8/2015 1:19 PM Florida Building Code Onlinehttps://floridabuilding.or=fpr/pr app dtl.aspx?param-%YGEVXQwtDq... Summate of Products FL# Model,Number or Name :Description 389.1 —�_ Bertha HV Accordion Shutter-Blade 3-Extruded aluminum interlocking blades retained by tracks(top and { J(Non-HVHZ)-Drwg 15-086 bottom)for storm protection { Limits of Use Installation Instructions j Approved for use In HVHZ:No FL339 RS ii A.5.S;A_I C;t g%VG.15-dao-a f t Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports i Other:Large Missile Level"D".Max span is 12'-7"for 35 psf positive ? FL389 R8 AE A.S.S.A.INC_E.E.R_CRV1G.iS-QfiE df ASD load and 13'0"for 35 psf negative ASD Toad the HV3 blade w/o ICreated by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD load for HV3 blade vi/o window 'blade and 8'-11"for 62 psf,9'-6"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 sheet 5 for other spans and !ASD pressures. i 1389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum Interlocking blades retained by tracks(top and i Only-(Non-HVHZ-Dnvg 15-085 bottom)for storm protection i 1 {Limits of Use Installatlon Instructions Approved for use in HVHZ:No FL39 R8 II A.S.S.A.INS. DR4V(.15 085 df l { Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc Impact Resistant:Yes Created by Independent Third Party:Yes { 1 Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span Is 16'-0"for 30 p-s f EL3P RS AE A._% .A I dC. F.E_R_DR 1G_15-085 HV nsif negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes { {configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.load for HV i,blade for Keystone mountings 7'-0"for+75,-75 p.s.f.for metals stud i mountings and 8'-0"for 110 p.s.f.for HVI and HVSA working in unison. See sheets 7,11 and 20 respectively of Installation drawings for other j 'spans and pressures. 1 ._..__.__--------- — 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and { (Non-HVHZ)-Dnvg 15084 +_ bottom)for storm protection `i Limits of Use — _ Installation Instructions } { Approved for use In HVHZ:No p 1 Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc i Impact Resistant:Yes Created by Independent Third Party:Yes E i Design Pressure:N/A Evaluation Reports { Other:Large missile.Max.16'-D"span at 30 p.s.f ASD load for Blade 1 %L389 R8 AE A.S_.S.A,INC;LE_R. DRV.!G.1>-084.edf and 18'-0"for Blade 2,See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes { respectively t i '�ak7r? itteal. Camatt Ug::1940 Nondt Rtomoe Street.Talahassa.Ft 32399 PhorR::850-467-1824 The State of Florida is an AlVEED employer_Com driN 2007-2013 State of Harlon.::prUM State ment::Accessfi..*iv Statement::Refund sWement Under Florida faun,email addresses are putt records.If you do not want your e-mail address released in response to a public-records requm4 do not send eecbvitt mal to the entity.Instead, contact the office by phone or by tradtlonal mail.Ir you have any question;,please contact 850.487,1395.-Pursuant to Section 455275(1),Florida Statutes,erietWe Uctober 1,2012,tcensees licensed under Chapter 455,FS.must provide the Department rich an email-address ITthey have one.The ema5s proWded may be used for official communication watt the Vwsee.Hotvever email addresses are prb:c record.If you do not wish to supply a personal address,pease provide the Department ivth an ema9 address whYh can be made avalable to dna pLt2c-To 6etermkie if you are a ftensee rudder Utzpier4S5,FS., click hVe. Product AWrov31Aocogax sd unit.-::.;•-:.:..- of 2 9/8/2015 1:19 PM GENERA!, O S: 1.BERTHA ILV,ACCORDION SHUEER BYSIEH SHOWN ON THIS PRODUCT 6VALUA110N DOCUYkNf(P.EA.)HAS BEEN W-ED FOR C-ONCE M ACCORDANCE WITH THE 2014(Sib EDITION)OF THE FLORIDA BUiD1NG CODE THL'R A.CCORIXON SN¢rTTR SYSTEM SHALL NOT BE INSTALLED AT HIGH VEIDCOY HURRICANE ZONES. DESIGN WIND LLADs SMALL BE DETEBUNED AS PER SECTION 1920 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABI,F OF CONT I_yTS SE O'NSTALLED WITH A DOECTIONAURY FACTOR W-0.88,USING ASCE 7-10 AND SWNL NOT EXCEEB THE MkVMUM(AS.D.)DESIGN PRESSURE RATDNGS INDICATED ON SHEETS 11 THIRD 1%19&20. n.i' FAV t3LAR � w IN DOM TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DESIIffiQNED PER ASCE 7-10 SHALL BE FRUST REDUCED 70 A•SD.OLS<ON WIND LOADSBY MULTIPLYING THEM Br Me IN ORDERTQ COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. GENERAL NOES SHEET 1 IN ORDER 70 VERIFY THAT COMPONENTS AND ANCHORS ON IM P.M.AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS na USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WAND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION!SHUTTER SYSTEPS ADEQUACY FOR WIND AND LARGE METTLE NMPACT LOAD HAS BEEN MIRED 91 ACCORDANCE WITH SECTION 5 2 809.1OF THE ABOVE MENRONEH GORE AS PER : TYPICAL STATER ASSEMBLY 36-44 SEET 4 ATL REPORTS: TYPICAL WINDOW BUIDE&WINDOW DETAIL -FN BASED#0214.01-•03,x0715.01-03.#100401-05.#t2140T-05./0317.02-06,/0909.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E:-Tom ARFA n r n11F' A1vD 1{\7 WIND^uP tat 013E(� AND E-1906 SOJNOMM(MISSILE LEVEL 0,WIND ZONES 1,2&3)&01270.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MLSMLE. WERE,AEPLICOLEQ -HV WINDOW BLADE O#0505.01-08 A5 PER ASM E-ism AFI)1 E-1996(MISSILE MEL D,WIND ZONES 1,7.3)BASIC PROTECTION ONLY AND®0725.01-88 AS PER TAS 702 PROTUCO,L TYPICAL SHUTTER ELVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE()AND IN WINDOW BLADE ® ARE EMNEEIRED To WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND COMMONS OF USE INUICAM ON SHtEt 19 INSTAL mm mrAiLS O-FA.CONCREi EILOCK SHEET 7 _ CE NTERMATE DETAILS HV SHEET 8 3.SBERMTANLFSS STEEL SCREWS WITH 135A 1�)YIE1D STRENGTH AND 80 Rai TENSNE SYNENGTH.PINS CONNECTION BEC TED wVH BOURA,NV#IDACROSI9EID COATING SYSTEM AS MANUFACTURED BY APPROVED X71=ALIFRNAl1NG DETAILS HV SHEET 8 COATING APPLICATORS,REGISTERED W BI AMERICAN SHUTTER SNSTEAS ASSBDAYMN.PSHS MUST BEAR THE FN MARXING ON THEIR HEAD. BLOCK SHEET 10 END CONNECTION DETAILS 1-6,CONCRETE/ 4.ALL ALUMINUM OfTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY ANO TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T8 ALLOY IS 300 W AND 38.7 Tial FOR UAKIMUM SPAN TABLES SHEET 11 6065-15 ALLOY. ANCHOR SCHMME-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO 6E S'rANL m STEEL 304 OR 316 AIM SERIES OR CORROSION RESISDNT CaATEO CARBON STERIC AS PER DIN 50018 WITH 50 kW MIN.YIELD STRENGTH AND 90 Isl MIN.TENSILE SRRENGM. ANCHOR SCHIEDULE-,CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA WMD04 CODE SECTION 2411.3,3.4_ ANCHOR SCHEDULE-CONCRETE&HOCK SHEET 14 6.BOLTS TO Be AMM A-3O7 GALVARZM STET.CR AIM 304 OR 318 SERIES STAINLESS SIM WITH 35 W MINIMUM YIELD STRENGTH. ANCHDR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE 1):12,13,14,15 AND 2D INSTALLATION OETAIIS M-R,WOOD SHEET 16 INSTALLATIONOETARS S-X.WOOD SHEET 17 W BADE Di &O WORKING IN W95OW 12.13&15 END CONNECTION Dams 7-12&%WOOD SHEET 113 -8.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEAKS A U.S.PATENT#8779,582.COMPONENTS OF THS APPROVAL ARE COVERER IN WHOLE OR IN PATO BY U.S.PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY•IMG, AREA 3• W WIN=13LAS ONLY S.IT SHALL BE THE RENAMIMU1Y OF THE CONTRACTOR TO VERIFY 7HE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 70 DOM PROPER ANcHORSE.CONTRACTOR TO SM/CAULK SHEET 19 .ALL SHUTTER COMPONENT EDGES WHICH ROM,THR U FASTENING IN CONTINUOUS CONYACr WITH THE WU NG TD PREVENT WIND/RMN INTRUSION. TYPICAL SHUTTER ELEVATION im TACH UNIT MUST BEAR PERMANENT BABE.IN A VISNBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE Ati W AND HD 4. 