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HomeMy WebLinkAboutProduct Approvals I 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted) 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summa of Products FL# Modelr Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)- Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF 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 Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party: Yes 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. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,, Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D". Max. Span is 16'-0"for 30 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HVi blade,W-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,. load for HV blade for Keystone mountings 7'-0".p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in _ REPORT.PDF unison.See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party:Yes Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12,25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back rdext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cop ri ht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law;email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENERAL NOTES: 1, BERTHA TIN,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENTP.EM,) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(fith EDITION)OF THE FIXRIOA BUILDING CODE:THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCTT�HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MEW,TONED CODE,FOR A BASIC WIND SPEED REOUTRED-BY THE JU91SOICTION WHERE SHUTTER WILL TABLE OF CONTENTS. BE INSTALLED WITH A oomcnowure FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE WXMfJM, (&SM.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS II THRU is, 19.&20, IN ORDER TO VERIFY THE ABOVE CCNVMN,ULTIMATE DESIGN WIND LOADS DETERMINED PER MICE 7-10 SHALL SE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS ARFA'11: WffLAQESjl_&_2 BY MULTIPLYING THEM BY 0.6 IN ORDER TO'COMPARE THESE W/MAX.(ASM)OESTGN PRESSURE RATINGS INDICATED ON SHEETS I I THRU IS, 19&2D. GENERAL NOTES SHEFT I IN ORDER 10 VERIFY THAT COMPONENTS AND ANCHORS OR THIS PEA).,AS TESTED,WERE NOT OVER STRESSED-A 33 X INCREASE IN ALLOWABLE STRESS FOR"NO LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS; HOWEVER,A W146 DURATION FACTOR CT-1.60 WAS USED FOR VERIFICATION OF FASTENERS'IN WO= , SYSTEM COMPONENTS 21-37 SHEET"3 BERTHA MX ACCORDION SHUTTER SYSTEM'S'ADEQUACY FOR W1140 AND LARGE MISSILE IMPACT I=HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609A.2 OF THE ABOVE MENTIONED CODE AS PER An REPORTS: TYPICAL SHUTTER ASSEMBLY _35-44 SHTEET'4 TYPICAL WINEOW BLADE&WINDOW DETAIL -HV BLADE(D 10214Mi-03, f0715,01-63, 11004.01-05.#1214MI­05, III0317.02-06.00609.01-10 AND,JD210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 ADE(1)AND FIV WINDOW RLAQE�g AND C-1996 STANDARDS (MISSILE LEVEL D,WIND ZONES 1.2&3)&$1220MI-10 AS.PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APELK6MO -KV WINDOW BLADE Q foSO5.01-09 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETALS.A-F, CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND W WINDOW BLADE (3 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET III INSTALLATION,DETAILS G-M,CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS (W SCREWS). USED,AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#144,75'AND#14XI.75'RESPECTIVELY, 410-IIT MINIMUM I SERIES MITIERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 Its,VIELO STRENGTH AND 180 k:Ck`Iomtr STRENGTH,PINS SHALL BE COATED'WITH BERTHA FIV DACROSHIELO COATINO SYSTEM AS MANUFACTURED BY APPROVED CENTERMAfE ALTERNATING oErms HV SHEET 0 COATING APPLICATORS, RECISTIERIED WITH AMERICAN SHUTTER SYSTEMS ASSOMTION:PINS MUST BEAR THE HV MARKING"ON THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSWANON ALLOY A14D TEMPER AS INDICATED ON,SHEETS 2-AND 3. MINIMUM YIELD STRENGTH FOR--6063-T6 ALLOY 15 30,0 ksi AND 35.7 kri FOR END CONNECTION DETAILS 1-6,CONCRIETE/SLOCK SHEET 10 8005-TS ALLOY. MAYWOM SPAN TABLES SHEET Ti 5.ALL SCREWS TO BE STAINLESS STEEL 3,04 OR 316 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 5DO18 WITH 50 kf,MIN,YIELD STRENGTH AND 00 ks;MIK TENSILE ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2471,13:4. ANCHOR Sd9CDULE- CONCRETE& BLM SHEET 14 6. BOTTS TO BE ASTM A-307-GALVANIZED STEEL,OR AISI 104 OR 316 SERIES STAINLESS STEEL WITH 35 lisl MINIMUM YIELO STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE(D 12.13.14.15 AND 20 INSTALLATION'DETAILS M-R' WOOD SHEET 16 W BLADE Q)k 0 WORKING 1.4 UNISON: 12. 13& 15 INSTALLATION DETAILS S-X', WOOD SHEET 17 8.THIS BERTHA N.V.ACCORDION SHUTTER MEIA SEARS A U.S, PATENT 16*779482.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT#5`458,179*SUED To EASTERN END CONNECTION DETAILS 7-12. &Y.WOOD SHEEr 18 METAL SUPPLY,INC. AREA 3. HV WINDOW BLA12E ONLY 9,IT SHALL BE THE RESPONSIBILITY OF THE"CONTRACTOR To VERIFY THE SOUNDNESS OF THE.STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHMGE•CONTRACTOR 70 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN iNTRUSIm TYPICAL SHUTTER ELEVATION -SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTIE-DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT. OR OTHERS,MUST PROPERLY CLOSE,Au.HV AND HO CENTERMATES AND ENGAGE OR LOCK ALL MY AND HO LOOKS. AREA 4: HV WINDOW BLADE ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE,ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS 'S MET 20 PLACED FOR EVERY OPENING.LABELING 70 COMPLY WITH SECTION 1701.9.12 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY WILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED"Tc. 13,(o)THIS P.E.D. PREPARED SY'THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE iNFORVATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION. INCLUDING LIFE SAFETY Of THIS PRODUCT, BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON 1141S DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, (e)THIS FIXM. WILL BE CONSIDERED INVALID IF ALTERED 13Y ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d SITE SPECIFIC PROJECTS STALL BE PREPARED BY AREGISTEREDORiDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R;) FOR THE PROJECT AND,WHO WILL BE RESPONSIBLE MR THE PROPER USE OF THE P.E.D.ENGINEER CF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE-SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DAIE,AND ORIGINAL SEAL-AND SIGNATuRE Or THE MFCWCN*L ENGINEER Or RECORD TRNT PREPARED IT. FLORIDA BUILDI CODE(Mon High Velocity Hurricane Zone', 4*1 02017 ITItTECO,INC. 017 EASTERN METAL SUPPLY.INC. .......... EN BERTHA HVTM AAccordion Shutter.System nSmSsAw RV. &AIX #1 W/CIR:W/0 KV. WNbDO R.ADE k Arriericon Shutter Systems qtV.R, CESCRIPTICIA OATS ORAW4 W Le TILLIT TESTING & ENGINEERING COMPANY 06S. Association, Inc. I OLD 15-065 7/17 4268 Westroods Drive 2 0712 (305 530.F..,(305)871-1531 Wiest Polm Beach, FL 33407 $ ORAINIING NO WALTER A nLLIT :,P.E. A 17-1,07 FLOR OALG.1 44167 3 P.E. tttf5f�('AfUffEfDATE 1* 20 i -- - '' VAM�S 1A gyp. �pe z of qc ti. 4;..?14�� ��� � �"....-_--.•.4999 r .3 ^ 4. n,.- 0 � ' 4.S6T" D yV SOLID IHV IINIVERS L ¢LQATER z «r 5 HV $Q f,BR"' ST TER GGVE?ED UNDER US PATENT # 5458T79 QUAtIfIE[B FOR USE 9YJ HV B3r1DC{a a � ° � QUALIFp£D�C3R USE W "4 C' HV BLADE V HV WINDOW SLADE� 6=3 -iS AtLOY AND TEMPER QUALsi IEC? LAD LtisE W by 6063-T6 ALLOY AND TEMPER -SEE tt NS Uf USE br Li.A ON SHEET 19 �t) Sri' c 606 - T}'Y'X'tf0 TEMPER 6D5.3-i$ ALLOY AND 7EMPE mIs- 344 6,��..51 n! all 72 $42. " Qf� 7N AD ADAPTER W/LIP z2 .... 0 P 6' QUALIFIED FOR USE W/ MV 8)HV WALK—OVER TRACK x'920— r^y GLADE.,t�,.,t` "� QUALIFIED FOR U E w/ HV (9;�HV TRENCH T#A9K C6.)HV A114—FLOOR TRACK CY A iADE� QUALIFIED eQFt USE Yr/.riv QUALIFIED FOA, USE', wJ NY 6063-26 At1,4Y,h. TEM ELADE"'.DONLY I P HV�' I,p NGUARD. BLADE I 6OW-T6 ALLOY A ER Qt;TUF1EO Ff3F`i U E W/ HV 63-T6 ALLOYSkt. R VARIES AND TEMPER r"7GLADE i „ ax VARIES 5.935 64fi3-ifi ALLOY AS -iEtAPER rG ...._ _1 •k ......d_t %�y) j $lad � 1$�s•J" 'A +�. ... jp ,{ � i _ � �.-.....,......� � .....-.�ut��..«........� t... �...,:rt....,..._...-..moi }. �} 4 i1� H ADR 9L kj 71 i, HV CEILING ffADER Y— —/ 3 HO CEILING HEADER S(LL tat'47FtEQ FCt2 USE V7f KV L�t�.DE f fQfi�iY, QUALIFIED FOR LOY D TEMPS �GNLY QUALIFIED FOR USE wj HV BLADEff1� HD WALL HEADERISILL SEE. SECTIONS•FOP VALIDITt: SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE WJ FIV $063-16 ALLOY AND TEMPER 6b63T6ALLOY AND TEMPER 6LADE.`1 ONLY. 6 - - - -TEMPER .. f- COMPONENT A R TI TZ E X Y x v MN XMu Y"It t 3' B S' 2' 2' ., 07 5 10.G 30- (1 ]DE ANGLI S 0UA. GtRIRED NE�FOR Pt�SS YsAjflEU FOR USE w KV ALUMINUMANGLES I) 7-5- r oac;e.igv W/ Hke BLADE DtszLIFaEG rO USE w/ Iry — TG- ALLOY AN BLADE t `ONLY-:ee�urrrr�ryy u S ' 0.ta' =T9 ALOY{iCTLMPER- -a" 1MAX I-tf39' 6063-TE...AL3tLOAvDEAMIO. TEMPtPC FLORIDA 31RLIN--G- -C-V-- —(ta.n_ --- High Velocity Hurricone Zone x:2017 TILTECO,INC, 02017 EA.a"£f,.RN UE3AL SUPPLY,tNC> BERTHA-H ........... Accordion Sh4tterSystem A.S.S.A. TL c�► #��. ='? t;.v W!?E#x w,l CR W/O,KV.WMW RADE YILLat tESTING & Ea4Ga{iEERlNG GQMAAMY AM45f1COt1: Shutter Systems oeseaappo" DATE DOWN er. Lc w[. D�iD�.. '"Yti 5 fi3'ss ho..at'it» 5)71-1,3�ot0.Foo+.comtaEw„rw:�aapa West r68'W e road IDii t al?i5�065 7,/27/1 •D.urE. o7J27J17 C� TE O --�-i Pnn a;(aDs�e7a +sic,tai (sns)aai-isst l28&"tVestroEnefs t7rive x. .t� t ch, Ft- 33407 3 DRAWING No q •1{ '4+.Y{ fR—�b&719 17'"�.V l .t1 "•......mak +,' "ityy WALTER A,7Dttn Jr.RE. � R N ��y ppvhl�a't' �';./0ATi FtAi 9ta EIC. i 1767 SHEET Of 90_. I I # 7x533 , IP. a^ r�acn� evs tztatrtt �».,p� ^6. - S.SM PA%t7Eb I +$ 7"--T-'�-=-_—.•• m'b 1 P '�p1 b .j ._ Tr1R6/AtY7. "'-GiM.GUS'a .fILhNEl. RAKW fl RESS ft341,t ' 'a •c�, ^i w4ca la - {J 00M CY WtK.. EPh55.vf.NDER 5 �.,..,..._...,.3 m.a s�Frrs{iv � tc»awc#u7troa? . 1) "� t,.�7F-t ~#.... at..., w Y{ PLATED) ' H fi? t r f2ij liY ,�� MATE s, �--x ` U4uFlE6FOR USE Vt/ HV SVDE D& 1" LY ) V E LOCK. 6D63-TCr ALLOY AND TEMPER QUA iriED FOR USE, W/ HV BLgDE�I a Q3 ,ONLY a._�!+ 3^07�,.„„_,�-_...� / 7 QUALIFIED FO W >ft QUALIFIED FOR USE W/'NV 6M,-76 ALLOY AND TEMPER 2tlt 'f&ONLY, EI.ADEC.,a&. �Omy Q AURED FOR USE YI/ ETV SLRDE( ONLY - -250 0.0; 5463-76 ALLOY A#iii TEMPER PLASM HEM StB�„ t9^ r"'�" '" V � cis 41 60'AFTER RNICITIC, yzd,• " i f 4" 20 x 3 " aEFORe R vtNr, - ' s _ " S THUMeSGREW 1 l"!O_"20 RIYNUT* i a - a is 9e+4 az sV u w(20;Z4-*ALLOY)LARIX FLANOE THN t SHEria? :: £.t'h'WXIO" FART'I£7r.-,N MJUMVM'T0745 Hd EOUP » n - GMEgFRi 2T;X.iaRTt,ParasAar,+Y.f:LXW JERSEY C17C54 tl7t EQttRG: wtua FROUT",F°EADON 2g �/ MALE T LOC CENTERMATE 4.srs' ` 27� LQ"CKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE w/ETV SLADE ONLY 129 HV FEMALE "T" SOCK CES ER� �AiE � k�.Y nT'" LOGIC � � ALTERNATIVE LOCK 6063-T& ALLOY AND TEMPER ✓-^a QUALIFIED FOR USE QUALIFIED i"O�i USE \N/ kV QUALIFIED FOR USE K"/ H4 BLADE(I)ONLY QUALIFtfD FOR USE Nt/,{'{V SLADE I,flNLX rI ELADE )USf4ElY. 6063-T8 ALLOY AND TEMPER 6063-T5 ALLOY AND TElaP£� 6Y/t-{V BLADE(I" m i a n s CY a •✓"" *••2irtlMliTtlE`N ?.0. MIVER,OR 274 -- k3. _.'.3&2 ?7b ar; 6 .•.....,, KEY ItCYtJNDER r 3; g _.._. � 1 tl .... 0.075M"A, u 'ATE W/ NO LOCKING ROD ,�,� I0 � 7 t2a taa�... 3 :I Ot7AClEl��CD E`C62 USE w/ vuLADc t}cn s;vAUFa€D FOR ATE y�� COC �E�OD ,` a -UTERM HD C1R USE W/ Iry SLADE()& Q� , � _. 6063-T6 ALLOY AP70 TEMPER 6463---T6 ALLOY AND TEMPER i3 HD CENTERMAT£S INSERT - QUAdtE7ED FOR U5€ 1'4/ INBLhO€ t :&t{ 6053-T5 ALLOY Nb TEMPER T € acezu trzu3.9fiscarns,. ('� .,L,t/,�` 'RtUMarvRN LEA C PCTA�.,. 1""""'-^ �ttt ctltNtiER I t Lf0 — '0R KEN 3.7M;-_ OC NG RODlS _ 7f< 4 L4D LOCK QUALInED FOR USF W/ HV 8M. <3f x HV 3a"0-16..ACETAL �� HY 1 ". 0--20 AiSI 304 eYR*.,m*4r LVACAVAR£MORTISE LOtXS,:SER7t ',2133 Hbbk'_aOMTr 606 3-T6 AND TEMPER �5�INST'ALLA'DON VALL RrQULRF A_7/j fSi3LE THIN--SCREWS ���ES �s THUMBSCREWS QUALIFIED FOR-USE-NV/-HV-8CAOE�t 2c �r =Dit:cED�T 7'F.ACKS FOR i3ROE>ER ED s€Tar vALIrED Fai; _, t'Iv QUALIFIED FOR USE ri/ Hv tTi.ADEt FLORIDA BUILD11 {Non High Y,etocity Nurr'7cana Zone,', tl 02,017 TILIEC®.DNC.. .0201V CAST ERN,'METAL SOPPLY,INC, EN AccordionShutter System KV 1 w/OR w/0 RV.WNDW Imo' American Shuffer Sysfems ev. t aescr vno4 DATE DRAWN 0, 7 c, TICCIT TESTING tc EWGIWEERtNG COMPANY ASSOCiafion, Inc. t OLD I5-085 712Tji DATE. 07 �7 a rr{# 6=uw.366th.