11V mNDm BLADE Ci'}ONLY CFNIEWATES AND MACE OR LOCK ALL W AND HD LACKS 11.SHUTTER NANUFACTURER•S LABEL SHALL BE LOCATED ON A READILY vmBLE LOCILTION AT ACCORDION SHUftM ER IN ACCORDANCE MTSECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE{ABEL SIAL HE TLSTALUO'LON[DETAILS.METAL STUD WALLS SHEET 2G PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLOM BUILDING CODE. ' 12.BERTHA H.V.ACC MON SHUTTER SYSTDBS INSIALL OKIN SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY BUILDING AND ZONING REGUlA71ONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. '13.(0)THIS P.E.D.PREPARED BY THIS U40NEEN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:T.e.WHERE THE SITE CONDITIONS DEWIRE FROM THE P.E.D. (b)CONTRACTOR To BE 1RESPONSEEU FOR INE SELECTION,PURCHASE AND INMALLATION INCLUDING LIFE SATETf OF THIS PRODUCT•BASED ON THIS P,EO..PRONDED HE/SHE DOES HOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DELATED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRA TORR RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL SE CONSIDERED RR=IF ALTERED BY ANY ACDNS. SUUU.BE O HE WILL RE5POS6TBIE FUDR WHE PROPER UTE OF THE APP..E.O.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO 7 00 AROHffECT WNW WILL SPED.ENGINEER SHALL SUBMIT THE TDONEER OF RECORD Y0�7HI5 LATTER THE SITE SPECIFIFOR THE PROJECT ANC DRAWINGS FOR REVIEW. (a)ORIGINAL P.EO.SHILL BEAR THE DATE Me ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. F.OM BUlLMtd6 CODE Hon High Velocity Hurricane Zone A. Try T.4 2015 EASTERN METAL SUPPLY,INC. RECB�dEb :`�'P� 4�cEi�'ll� . BER A HVT. 1 L$�Emc`o=mc. TA■ ■ Accordion Shutter System '�7 �■�■ NK eIAOE w/oR W/o kiV xtcoaw BLADE a7 r r { TAC z Q 2016 . .= AmeHaan Sfi13Har Systems , OLSCAIPTGN RATE O9AMH 9Y; Y1 y ,' .q % TIWt TESTING & ENGINEERING COMPANY AEssOclatlOn. Inc. 1 OLD 11-192 4 D/IS aA1e 4 13/15 i� y2. v PERMIT TING 7a'• �OF,...; GM RIX ism.M,stn.30%MMM CAROM 331 St.Lucie County,FL R pbana;(306871-1530.Fa:(305)671-1531 4268 Westroads Drive 2 DRAWING NG �1',, •••,,.`YG'r�Q mo dlGcaOautcom West Palm Beach, FL 33407 3 '!5-485 `rysalVAL WALTER A TILLY Jc P E El SHF�t Jltt l FUW"U.E 44197 DF 90 P.E. SEAL eW5RE/DATE 6 i 4,55r �• S 5�c, o \l i HV SOLBL ID ARE ° R — Q$IER ®�Id UNIVERSAL FLOATER IHV ?!O' ABO° COVERUNDER!US PATENT54581:: QUALIFIED FOR USE W/HV BLADE01 ^•.HV BLADEFIED QUALIFIED ( R USE W/.•, .; 6005 T5 ALLOY AND TEMPER OgUALIFl(D FOR US W HV' .60­ T6 ALLOY ANO..TEdPER 'SEE TIONS OF USE OF B ON SHEET 19 BLADED.._ TEMPER 3.22r O' 0 TB„ALLOY ANND0�3EMP OBS 0' 2226' r'� 3 .994• .000' ry C 2 a -a o OO HV ADd. ADAAI \'• s._• 1 to a2s• QUIW WD FOR USE'W1 HV 8 .920 - ©HV ADI_ FL06R T ACK 9U+DEQi kt4QUAUFlm FOR U EiW IN TRENCH TRACK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/HV QUAUFI FOR USE W/HV fi3 T6 TEMPER 0 ® W RAINGUARO BLADE Q BLADE T ONLY. 1 6063-T6 ALLOY AND TEMPER - .9 �.:,7a� 6063-T6 ALLOY AND TEMPER QUALIFIED FOR Ud W/HV o L91.T' Al TEMPER 08S• .063• T..i $ ° o .093• -083•o .m A io .100 1 .afXt' k� r A60' - + �,3 { 67 a °�r� •.093• •'o 57 low 6 11 HV CEILINGHFgQ ® HEADED/SILL y 13. Q FIED FOR USE W/HV BLADE(1�ONLY QUALIFIED FOR USE W/HV BGLADE tDLADE ' NLY -K.. SEE SECTIONS FOR VALIDRT'- 6063-T6 ALLOY AND TEMPS - W/•_'HV' - 'I4 SEE SECRONS FOR VALIOIIY. 6063-T6 ALLOY AHD TENPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER BLADE©ONLY. 6063-TG ALLOY AND TEMPER X Y IC•t1! COMPONENT A 0 Ti 72 % Y t 1' t• Q z° 5”MAx 1/e• 1/e" 2" 2• 0.125' 3• 3' 0.090' S ANGLES ® r S•MIX. 0.192' 0.182' 20 Q CORNER POFlll)FOR USE W/EAI ALUMINUId ANGLES ® 2.5° 7"MA%. 0.190• 0.190' STS ALIFlFD FOR USE W HV BLADED • QUALIFIED FO USE W/Hb BLADE S / 6063-T6 ALLOY ANO TEMPER BLADE 81 ONLY. ® 2' S"MAX, 0.138" 0.131' 6063-T6 ALLOY AND TEMPER 6053-T6 ALLDY AND TEMPER 111 fu FLORIDA BUILDING CODE Ngn High Velocil; Hurricane Zone 0 2015 FA5IERN 1fEra.s11PPLY.INC. BOMA H TM ®�®�e�� Accordion Shutter System Kb.BLADE#1 W/OR W/b H.V.UWN EAM g TILLIT TESTING & ENGINEERING COMPANY Amertean Sautter Systems o,, BBC1 PnOX DATE BDAWM BM. 01 STATE Of tv i D3"La-1,sl,ea,os.w=U wmm a.=,,, ABssoolotion. Inc. , OLD 11-L6z Nls s IMM 4/13/15 i 0 •. •x)71-1010.F Le�°51871-tWt 4265 Westroade Drive z DRAWING No G��� °- ®aoDa6- West Palm Beach, FL 33407 3 r`........ aa" k.- 4 A.1AlD er.P. 4 15-085 P.E 5��1@/ d(dS1MVONE/DATE 11ORM U.U 44107 s SH 2 OF 20 U' 9 Gsf 1 4'-10+t 1{'- CAST NOUQillQl. 1 4'-20 •'t 0,334, 3' .745' �'i, b •),.'' 90xaI PNMm ,�j�jQm tE. OWNS. VM � - .062 • � I' � .. g10B. .318�• m !� caamm = •� • �" �' M1FD�'( (RamUE PLATED) a m �IpUAUFl©R USE W/,"' LADE 1Q&®ONLY C AAA���777FFFIII ...KR 1 ® s AND TEMPER QU ED FOR USE W/HV GUIDE 1 & I ONLY ° D 3• ED FOR USE W/1(V ,QUAUFIED ORaUSE` HV -� 6083-T8 ALLOY AND TEMPER0 C BLADED&®ONLY_ BLADE 1t 1 - ONLY. aOALIFlED FOR USE W/HV BLADE 1 ONLY � on. t 'a 6063-76 AR 2874• 6063 T6 ALLOY AND TEMPER •pIA5NEAO MOLDED ED SCREW 2A 1.753' °o n •60'AFTER RIVETING 5' ffi ?s N ° m 1/4"@-20 x 3/4* BEFORE R VET NG 54 THUMBSCREIK /4'@1-20 RIVNUT# *SMES 9444 AUMM1M(2D24-T3 ALL"DACE FLANGE 1HM z9m• �1 m m m SHFEr NUMM.PART/0620.AS HANUFAGTURED Or AVDFL PIAN FIS7(f F]EVABON ® HY MALE n n Ci 3ATr .588' CHOW TE DR%PAR9pMff.MY JE%LY 0705{OR EQUAL © LOCKER FOR 'T' LOCK CENTERMATE QUALIFIED FOR USE IN FN BLADE ONLY ® HV FEMALE 'T° LOCK CEN?ERMATE HV 'T' LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED E USE W/ W QUALIFIED FOR USE W/HV BLADEQONLY QUALIFIED FOR USE W/W BLADE(1�ONLY W/W BLADE iQONLY. BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER 6063-Te ALLOY AND TEMPE 1.917 a7- 3.161 .0 '.063' \���jCCYYLLIINDEROR .214'. 'W' ICY CYUNDER m .545'i � 0.676',6n. m m o m 1 125•Moa. 3© D O ( ® HD CE A LOCKING G ROD a QUALIFIED FOR USE W/-k,-,@LAOE.(b)d' QUALIFIED FOR USE W/W BLADE 1 &Qq .rg--;t�:.: - �` 6063-T6 ALLOY AND TEMPER ® A CENTE F W i & *7.6063 6' ER UMHTU(SE 1.77ti/2' DER�OR KEY °° DER LOCKINGm711 HD LOCK 1uoa QUALIFlED.F:OR,USE-W%"HV BSN 13/8"0-16 s ACETAL 1/4" 0-20 AISI 304 BY RECENT HARDWARE MOOSE LOCKS SERIES 2333 HOOK DOLT LOCK. AN 6063-T6 ALLOY D 0 S INSTALLATION WILL IRE A 7/11' HOLE THUMBSCR€VPS S. U QUALIFIED FOR USE W/HV BLADEQ&OA �LLED AT OR PROPER EMBEDMENT QUALIFIED , 1 h BLADE01 QUAUFlEO'FORwUSE.•W/*HV B 11 FLORIDA BUILDING CODE(Non high Velocity Hurricane Zone 0 2015 EASTERN META.SUPPLY.INC. -%NJcENS •9 BER A HVTM /70 Off C O INc. A.S■S■A■ Accordion Shutter System American Shutter Systeme HV �)W CR w/o Hv.wl WN E RADE `�! •�+� TILLIT TESTING & ENGINEERING COMPANY orsaaPn9R 3/AYE muwx er. M. Association, Inc. 1 OLD 11-192 4/13/16 T1AfE 4/13/15 ..a'. Q. gas N.W.sem.bt,Sia MS.VMGNN wmE71s,1101aN alta 4266 Westlrood9 Drive 2 • Phone;(305)871-1530.Fax:(303)871-1531 DRAWING No 0-mG®�1e.wm West Palm Beach. FL 33407 3 15-085 ''a7Yr711NH1g1LUp14A WALTER A 1DUr Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA U./4{167 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE HV 12" IN M . 4' 113 %R WOE 025' HV 111 BLADE 71 P -2— EM ,—§ .1875- HV BLADE I UK I • OM 825- W BLADE 1A BLADVS w V am BUIDE Now 10 0 ..... - . �1876 HV LONG RECESSED NYLON BUSHING KNUCKLE 0.00 (TYP) fiv SHOITF,RECESSED NYLON BUSHING PORRON NL'7 0 X 0*0 liv NYLON HAT WASHER (DOR 0 47 W WHEEL. CARRIAGE AISI 302-303 SERIES Lh 0.870-1 THICK NYLON WHEEL 2 718` IN. HV WINDOW M& 315 m SEPARAIION 7SOU" 0.188"0 AISI 302 SERIES S.S. RIVETS BETWEEN GUS*--'�,0526* SLIDE W 1 3/4�'ACCORDION PIN W1 #8 H EXTERIOR OPENINGS DNS HEAD I ON @ =..i 4 ­0 2 Ile TT 11) LA D HV 2 3/4'ACCORDION PIN W1#8 HEAD CLFAR POLYCARBONATE IMPACT RESISTANT HV WINDOW 4-= BErw-1 TYPIC-et WE AN POLYCARBONATE HV WINDOW-DETAIL (DOR 04 or @ I (DOROR ')NYd OR RESINS. UV-STAI GRADE OR SABICTD PIN RFQUI KNUCKLE EQH BAYER MAKROLON 3103 POLYCARBONATE &CEL01. INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE `r ON SHEET 19). (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ w(DOREXMRIOR POLYCARBONATE SOURCES MR 64 APFU." W(9 BLADE. WCAL—MUMULAS SEMBLY TIPZ-L PROPHIFIES 61IMMM HV PIN G&RIAT nim a (2) HV PIN @ MAY 13E USED IN LIEU OF @ AND ONLY AT OR KNUCKLE. A EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W1 W(D BLAI spowsc MOO Vbt.' (SEE NOTE*FOR BLADE WHEN CORRESPONDING TO INSTALLATION -11-, SHEET 7. REQUIREMENTS) IERMUI Ww MI A=III P-w, FIEGML SMENRI AT TM III Ono Izmy x 13,4W P.L (3) HV PIN(@ OR 0 W/ 1/2" O.D. 11165"THICK S.S. WASHER RDI swami AM VM 34Mw 34SAW P� SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, jr,-tet. 17 FT-IIjk. SHEET SIM UU= AM MZW 47.2 X a4.5 X W WFIEEL MRIAGE DETAILRCE 01,wom AM 4= C-I C" C-1 CUSS ASSEMBLXTs. -LAYO SUF ow" 01 1040 T no T ism at= 5111 Me;VIVItam =9 wa II:$Ca P-11. Baia P.L HV BLADE- SOLID(1) & HV WINDOW BLADE DETAILS ms"a w N.T.S. IZNDA BUILDING CODE Non High Velocity_Hurricane Zone A ®2015 cAsm#4 METAL SUPPLY,INC. ...... WIER A NVTu VIC Accordion Shutter System /711LIEGO. A.SwSmAw .