$% ue asps.Vlktn a OWP-Na FIOROA sa, 1 !t7 fi - Phaae:(30)871-1530.rax (ati5WI-1531 4268 Westraads Drive 2 DRAWING N0 = .4 CQRiC1 ` = Ti tzar maa: �� * LOCKS C TES: A a c c " 9 M H s r v "tz,� �� i 0& gONDPt10N /1: ONE HV,LOCK+2_or @ SHALL BE USED AT 1/2.OF SHUTTER SPAN FQR.ANY SPAN F d "R. �'.• OR.12`ABII+ 012,BE QW y!2 OF SHUTTER'SPAM,FOR SPANS UP TO 105' NO FOR ONS„r1T ANY !�� J EREVATIDN:HV LOCK`; or ftS MAK$£.US,EO'AS AN INSIDE OR OUTSIDE LOOK;.ATTACHED`TO'"Ti�,OR' �t : C£NTERMATES V1/(2). 114'6-20 x 1/2'-LONG FLAT HEAD-S,& 14,S.LOCATION Of"LOCKSHALL BE AS WD:CA - N t 4 IJUTTER"ELEVATION. "—�5' :IDP-M�JAL 13 .fit. IF DESIR 0, OR FOR SECURITY PURPOSES, UP TO TWO HV 195,25 OR 4L6..MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTiON'OF LOCKS TO CENTERMATES e g o_i OR k SHALL BE AS IN ✓£. t _11 LOCATION L SEAS INDICATE ON TYPICAL SHUTTER ELEVATION, 3: N A- p � fi i 1 tE3t f1 t1 Y LQM, LOCKING ROpS S ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY °. 4 oRGtb1COjcA(4+ Ta^ S BE USED IF DESIRED TO ENHANCE SHUTTER PERFOIIIANCE LOCKING ROpS OR AN'ALTERNATIVE DEVICE _ 1 PAY ALSO'BE USED AT STACKING POSITION {NON HURRICANE POSITION} � Y 4. N C)NE.HV LOCt{,� �SHALL$E USED AT CORNER _ RANY SPAN - p I AND INSTALtAi4ONS AT: OUTSIDE OR INSIDE LOCK, 6A I I 'ATTACHED TO .CORNER CENTERAIATE W%{2) 1/4 p-20 x 1/2'LONG'FLAT HEAD 5.5. M;S..TWO LACKINGRQOS T9 1 AT 70P. B AXIQhi SHALL BE USED.LOCATION Qf LOCK SfitALL RE AS INDICATED ON TYPICAL SHUTTER EtEVA710N. MMUM SHUTTER SPAR SHALLpE,DETERMINEp AS F?ER SCHEDULES SHOWN ON SHE[?'12: a S €:•. Sia W S ONE ALTERNATE HV LACK G MAY-BE USEQ.,IN UEU OF W LOCK or 2 FOR ANY SPAN..WD' z x INSTALTAT10NS AT ANY ELEVATION.ALL RNATE LOCK% MAY BE USED AS AN NSIDE OR"OUTSIDE.LOCK.,ATTACHMENT ' } � OF 1/4'4-20x3/.4'S;S, THUMBSCREW TO @ OR'V CENTERMATES SHALL BE MADE W/ 1/4`0-24x3/4" ALUM. fi t� t -t+ }� -ZCtr" a o •,, RiVNUT AS SHOWN ON SECTION:INE, SHEET$. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN.OR TWO LOCKS AT 113 OF SHUTTER SPAN. 6. Id_+1±0ATORY CONDMON 0 F7 OR KEYSTONE MOUNDNG IdSFAL�filaNS: ONE HV LOCK�3 or I$or 4 SHALL BE 1 USED AT 1/2,OF SHUTTER.SPAN FOR,ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR'SPA14S UP t jA TO s6',AND FOR INSTALLATIO14S,AT ANY ELEVATION,HV LOCK e or 0 or'�",r(''MAY BE USED AS AN INSIDE OR ..... �. . :OUTSIDE LOCK, A't'1"ACHED TO aT+or SYMMETRICAL CENTT:RMATES W/(2) 1'f4"-2O'X J?`LONG FLAT'1#EA(7-S.S. M.S. LOCATION OF LOCK SHALL BE AS INOICATED ON TYPICAL•SHUTTER ELEVATION, USE'OF LOCKING RODS W/5§ SEE ENO t C4N€rEC"iC1N {i OR Cf�TOP AND BOTTOM 4S COMPLETELY-LIANDATiNt'f, DEE Al ON o r c N. I ) x t o :` F a R v W X 1 SHEETS 10& 1s TYP_FULL St 5,,. *NOTES 0 HY "T" LOCKS AND CENTERMiATES HEIGHT. I OF CORNER 1.SECOND ALTERNATE-TO MANDATO C }„ AnnICENT MATES Q AND { —._uwrarea xwm.�.-._� _._____..� _.-^•• OFCENTERMATENEE �Y D. O ET YAUi)aNLY FaR Ny Y LACK ONE ALTERNATE HV 'T LACK iiJO MAY BE INSTALLED IN LIEU,OF HV LOCKS G, OR 125 FOR ANY SPAN AND 4 STAIAATTON-AT ANY-ELEVATION,ALTERNAIE LOCK UO MAY BE USED AS AN INSIDE OR CUYSIDE LOCK ATTACHMENT lit t6 -tr k°n TO* OF LOCK.@ INCLUDES USING REINFORCING LOCKEW , AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 'CONNECTED TO.Cft1TERMATES 0 ANO, 9t Wf 1/4iI-24 x.4 1/2"LONG,S.S.THREADED SOLT W/7/8 x 3/32' ,...„ f'�. WINGNUT OR W/ 1J4`o-:ZDxI`S_S.M.S.:INTO A 1/4"mx s/s*R7YNUT. LDCK MAY BE INSTALLEDATMIDSPAN OR I2" ',,61.47, •Ict cn 7 +C16)ort MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 4 TOP AND BOTOM IS MANDATORY, Lay•?sJ-104.1U.-T.9-ADS 9• *13QTES ON HO LOCKS & ONJERMAIES, _ 1 ,No LIMN.N. �yl}�D C6:NTERh1I,TES�3� ORY32 WL�3TJ ONL At.TERNATE H4 IOGK CY MAY$E USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION HV LOCKS(2 OR DS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 4� MAY BE USED AS AN INSIIE OR OUTSIDE ROCK.ATTACHMENT OF HD LOCK 44 TO '`IS 1V/3#8 x 3/8'F.N.5s.M,S,AND"INCLUDES ATxT.S REINFORCEMENT 4NSERT+33,AS SHOWN ON SECTIONS HD$-I",AND,HDC-HVL.SHEET 10.LOCK MAY,139 INSTALLED AT MIOSPA.N,OR 12'MAXIMUlA BEI.Dt"1 OR ABOVE,M[45PAN.USE.CSF-LCCKING RODS�5},a'COIdPt:£TELY'OPTIQIM_ 1111 y>„ BRIM BUILDI-- on igh e-i;6 y uFricarse ons _--�-____ _.. _____ 11:1/!J/!1✓ tt41 w ........... 07017 11LTECtr.INC, 02017 EMIERN-METAL.SUPPLY,INC, BERTHA HVTM ) I��r /� Accordion Shutter System 1L E C-C� �roc. Ari a .M■ KV. BLADE#1 W/J0R:W/0 H,v.WNDOW RADE b /ff 7d1 Amerfedn Shutter Systems ¢y,w ktscamnoK oaTc oxnvN-ar: L.C. ! / TILLIT TESTING & ENGINEERING COMPANY - Association, Inc, 1 OLD 15-OSS. 7/27/1. HATE: 07/27/17 �7 �'ti' 5355 11rr.je;fi 5t St.'sos.KROru c."M ILCIRM tate ,266 Westroads Drive 2 (305)871-1530,r,::{305)a7L-153i , <_P,T Ltt<c>?em.cem West Palm Beach, FL 33407 3 DRAWING No L�s�^.....q'•G` TLtt E3-OCo67,4r 17'-.107 01IAL \% of WALTER A.TItLA :P.E. A terr FLORIDA IS-A 4ctb7 5 SHEET P.E. s i jSi arURE/DATs s, OF 20 _ | i | � POURc"U-- _ CONCRETE ANCHORS _ ,..ux.Ht's�7w+Cr+- �- ..�.... _.,._.��QR' ♦ -: --——r-�-,r..�—`f_ -r-- --�- .... —un.5t,uurmn ' �. f CONCRETE - {SEE"SCFtEClULE 0•N SHEET T 3) °-.� EXISTING ` t L.! TO CLM 50fr1a RECUIRED n (pNo ---k `>'t5tc 104.Ot"0. CLASS �S X777 .„ _..,... �D�Otg YF shSJ 19.FMTav I I 3 srtEi t q {- ,.. E 0>;-•.,.- APPUCA9L£ EXIST FunSQaTi �"'�""�.,` ". , ALTERNATE i F °i } r i i s CQSTz* F ANCHOR 0 0' / L�TkON t I t '—T k i GLASS..; i t - 410x3/4` WASHER HEAD T T c 13 OR 15 3/H�M N. iEk IR "Q 12`D.0 . EDGE OF O d/H ulv. COr1CR ANCHORS IF r i i . "t,,7.•'t (SEE S HEDULE ON SHEET I3) ED• t a E4 ! "t APPLICABLE ECCE Of !. _ SLAO IF EYISTR 0 EDGE OF—� ,." iti f _E 3 G41SS.�..-,- ri i SLAB rF i,. 1/2 +•^t EDGE or LOPE AFpIJCe:BLE t. r FPPLFCt§tE r'� APPLFCAsI.0 POURED uo , 0 "-�O.' JRED L,,, _�__� T READ,.CONCRETE.MtCSORS Cot ETE jj '.0.� CONGR£TE SEE SCHEOULE ON SHEET 14) i FRtaOEAo si POUR D--•� I_..�..:._...__.,_ ��...t:_. J REOUIR£D r CN s>En t4 r 1,;D > ;CONCRETE I t R UIRED �FtAT HEAD CONCRETE ANCHORS F,xesED,>`4y1 � i REQUIRED E.0.• E, 0." - (SEE SCHEDULE ON SHEET i4) 1l. INSTALLATION VALID 4LY FOR,UP T4 +70. -75:PSF A.S.D- HV FLOOR INSTHV WANK—OVER ST LLATION o PRESSURE RATING 4 FOR SPAMS PER ALLATION t 4G) HV CEILING INSTALLATION HEDurE ps: SHEET TT -.._ r w:u,xtr,x+ste» � CONCRETE NCHORS:. DCAss«m-I TO,Aus, M wA s +a 1 --L!t .�. i•t..,.,. (SEE SCHEDULE 0"t- 'D rryr BUIVX Ti}'CLKt w/w/ �t saua+tts^'^— I "qs¢C acrm:S r 1 I t SHEET 1 v) .MAN=1WRs1,3tCFi,t "✓ aN xwctr tl; f t "STING 4 t E.XISTu.G.� EXtSXlNG",^..{.�y cue .GLASS--�•••• _ - 1��. OR Sf40 R'fASAS 1/4 t CLASS x. ` GLASS --? wCDAc an snacr rt) :'r -°^--'�1 r / FASVENLAS ♦.4r1«H:i1e5>ti') MAX. Q r OC,FOR OF It 6=0'rart AN; _ 4 , tIIII _t/4" r{1 .1:1 ,8-C'Up r0 If 'MAXIf91r E t J"t t t t MAX. \:.d SC+ A7RrPa(;tr q C�57Etv�'R i i `"M A'0'tE I OWN 3 8 -Tf�" a 1'FM LUTAfOO v 0 r r. T.—J,1 t �E f i ✓t,'CT / .1,tA7(. � WASHER F D / YDS 41 4.3/4, HEX HEAfF._..t' . :I ''i ✓ f j�"a 29.1/+�5S US TElC SCREWS a 4 OIC. I � f..� Q�� I----- ,,,�"^.$74it3I'1 SA.S t t t t 1 4� ✓. CO12GF. ANCHORS r 6 7 1/ L - f Y.� , r t r✓Sx0 t/ie-2A NUF5 OR 1/4"a-20 S.S.M S (SEES 1EOUlE ON t.�E r ?.- /' 0 0 C. 1 A _ MIXk. t ,. p•• r.,'" O 12,DO, W/NOT a D"OC , t /L,.;.,„,. EXi lwa NON STRIXTU AL. 17 RX8 ; j r 200 ialM WALL TMU MKORAINT I ,. ._sus s F , f 1SILL)- `'^�... «ur. E0 1 7/E&'• i 7/E + -...., APPLtCARtk. CONCRETE ANCHOR$ ""SEE t1oTE1 ON CONCRETE '(SEE SCf#L:f 3N SEET 1 D 4..vaCREe� ON AZ�.1.T 3{C) GK 147OR CONCRETESto •FIEEX ..�.,. ...... RECvrR&O OR EVE BLOCK 1..� - a p RgoLIRED - RE CU (�) annarLAL ' CONCRETE 11— IN �� HV WALL FLOOR INSTALLATION t L L — 0 R P4RdsOsuRE:.c,,-72 Fu REOUIREO HV RAINGUARQ INSTALLATION t gjE,�QR�Q,17 r. rn qf.c ,TtOtTc: ° E.D. . EDGE DISTANCE REMOM49LE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT i "EE L�YAtTATiOtiS Or USE FDR /�� �/�( Q J�]''� 1- SEE$NEE": 3 FOR Tr'a1Ctu..SHUTTER ASSEMaLY (SEE SPECIFICATIONS QN S1+s£f 13) OR r�YT12AttC£ nf.ADE 71'y GN SHEET 19 INSTALLATION D E Tf'��LS YY..f J., HV—BLADE---- 2- V-I,i L ADE.---`—" -y-.MOUNTING -TO SECTIONS CAN'DE GO'tIUNED T LIT yT'L X i/�A'�� FLORIDA S 4UM1111 Yt2 CODE(Kon High yetocit Hurricane ZOt'i -IN AF1Y-1SAY�0"SJTt Ah7"INSTAI;CATiT}N� ... I �i1 ••,W iayY• A/r"•• 9201'7 TR.TECO,INC, 02017 EASTERN METAL SUPPLY,INC.: BERTHA HVTM ' o. = "— A.S.S.A. Accordion Shutter System I Cir V .tic. . KV. BLADE#t'W/'OR W/O KV.AIAWIW,IXADE American Shutter Systems TtLt IT TESTING & ENGINEERING COMPANY ." DESCRIPTION DATE DRAM AY, L.c: � Associatkon, Inc. 1 OLD 15-085 7/27/1 OAIC: 07{27/17 ORk[)Pkt SAS esss.tw.sail st ss e tlbm+rAan FLORsussl f AI rmp�a:(aOzjs>t tss9 Fa ss1 4268 WestroodS Drive 2 DRAWING No S' \c=1, s-mom: i xoCco.co West Potm Beach-. FL 33407 a 2 ZONAL ROA',tL Tj A 17-107 � '+''°+�'�rrii�rr�HlltT WALTER A.TILU11r.P:E.P.E. SEAL/SIGNATURE/DAT£ FLORIIA Lu.1 44167 5 SHED 6 7 OF 20 599_END A& All S 0 s RaTcs a cacc a zc saps s(�isv yaws Q ar aZi - -- 1 ^J^ AHD ALTEa7`#9r'£HV LDCK m on SREEr 5. OUT �a i� INExtSTNG C✓SS INSTALLATIONS W f 1 HV ** � "ESLACK DETAft an+T-IS VAUD FOR ALL BLADE WZ HV CENT.ERMATES CEffmwww APPL#:MM WITH 6tADE ( on®s 6 +�7 $ ae10 (22 OR (23 SECEND WAL �CONNECTION Q ,-0 —EXISTM GLASS REA6S ON SHES 2'x2"xi/6"x0'-2 I 8 j (flocs-re AiLar,nLu.+. / MMETRYC ANGLE 41/(2) 1/5 C Th>~CON 1 2� att AHc"ORS TO CONCRETE 1 CENTERM TES C,ENjERMA�TES M! . PwutaN I (raP/DorrOM,r� #tw♦•8.M,&6 la" t (SEE scae (a)3 ae.lta's a 5 to tvs g d.c.fUL Lc c rT: f V � 1 QG�.. 4 or 5 �V 0'9�r-�^� SEILL S�CHE 11 ' I A7 MH A14ME. rYP _ LO Cab ,l {/�J^��t' _ n T ���2,Wc,©;�*�w+$�w!1�) •aII" -/ 3 � -0. 0a'`:J HVB ou I w t Q 10•1L'! k1'l'u+ l'.:1• 4A. HVA ar oa as 8 10 1 ox HVL ..POURS OK RETE OR CR fiP �� - ALL. @ T.XISTiNG CLASS a ET£9?O.�K t4 E,X35i3hFG EOU ED r4:1, $at�.,. $m 8 +�.:J 1 ..SY_M.,.._.._... �., .. (F� 0 •F7/jaa 66 7'• 1jo MIN SEPARATION �. Glass 1Qj I°�E0s:IR CENTERMATES �6 IN .0 v�$ca.1v- $or4�8 .� TO GLASS Irzy CLASS W V OC * � ori�sTStEfrouLE \ ca Q^ * J (tNTERrtOR) L J li°1'J' ca 19 .@S y IAX S£PARATION t,/AJ Tom - Z - E'l ��. ! TO GLASS ' OPTIO'FAL ^' J (StC SCHEDULE 1 ) ' I ON'SHECr IQ ��.., (1NTrRtOR) =06T _ - -- NC, m I A 0: t - , I .k4• I ,., ce --C.. -{"J Ta u°. V UT SLACX I OLIT �23�' 4,w cEXTERF}R) HVE HVF**- — - - —HVD-- tIF„iArct ,,. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone'. t Q• • �% CU 2017 EASTERti 12ETAI.SUPPLY,INC.. t ., 02,017 TILTECO..tXC. BERTHA WTI, MILc/►A A� ■ ■A. Accordion Shutter System E G V m c. H.V. RADE#1 W/CO W/O KV.Yi RM MADE Qy��f7 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems N oEscroATmu DATE DRA42 Lc. fifi •'(��C a Association, Inc. , V-D 15-055 7/27/1. D,sM 07/27/17- �• sC},.•- "N tt f�kS3 ttiv..•.6au St Se IIS L.R.+�NtS 4 4t+."r.r.VgQA 33" �TIA1ri .4:—`- Phone:(,05)871-1530.6.:t:.es)871-rssl 4268 Westraads Drive 2. DRAWING No t� gip/{} SIX-v-- ®a;,- Vteeoftat m West Palm Beach, FL 33407 .3 .SZONA,4 V� X11 ES-0006719 17-107 �`rr�+r tfriyrl, WALTER.a.MUT Jr,PS. 4 + t70 aA tTs7 5 SHEET i'. . scnLfslcr nTURE/oaf E 8 OF 20 i -AL-1-ERNATE--INS-TALLATION---WIHV ?-*t!- LOCI a HV - -- - MALE/FEMALE " 8�& T" LOCKS CENTERMATES 1 LOCKERS t Wf 1 HV BLADE SCE END CONNEGnaN ams oN sum 10 & 1s INSTALLATION ) HV BLADE f7T.tSr.VG.O4% Ot1T IN BWEQSACK P NL Yr;N t,Tt� ;e; W/ HD CENTERMATES � AS;ELL AS:A FIWN¢"E(D ALTAR k*4D-NN3 0 aQ•�7 ni w tD•�a' tra'C/.7La 0V TN5 SHEET.N4Y 6t UStD WiTN TMS AtTENN4 .. l 10• M"AUATON ocu.r w: snoaT!tN rws sNta SEE.EHO MIL CONNECTtatt ��"�'�°'Q'Q`" DETAILS ON 'RHEETS 1D R 18 (cce-rt4 Ai.LaNf rcirv.. ' +ta0ti a T) TO C 14MIE u # AvaRs za so rr,6..rt: ; m.Ln; to'Ttawi} 4 (OPttuut S-..&ro Tu62' , Ita.3/4•Sus.a fY ik E1Ltf AF E{rN} I 04-FULL UN�Iq, 3 IN {t}H.V. ...-.- .(4)H.V. UN 5[CA4TCN 30 HV "Y' PINS(7YP,J PINS.(TYP.} I Taatts f 01 LOCK {INSIRE) $ —"n t `-•. < Saginxu I ti T ,'fid ._. s.-___.__ .._,_....__..,._,.—._ ...... ...... ... ..._..r�.„:__... ,. ---•w-..... �..�._......_ :�._., Y _ 5 �r y 2 OUT 31 oR 32 f 33 31 0R931 11 , 31 OR 32 sEE r1aTe 6 roe ww LocR + &Z"' -i/4" N-20 x 1 t/2" S.S.M.S. tJ 35� (0�g } • _ WJ 7/8"'m x 3/32" WINGNUT. (omo++a3 HVB OUT hQ9= y�. 