& I(wR KV.WNDOW BLADEAD,#1 W/at American Shutter Systems DATE DR01"fff- UL 71LUT TESTING & ENGINEERING COMPANY Assodation. Inc. I OLD 11-102 37,—5 . qET,) 112 RTF OP *S SM"wft III 3M VWZM GNWM FLORM 33161 Jt.PE -$� 5)SI F.t(MS)871-1331 4268 Westroods Drive I DRAWING No .-107 Pho 130 West Palm Beach, FL 33407 3 �..M MWOW ry is ,1 M-WI 15-085 0 AA,.......Li§§ WALTO JL TILLff NAL Eg IF 44107 SHEET UREA)ATE 4OF20 ®• m ® ®,�� �•g' � *NOTES ON HV LOCKS AND CENTERMeTEs: A B C 0 �•® Y X 9 T U 1.191N0Alm C01ID1110M/1e ONE 11V LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BEPOW �2 OF SHIATER SPAN FOR SPANS UP 7D 10e.AND FOR INSfALLf\1I0NS AT ANY E7.EYARON.FNV LOCK(�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATFACHED TO�j1 oR CENIQ(tMTES W/(2) 1/4'0-20 x 1/2'LONG FiA7 HEM S.S.M.S LOCATYON OF LOCK SHALL ESE AS WDICATFD ON OmOq TYPICAL SH ARON. . LIBE SU(D%S(A(N WSIDE OR OUTSIDE LOCK.CON11MROBETTER PERFORMANCE OR FOR N OF LOCKS PURPOSTTO CCENTIRMUP TO MAATES LOC®NI OF LOCKS BE ASSHALL BE ASNDICATED 0 PEDDIICEATEb)ON TYPICAL SHU11Q2 ELEVATION. 3. �I 2 6 IISE71 H.V.LOtl6):LOCWNG RODS ARE NOT REQUIRED AT URRICANE POSITION,BUT MAY ONLY w4HEN mall COMMON#j OR LIMITED VMDATURY CQNDMN P® On® BE USED IF.OFSIRm TD ENHANCE BIURET PERFO MANCE LOCKING RODS Qj OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). d = 4.MANDATORY[Yf1l0Ili0N l2 ONE HV LOCK® ® BE-AT CORNER CENFERMATES FOR ANY SPAN AND INSTALEATIONS AT ANY ELEVATION.HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, �� xllo-lrcc TWO LOCia ATTACHED 70®CORNER CENIERMATE W/(ON 10F IpCK x 1 2B( AS INDMA1m ON TYPICAL.SHUTTER NG RODS ELEVATION.® AT TOP&BOTTOM SHALL BE 3F= LOCA VT MAXIMUM SHUTTER SPAN SWYl BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12ALIUMM-110 MMONFORY$a #1 VALID ONLY FOR HV t . P!'F •ONE ALTERNATE IN LOCK MAY BE ED.N LIEU OF HV LOCK or PoR AM:SPAN,ANDQ gIHST TONS AT ANY ELEVAIION.ALTERNATE LOCK®MAY BE USED AS AN DE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4'S.S.THUMBSCJM TO®OR®CENTERMATES SHALL BE MADE W/1/4'0-20x3/4'ALUM. ( ' b ! ffigir ECRINE,RNNUr AS SHOWN ON SON SHEET&ONE LOCK SHALL TER BE USED AT 1/2 OF SHUSPAN OR TWO ( / C�?,NB C LOCKS AT 1/3 OF SHUTTER SPAN. 8.MA:.-'.TORY CQNA*P^•E 0 FOR KEYSIONF.MOUNTING INSTILLATIONS- ONE HV LOCK 0 o®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 BB'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK®oror®MAY BE USED AS AN INSIDE OR Oursw LOCI.ATTACHED TO®or®SYMMETRICAL CENTERMATES W1(2) 1/4-20 x 1/2'LONG ELT WAD S.S. SEE.END U.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS®W/ CONNECTION OR 0 TOP AND BOTTOM IS COMPLEEE LY MANDATORY. DETAILS ON SHEETS B F E N 1 J K 10 h HEI Her'FULL 11L& *NOTES HV '"T' LOCKS AND CENTER RTES: OF CORNER 1 .SECOND ALYMANE TO MMUMM CONDITION#11 VALID,MY FOR W-r-LUZ 60 40 CEMIERMATES ANO_ CFNTERMATE ONE ALTERNATE HV'P LOCK MAY BE I W UELI OF HIV LOCKS OR FOR ANY SPAN AND ��®00.©• 7Q ox®ax 10 a®oT i STALLATIO AT.ANY ELEVATION.AL TE LOCK Y BE USED AS AN INSIDE OR DE LOCK.ATTACHMENT f 0 O © ® ®+© OF LOCK Q9 INCLUDES USING REINFORCING AS SHOWN ON SECTION HVG,SHEET B,WHICH MUST BE • ox + 03 m CONNECTED TO CENIERMAlES®AND I W/1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/Bb x 3/32' WINGNUT OR W 1/4'N-20x1'SS.NS.lNTO A 1/4bx 5/8'RNNUG LOCK MAY BE INSTALLED'AT MIDSPAN OR 72' ©'O•©�©+OO •®� MAXIMUM ABOVE AND BELOW MmSPAN.USE OF TWO I.00{@EG RODS®TOP AND BOTOM IS MANDATORY. *1401M-QN NO MATS 1. _ONE ALTERNATE HD LOCI(®MAYBE USED IN LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION 11V LOCKS Vj OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE IV LOCI®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF NO LOCK TO SCS IS W/3/8 x 3/8'F.H.SS.N.S.,AND INCLUDES OWN REINFORCEMENT INSERT 0 AS SHON SECTIONS NDB- AND HDC-HM,SHEET 10.LOCK MAY BE NSTA.LM AT LIDSPAN OR 12'MAXIMUM BELOW OR ABOVE UIDSPAN.USE OF LOCIONG RODS®IS COMPLETELY DPRONAL FLORIDA on i heiaci urricnne one ```r.•�rG(;A:TI(�/l'�.,� ®2015&SST7N METAL SUPPLY,INC. BERTHA VTM I C O Ilr,t:. A■S.S■A. Accordion Shutter System KV BADE#1 W/OR W10 M w1N M BADE Shuffer S'ysfems M&IkB���,a, DATE MYM 8* Na. e TILLIT TESTING & ENGINEERING COMPANY ABs00(Offanr Inc. 1 OLD 1T-182 4/IJ IS DAM 4/13/15 STATE OF :'Q'= aLv NY/.]ESM.YL.5tr 3n VROOM GUWL%fLMM 331e �., R P1rona (305)871-1530.Fox:(705)871-1531 4266 Westroads Drive x DRAWING No FSS/ ��G ```�� rnxM- 8719 wm Went Palm Beach, FL 33407 7 �5085 Aip,,01VAL YYYp WnTEEI X k 0µlei 4 SHEET P.E. SE =iii URE/DATE e 5 OF 20 ONCR ,..n:..._:..�-..._. POURED lE ON POURED CONCRETE _ OR CONCRETE E BLOCK pp -SHEET 13) REQUIRED 1//4'0HE SCI4'S.S. REQUIRED �,.�`..'"' REQUIRED - CONCRETE ANCHORS MACwNE SCREWS (SEE SCHEDULE ON W/1/4•-20 COHCRflE ANCHORS iy 1 (s>:XlONxnNo®oN *..'ny SHMT 13) NUTS 0 12'O.C. (SEE SCHEDULE ON SHEEF,)� OR .{ir��• Mtn. 1/4.0-20x3/4 Yin. IU4MACwNE sCRLVfS'`c Q •�'' h`*I � - USINC t/4=20 NUTS u` 2' 0 12.O.C. 1 f E D.� zsD•Mo - 13 OR 5 j' = O3 �15 • 44 :, I 1, O --- � I-.25a•`' ° e � r Max. oPnOrk PHONAL e 1 i I-11 FM f1A0E m 1 OR ®� I EXISTING MIN.SEPARATION TO GLASS 1 a 9fLT 19� 1 1 f ' Gam—(—(SEE SCHEDULE ON SHEET 11) FJISIWG i RrR9me� I! I SEPAR/InON TO GLASS _ GIA.•'$ r`(SEE S �.SHEET�11 F.XISTINwvC�� I I AO HV WALL HEADER INSTALLATION ©HV WALL HEADER INSTALLATION HV WALL HEADER INS 1 ATION + KEYSTONE EKSTUI: MIN.SCHEDULE TO ESTI e G1llss-a rRt gy e - -,- .., I r— CLASS (sEE scHmLx.E oN SHEET 11) i 1 9.OR 1 l 1 F]OSTING e ro .._:c=r "" .�.��r uIN.sErARAnoN To cuss �-lr i (SEE SCHEDULE ON SHEET 11)— i 19 SQLi� j 1 ®Q 1 mno I fQPnoruL t' I . E va Max. ii : : Max. OPTIONAL e 1/4• 13 oR©$ 'I 2 wl f7 D. --- e /• -- 19 (i 1' 1/4.0-2Ox3 4 5.5. MIn' PwILPS HEAD 4'd /4 S.S.PHILLIPS a 1 1$ MACHINE SCREWS USING CONCRETE ANCRORS TRUSS HEAD MALIDNE SCR(:WS ONCREIE AN RS " " 1• 1/4•-20 NUTS 0 12.O.C. (SEE SCHEDULE ON W/1/4•-20 NUTS 0 12.O.C. (SEE SC ,,.ON"'SHEET 13) Min. POURED CONCRETE SHEEP 13) POURED CONCRETE �F\ y OR CONCRETE BLOCK OCONC�fE BLOCK QD � ON REQUIRED OR I T (SEE SCHEDULE OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL.IbSTALLATION NOTEFOR COMRIUMN OF SECTIONS, INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER 4 E 0.=EDGE DISTANCE ASSEMBLY ♦SEE UOS OF USE FDR 2-MOUNTING SOURONS lar,BE COMBINED (`�SPFSIFIGTIOHS ON SHEEP 13) BlAOET-1 SHEET 19 C1� HV BLADE IN ANY WAY TO SUR ANY INSTALLATION. ulunar FLORIDA BUDDING CODE Ilon Nigh Velocity Hurricane Zone S; Uzi;IA B 2015 EASTERN METAL SUPPLY,INC. ?1 '��cEus� BE THA FIV,M /1�i-Lrk�-co,N�. A■S■S.A. AccordionShutterSystem Itv aADE#1 w/OR w/D KV WINDON MADE T ��/:'�/•!_?*_ American Shutter Systems y, DESM ON DATE DRAWN 13Y.- LLL- •p: rA'fEDFI3m 5 MITESTING ENGINEERING COMPANY 9•,. �ct,Q•� T•35Xn.9L.St.30.%mman.samDr,,rtaR1L1 mr AeeaalatlOn. Inc. I OLD 11-192 4113/151 ONe 4/13/15 q� •-�' `� Ph—:(30th-15J0.Fat;(305)K/1-1531 4268 Westroads Drive s DRAWING No �i,�FS'••.......