'r'rens,Ox SNET,T s: /''��, r7tJ HV '"T' LOCK (OUTStOE)" SYI tETRtCALAQ C NURMATES SYh Afj GA. Hp CEO RMA S; W-kie—wom-MINIM t'5£2':5 9u4 N.VN�ION 2024-T3 ALIOYS EAR t rUIME TNNk a a 6 7 8 a 0• d' SNCET NOTSM,PART I 0020, A4{AW.-WTUPED Or AME OlUlAT /'-1 Q' �•tLJ�9�'t y w mvr,RN,PANSIrmr.NEA'imsE7 07054 OR¢OVAL. /' �•O'}(�}p• '}•O•�a+ ..,,_.,....,,._. _. ._.._. .�_ .._..,��.�a:1�•®'�t"'�8,�of _ -0 ` u5:t Hom, w t6a . y taw.r w 5\-© / r,.= WQ DUAY.00-NA Is qo rop K.auiwasA? umwMN EAaW HQD-HVt}** MATING._STACK . FLORIDA B{JlLDlI#G CODE(Non N;gt1 Yetocltp tlurr'kcone .Zone ��1 `x LIC i�u' . ✓9 c22.017 TlUtt0: NtNC. 02017 EASTERN NETAL suPkX,Ir.-C, B IT HA H Y T. ' A■ ■ ■A■ Accordion Shutter kADE r T L E �Nc. Hv IaOE.:#t wj OR wjo Huttinv> l 7 r ,, TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N OEsurprigN Dot oatuxi 6x: LC OKI-3= ••'. f w ASsociationl Inc. 1 OLD 15-OBS 7{27/17 VATEt 07/27/17 , opt IN '� iti 6355 H.rt.34A.ST.,Ste.365,KRG«u CJ.G'�195.FLLk4 J3t6 + --� Pnon-:(JOS}871-1530.fex:(JOS)97/-t63t 4258 6Vesttroads Drive 2 ORA1'1tNG. No S'/ ty�' 111" <-mmN;Kdt<ccgaa.cgm West Palm Beath. FL 33407 3 4NAL 1}1 ts-0006719 17'-107 �sAl++N1 WALTER A TiLW'Jr,FX. 4 RE: SFAL/SIGNATURE/DATE etcauu t�4 ta167 5 SHEET 6, 9 0€ 20 ...._,_ .. __ _ ... ....,"".."""' f CREEI POURED COh � U- CON C : CRETECURED CONCRETE OR OR•:C0yCR E.d _-CONCRETE BLOCK WALL REQUIRED WALL REQUIRED F?VE`BLOCK WALL 81OK WALL REWIRED REQUIRED BLOCK ' EXISTING W6$ —EiISTWG GLASS { / CONCRETE ANCHOR f---EXISTING GLASS •""� ! '^, �2"LAIN. -. EXISTING 2"tAEtt., TO L'"+.f5(SEEt.A,.SrPARINITO t �. i(1 h5N SEPAfcATI{! - mil:CCl9HEE7 M CUB$(5`E + tt t EQr i4'-:EQ m QA,S(SEC 1I s R pm,(DAM r i I I' ro OLASS(SOE I r S4_7A:EE FAV sti:•Ei' i/46:x3"MAY ON SHEET;9-OR �CN.1SHET i � sI r SS7ii71U,.E ON SNr�T- #I i 'ezrr�tt7arro (60637 vT, O Q4 is .11 FOR>S�E Q)A.V ON SHeET 19 FOR M.CLOSER 1/2' tQY S?€ET ifl.FiT2 (LO{:ATE.AT .r�c1 *. P.4hCE5(i;1ft ai P. E. (LOCATE 1/2• 1 6C 0k T j E.CfSfS C}kQ EIT R St AT fITHfR SIDE MIY.L-� t a ( t 1/2'IAP1, OF®) •bUSE I"OR 2'61AX. I # . r _ (AS APPUCA8LE)x2'x1/B•.O (ItOxt/2', 16"O.C., ! -_.. _ _•^— ALUMINUM CLIP ANGLE £E 16'Q.C. � �� (60$3 i6 ALLOY)AT AI16HEtGT1T ." I / (1) (TTOxt/2 S;MS TO(D& \, .�..,...=:.1 4 (2)1/4_0 TAPCONS ANCHORS TO � /J\� i SEC dETAi1 X F WALL AT I•D.C. (LOCATE AT jJJ SIDE CONNECTI N OR ' ' EITHER S'DE OF p) 1 j( .OR & 1 i -OR 1� •SEE DETAIL X FOR✓ Q OR (j�• To TRAC.s /�' � ' SIDE CONNECTION .e i {t?�,><Q}l V.l'Jad,#.0*Q ~w SEE DETAIL CONNECTION t� w a 6 y w8 III •Q�S a" To TRACKS t a a,t6••�,•.,s7^�,9_+,�8•� IO '�°'0, Q•�.n Sipf O TRACKS I .@.@.0.& `" 70�'® �C:J'v.�l"'t,.l`� 1-0.0 �°" + �°` 6.Q.6a60'.Q.&07 .0-Q`Q' Q•o @,-Q•Q'6- +� �a o � ' -0a ®uQ� ®TAIL a4�+ END CONNECTION DETAIL 3 END CONNECTION DEJ,�IL 4 END COjdNECTION DETAIL Q END CONNECTION DETAIL Q O CO A REQUIRED ONLY FOR SPANs'GREATER,THAN 12'-0" - 'ONCRETF.OR 1 EXISTING CONCRETE BLOCK WALL ""- ,--EXISittzG GLASS REQUIRED GLA55 L`I`',J "'^` •� ... ._..... :.(1..,.__ ) ..........._.._. ...... 1 - M SEPARATCet r TO OUASS SEE WATO: fi F {dA'�9 CONCRETE MIN, _ TO'CCF..E CN E j __. _ ON SHEET I, ANCHOR d1 --� #I FAR GAA<x OAND t .. - .� � t.l h;S(D k Qat 12- T8i�51iEET.19 FOR --- - oR 1 3 aR t OR'I CONCRETE-\ .. ' aNGtioR '� .{ -EQ j OC r� - '"-1%Z' MIN. _ r r�4 { 4 _._... FO OR�(DOR ?"1tM. a MIN, ' ! SEE G!!AT20tiS dP USE FOR VIEW / S �.s BfJtil£ tl ON SHEET't9OR+ OROR0,4 O OR O PLAN ;��� �! Q OR QN, _ �"®'�a(E)_( PGURED CONCRETE DR «Q® ap'®' —•. a ,y� END INSTALLATION CONCRETE BLOCK WALL `� ���'®'0`l'7°1 CONCRET �'�`"�''�` �" ` Q Q•0-x0•�-�(Ty1)HV BLADE. OR A} HV WiNDOW BLADE INTO CONCRETE OR CONCRETE BLOCK. WALL. _ END CC} NECTiON DETAiL.Q B. a 4• a t '� NNECT ON 0 I 6 a FLORIDA BUILDING CODE Non high VetociRy Hurricane Zane: 4;, C*... 111 �� .•'• •" "" G2079 T4iE E.`2.017EASTERN-lAETAL SUPPLY;INC,. •� sic~ra, y — PERT_HA HVTM _:iL E q 0 fF1C. A.S.SmA. accordion Shutter System xu MADE�1 W/OR wja�v WN OW SADE ';�♦�F ;' 4 TILLIT TESTING k. ENGINEERING COMPANY American SITUt{8r $ySI0m5 m N otscamaou ouC o-wAwrr 6Y: L.C. t 3 _ Lte t s}s#tow.z6 A s,s MACf:A C#OENS.mgmA nmt A$$ocieEtOn♦ Inc. i OLD 7v-485 ltzl/1, wTe: .Q9/za/17 e� Fnc (aDs)e�t-tsw:'F�::.(�os)ei,-t:at 4268 Westro ds Drive z 1 DFtANt41VG No i + \ 0 a-mal entcaC¢a tem West Palm Beach, FL 33407 s ,TONAL t r�1i to- 6rj 17-107 Ir WA:TfR A.71L1,PT h.P,E 4 , 'rte.+refif0 FLOMA Lea IT 44167 g.. SHEET P.E. SFAL SIGNATURE/DATE 6 10,OF 20 ---- MAXSMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" .MAXIMUM SHUTTER SPAN*"L+" —" it.). FOR INSTALLATIONS W OR "L-" (ft. FOR NSTALA�1 FND • NQTE5 ( �ia/ ) R "L-" (ft.) INSTALLATIONS CENTERMATES. ' & (D or Wl or 0 iNSTALSATIONS SV/ Q W SYMMETRICA A CONCRETE & WOOD (1) Lt: MAXIMUM AILOWAet.E-SPAN FORA GIVEN W/ ONE H.V. LOCK @' or,10 or or &)W/ ONE HV LOCKS MANSORY POSITIVE A.S.O, DESIGN PRESSURE RATING:HD LOCK { SY/ NO LOCKItaO RODS oT ONE `rIV LAK or or ORW N(3 LOCKING L L-1 MAX.,ALLOWABLE SPAN FL1R.A'GVEhl NEGATIVE / WALL A„ B. C. p, E. M, N. O. P; O. &&0, DESICN PRESSURE RATING. CENTERMA 2&( 29 V!/ ONE vlj NO LOCKftJG RODS aS MOUNTING F, K'& L R, S. & V. IC"T" LOCK .50 WlWiO LOONG ( EE NOTES -t.-ft) ',VAUD FOR MOLINTINC:0t (2).PROCEDURE TO DETERMINE:lb}X1MUM'SPAN,FOR Rap$ 35 TOP & BOTTOM t9SEE SHEET. ?) FLOOR/CEILING C, H. 1. S1, 1 T, U. Yl& X SPALL MOUNTWOS(TOP/807TOM) DR,FLOUR/CEIL3NGt N#�1��}}I�� + CQNOREiL A Y•pOp MOUNTING CON&RE1;4A INSTALLATIONS 0 CDNCRE C & to rr.x:wN MIMI" na•T t Ano •'�"IN GIVEN A POSITIVE ASD.DESIGN PRESSURE RATING, L..0.0LVwI Aso.bGs::'+ .ISA 6f".aGN tt.STaLLAT,ONS €fVMRE WALL.late tMNG Ft OoR/GEl i.•G FRMWM rix uocrm::G PRESSuac OET£RMINE MAXIMUM SPAN 'L+"FROM.SCHEDULE. PAT-a IG040 y RAn4+. FLtX1i7/CEILING NQJt+i1kG GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, MOU11TiNC Eka09/CDL•NO M'OUNSi'NG OR {P.41,) {.¢x-) ...._ {• -1 _.