••'G\`\\\� o mail® �19X.com West Palm Beach, FL 33407 a 70NAL Ea 1��` WALTER A 1IUIT Jr.P.E. 4 15-085 P.E. SEALJ�iG(1fATURE/DATEOp U.d 44167 4SHEET s0 OF POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON.SHEET 13) 1 OR ®� 1 I ecA.stvuuOCA 1 DOSIINC m Ural REDVIAED EDGE OF I11�WR MME 1DN0 G I'(°��� a LAS I,E E%IS1Mc 9�®&® I N�61A5 am t1) . �.� 9 !! ANCHOR EXISTING 1 A: i LOCATION �� I tOr3/4°HET( 1 0A .o I WR IDG SCREWS®1 EDGE OF 3 1 CONCRETE AN 8 •& IF ©+ 7 (SFE SHEET 18) APPUCABlE i E105fING ! it OFA+ G7A5--7 F]ICE OF - IF I rRv APIAS IF C/ 1 SaeOF Mat m aAY. APPIICAIFPOURED POURED j 'L FIAT WAD CON t�wRe ®gpNo 0 D REQUED (SEE SCHEDULE SIffET 14) ANCHORS �"aeasOmQy 1 OR ® CRErE TREDD. D. �U� FIAT HEAD CONCRETE aNCHDRS .. (SEE SCHEDULE ON SHEET 14) 11 .TI�ENC R UP INSTALLATION ,�, O "'0� N A T AUD ONLY FDTO+70,-75 PSP ASD. ® ®HV CEILING INSTALLATION SCHEDULE PR65USH ET 11 &FDR SPANS PER SCHFDUlE 83,SHEET 11 ... OOSAMO IDaA VASS mars Q1 (SFE scHEgULE•°uN'; ".,'., Am I' 1 m Alf i0 i 1 I f 1 EX=NG X 1/6'N n NAN�awl fq O F] —GLASS ; EXISFING-.i1 an®IaAnaf m arsf , tNaOAf"W OR//aro FORM I 1/q• ' , i(mc e�amne m vmx 1q ZJ M ap/Aaiox 10 ' f1 3//4' EE9UNN O Or MNC -Ione so®Ae A0 a Nl O , )'' '�' 4C FOR Hr to SI SAMMR ON 1 404.FOR sues T WX 7ww FmAx1 sEunw at EesXrr F,�a7Ha+aH 1®n Q „ &tox3 4'HEX s Irv.)(S�HmE� tl 3 tum I' fiEAO AwA. 1F3C SCREWS CM'sourtin i p7a.3/a• )HEx xPAa - 7 � e 12•o.c 8 I I I' .. :,.,,'•;:::•. 1 8• w 1Fl( ,- .A _ t/4'azrnu/a'ss es OR 1/4ro-20 SS.MS : CONCRETE ANCHORS _ _ 6 a 1 8/4x3/a•SD.4. _ _ b O 1 4' • ''s-''.•'•:��•. sHtc 20 40 mns w/Nur®8.O.C. j (SEE SCHED(XE ON ,?, 1 ®9.O C p % t'J : .• :.: a tr Oa J SHEET 14) 1 ;. -- _--' 7 OA 18 1/2• 1, (8 •'.•• "';200•AHIN. NAILNALL TW OALouA1NE I EDGE OF 1 .•.7,-• �D; 210 If SLAB IF F.H.SD.S �pX; 7/8 ®g•DAG• 'a`�'-,��, -:. -6 7< FOaRD IXOlaE7E CONCRETE ANCHORS NOTE 13(b) - flEOIWm D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE ON SHEET 13(b) .•:.;•;•: -•.-.,'. °RERO00UI�ETE BLOCK SHEET 14) OR CONCRETE BLOCK . REQUIRED ®KEYSTONE MOUNTI G INSTALLATION O1m0� cO RE� HV WALL FLOOR INSTALATInIu Na>m+a/as0.msM vRTs1Es:a M P,1 RFnUHRED ® OI © HV WALL WALK—OVER INSTALLATION) eA XW N SHUnM sPAv e•-e d NV RAINGUARD INSTALLATION t I= TMS OESFALLADON SHALL BE NOTE FDR COMRMATON W SECTIONS• •E.0.-EDGE DWANCE REMOVABLE WHEN PERFORM 1A-SEMBLY 4 FOR,ITO'rIL SHUTTER (SFE SX'EOFlCA710N5 ON SHEET f'.� D TO AN ®�E"ONSF,s�' INSTALLATION DETAILS 1N� O HV BLADE IN ANIJOY WAY T SUIT AN DI BE ATIOU.COMBINED FL(1}IIpA BUILDING OME Non High Veloci( Hurricane Zane IN Avar WAW To sun anW HnsrAUAnoN. `,��•``°�,�(l A:r�[�/�hHA��' V 2015 EASRAN NE1ALL SUPPLY.wc. ENSF ®���®�® Accordion Shutter System KV.MADE M 1N/OR w/b KV,WMOW MADE *: TAT Ly/�('=*' Ameriecn Shutter Systems 1t6'Q8Pf1OR DATE WAN ae UJ- -o'•, FATE OF / TILUT TESTING& ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13 ib nme 4/13 15 O=NAL 3Lm.1 51a 103.vulAsw bvtorlAS.tinn¢a 131 $ ? Pnon.:(305)871-t030,Fax;(30s)s71-t971 4268 WestroDda Drive Z DRAWING ND +< .......... y. A0 E tme xOo01 mm West Palm Beach, FL 33407 3 ��''��,SS�ONAt�aVVAL70 Ab7lLLb�lr1"E.P.E a 15-085 P.E. S�f�LDNA�URE/DATE FLORIDA ua 6 4t1� e SHEEP SEE END WALL 10 is LOCK W/ 1 A `�AWLocN ux R HY LOOKS®u.p OL1T ev IN `r Ewsnnc GLASS s AND ALIFIiNATE K®ax ONSHEEr a **SIME STACK DEWL HVF 15 VALID FDR HL r/ BLADE HV CENTERMATES CFNTUNA,ES APPUC„ION VIN e1ADEo OR ,REE END WALL CONNECTION rEXISFING CU55 MAILS ON SH ------------------ v + Dm 8 +®+®-®+®-Ol3 1/4• 7- 6 1/2• 7- AHcC (zjel��4o'nwoo /2- -@-1@ OPPOSING SYMMETRYCAL "" E ®10.3/4-s.M.s.®1r CENTER AES CENTERMATES7T�- - AraxctE(im) o.D.FULL FENCHr. OC o Wf HY LOCK W o SEE SCHDULE 5 ®" * 35* IN 3 * (SEE SHEET 11) y - --------- - - ----- -- --- ------- --- ' ----- - --- 5 1 s0• 1 1/ 1• 1/2• ® a + 2• m® 3 ®' ® gyp, 1® 0 HVB UT to•®"'®•�©+®�' HVA 0-0-©+O"'0��+®00. ExIS11NG GULSS CPOOURED CONCRETE OR STING ®°,®•®O1p•®p1n SYMMETRICAL IALL LASSN -- *OO .����p'®°' —872aso°SSN 1 C N ERMC E s* oPnoNaL ( scE-- MIN.SEPARAnON W/ Hy 5 MIN.SEPARATION * (IN1QilOR) ®+®a+Q+®O1+®+�S ON SNELT 11) 6 GLASS (SEE SCHEDULEI ®OVAL ON SHEET 11) (INIFRIOR) I _ - OUT ----------- ------- --------- CONCRF7e ANCHORS 0 x ----- --- - �� * 3 vAwts oor• a ® OUT ,. 6 1/2•MAX SMG( OUT (EXTERIOR) HVE HVF** HVD Fl.DRIDA BUILDING GME(Von High Velocity Hurricane Zone ®2ais E4wsw METAL SUPPLY.tNr- BERTHA ��o`�E•......,f/lam•',. HVTM _ Accordion Shutter System ASS A L E C O INC. FLV.MAX#1 W/CIR W/o RV.1NNWN MAE TILLIT TESTING d&ENGINEERING COMPANY Amerlaan Shutter SyeternS e,.V, DE305 ON DAT[ DMWN aY: W, .o: STATE DF _ Bw NW.36D,St,6b.30.VPM GMDM nam 33161 Assoclatfan. Inc. 1 OLD 11-162 /1a/1s DAM 4/13/15 (3os)e7r1530.Fm1:(30.1)971-1531 4268 Westroads Drive 2 a m.D:UZ.O.dwm West Palm Beach, FL 33407 a DRAWING N-OOMo WALTER A. Jr.TVLIT'. si' 6 15-085 p�yL 4 P.E. AIFfFy{GOIAMTItE/DATE SHB 0 20 e ALTERNATE V "T" K HV MAE FE "T" LOCKS CENTERMATES 8 & L CKERS 1 BLADE SEE°m `O"NECRON°U"n`ON`"""10 A,1e INSTALLATION (1) HV BLADE OUT IN '?�°N""°"� voEOsucN W� HD CENTERMATES (31S' eouNt .wacATED ax sxtEr S. AS WELL AS UNNFISp,ewAnND evADe®DLTNL emD-xvD. rmn/rm•- � I O•®v®•® 1 •® 35 35 (oPnoeuy 4 (aP1,maW (•H,en�sus/m" L------------------------------------------------ ez i i,nu/v vLs e,r ---- ----- 3 Ar EAo,Arae pry I $Ge npi tnxau. ©O#HV i� I N varls�(rm) --� (�.V. -- - ro 5 3 LOCK (INSIDE) 1 ' 11 1o 1 — ---- ---------- - — — — -�— -- ,,.• ® 5 1 2 1 OUT 31 oa 3 31 oa© 31 oa 31 oa 2 * 35 * 1/4" 0-20 x 1 1/2" S.S.M.S• 4 tDn,awu.1 Sea urns s eua EF coat®. * W/ 7/8"6 x 3/32' WINGNUT. A15-1Lr HDB-HVB oUT HDC-HVC r coat ON s1Ea s. SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SY W ETRI0! L HD LOCK CEN W/ 3t LOCK (INTERIOR) t SIXES 9{N AUWINDY hVQ* / - (EXTERIOR) CW2a-TZI ntn»LV=nM+af TNw SUMT=wu.PAar j w2a AS PAWRODRED BY AVDM oa1w,' 16•m®"�®•'l7'�©•®� m07n an .NEIN.aRg1' 6•7 6•7 EWA- 6•®�'®`®�•®�'® 3 *aE wns w iaaaxc Pooz ■w®toes aN saEr s **eavta.&ftwm euafl"%w i,z is "—x avmauaLS ApgIGllae ww a/DEO HDD-11b FLOATMG STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ®2015 EOMM IMAL SUPPLY.INC. y�Q. A NVTM _a fTL ECO �N�. A■S■S.A. Accordion Shutter System FLK BADE#1 W/OR W/O FLK 1 IMM BALE � !`/!'*� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems . oEscaalmN oATE DRON fir: xL TATE �F C;+ GM6 N.W.3e0.ab See 33L VFAM GNWM EDxFA 3316Association. Inc. 1 OU)11-192 4/1J/15 we 4/13/15 'rp.E. Phom:(305)671-1530.F=.-(30.5)871-191 4268 Westroads Drive 2 DRAWING No Riv: r�0b—ft �, West Palm Beach, FL 33407 3CCpAL E�����`` WALTERA 7Urr Jr.P.F- 4J_O�J SFlirl RE/DATE noaw U.y a11D7 5 SHEET OF POURED CONCRETE OR POURED CONCRETE POURED CONCRETE OURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE WALL REQUIRED BL K�WALL REQUIRED BLO08 C NCRETE REQUIRED BLOCK K WALL REQUIRED CON C ANCHO /—EXISTING CLASS /OUSTING GLASS 0 16'O.C. �EYJSRNG GLASS '� —T-—.� _ 1 1 2-MIN TJUSTING GLASS 2•MIN. W7.SEPARATION ..� r^ 7 1• z—r DIM SUODItIE ON SHEET �'.� eC —SDPAPAIMto TO lCF1 tSB SON SCHEDULE ON T 1/16-x3•MNL SHEET SHEET 19 FOI FOR DAM 40)R � SCHEDULE ON SHEET Wi n'ES 11 FOR e![E®ab (e063-T6)CONE. &ADES0&® t ,11W OR MADEET 19[)AND 11 FOR BIA�GE�AFD ILOCATEs 1 aAo m�® PLATE.(LOCATE 1/2 / \ 1TADFSm&Q� 1/2 7 BLAD�Og® OFQ) AT EITHER SIDE M \ ` �I� 1/2-MM. ��) I +USE 1.OR 2-MAX. 10x1/2•S.M.S. ftox1/2-S.MS. I f�,' _--- (AS APPL1CMWXZ'x1/e'x0'-2" I _---- ®16,O.C. _—_—_ ®16'O.C. --_-- tl �� ALUMINUM CIDP ANGLE 4 \ (6063-T6 ALLOY)AT NIOHE f 4 \ �L (1)j10x1/2-S.M.S.TOQ& 5 SEE OETML X FO I' (2)1/4.0 TAPCONS ANCHORS TO ' WALL AT 1'O.C,(LOCATE AT �-yA� OR SFE Bum X FORSIDE'aNNECRON OR EITHER SIDE OF(D) I DR W!D' TO 71TACKS srDE corolEcnon �COR� SEE DEraL x pw 8 7- °�•®' TO TRACKS -8 8 _ -v. w 8 •®- SIDE CONNE1:TION 4 Oe�-©•Om©�•®- ®® TO END CONNECTION DETAIL 01 END CONNECTION DETAIL© END CONNECTION DETAIL END CONNECTION DETAIL POURED CONCRETE OR 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- —^_—J Zi 14 GLASS CONREQUIREDBLOCK WALL L G 4. MN SEE�AWON #I N (SFE Ole, WL SBPAwON ;/ D 5`L------Ta'IEBUL ' -�__--- , Eai Em TO QA'S(SFEoN sh1Er to FIR ORA11 FORlE AD SDANMADES(D&Q� ION SHSIEEE19 R)R 4II FOR Y`" ----- --- I OR oR 1 OR I CHOR `'•max �: 1 11 S BLADES G&® S� .>r --- OR© 1 2On a, _112_ OR MIN_- "..,.� `.^• 2'NTN. ���ry{� y 2"MIN. •BLADE MQAONNSHETTUIs OR ORvyDR(BOR DDR@ VIEW 1. 5 1 OR PLAN � D AI POURED CONCRETE OR I OR U`,� -O.O-Om®•®- ® ®-©•O 0"'�:l•®- CONCRETE BLOCK WALL END INSTALLATION FE011 ° 6;�0�0�;®a OmO�©-O O®- HV BLADE OR AI HV WINDOW BLADE INTO ®•®-®• ®- ®•®-®•®'O•©- CONCRETE OR CONCRETE BLOCK WALL. .ti END CONNECTION DETAIL 5 ' 80•®-®•®-®®-Q END CONNECTION DETAIL© �•®-®•®-�® FLORIDA BUILDING CODE Hon High Vefocay Hurricane Zone ..0 A. /it q, ®2016 EASTERN METAL SUPPLY.INC. BERTHA VTM 17L=Zo tN�. A.S.S■A. Accordion Shutter System TLV MALE#T W/CR W/0 KV.WINDOW MADE American Shutter Systema 11FSWPTION BATA DRANK Br eL1 TILLIT TESnNG t ENGINEERING COMPANY STATE OF _ 9355 N.N.:Iw.5,.,as 30%WIGINA CAM=RDFM 331Association, Inc- I OLD 11-192 +t3/Is DAM 4/13/15 9Q^ �- Phona:(309)871-1530.Fax:(3D5)B71-1531 4268 Westroads Drive 2 �'•., ORI :` ._, M th—c"eOT DRAWING No E-0=719 West Palm Beach, FL 33407 3 15-085 TNGNo WALTER a 1RLIr do P.E. P.E. ftff A�URE/DATE FUMMA ua't 44167 6 SHEET 6 10 OF SCHEDULE ULE 91 SCHEDULE a22cS REDUCE A MAXIMUM SHVITER SPAN* "L+"OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+- (ft). FOR INSTALLATIONS W/jNMETIg& OR -L--(fL) FOR R "L-' (fQ INSTALLATIONS 1NSTALLA7ION LEGEND Ste,® &®or or INSTALLATIONS W/ W SYAIMETAICAL CONCRETE& W/ONE H.V. LOCK ®or®or or & WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN `Find h�W/ ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. W LOCK®W/CK LOCKING RODS lty or ONE HV LOCK or®ar® L MAX.ALLOWABLE SPMA FOR A GIVEN NEGATIVE CINTERMATES®&®W/ONE HV W/ NO (ACK G RODS® OR W/ NO LOCKING WALL sR @`C .'E, M, N. 0, P, °, A.S.D.DESIGN 1fEssuRE pATwc. LOCK® W/TWO LOCKING RODS TOP & (SEE NOTES t ft) ODS MOUNTING K R.S. &V. BOTTOM SEE NOTES CMD FOR MOUNTING (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRETE&WOOD 015f it)TI0N5 SHEET 7) MOUNTING C'''H t) 11, J T, U, W &X WALL MOUNTINGS(TOP/8°TTOM)OR FLOOR/CEILING: CONCRETE&WOOD A A DEEM &U.olsc+ S asa N INSCOONCRETES & M GIVEN A POS111VE A.S.D.DESIGN PRESSURE RATING. PFUSSM WALL MOUNTING f1nOR/COUNc WALL MOUNTING �Utic NWN9NG DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE P14M N0 NTNG Fww & ��) FILMGIVEN A NEGA71VE A.S.D.DESIGN PRESSURE RATING, nowa aw momma (� ) nDDR OR uourima DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE L+(R) L-(fl) L# L-00 L 4( L-(f6 L 4(fQ L-(TO 0 MAXBIUM SHUTTER SPAN-L+-OR-L-'FOR 30 OR 16'-0' 18'-0' 1 -0' 16'-O' 30 16'-0' 16'-0' 30 IB--O' 181-0• INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10• 14•-10- 15'-2' 1B'-0- 35 14'-10' 14•-10' 35 15-2' 16'-t°' 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN'L+-AND'L-'_ 40 13'-70' 13'-10" 14'-Y 15'-2' 40 IS-1°' 13'-f0' 40 14'-2' 15'-2' (3)PROCEDURE TO DETERNNE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4• 14'-3' 45 13•-1- 1J'-1 45 13•-4• 14'-3- t HV CORNER CETnERMATE#3 MAY BE USWAT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50,:-.,., ...12:-5' 12'-5' 12•-B" 13•-7' S0 12'-5' 12'-5' so 121-3' ".-1. MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 12'-ii' 55 11'-10' 111-10- 55 11'-1- 11--11- ALL BE AS INDICATED ON MANDATORY CONDITION#2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE x"60.,`-",ii'-4' .ai'-4' 11'-7 - 12' 4' 60 111-4' ll'-4' 60to•_2• 10•-11 NOTE a5,SHEET S. RATING 65 10'-10' 10'-f0' 11'-1' il•-11' 6510'-10" 10'-10" 85 9'-5' iD'-1' DETERMINE. Li+=MAX.SPAN FOR WALL MOUNTING 70 10'-fl 10--6' 10'-9' 11•-5- 70 10'-8' 10'-C 70 B•-9' 9-4• MOUNTING INSTALLATIONS. I 12+=MAX.SPAN FOR FLOOR/CEILINGGMOUNTING 75 10'-1" 10'-1' 10'-4' 11'-1- 75 10'-1' 10--1' 75 - B•-9' tt EXCEPT THAT MAXIMUM SHUnER SPAN-L+-OR INSTALLATIONS. 80 9•-10' 9'-10' 10'-0- 10---9• 80 9'-10' 9'-t0` 'L-'AND MAXIMUM A.S.O.06SING PRESSURE RATING FOR 85 9'-8- 9'-e" 9'-9' 10'-5' 85 9'-6' 9'-6' INSTALLATIONS WTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE AS-0.DESIGN PRESSURE SHALL BE LIMITED AS FOLLOWS: RATING: _ 90 9'-3' 8'-3' 9'-5' 10'-1' 90 9'-J' 9'-3- � DETERMINE: ' 95 B'-0' 8'-9• 9'-2` W-10' 95 9'-0" 8'-91 1- CONNECTIONS TO KEYSTONE MOUNTING Lt MAX.SPAN FOR WALL MOUNTING INSrAL1ATIONS. LIMITED TO +64,72 p.s.T. AND B'-0'SPAN, SEE L2-=MAX.SPAN FOR FLOOR CJUNG MOUNTING 100 6'-9' 8'-4" 9'-0' 9'-Y 17X) 'B'-9' B'-4- MOUNTING MQ ON SHEET 7. INSTALLATIONS. / 105 6'-7' 7'-11' B'-9" 9'-4" 105 W-7' 7'-I1' 110 8'-4' 7-7' W-7" 9--2' 110 8'-4• 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 a-2• 7-0' B•-4• a-11- 115 8•-2• Y-3 SEPARATION TO CLASS SCHEDULE "'"'MOM 1)E1VIEFN t1+''-U+ t, AND U-' 8'-0' W-11* B'-2' 1 8•-9' 1 120 B'-61 W-11' 125 7'-10' 6'-8" B'-0` 8'-5- 125 7'-10' 61-8" (4)ALLOWABLE TO ANCHOR SCHEDULE A.S.O.ITHFINAL MAXIMUM ABLE SPAN AND NEGATIVE A5DESIGN 130 7-e' 6'-5' T-IO' B•-I' 130 7-6' 8'-0- WIND ZONE 1 PRESSURE RATING 7D DETERMINE MAXIMUM ANCHOR 135 7'-7' e'-2' 7•-9" 7-9' 135 7'-7- 8--2- .IMUM SPAGNG. 140 7-5• 5-11- 77- 7-6• 140 7-5• 5'-1,• ASTM E-199 PAMT(ION. 145 7-0' 5'-9• 7'-5" 7'-3' 145 71r3' 150 7-2" 1 5'-Y Y-4' 7'-0• 150 7'-2' 5'-7' 155 7'-0' 1 5'-S 7'-2" s'-s' 155 7'-0 5•-5' 1 THRU 3 :} �^ 160 W-11' 1 5'-2" 7•-1' W-7- 160 6'-11- 8'-2" [..� 165 W-10' 5'-1' 7'-0' 6'-4' 165 6'-10` 5'-1' 170 6'-9' 4'-11' W-11- 1 6'-2- 170 B'-8" 4'-11• ' 175 6'-7- 4'-9- 61-9' 6.10, 175 6--Y 4'-9' 1 ' / �"'(V B LA D E 180 6'-B• 4'-B' 8'-8' S'-10' 180 e'-6' 4'-0- 185 6•-5- 4'-6' 6'T 5'-B' 185 6'-5' 4'-6' 190 8•-4- 4'-S' W_{G 5'-8' '190 6'-4- 4'-5' 195 6',3' 4'-3' 6'-5' 5'-5- 195 W-31 200 6'-2' 4'-2' 6'-4' 5--Y20D 6'-2- 4'-2- 205 e'-1' 4'-1' 6'1' 5--1' 205 6'-t• 4'-1' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 11111111111111tttr� ®2015 EASLERN FETAL SUPPLY,INC. BERTHA HVTM r L ECO„-. A,S,S,A, Accordion Shutter System Kv r3A0E#1 w/OR w/o Liv vaNDDW I3/i0E TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems LV, DLSCAWROH vATE DRAWN Be ww. G. Association. Inc., 1 OLD 11-192 +U 15 OA1E: 4/13/15 L T _ WWI N.W.7bld SL.$ le.'�R1.MM9W dV✓DE'N5.fIOBW 7]t 5 Than:<309'71-1530.Fmm:(sM)m371-7551 4268 Westroods Olive 2 ut-0..1— West Palm Beach, FL DRAWING No 33407 s FLORIOP.•��� 85 WALTER A.711LUIr& 1 TNG No .RE 4 '� s e►RLc E/DATE FIARIDA LT.0 44167 s SHEET OF 20 UM A=& SCHEDULE FOR A GIVEN PpqRREE35PM0() MAIME"WDR QW,011 Polm ISEL 1,1011000109 A M C,D JVP SHM 8) P L I== III= WHL WALL SILL HUMM wom /VOUNTRIG (AW-- SIIL 4�wwmo, W/ W/iff'o SM AM 1ENOW"NISONK ROM flmmgftm�gom RONG "am ammm FRaW RwMw ftwd ASD. NEWK F51155M FA1=US ER NMN MOLRM Q SET 30 tao' W izo lav 205 SD 401 W 175100 P= 3D 40'760'11)73 001120 TOO 3D Wjjaa BLUE TAP -14* GO 1120 166 aQ 40 60 75 30 120 ISO 2D5 30 40 60 75 00 120 160 20a 14itzbw9la 816 a a 6 0 14 12 WO a a a -0 121111119 a L& a 2 a 1 8 a 33 a I a at a a I a 171" TAPPBR+ 14 j&IQ I via at - 9 .6 0 6 6 14 12 10 0 8 8 6 8 14112110 2 4 8 8 6 14112 10 9 8 1 0 8 6 0 1 8 81 8 8 8 1818 OR IM I T2 - '0 4112 10 0 0 1 0 0 N 12 0 Q 24 12 TO 9 8 0 L 0 14 1 10 o 8 8 6 S 14112:10 6 0 0 3 1 a a 0 1 a a I a -r - 0 a a 0 6 14 112 a 0 5 8 6 - 14112 10 9 0 8 0 8 81 4 8 a 6 f-r4 T2-4W.F�aa- !4 !Z 10_a. 1 0 8 8 14 12 10 It a -!-'0 9 8 8 6 6 t4 12 13'-f--78--9--6 a 14 - 14112 10 9 8 1 55 - 0 8 8 :Vl 14 12 10 !2 y 9 14 12 a V a. 0 14 112 TO-_L 5 0 6 6 14 12 TO -F 8 8 0 5 4.