-.._ {"¢q-} F160R 11AU.ILL 1PNC__ DETERMINE MAXIMUM SPAN 1- FROM SCHEDULE,. L t (It) L L-(Itj L 4 (1) L-(M L_I (!t) t-(tl) I* (R) L (ft) V MAXIMUM SHUTTER SPAN "L+�OR "L-'FOR ' INSTALLATIONS INTO WOOD SHALL BE LIMBED TO FINAL MAXIMUM ALLOWABLE SPAN I$EQUAL TO THE 30 OR t i6'^0' 1 0" 1b 0" 6-p` 30 16-0" 16-p` 3p IG 0- tG {S" 165 PsL 4.S.D.DESIGN PRESSURE RATING. MMIUM DETERMINED SPAN BETWEEN "L+"AND-L-". _35 to--t0"_ 14 -#0' 1S 2" #fl-0" 35 ta..to` i<-10" 35 • 1>..2= S5-ttl" _ 40 13'-.tp_. S3-i0'- 14-2" -S5'-2' a0 13'-T0' 13--10` 40� to 2" S -2� (3) PROCEDURE.TO DETERMINE MAXIMUM SPA14 FOR 14'-3- 45^ 13-t" 13'-1" 45 T3-4` 14'-3' t HV CORNER CENTE?MATE ff3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNT#NGS 50 ,2'-5" t2'-S~ 12`-$" 13'-7- 50 t2"-5• 1Y-5' 50 12 J 1J'-1' MOUNTING'IHSTALL4TIOt:S. LOCKING SPECIFICATIONS VU FLGOR/CEILANG MOUNTINGS;_...---1-Ilio' it=-t0"'S2`�'t^ T'2'- �"-SS--Tr- -tt• " 55 -11•_1. 11'_t i" SHALL BE AS INDICATED ON MANDATORY CONOITtON#2 ..FOR A GIVEN POSITIVE kS.O. OESIGN PRESSURE - ---------_ NOTE#5,SHEET 5 r 60 1#'-4 12'- ' 60 1 V-4' 1 60 RA INd: DETERMfNE« ,tf'--1iS"--41 " 1•Y--=1-1-' """ ""-6a- 50 1fl` 10 1p" bS 9'-5" tom T`- Lt+.'MAX. SPAN FOR WALL.MOUNTING:INSTALLATIONS, 70 10 G'_ 90 G" -tp-9" T1'-5" 7t7 #p G" 1C9 6" 70 8'-9" 9 4` ...�,.._ _ L Z+ AIV{.SPAN FOR FLOOR/CEILING tt!OUN71NG '75 TO-T" SU-t° tp 4• 111-1" 75 lo'-*' t0,. .1 75 8'-g~ t'•t'EXCEPT THAT MA WIM SHUTTER INSTALLATIONS, - 80 9-10" i It10- s0-0• lo.-9' - 80 5•_-t0" 9-fd 'SPAN"L+"OR 1-" V4D MAXIIaM AS.D,OESING FAR A GIVEN NEGATIVE AS.O:•OES#GSN`fiRESSURE 85 9'-G - 9'-G" 9-9" 10'-5 $S 9=6" 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING; OR CONCRETE&LACK SHALL BE UM,E0 AS FOLLOWS: 90 9'-3 9'-J" 90 9,-3, DETERMINE* I- CONNECTIONS TO KEYSTONE MOUNTING Li- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 0 9_-0. 8`-9' -9•-2"_ _9'-10' _ 95 9'-_a 8`-9' LIMITED TO +64.-72 ¢.s.f. AND 8'--0' SPAN. SEE L2-- MAX. SPAN FOR FLOOR/c€iLiNG MOUN'uNG _ 10a _--$_9" - $'-k' -A'-O" 9'-7` __—t O08'-9' &'-d".-. MOUNTING M ON SHEET 7. 8-9' 9'-x- 105 ItdSTALLATlONS, . 105 a-7" ..__ , _ _ _._....._ i.1Q.._. &._.' 1 7.-7" 8 7y ._ T_,, .... TIC, .. 8-4" ?�-7" FINAL MAXIMUM &.LLoVABLE SPAg Is.EQUAL TO 74E -_ SEPARATION TO GLASS SCHEDULE MINIMUM ©EI TEEN , , , .';-L,4"AND zJ_ B r t 1 15 7 3" &-2 120 8'-0 G'-st" W-2' 8'-'9".... 12(# 8-0" &'-11" (1) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 725 7 tR' 6-6 _-8 0• 11-5. 125_ t 10' 6-8• ALLOWABLE SPAN AND NEGATIVE AS.D;D£SIC.`S. 130 7 8 G 5 7 1a" 8 , 130 7' &• 6-S" MINIMUM PRESSURE RATING TO DETERMINE MA}(1tSNd raNCHOR _ _.__ ......_ — WIND ZONE SPACING. 135 7'-?" 6'-2" 7'-9" 7'-9" 1135 7'-•7' V-2, SEPARATION 140 7 S' W-11' 7'-7" 7-_s' 140 1.-,. W-11' ASTM E-1996 -..__.._,_ _V_-___ _.. '-'" TO GLASS 145 7'-3" 5'-9' 7'-;i_T••.I'�-3'— t4S 7'._J' 9'_g" .___..... ......_...-..® _... ._...__._.. 15a 7•-2" E+-7" 7'-'4• �T-O" )50 7'-2" S'-7" _....11313 -5 t THRU 3 3-2« 7'-'. 6'--7" 160 G'-ti• 5"-2" __. 165 G',..--10' S'-1• _G7-1p1" G-4" --....S167_50 6 s`-'-S6O`• 5a'-'---198t1" W 9` 175 W-7' 6'-9 175 61-7- 6-7 ( "] a u, BLADE 4'-8' -8' -t0 160 190 190 G'-5" 5' .200 4._2, FLORIDA BUILDING CODE(Non Nigh Velocity H6rricone Zone 205 �.� ••.....••••.� •"' 02017 TtLit:.A,INC. ©2f117'EASIERN METAL SUPPLY,INC., N ~.'V, , � BERTHA INTI I �,0 t.c. A.a7■ ■A■ Accordion Shutter System N Y..BlApE1 w/CR W/o Ff V"l it�Wtl BLADE TILUT TESTING& ENGINEERING COMPANY American Shaffer Systems �,,N ¢Escalrr+o:+ oaTG aaa4T+T+:.uctcv. LC. �AS� ¢355 It..,mtti,st.,st.,ao3,Vlmmk otgDa ,tie�su 3316p:S80C(OttOR, Inc. t OLD 15-085 7/27/1 oFfi: 07/27/17 �-1t ft-:(305)871-1530.Fe.:(305)871-1871 4268 Westroods Drive 2 pRAW1NO No ti"+`'••........:'�y 1+ a-moa:t7tcz0pc.LC... West Potm Beach. FL 33407 3 .+""`• DNAI`c FG-acasTta 1VM.TER t'11LLIT;..P.E. 4 '17-1017 f'.E. SEA/S((,i�"A' RE/DAT noR1u u.y 4x:s7 6 SHEEN C• 11 OF 20 ... SCHEDULE FOR A Q UTEER SPAN.PAWA91 ('fn )RRESEONDING-MOUNTING11*0 Mu fFOR GONCRETE OR CONCRETE ANCHORS SPACINGI LEGEND POURED CONCRETE (see m4*4C o Asza;20aN 54M 6) POURED CONCRETE GON=E BLOCK TAPCON,OR OVNTING (p ))MAU. HEADER/SILL TAIRCON WITH ADVANCED TH-MG @.WAIL,HEADER MOUNTING )WALL S&LfflUNTING (p)Y(ALL�StILL It UNTING (I &(F� THRMFORM TECHNOLM, SPAN wl- W/ I MOUNTING (h) &W DESIGN NM%t ASO,vkmm Kt^E Wr XSol pli-ISSIM Alilt,XSM MIAIK ffESSIM FATNO ALL POINTS SOLID-SET IS - 100 5 25 1.7120 160 205 --oo-fi-23516 65 30 60 75 00 405 05 BLUE TAP L M 7- VIN109 1-1-Zl Ill 11 0-120 20 1517 01 OOT775 I Ifl&0 . 111' WD: M 4 1 14 12 f 10 9 0 4 _12 a I 14 12 2- 14 10 4 a 7-0 __p 4_ 6 & a Is 1 4 8 a V 14, 8 8 6 6 14 12 10 'a S_H A_I_L 14 j - -1 1 10 0 -r 7j- 14 12 2 a A T4 a 14 12 IO+lH!8 6 jLt- - 9 a a 6 a a a a TikPPER+ OR LESS IT 'a I _6 -6 5 14 a TT-0 a 14 12.110 1 0 1 6 1 8 45 1 3 14 12 10 9 8 a 6 a a a a a a e CIS 11 -i 6 1 9 It '�! - _6 IF 7a-_FH. I S_�V 74 8 87 14 72 to 9 1 10 9 6 r 6 T4 12 Ito 1 9 1 a I a 6 - 14 12 10 '9 6 6 0 a 8 8 8 6 0 7 4 14 12 10 _!_ a [a 6 _6_14 _12 10 '1 8 6 1 6 14 12 110 1 9 It 1 7 - - 14 12 10 _!_ e 7 515 - a A.-R- L 4 1!�O as 66+4 14 12 10 9 6 6 2:�,12 10 0 6 6 14 12 �O-_R B a 5.5 14 12 10 9 8 a 6 8 -J.-__ _]2_ - - - 14 - _L It _U a -A- 8 it 4'-C12 10 9 -4�,, _ 12 10 8 6 6 JA 12 10 1 8 6 - 12 10 9 8 8 6 V 8 8 8 8 6 64 5 _14 .12 10 0 .,L 8 0 4 14 9 T�, -rITT T-7- -r-r- 12 10 9 88 14 12 10 9 8 6 S 8 8 6 A 2 to 1 9 r S I. ii to a a a a 2 a 0 14 4_ a 0 14 12 It) 9 75, - 14 12 10 9 7�5 5,5 8 lt� 8 8 74 5,5 4 3 14 in 1 14 1;? 10 9 8 315 14 12 10 9 8 8 0 SEE ANCHOR -L lz to -r a a a a -8 14 -S 4., 1T­­11111f-two- 9 6 a is 1- 12 w 6 $A 12, 10 9 0 la _U_r_r-S T4M21&'_F_ T4_ 12 -- SPECIFICOONS 5,-0, T4 T4 TF to 0-:7 3T_32 WO 10 2 a 7 a+a- ,_ -164- W-_ - t -_ _ ----T-r -ir a -3- -1-4 yd, 9 V7-*-- -4+0- a a B ON SHEET 13 T4 12 e 4 TW4 to g a d It 375 t4 ii a V . 1 6 14 12 10 ll� 8 4�6 - 14 17� 10 9 8 '8 6 6 14 12'9.5 7-5 4 14 J-2 4"-� 35-- -7- _!4 12� 14 1 Is _1_2 a a �p 7.5 6,5 4's 3�5 -_V - 12� 91 64 1 10 4.. T4 To 9 0 14 12 10 9 8 4 14 10 S 8 4 11 tt� 8 8 8 9 A .5 ',5 _Kx- 14 1? �7-Fqf: 6 'iF -fl-s - -8 -5 T4 F: 4 6,-c 14 12 to 9 a 12 Tilt- 9 8 a - A4 12 10 8 It $�5 1, 14 tZ 10 9 4�5 1 -T__T_ a z_1 14 -11-110 2 -87- 4 14 12 IF -3. _8 8 6 54 14 12 1 14 12 10 9 8 0 -6 .8 8 8 5 6 4.5 -1 14 li 0 14 12 10 9 8 8 6 - 14 12 0 9 5 - -A-��. - - - 5,5 it-_!