�12.149JI) a 14[12 10 9 0 8 6 6 a I a a a a a a a f4-W IG s a 8 4.5 1' 12 10 0 0 8 6 4 14 12 10 0 6 8 8 0 14 12 to 9 8 8 1_4- 2 10 0 a a a - a a a 5--a alaslal 14 -12- a 4 T4 12 10 9 0 8 0 6 74 12 "fO 9 6 8 6 0 14 12 10 a 8 F, 14.R12 10 9 8 a a a a 1 7 15.51 'S a 8 SEE ANCHOR -,T - TO 1 9 4.6 - 14 $9 1 9 0 6 6 3,5 14 12 10 9 0 a 0 24 12 10 8 - 14 1 TO 9 74 & a 5 7.5 SSI+131 W 12,90 1 2 8 -F 1. 9 8 8 6 0 14 Lz-10 9 -L 7 14- 12110 9 6 8 6 0 8 8 5 8 0 0 '4 U! 10 0 a 6 4A -L 35 14 12.to SPECIFICATIONS 14 12 To 9 8.&S 4 0 0 4A - 14112110 9 0 _L 0 6 14 12 TO 9 8 3 'T 13 -n.L-12J!PJ- - 14 12 10 9 0 7 - 0 0 0 7 5 4 ON SHEET 13 14 12 IJG, 9 11 14 12 1 a 35 14 J12 110 9 8 a 0 0 14 12 111- 9 6 - - - 14 12 10 9 0 75 8 a a a a.15 2& 4 14 1� 9 a 5.5 3 14 12 f 10 9 8 8 45 14112 16 9 6 8 8 6 14 12 4 a - - t2�'jo��q 8 4.5 14 12 10 0 8 a 4 0 14 1 T4 Z; CIS 14 2 a a �Fs 3.5 T4 12 10 9 a 0 - 1* 12 to 9 3 8 53 35 14 2 9 4Z 14 12 9 7.5 4 8 8 8 8 4 3 w4g. 5- 1 i� T2 to 3 14 Ut, 0 a F W 4 14 12 10 0 8 6 6 54 14 12 9 5 14 12 10 9 0 14.5 0 8 a 0 8 0 4.5 ^ - . T4 12 10 2 0 9 8 4 11.12 To IT 8 U 3 14 12 to 9 8 8 -8. - 1 -12 - a 5"5 -I- at a 115 a5 55 4 3 14 40, 05 3 14 12 10 9 14 14 12 10 7 14�L2_lt&� 0, 8. 4 14 12 10 9 .1 0 a 0 12 6 a 1 8a 6 a 7.5 14 12 10 0 4.6 - I t2 -1 1-77 10 9 a- 4 14 12 10 9 8 7 4 14 12 14 12 10 a a 5 35 14 12 Jk 9 7-5 175 -1t4 12 10 9 8 6 --14 12 To 9 8 8 8 14 12 5 - - -1- 14 12 To 8.5 7 14 12,10' 9 36 a 14 12 - - - IT 12 10 9 a 0 -- 14 11 14 13 7 5.5 3.5 - - - 8 8 7 33 4.5 M I I I 2o- :7tA 14 12 TO- 11* 5.3 - - - 111 12 10 a 4,5 1# 12 10 9 8 11 1 12 ?7 4 14% 12 10 9 8 3 0 8 8 9 a 7.5 *SEEMOTT*V1,USE FUR SS 3 TV 12 10 2 R - - - 14 12 101 9 a 14 12 ITS 7 4 - - - a 6 a 7 EWE ON SHEET 19 -16 __1 45 14 12 9 8 4 t1412 *19, 0 8 9 14 12 94 - - - - -- 4 2 AS 7.5 10 a 8 IS 0 4.5 14 12 10 9 6 _H 4 14 12 40,19 5 .7 13 14 16 9 - - - - 13 0.4 4 4 4 �o 'S 4.5 14 12 To 38 4 14 12 10 a a to - - - - 14 12 10 9 MZ - - - -if to '4 1. 14 Tit 93 �r -z- T4 10 9 7-5 14 11.3?s 6 - - - - 74 W W f- 14-12-To- 9 7 - a a 5 1-1 4 12 8 14 12 CA 5 3S 14 12 10 9 7- 1. 10 9 o tt 1 1.5 11.5 5. - fir'-w 14 at 93 5 3.S 14 IF To 12 15 IFS g A 85-L - 14-12-70- 14 12 0 45 3 14 11 10 9 1-1-V- I a t a 17JTI 0 1 1- - 14 12 7 - - 14112 101- - - 14 12 7 - 14 12 10 - - - - - 14 - - - - - 0 a a a a 7 35 14 12 4 150 1: VS 2-3 05 a a 6 15 4 3 - 14 142 11 1 2,5 ro _L - - - - - - 14 10 7 - 14 !4 2 0 3.5 iD 8 7 ISA 4.5 14 12 14 112 1101 L_j_ 14 12 SSI- -Z" If 12 14 12 10 - - - 9.5 L - L5 1 8 7 "135 3 -7 - !a 14 12 10 - - I 12*-DVf'14 12 &a - - - 14 16 4 12 4 - - - -1- 14 12 10 0 8 B 1 0 0 0 3 --=-= -- .5 15 M.4 14 IF-F-r 14 -4=- 74-TF TO -Z 1 &5 - - - - -I- - - 0 a 5.5 14,5 4 - - 14 1F 3- - 14112 110 f-I- - - - 14 12 10 - - - 24 A - - - - - lb US ja - 6 8 01 5 4 - - - HV BLADE OR In HV BL 14 12 - - -- - - -114 112 1-I-I - - - 14 12 - - - - - - 9 44 0 CS 8 &S 4.5 3B 3 14 12 - - - - - - 14 if a -8 I LZ - --- - -1141121-1-I -- -- N 12 4 0 45 IS-13" t4 121- - - - - US&S a - - - - - - 0 a 14 To 14 12 - - - 5 4 &S W/ HV WINDOW 'BLAK 14 121 14 Ul - - - Z :- - 14 12 1.5 a - - - - - - 14 845 - - - - - - a a 14 121- - - - - -1141121-1 1- - - - 14 12 - - - - - - 8 3 - - - - - - 4 3 _Z._7 -7- - --= - L 6 WORKING IN UNISON 14 - - - -114 1 t2 14 12 9 - - - - - - 74 12 - - - - -- - a & 0 7-5 4 14'-0"T4-L2 -n- - I Z� 7 - - - - - -1141121- 14 12 - - - - - - 10 4 - - - - 10 7.5 t- - - - - - 8 75 5 4 3 - - - 14 -T- 10-5 + - - 115 - - - - - - 141121- - - - - - T4 2 CA 8 1- - - - - - 0 8 3 4 - - - - 4 - 14 - 14- 7.5 35 3 - - - - 7F-B-7- - - - =.--n-74 14 74 - - - - - - --- T4- 0 8 0 7 7 34 0 ZJ-I-1 7 �3 15'-Q` 4 141 1 - - - 14 To 7Z 14 14 14 14 14 174 f 6 3 I 1 174 1 -1-I - FLORIDA BUILDING 161-or I -=7 _ - -4�-qz -14- 14 - - - -I-[-J-11141-I- - - - - - - R CODE(Non High Velocity Hurricane Zone] N1412 - - - IT 9 4 4 a a a 7.5 4 3A A..711 0 2GIS EASTERN METAL SUPPLY,INC. BER-"MA HVTM Accordion Shutter System AwSwS,Aw -Ky._BLADE#11)WI OR W10 KV.WNDX WX American Shutter Systems My.w orsdumoit DATE OWN 8f, ILL TRW TESTING& ENGINEEFUNG COMPANY soclation, Inc. -fltAs I OLD 11-192 �D:A STATF ni: .0 a=N.W.wo,n.S�=VOKM CAROM.FLMM4 33161 _7 I/L3./I _OATIQ 4/12/15 MI. (3oS)871-1WO.I.-(305)871-)Wi 4268 Weutroods Drive 2 NO .--I:CR0.0.-. West Palm Beach, FL 33407 -3 "i*--*.0R10 EII-W8719 15-085 T'y7'*'*......... 00, WUM A.0700LUI 0 %N N L FIJORM U0.0 44167 5 SHEET P.E. IONA E/DATE J2 OF 20 SPEGFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SFE toxivias E 0.&N ON 518E175 6 t 7) 1.ANCHORS 70 sUBSrRATE sNAl1,BE As FOLLOWS 1°UR1311 am ram aaHaiTc (A) TO IDOSTWG POURED CONCRETE(AWS fe-3 1.0 wmm QWALL SILL MOUNTING ©CEILING MOUNTING HQR.00R MOUNTING -1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFAICIURED tNY I.T.W.(riAlOf% ((�fdB0n.fE=3 w0 'WAN -1/40 x 3/4'ALL PODRS SOLID-SET ANCHORS,As DISRUBUTED BY ALL PONIS SCREW.BOLT&SPEC4ILTY COMPANY.(Mm.fc=3 A4 (R) GEM MINK PRISM no ®C IBGID,E Pf059B[IL06 OL�1 MIGAIK Ft&feL Ri01C TAPCON OR -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DF&Cr.WC.EMTs,fc-2 Ami) 30 4016017519011201100 30140160175180 120 160 2110 30 40 'A 76 BO 120 160 255 TAT CON PCITTO ADVANCED -1/4 0 TAPPER+ANCHORS AS MANUFACTURED BY POWES FASTENERS,INC-AND DSIF®NED BY AL.POINTS SCREW,BOLT&SPECIALTY 14 120 9 e e e1411211019 s 614112110 e B 9 e 6 THREADPOI01 2.11ADVACED COMPAM'OR ANY aT!@i APPROVED LICENSED OR AUTHOMED VFNOOR REGISEERED VM THE AMERICN SHUTTER SYSTEMS ASSOOATLOK INC. (Wil.fc-3 kst V-0' 14 12 f0 0 B fl 8 6 14 119110 9 5 8 6 6 14112 10 B 8 9 6 6 ALL POItIS ) 14 1p 10 B 0 B B 6 14112 % 9 8 0 6 0 14 12 10 9 6 B 0 5 BLUE TAP,W CAP NOTES; 1 12 10 B 8 e B 7 14 2 t0 8 B 6 6 e 14112 10 9 e 8 e e / A1)LOtOMU1/EMBEDMENT INTO POURED CONWXIE OF TAPCON OR TAPCON WITH ADVANCED THREW)FRROI TEO704OLOGY ANCHORS AND TAPPER+ 14 12 10 9 6 7 85 35 14112 10. B 0 8 6 5 14112 10 0 5 6 B e TAPPER+ ANCHORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/27. 14 12 10 9 B 0 11 6 14112 10 9 8 0 6 0 14112 10 9 0 8 B 99 14 12 10 9 B 6 6 4 14 112 10 9 8 8 6 43 14112 10 9 0 e 4 35 A2)MINIMUM ETBEDMETR OF 1/4'0 x 3/4'ALL POINTS SDUD-SET ANCHORS SHLLL BE 7/8'INTO THE POURED CONCRETE NO-OMM)MEW 14 12 10 8 0 8 0 45 14112 10 9 .8 0 B ray 14 12 10 8 8 B 6 45 INTO STUCCO SHALL BE POWM.1/4 0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MIMMUM SHOULD STUCCO EAST.AND 14 12 10 8 7.5 521 35 - '4132 f0 B 8 9 6 8.14112 10 8 0. 7 93 4 SEE A01 m a Ug FOB Y MINIMUM FOR VWL..S WITH NO SRDcco, 14 12 10 9 0 B 8 0 1+ 12 10 9 0 8 5 fry 14 12 10 0 8 8 a 45 BLWEE ON SIUET 19 14 12 10 8 9 7 4 - 14 12 10 0 4 0.4. 5 33114112 10 B 05 B 35 3 A3)IN CASE THAT PRTR'Asr STONE,PRmw CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EI3MM WALL OR FLOOR 14 12 10 B 9 7.S 45 - 14 12 10 9 8 8 6 4.5114112 10 9 0 B 4.5 ANCHORS SHALL BE LONG ENOUGH TO REACH THE LAN STRUCTURE BE7UND SAID WALL FIN6Hk5.ANCHORAGE SHALL ISE AS WWCA7FD ON 14 12 03 73 0.5 45 - - 14 12 10 B 8 75 50 4 14 12 10 9 e 9 45 35 NOTES 0.1)&A2)ABOVE FOR INSTALLATIONS ON'VM SIDING OR EWS WITH OR WITHOUT MESAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 9 0 B 0 - 14 12 f0 8 8 8 6 5 14 12 10 9 8 85 �5 3S INSTAUARON RNID DFS WITH METAL STUDS SM SffEET 20. 14 12 10 B 7b ISS J - 14 12 f0 BIS 7 55 4 3 14 1T 0 85 65 4 3 14 12 10 B 6 8 - - 1{ 12 10 e 0 e5 8 75 14 12 10 ea 8 5 4 - (8) TD DIMING CONCRETE BLOCK:(ASTM C--90) /4 12 a ISS 55 3 - - 14 12 10 9 8 65 45 35 14 12 10 B 7 33 7 -1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.ENADOL 7'-0'. 14 12 10 9 0 0 - - 14 12 10 9 8 7 0 4 74 72 '10 B .5 55 4 3 -1/4'0 x•3/4'ALL POINTS SDUD�tT ANCHDRS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY. 14 12 10 B 85 4 - - 14 12 9 75 6 45 35 - 14 65 7 55 43 35 - - -1/40 BLUE NDP CONCRETE ANCHORS W/CAP AS WWUFACIURID BY FLOMDA FASITINER5 DIRECT,INC. 14 12 10 85 7 4 - - 14 12 /0 9 73 Bb 4 - 14 12 8 7 75 43 - - -144'0 TAPPER+ANCHORS AS MANLIFACNRED OY POWOM FASIFNERB,MM.AND DISDUBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 11 7 55 45 - - 14 12 70 9 75 9S f - 14 12 B 7 8 f3 3 CCIPANY ANY OMEN APPROVED UCQ4SE0 OR AUIFIORDFD VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCARIXN,INC. B•-0' 14 12 10 8 6 Bb - - 14 12 10 B 3 6 4 - 14 12 10 8 85 6 J5 - NOTES: 14 12 eH 7 55 3 - - 14 u 8 &S 55 4 3 - 25 95 B 5 4 3 - - 0.1)MINIMUM BUMMENF INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND RAPPER+AM31M IS 1 1/4 AND TAPCON 14 12 95 73 6 - - 14 12 95 e 5 - - 14 12 .e 9 eS 4 - - WITH ADVANCED THRFADFTIRM TECHNOLOGY ANCHORS IS 17. 13 85 OS 5 3.5 - - 14 12 10 0 80 5 - - 14 12 V 85 0 4 - - 14 12 10 9 0 - - - 14 12 10 9 7.5 45 - - 14 12 8R 7 05 f - R2)MINIMUM EMMMENT OF 1/40 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO ". 14 15 73 B 4 - - - T4 11 7 53 IT 3-51- - 11 8 55 43 35 - - - D/BEDMENT INTO STUCCO SHALL BE PETIMBIED.144'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO .;�4�':,p 14 12 -are-5 45 - - - 14 12 115 7 55 4 - - 14 HOC 7 05 8 43 - - DOST,AND 1'MINIMUM FOR WAIS WITH NO STUCCO_ 13 95 55 4 - - 14 12 6 7 8 4.5 - - 14111 7 55 *51&S - 10'-0'14 12 10 8 7.5 - - - 14 12 10 0'89 5 - - 14 12 6 9 5 4 - - 83)W CASE THAT PRECAST STONE,PRM-51 CONCRETE PANELS,PAVERS OR ANY%VM BE FOUND ON THE DMINO WALL OR FLM% 74 10.5 7 e 35 - - 13 93 115 5 4 3 - - 1017-5 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW 51REMRE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS W MIED ON 1+ 7I. 7b 55 - - - - 14 115 9 8 5 4 - - 12.519.5 6 5 4 4 &B2)ABOVE.FOR INSDWA7K1N5 ON VINYL SIDING OR e(S WITH OR WITHOUT METAL STUDS CONSULT DOS EWGWF}R. OS e S - - 14 12 8 65 95 4 - - 13110 65 5 4 3 - FOR WSTALIATiON INTO FIFS WITH METAL STUDS SEE SHEET 20. 14 f2 10 - - - - - 14 9 6 . 8 4S - - 14 11S 7 6.5 4.5 JS - - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE WTOMLENOATONS AND SYEOTCATIONS OF TIE ANCHORS MANUFACIVRffR. T3 93 B - 1T 9 B 43 4 7 8 7 45 SS 3 () 14 10 7 - - - - - 14 G5 7 4 - - - tb eb 55 4.8 75 - 95 7 4.51- - 14 15 73 6 3 - - 12 9 6 4.5 4 - (D SEE SCEDL�BELOW FOR EDGE DISTANCE(FD)VERSUS SPACING RETAMONSHIP FOR ANCHORS 12•-0' 14 12 Sol- - - - - 14 12 B e5 SIS - - - 13Ila 65 6 4 - - - FD DISTANCE VERS .SPACING SCHEDULE FOR ANCHORS; ib BS 4.6 - - - - - 11 8 53 4 35 - - - 8 0 4 3 - - - - MA%WUN ANCHOR SPACINGS ARE VARD fOR EDGE D6TAUCFS RmICAIED BFLDW.FORE 0.LEIS i11AN 111E INDICATED,REDUCE ANCHOR SPACING 3b D3 8 - - - - 13 93 85 9 4 - - - OS 5 5 4 - - - - BY MULTPLYIN(N SPACING SHOWN ON SCIEDUIE BY THE FOLLOWING FACTORS. 9 6.5 - - 14 115 7 15 45 - - 1f BS 65 IS 35 - REDUCED SPACING OBTAINED USING FACfOA ISHAN NOT 0E.FSS THAN MINIMUM SPACtiG OIOICOED FOR FACIA ANCIOR TYFE 73•-0•i4 12 - - - - - - 14 fu 73 6 s - - - 1z OS e - - - - Z-=- f0 73 0 4 3 - - - 75 9S 4 J - - - - ACTLIAI. 25 U _ _ _ _ _ _ 12 9 6 45 4 _ _ _ OS 7 8 4 _ _ _ _ EDGE 9MV TNREADf•Wt1A 7ETHINDLOGY ALL POINT SOLID SEE BLUE TAP W/CAP YINN.SPACING 6 B - - _ _ - - 13 95 5s 5 - - - - OS 73 5 4 D DICTANCE 14�-0'14 12 - - - - - - 14 165 7 8.9 - - - - 11 85 Ss 4b - - - - ED. MI -3' MIR SPACING a 3' IN.SPACING e 3 1/2' MRN.SMING n 3' 3 344' 4 10 73 B 7 45 3S - - - - 7 35 J - - - - TE& P076D OOEEIFIE CCWVE GIM POURED CONCRETE& CONCRETE&POLED OaNC6g CWQEIE BOD( 1.9 9 _ _ _ _ _ - 11 6 55 45 - - - - B eb 49 - - - - - I COLDL FIS.=3 1/r IDL E5.2 1 CONCRETE:ELM OHC. -BOCK NL FIS.-3 1/r IOL EA-2 1/r 12 9 e. - - - - - 9S 7 4 - 3' 1.0 0.90 tO 0,78 1.0 0.54 .0 15'-0•,• - - - - - - - 35 to Bs - - - - - 6 5 - - - - - BLADE WORKING z 1/z• ae1 1.o O.W 1.0 9 - - - - - - - as 9s 4 - - - - as 5 3 - _ _ _ IN UNISON♦ - - - to - - 0.5 e - 4 - Y 0.71 0.51 t eb 68 - - - - - 9 eb 4 _ _ _ _ _ 1 3/4' - O.B7 - - - 0.43 1 1 2' 038 035 e e 8 { 8 {3 3 - - - - 95 FLORA BUILDING CODE Non High Velocity Hurricane Zane 0 2015 EASTERN NErAL SUPPLY,INC. BOMA H TM �ENSF L E C O INC. A S S A Accordion Shutter System NV.(LADE#t W/CR W/0 ITV.WKIOW RADE American Shutter Systems ENP, OESCI�ION DATE CRON M N.L ' e TILLER TESTING & ENGINEERING COMPANY = L•, STATE�r .�� B,,,M.w.,6th,St.St.sLa 3W.Vp6..A 9A96aNB.FwBn\331 Association. Inc. 1 OLD 11-I92 4 u/1s oA,e 4/13/Is ,� Pt. :(305)871-1530.Fax;(30.9)871-iS3i 4268 Westroads Drive 2 r,�UK�� ��y�� a mNo an eb 7000Iaw West Palm Beach, FL 33407 a DRAWING:SHEET 5 085 WALTER A-TWT ar.P. P. AYSN T i'8�IATURE/DATE Baa U.r 441x7 6 Oi 0 ' m J\ o VI �1 o a }; �j o L U i Orn gypp, y' n J 'z d 0Z^ PIn a 0. am W m ■ n pa1w� Vz10•= o a•o c 6 N W NZ .0 V) Iii ■VI COr1 m '" r �i o. �c jo qa �sK0 in in Ooo N. p E co f� 3 7u.Fx 3 as m � mmn vmmn An YYlmnl lmnllml llmllia nl llnlllnllllll .-. CzCz 3 � R bb mmbmn mbn',�mYYpm°�Ylnnl lmnl lblllnlll�l IIYII IYIIIYIIIyII � GGGr=!lllg5n}+x r� mmnmmmm�bmb�nmmrq mm�m;IAb VY1 m�11nAIlmmI 1n11ImIIIN111�11 Z o <z III mW m n m b n n m m b n b m m m b n m m� n n n!b n N a n m a n V r n n Y d n n n Y 1 n I 1 I n I 1 1 OTT ®d B x � OF. }�1��l' Q'$pY.enmn nbgmh^mha^nmmenhhnnn nb�mamm'�mmm nq nemm nmVm,mnmmYnb�I nbbm nYmmn bnbn1 AnmqI whnmm'VnnqI Yn1 nII nmm amOI�nI1�n11 wnm,�nmIl��II rblI nAnm nmlI mm1l��II mnnm nl1 I II,�I 1In11 nfI1 mmI dn11Ymn!IAab11NammI Ymm1I1III1bAmb1I ant11I mmnenmn n mm.e mbmmmmnmbnnne n gamn m m .001. nnb Ld g mmmWnqmb � mm n Ymm.mmmp 7FrheahYlN I I lY I 1 IM1111111 wnNf h1 1 + Inn •• ••~c n�!Cc«uQ/•i/�• Q $whhnnnnhnnnwhnnmm� n n mannelmn onwY Iwm �] 'F � a m 2 a ma ♦ i a41wnl lnI l inl 11m11 �� 06-.'IvG Cy (:nn nnnnnnnn nnnwnh nnn°Inn'4mn �n,qm Y^qpq nh O a m n ma a ma Yn a^V�nn aY lnnllnll 4:,J4 $nn nnnnwnnnnnnnnnnn rn nn nn'�nnw"�n nmm� pm°Jn m"�vwmnanilYlnan Y,� y; •�.Q Q;Zd cn Jim ® $ nnnnnnhnnnnnnnnhnnnnnnnnnwnnhnnnnnnwnnn°�wwmm�nwawnl.2 �^ y�J••. �, >c S�hwnnhwnwnnnnnnnnnn hnhn hnnw wnnn nn wn nnhnwnnhn nh nh hnnhnhnh ��'/6'�• '•yy`L n••'••v���`` w m n a a V V V l I n a I I I A 1 1 1 1 1 i l l l l l l l l l l l l l l l l l l l l l l l T r�\\\\\\ 41 c+ W Q IIIIIIIIINw a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Ivi lAI#1-i e_«« o'4amw m"i,°a^wmm°J nwm g^ 2 «««« N N N N N N N N N N^N p ^« N N ^n N m 0^ h OR w e m n d m p �en mememmmmmmmnm mmmmm111111111I 1111 1111111111111111111111 • � mmmmmmmmmmm mmmmommmm mme11111I 111111111111 11111111111111 aOmnmmmmmmmmmmmmmmemm om........moor mmlllllllllll111111111 $ommmmemmmmmema mm mmmmm mm omeommm m mmmmeemmemmoolllllll 11111 �Q.m eN.oe.N.«eNee�e�e«Nveene^'eN wow ' ee ee w.e-mmweow em-2121R]2 ow w ew ew ow om ol el SIR ol elf? oel Gj•+,+���•vr�YY�r rvr Yrr�wrY.rr rYYYY rYr Y �^�',Yr Y��r Y= YYL:tr' Y r YY e (SEE MOUNTINGS ON SHEETS 16&17). :S� L.J E=:t !�TFRATE SOUTHERN PINE No. 2 W/MIN. Gm0.55, SPRUCE'PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE.�5No. SPRUCE PINE SPRUCE PINE DOUGLAS FIR W/MIN. G=0.50 W/MIN. G=0.43 W/MIN.G=0.36 1/PLYWObIC VDa4.1 Mw9 VI/ FIR NORTH FIR SOUTH NA,m1u,F ►U ,So W/NTN. G=0.43 W MIN.X0.36 spAN(W WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS COLING MOUNT T WALL MOUNTINGS tio.WALL M011N1INGS &O.WALL MOUNTINGS B.O.WALL MWNIINGS M. N. 0&R FLOOR MOUNTINGS M, N. 0 &R FLOOR MOUNTINGS M� N. O & R FLOOR MOUNTINGS W& x W& X W&x P&c S&V S&V S&V ®MUEMSKMMM L=Mw=Kffl0Es=b4 SaceisimmmunEmOxg E®OIMmeAEI�¢810(I!