_2 4 12 A*- s $15 a 14 to a a a '6 to 1- W_-i-_fr - T4__1_2 to 9 a -z- 14 11TU 8 7 a 0, 8 73 6 4 LR�To- a O'El 3 17 2 6.5 '3 -376 A 7 4 - t4 12 10 5.6 7'-C �4 a It 4 14 1 4 - I �R�A_ a 14 12, 8 14 f-7 a a 4 12 -to,- I E - - -_r- W-97 -z- TT a 6 7 4 "4 -14-WW i 'r-O 74t 12, CO 9 0 It 6 14 2 0 't Ii, to 8,5 7 - 14 12 10 A ?�S 0 _Q - 7- 1121 IV` 14 Il 16 R.- "TI 7 1 V:s is - 6 7 RE IS 315 - -10 7 4 - +SEE LIMITATIONS OF USE FOR 8 10 9 'a a I-j 14 6 3 0 8 8 2 8 7,6 7 4 '5 T_410 to t 6,5 4 3 12 14 12 &b EILADE(90N SHEET 19 MJ_ -z- 12 T6 9 8 4 8 14 12 9,5 _14- 4 1 'a A 8 u 1a to l a 14 !4 2 1� 7' 12 Ov!5, 7.5 4.4 1 Ht 2 to 9 s T4 I 1 4 a a 4 17 9 7.5 11 12 10 9 4 3 i'll 11 112F .4 1 4 1 4 It 8 S I. 4�' " ,- a " 14 V It It 1114 S 5 o 14 1 It ,4 0 �I It It _C 4 7 It I. It It It It 4 It It -4 2 0+&, 13 9,5 4 13 0�5 6.5 5 - - - - a 7.5 - is 12 To--i- a 14 OF IQ 5 14 Q, 10 9 54tt - - - 8 1 a I a I a a 615 6 3 2 + 14 0 6. A 14 12 10 14 12 11.5 12 1 2 4,5 - 14 12 10 9 1.5- EK E-5 4,5 - 14 11,5 73 6 a 7.5 a _5 _4 - - 14 1, 10 6 4 14 12 to 9 7 - - - 14 12 10 9 B 14 12 S 14 17 -8 C5 a I a 0 6.5 &5 4 -A L4 9 5z - - - 14 Ilz to.-2--L 1�68,5 'S'Z i- - - t4 12 4 _.L 1�5 4-5 J-5 4 -2 lb 14 1 12 14 1 10 a .0 8 a -0 73 43 7 j!_.19- A 14 0 7 if 14 12 -4 6 3 - - - 14 12 10 4-1015 L .L __ - 14 11 14 It 7,5 8 I 'T_-9- -IT 12--10 9 It a 14 12 9 4�5 14. If - - - - 14 12 0 - - - f0.5 a -,L 5 a a 5 4 AS - jP47�_ 14 12 !- - - - - - 14 iz 10 a a 8 a 7 3.5 t4 14 12 10 I---i-- ­ =_�_ - - -f -6 a -6--0 5 4 3 T4__r2_FT`,= 14 12 10 -7 14 1 2 0 12.5 I., 14 -ii 70- 1 1- il�112 - - - -1 14 10 7 74 2 WE - I. i 0 IE-4 E_ - Ils 10 14 12 15.5 14 12 10 12 - - - 9-5 -7- - 9.0 7 iS - - - - -0 7 4,5 14 12 4 4 2 10 12 z_14 12 10 �_12 -8 8- 8 6 1, 14 12 3 _.L 5.5 IA 12 8 9_5 11 4 11:4 4 14 12 10 L 14 tis 9,5'4.5 - - Z - 5 4 - - - T -1i 14 12 S- - - - - - 14 17 15.5 1) HV BLADE OR nl HV BLADE 2_ 4 _12 _-1 14 18 -j7T W '=7 It -i2- - - - - - - 14 14 12 '37 8 8 �S =4 15 W/ HV WINDOW BLADE 1-W Z-' s 'S _5 4 tv-1- 7 2 12 I 1.5 $.5 -8 5Z 4.5 ,4 fl 2 - - - - 7:7-f- t2 a WORKING IN UNISON 14 12 - - - - - A f2 - 8 3 - - - 3- - I- a -i-4 14 12 - - - 14 1 9 -_ -_ - ---1- 14 12 a. a 4 - 4,4j- to 4 - - - - la 7�5 A 75 5 4 3 - - - 14 T4-- I - - 1 12 F5 12 -:7 14 - 14 12 ­I=T a 8 @ 5 4 t4 - - - 4 - - - - - - - - 7.5 7- - - - - - - - 7.6 S5 X5 T It a 7 7 J3 .7 14 15-0-_I44. T -8 -a 5-5-6 -3 -17 14 - - - Ll 9'&S-4- 33 T D" fm_ 7Z- 4z FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone'. TT` L t4 .. 11Q 02.017 TiLTECO,WC, Q200 EASTERN METAL SUPPLY.IND. .. ..... BERTHA TM Accordion Shutter System I L E C 0 mc. \ A.SwS.A. Kv. RKE#1 W/OR w/b H.Y. www afix ShutterAmerican Systems. DAIr My.1t7f; Lc. TILLIT TESTING A ENGINEERING COMPANY Assoclatlon, Inc. t OLD 15-085712711 -GATE: 07/27/17 Fho�e 7(305)571-1530;F­:(3W871-MI 4268 Westroods Drive DFAMING No e­.a tlti,.aow.� West Polm beach, FL 33407 ........ 17-107 R A.I ILLTr TLOMIX, SHEET E -MOIS719 'oAfAL P.E. ibvgwk�ilotTE 1,2 OF 20 MAXIMUM ANOOR* SPACING M4 Srti OULE EQ8 A GIVEN MAX, SHATTER SPAN, SPECIFICATIONS QN.ANCHOR REQUIREMENT&POURECY_CONCRETE.OR CONCRETE BLOCK SUBSTRATES -_-- _--ASD DESIGN NEGAM FRESS(IRF RATING AND A CO$ INSTALtATIOAI - - (SEE MOUF4TINOS E a,&H ON SHECTS 6&..7) 1,Af:CNORS.TO SUBSTRATE SHALL BE h5 FOLLOWS: POURED CONN'RWCON«TC BLOCK POURED COHowTE (A) TO EXISTING POURED CONCRETE; (Min,('6 -3"1) #wAw E VALL SILL MOUNTING n CEILING M UNIINC ..H�, .FLOOR' MOUNTING - 1 fi 6,TAPCON O.R-FAPCON WITH.ADVANCED THREADFORM TECHNOLOGY-ANCHORS;AS'MANUFACTURED BY LT.W,SUILOM,(Min.Y.a 3 lci)� SIR -. ANCHORS-SPACING..tFGEND - t/4'p(x 3/4"ALL POINTS SQUD'-SET ANCHORS,AS DISTRIBUTED BY ALL POIN$SCREW, BOLT'&SPECIALTY,COMPANY (Mih.£'c:o. 3'k§I) 00 A pESwi IECA17,€"0WA�RR9W'Vd 4SA,.DESG4 NTG41i4E PFiS3aK RwFT S9.V-'K N WPAT6:F PAW .t .---.,- - 1 j4'0 BLUE TAP ConcRETE ANCHORS.-W/CAP'AS,MANUFACTURED BY..FWMDA,FASTENERS DIRECT,INC.(Min,rc.. 2 ks'i) 30 40•F60 75 DO i20 760 2O5 30 4O 6D 716 90 120 160 205 30 40 ¢0 75 90 120 14U 2A5 TAPCON OR _ 1/4"0 TAP PER+ANCHORS A.S,VA�NUFACTURED BY POWERS FASTENERS,INC,,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY TAPCON VA14 ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WFTH THE AMERICAN SHUTTER SYSTEMS ASSOM'''DON,INC; 14 12' 10 '9 14; 6 5 14 12 ,t0 fl $ 8 6' '6 14 12 10 1..9Ea7 4 6 THREADFORM TECHNOLOGY 3'-0' 14 i2 f0 9 6 B 14 i2 - :9 a a b 8 1L 12 1p 4 8 6: ' 3'ks) J ALL POITNTS SOLID-SETOR LE 14 12 10 9 6 6 14 12 10 9 6 $' s 5 i4 12 to 9 6 5 BLUETAP W/.CAP NOTES; t4 t2 t0 9 6 7 f4 12 t0 9 8 8. G 6 14 12 1C 9 G b A1)MINIMUM EMBEDMENT(NTD POURED CONCRETE OF TAPCON CR,TAPCCN WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER; 1♦ 12 tp 4 0 7 5.5 3.5 14 72 I0. 9 0 8 -0' 6 14 12 10 �9 6 5 TAPPER+ _.. L...__... - .- ANCHORS IS 1 3/4-,AND FOR BLUE TAP W/CAR ANCHORS IS i 1/2'. 4'-D- #4' 12 #0 a 8 $ 8 6 14 12 1a 9 a 8 6 4 14 12 10 9 6 5.5 ii-t2 to.5 a 8 4 4 14 12 10 s a 8 6 4,5. 14 12 10 94 3.5 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET,ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMSEDMENT !� t2 l0 9 B $ 4 a:5 f4 12 10 9 8 e 6 Ks F4 t2 !4 4 6 4.5 INTO STUCCO SHALL BE PERMITTED..1/4.0-20 S.S.MACHINE SCREW USED SHALL..BE 11/2-LONG MINIMUM SHOULD STUCCO 14 12 10 9 7.16 5.5 315 - 14 12 tO 9 6 a 6 5 14 12 ttl i95.5 4 a BLT Uv.'tATn.•6 CF DSC rOR EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 a' B- 6 6 1412 10 9 6 8. 6 5,16 14 12 10 '9 8 I 6 6 43 5-0' 14 t2 10 9 s 7 4 - 14 12 tO 9 8 6.16 5 3,5 14 t2 t0 6 6.5 5 "15 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 t2 10 9 a 7,5 4.5 - 14 t2 10 9 8 8 6 4.5 14 12 10 1 9 a 0 415 3.75 ANCHORS SHALL BE LONG'.ENOUGH TO REACH THE MAIN,SIRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE,SHALL.BE AS 14DICATED ON !4 12. 95 7.5a5 4�5 - 14 12, 10- 9 8 7,5 5,5 4 #4 12 !p. 9 a 6 45 3,5 NOTES At)&.A2)ABOVE.FOR INSTALLATIONS 04 VINYL.SJO1NG 00 En'WITH OR-WITHOUT METAL STUDS CONSULT THIS ENGINEER,FOR 14 12 10 a 8 8 6 - 14 !Z 10 9 B 8 G 5 14 12 10 9 8 6.5 5 J3.5 INSTALLATION INTO OFS WITH METAL STUDS SEE SHEET 20, 14 72 10 9'7.5 S.S 3 14 12 t0 6.5 7-5.16 4 3 74 12 Ir 6.5' SS 4 3 - 14 22 10 9 a- fi - - 14 12 10 9 a' at 5 3,75 14 12 10 a5 8 5 4 (8) TO EXISBNG CONCRETE Blt"1CK::CASTED C-90), 14 12 B d.5 Ss 3 - - -t4 t2 10 9 6_G.5 4,5,3.5 to 12 #U 8 7 5 J,5 ;3 - 1/4.0 TAPCON OR IAPCON WITH ADVANCED THREADFORM'TECHNOLOGY ANCHORS,AS MAtUFACTUREO'BY I.T.W.BUIL00L -- - i/4'0 x 3/4'AIL POINTS SCUD-SET ANCHORS.AS DISTRI6UTEO'DY ALL POINTS SCREW.BOLT.