/ ®IIBAmEIBSIE O,reS 03G,�E,iF�B WPC 4�) W) I®,Nnm6lwsta':RF�cI� O',90118i0TF9�SIWICI{� �UHiffiR�P�(� osa1FF3[Iv>mrEFAs(nJ 30 40160 75 90 05 30 40 60 75 90 OS[.30 40 60 5 90 05 30 40 6075 90 05 30 40 6075 90 05 30 40 60 75 90 O5 30 40 6075 90 05 30 40 GO 75 90 05 30 40 6D 80 05 30 40 60 5 90 US -0'OR 2 10 10 9 B B 8 B 3 6 6 6 10 10 9 6 8 6 6 6 6 8 8 12 10 10 9 B 86 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-O' 1270 10 9 B 8 6 6 6 6 8 6 1D 10 9 8 8 6 6 6 6 6 6 12 10 10 9' 8 8 6 6 6 6 6 8 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'+0' 12 10 f0 9 8 8 8 6 6 6 6 55 1j98 8 8 6 0 6 8 8 5 12 f0 10 9 8 7 6 6 68 8 5 B 5 ; 4 4 3 72 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 1212 10 10 9 6 6S 6 6 6 6 5.5 45 1 8 5 6 6 B 5 5 45 12 10 TO 9 8 S 8 6 6 6 5 .5 6 5 4 4 3.5 - 12 12 f2 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 12 10 10 9 65 4 6 6 8 5 45 4 1 5 3 6 6 6 5 4 5 12 10 10 7 .5 - 6 6 6 5 4 5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0 12 12 12 0.5'-0 12 70 107S 4.5 3 86g 5 4 3.5 1 35 - 8 8 5 S 35 3 12 10 10 4 - 8 8 5 S 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9512 12 1S9 758S 9'-O' 12 10 10 3 35 - B 6 5.5 S S 3 1 - - 8 6 45 4 J 3 72 10 4 3 - e 6 4.9 4 3 3 8 5 ITS- - - 12 12 12 12 12 0. 12 12 12 1 9-S 85 12 12 10 8 85 SS 10'-O' 12 70 75.4 - - 8 8 5 4 3. - 1 - - 6 8 4 S 3 - 12 10 3 - - e 8 4 5 3 - 8 5 - 12 12 12 12 1.595 12 12 12 0. d5 7.5 12 12 9 7 6 5 11'-0' 12 10 5.5- - - 8 11 4.5- - - 12 1 - B12 10 - 8 .5 4 - - 6 5 - 12 12 12 12 10 8.5 12 12 12 9S 8 7 12 12 8 5 55 4512'-0' 12 10 4S- - - 6 6 4 - - - 12 1 - - 6 S 35- - - 12 10 - - 6 5 3.5- - - 8 5 - 12 12 12 1. 9S 8 12 12 11 85 7 8 12 1 75 8 5 4 13'-0' 12 10 - - - - 6 6 - - - 12 10 - - 6 45 - - - - 12 S - - - - 6 4.5 - - 8 4.5 - - - - 12 12 12 0 8.5 .5 72 72 10 8 6.58S 12 0.5 7 0.5 4 14`-0' 12 10 - - - - 8 8S -- - - - 12 7 - .5 0.5 - - - 12 7 S 0.5 - - - - 8 3 - 12 12 12 9.5 8 6 12 12 9S S 6 45 12 9.S 6.S 5 4 J 15,-w 12 - - - - - 6 - - - - 12 - - - S - - - - - - - 12 11 9 5 5 12 72 8.5 7 6 4 12 9 8 5 412 - - - 5 - - - - - 1, - - - - 5 - - - 8 - - - - - 12 12 O 8S 63 4 12 12 18 16,515 13 111. 515,51"13,51- i (D-HV. BLAQE OR 6) HV BLADE W/ I(1A HV WINDOW BLADE WORKING IN UNISON* .sTE A,1016 ao,�F,NM 61AOE 4N a¢r,9 t NOTES ON ANCHORS REQUIREMENTS! WOOD SUBSTRATES. 1.ANCHORS TD WALL.ROM 09 SOUD WOOD SOFFIT SNAIL BE AS FOLLOWS: 3.SUBSTRATE SMALL CONSIST OF THE FOOATNNG: -SOUTHERN PINE Na 2 W/C-0,55(MADS) -1/4#TAPCON ANCHORS,AS AWL6AMRD BY LT.W.BWLM W/WNMU ELRIWEH7 AS INDICATED AT -D000IAS FIR W/C-4.60(NAS.) 6wi swnON ON sMaETs 16&17. -SPRUCE ANE FIR NORTH W/G-0.43(ND.S) IXCFPIWN:SEE Na1E 2 BELOW. -SPRUCE ANE FIR SOUTH W/C-026(NDS.) 2 ANC4fORS 70 HOLLDN CEILING MULL BE 0.I PERM0191TING TYPE U.SHEET17 AND SFUD.CONSIST OF -MW.1/2'COX PLYWOOD(1986 APA) LAD SCREWS AS PER NDS 2012 SPECIFICATIONS. - ANCHOR'S MANIFACIIIR�FOUDWING ALL OF THE RECOMMENDATIONS AHD sPEL01GOlm OF INE FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN NETAL SUPPLY.INC. r 171L1LIFFFFFFFF A S S A BERTHA HVTM IL E C O Awa. Accordion Shutter system .�� KV.BADE#1 W/M W/D NV.WMDOW a" TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems VV. DFSG4IP90N DATE DRAWN 1M ALL • AlerAAw ' am N.W.30M,s,•.Sta 301.wmN1A&MOOTS,nAq=331AssactaflonA Inc. 7 I OLD 11-192 4 1 15 ILLTF• 4 13/15 Phan.:(305)877-1530.FON:(305)871-15.71 4268 We6troadB Drive 2 DRAWING No • e-ma8:Wta..O.1- West Palm Beach. FL 33407 3 15-085 * STATE OF r WALTERA. LU71Jr.P.E. IORIOA Ua./44167 a SHEEF15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV.* BLADES AS AP LICABLE SHUTTER0 — O I SAL O O 0 D 1 SHALL WALL FINISHBE T 0 DESIGN R SURE RATING. SEE SHCE 19 FOR SPAN APC w�y�Dwmcgo ESSURE RATIN9 FOR INSTALLATION WM UNISON 71HREAOFORM TECHNOLOGY 1/4'0 TAPCON OR u W/I 1 2'Nfn.PENETRATION TAFCON WITH ADVANCED THREADFORM TECHNOLOGY OF TH ED ARTA TO W/T 1/2"Nin.PENtTRATION OF 7HRFADm AREA TO EIOSfwC, Y DUSTING WOOD HEADER. : 1 Mw SEPAFalION I I WOOD HFAOER(SEE SCHm12E ON SHEEP 15) Tp!i!5 I—<DOR (SEE SCHEDULE ON SHEET 15) ,y 1/4'9-204/4"S.S.MACHINE 1 I F ON SFEf I SCREWS W/1/4'-20 NUTS 19 I a v e 12'O.C. •S• 1•LRn. ESO.. I BLADES®8® ` 1 I I z H r I IR C n _ 1 Fwlsr I PTIONAL. If 1 ,••EXISTING MHN. OR 214'WOOD ;;I2• µ 1 HEADER WOOD * EXISTING MIN. 1 --OOR® 1 HEADER REQUIRED If"O TAPOON OR TAPCON WITH ADVANCED EXISTING 1 IRL SEPPR,Q7017 1 1 TTiREADFORM TECHNOLOGI•W/1 1/2" GLASS-•/ TO CLASS(SEE1 ( I 1 M_PFNEINQ OOD H ADEFt WAUXTHIIEADID.11/2 RFA TO �— SE 1EON SASET MIN.BIAOENAND D7U5TING I -(SEE SCHEDLLj ONTSH(f;ET 11) ( SCHtDULE SHEEP 15) t G :'t 1 �®6� S~ CONE.S PLATE RED'D. LL MONV�WALL HEADER INSTALLATION ON NV WALL HEADER INSTALLATION @HV WALI SILL INST 1 I I E70SIINGSEPARATION TO GLASS ' ' �'"�(5 EN�EmAUIEON TO Il) 1 G 1 , t DIMING (SEE SS SCHEDULE ON SHEET II 1 FX STING 1 MHN.SEPARATION 70 GLASS ,I G WOOD PLATE (SEE SCHEDULE ON SHEET 11) I g GLASS--1 0 1 /4r- .20%31 4' SCREWS SS e z '•.: "i.4L 1/4'0-ZOx3/4'S.S. 1 1 1 a ';ti.�ny.=•45 MACHINE SCREWS " W/ I I - \ 1 ®iN2r•'O.0•-20 NUTS •+]z;.;<. WALL \ .,1/4--20 NUTS O , ....•Sv* FINISH 1 I ..:O.C. 1 1 ST F' 111, OR® ORUM � 1 OR 1 yl• 2'x4'CONT. WOOD PLATE _ RM'D. 1"Min. •'; I, 1 %iz 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREJIDFORM TECHNOLOGY W/1 1/2Mi. FIENEMTION Or • 1/4'0 TAPCON OR TAPCON WTM ADVANCED {�* SILL PLATE •�'� EXSTING WOOD HEADER.THREADED ARTA W THRI'ADFORM 7TY'HNOtoNW W 1/2' 1/4.0 TAPCON OR N9]E: / REO'D. (SEE SCHEDULE ON SffEL7 15) .`.+ \ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL Min.PENEDtAT10N OF THREADED AREA, PLYWOOD (SEE SCHEDULE ON SHEET-15) EXISTIN ►444.214' 1/2 Mw.CDJi� 7HREADFORM IECHNOLOI;Y SHUTTER ASSEMBLY •�'� 4STUDS A TB'O.C.MAX PLYWOOQ REO'0. W/1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2•MIN.COX PLYWOOD REO'D. WALL FlNI THRFADm ARTA INTO PLYWOOD COMBINED IN ANY WAY TO REO'D.PLYWOOD TO BE (SEE SCHEDULE ON sEEEEr 15) SUR ANY NSTAUATOL Rb HV WALL SILL INST TION G MIN.27x4"STUDS 0 16°O.C.1SAX.FWD. ATrACNED TO SUDS N PLYWOOD 70 BE ATTACHED TO STUDS N ACCORDANCE ACCORDANCE WITH WITH SECTION 2306 OF THE F.B.C. SECTION 2306 OF 7HE ®NV WALL SILL INSTALLATION ♦SEE UM ATIONS OF OF © WALL SILL INSTALL TA ION F.B.C. SLAM ON SHEET` FLORIDA BUILDING CODE Non High Velocity Hurricane Zone .` 0`N, 0201 BERTHA TM AL SUPPLY, M A■�■S■A■ Accordion Shutter System �f�Q H.v BLA(E$1 W1 CR W/o KV VVIMOW BLADE '"�'�•"'-• TINT TESi1NG& ENGINEERING COMPANY American Shutter Systeme EV• 'IFSN79FnoN TATE xR Br: Ml 9X7 ALN.]RA.St.7b.30 ,%Rcm affiD5.FLORIDA s71 Association, Inc. I OLD 11-19z 4 13/15 TATE: 4/13 15 Phme:(305)871-1530.Fm:(3119)871-1531 4268 WBstroods Drive 2 '. 9- IL IllL9co0od— West Palm Beach, FL 33407 3 DRAWING No A� EB-0000719 15-085 %,�.r�:•. ZO�Rp{DP,:\��;� WALTER A DWI Jr.P.E. 4 P.L'A NA ATE FlDRWA U.0 44167 9. SHEEOf 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. 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EL 33407 3 4G,,,sSi��N�AA.L...�..��.�0��V WALTER FLQRA.TILLI 4slai S sFIEEr 085 P.E. 81iA 1F1l4URE/DATE s to OF 20 1 ®� •GDIMM LI)!RATIOILS ASHUNO TEM Ow OF USE FOR OEM A B ®•® UNISM VM W VVI I.Wx.A.S.O.DESIGN PRFSSIIITF RACING:+IID.-110 P.S. z.WIE SHMER SPAN:OV 3,ALLOWED YOUNIIHM A D.D k H ON SNEEIS 6.7.AS WELL AS MONMWGS M.O•T.U&W ON SHEM 16&17. 4 ONLYCkME7WAT61'L�1®fBORI O®m�a eV ARRIVjlcFDYUMST A LOW4k.oUOEW gW &oR BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 711P.EA END 8.W F(V WINOOX BI/IOEQ SHALL ONLY AL1WV A IIAD111IM OF 5 OPA•1NG5 (3.0 VOTES)FOR®PER RADE AT sPACWGS suom ON SHEL7 a ELIWINDOWS • ♦ • (�WN.CIFNWiCE TOP OR EOROM EDGE OF HV WINDOW MADE Va yy� ®fit OF AM'2%HOIE FORK SHALL BE 12: _ (C)FRST%LJ§BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W WINDOW RUDE 1V11 5 (0)EN WWoOw BIAGE QMusr BE USED Aummx m A.smm HY BLADE 1Q THROUGHOur SHUIRR'S WIDTH. (E)CEyjF]t A 91A11 ALWAYS BE WSrALLFD AWACNir m A SLIM HV •1 1.i.L BIAOE f AT RIMIER SIDE OF THEA. 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I LLD 11-192 4 13/15 DATE 4/13/15 STATE n; Phone: 871-1370.F-:(305)671-18Jf 4268 Westroads Drive 2 DRAWING No pfi �LLORIDQ ��r� �-m®tat«°o°wmn West Palm Beach, FL 33407 3-013067119 15-085 ' L`S;S�O......��\ �� WALTER R.ORRMA u o lite E 8 SHEET P.E.�9FALI1/ BM�E�/DATE e 0 OF