&SPECIALTY COMPANY. 74 12 t0 9 8 d - - 14 12 10 9 a 7... ! 4 14 12 10 9 '75 $5 4 3 ry'-0• •.---.... - -•-• -•--..---. -, --- �,--" - 1/4"t*BLUE'TAP COHCREIE ANCHORS W CAP AS MANUFACTURED BY,FLORIDA FASTENERS OIRECT,ZINC 14 12 10 a 6.5 4 - - 14- 12 9 7.5 6 i 5 J.5 - 14 l p.5 / 16:5 416 3.5 j A `.._." - t4 -12' ,9 7 75 4:5 =. - - 1/4'0 TAPPER+ANCHORS,AS MANUFACTURED BY POWERS-FASTENERS.RIC.,ANO DISTRIBUTED BY ALL POINTS, BOLT Iz SPECIALTY 't4 t2 !p &3 7 a - = 1a 12 10 S�7,5 55 i COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED'VENDOR ROISTERED"WITH THE AMERICAN SHUTTER SYSTEMS ASSSOCEATI1Ni,INC. 14 11 7 5,5 4.5 - '- 14 12 t0 F' 7.16 5.5 4 ?4 72 7 6 4.5 J - $'-0" !♦ #2 !U 9 8 G"a'..-' - 14 i2 14. S 9 4 4 14 4 Ta 65 3. 35 .. NOTES-. 14 12 6.5 7 5,8 3 __ - t4 12. 8 6.16 95 4 J_!19.5 9 -5 S S _ &1)MINIMUM EMBEDMENT INTO CONCRETE.BLOCK OF TAPCON.BLUE TAP W/CAF ANCHORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON 14 t2 P.5 7.5 6 - 14 Ti,95 8 d.5 5 - t4 12- 8 6 85 L - WITH ADVANCED TFIREADFORM TECHNOLOGY ANCHORS i5 i`. id 9.5rl.rl 15 35...- - - 14 12 10 _a 6.5 5 - 74 !2' 8 6.5 5' L_ - - B,_0. 14 t2 '9 6 - - .- 14 12 10 4 7,5 i,6 - - 14 12 95--7-5.5 i - - 8.2)FAMMUM EMBEDMENT OF T/4'0 x 3/4'ALL,POINTS SOUD^SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 71.56 N - lA 11 7 16.5 5 SNS - - it '8 5.5;4.5 35 - - EMBEDMENT INTO STUCCO^SHALL BE PERMITTED. 1/4`0-20 S-5.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 1265 445 - - N 12 8.5 7 5,5 4 - N 16.5 7 5.5 6 4.5 - - EXIST.94D 1'MINIMUM FOR WALLS WITH NO STUCCO. 1.5 e-5 S,S 4 - - - - 14 12 9. 7 6 4.5. - - t d t 7 1_ 4.5 - 14 12 10 9 7.5 - - to 12 10 a d.5 S - 14 t 8 5 4 - 8,3) IN CASE THAT PRECAST STGUZ, PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-0-t4 10. 7 5 3.5 - - 13 95 616 5 4 3 - - 10..7,5 S 4 3' - _ _ ANCHORS SIAL.SE LONG ENOUGH TO REACH INE MAUN STRUCTUREBEANOSAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON 14 It 716 5.5 - - - - it t1.5 9 6 5 4 - - 12,5 95 6 5 i 4 4 - NOTES 13.1)&9,2)ABOVE.FOR INSTALLATIONS ON VINfi.S16RC OR.EIFS WITH OR WITHOUT METAL STUDS C014SULT THIS ENGINEER 12 8 65 IL5 4 13. 10 616 5 s 3 - FOR INSTALLATION INTO SM WITH METAL STUDS SEE SHEET 20. _ !4 12 t0 - - - 14 12 9 7 6 t,5 - t4 10:5 7 55 4.5 3,5 11•-0"--- _ (C) ANCHORS SHAT BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECjFlCAT10N5 OF THE ANCHORS MANUFACTURER, 12.5 9.5 � 12 96 /.5 4 3 9 7 45 31 3 14 tA5 7 J.5 4,5 - - - 1.#.8 6.5 SS TS 3.75 -'- - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS.SPACUIG RELATIONSHIP FOR,AS.CHORS, •• - - - 14 tL5 7,5 8 'r - - - 12 9 G 4.5 4 9.5 7 -4.16 ..,�__. .. - 1?' 0 14 t2 1p "rii:s 1z `e 6s s5 -._. ip_4,.5 4 TINS 6.5 a,S - -' - 11 5 5,5 4 35...._. 8. .8 .4 3 ._... -,_,_, MNGTM MANCHOR'$PACINGS ARE VALID FOR:EDOE'aSTANCES NOWATEO BELOW,F-09LESSaR E.D.LESS THAN THE NNCATEO.REDUCE ANCHOR SPACING i3,5 9.5 6 _ - 13 95 G.5 5 A - - 05 8 y. 4 - - BY MUUIPLY1tNO 5PA{;7NG SHOWN ON SCHEDULE BY TILE FOLUNWNG FACTORS, id t0;5 7 s.5.4:5 8,5 55 REDUC£O.SPACING OBTAINED US11M:=IOR'S1t411..NOT BE LESS TFMN M1WMUM SPAC1140 1NDK:ATED FGR.EACH ANCHOR.TYPE, !4 #116 7.5 0 9 t2 9 6`45 4 --. - FACTOR lo,5 g... i-_ -'_ tC 716 5 4 J .. 75 5.5 4 1 - ACTUAL TAPCON'WITH ADVANCED: TAPPER+ 1`z 9 6 4.6 4 - 9 5 5 4 =�( =M p � EDGE TAPCON THREAOFORM TECHNOLOGY ALL PgiNT 50U0 SEI' BLUE'TAP W/-.CAP MIN.SPACING 75 5 4' i- t y B DICTANCE 14 12 - - - 54 1.0,6 7 65 - - - 1f &S-5,5 t5 _ - - E.D. MIH,SPACING 3" MIN.SPACINGS 3` W",SPACING'-3 1/2' MIN,SPACING.+3' 3 3/4' 4' 14'--0 10 12 - _ _ --_ 9 7 4-5 a� - - r 5 116 3 1 - - - !♦N�V B - D POtf!iE0 CONCRETE,& tip Q1yy C D,qp{' POURED COINGRETE 8 POUBEU CO"tCREiE&}gyp aptpgE gp tis CK 8 _ _ _ _ tt 8 5.5 45 - - - 9 Its 4,5{- - - - l�H+- �`/ W(td �W Cau ER SLCREIE AH WL LO..A tj2`Mx EA•21/2• MTLCED.e3BfO�K aN EOCONCRETE BY 4La E0,•3 I/2'LDL ED.21/2, /� t�`,n 3' 1.0. 0.90 1.0 0.78 1.0 D.84 1.0 21 - - - - - 135 10 65 - - - 1016 8 5 - - - - BAA. E WORKIN _ 15•-0` 9 _ _ - j) - 8.16 65 4 - - - 6,5 S 3 - - - - iN UtdISON �, 2 1/2' - 0.81 1.0 0.87 1.0 sa - i- ps a' S -'9,5 b - - - 2' - 0.71 - �- 0.51 - 7 - _ - 9- 45 A,51- - - 1 3/4' - 0;9t - - 0,48 la _ _ T_ - _ - 125 F.5 6 - - - - - 10 7.5 5 !- - - - O" 8 4 - - - 6 <.5 3_ - - T 1/2•_ 0.35' - 9.5 - - - - - 9.5 7 1 s - - - s -> FLORIDA SIII DING COI}E(No1T-Nigh Velocity Hurricone Zone Ai11oll`L t„\..j....e.l�/f tl! 152017 TNLTECO.INC, 49201'7 EASTERN META,SUPPLY,INC, \\V yc •. d 13 RTH k HVTM /ML7ECOsNc.\ Accordion'Shutter System • N�aaCl. 4 . . , Ir ■ Kv: E.#I wl OR W10 RV.WMM ILIA _. C7 !j lj� TILLIT TESTING & ENGINEERING COMPANY American Shutter.Systems Ey;No DESCAWTiON ITE' DRAWN 9Y; Lc. 6355;1.jet'..6t s , 05 ytP„c teRom.Rim:+3316 Association, Ind. 1 SLD 15-085 7j27j1 DATE; O7/27/t7 P n s 3as)671 153p.Fak:(sas)$71-t5s1 4268 Westroods Drive 2. " 1 ( DRA1Mrs NO TIFF"'• (J}�1�)� ,:' 4�t11 o Taiaoa ca^ 'West Palm Beech, FL 33407 3 7 /? ''/O•.....,•e•`•(`,`�� 1#1 wtaTER A.TILUT 41.P.E. a �.1 L7 FLORIDA UC.1 44167 -5 SHEETP.E. SEfEQ9i#Ej(JATE 6 13 OF 20 t4aAXIAttlk} A Cti{3R• SPACI1dG {in 1 SCFt )i£ MR A MAN MA?f Sj�IMR SEM.- -- -- _ - (SEE V"WrMS 1.J.K&L ON SHEET 7): POURED CONCRM POURED OONSXtETE CONCRETE BL= .ANCHORS SMUG ILMEND 1aNG1d111f 1 W>,{,K OVER do 1 j"'C11 QMNGLiARD MOUNTIN3 '(9 1VAU.fn.00R MOU1.'11NO: (D%M l/WALK OM MOUNTING` 5P7u1 -ASGSittk4CG _ - FAPCON OR { 45A$sc41 nz64ta1 Gl t e Rlm {ctt Sn tss mai. fir+ ACR Pmt P2c5tr2 e E k�ta?{yet TAPCON WITH ADVANCED ' 40 60 75 &P�120 160 2P5 *w0.'40 60 7§; 0P t20 150 205 .30 40 '.ep x5 9P 120 460 ROS 30 40 $P ;75 50 124 18P 205 THRFADFORM TECHNOLOGY 14' 12 /0. 9 $ & _6..-S i2-12 12 iX.: 12 1,5$5 65 7 T 7. 7 7 7. 7 5 S.,-S 5 5 §' S. ,b - ALI.POINTS SOLID-SET X-1. 14 12 10 9 0 9 s- s €2't2 12 12. 12 12 95 3 7 ? 7 -r 7 T 7 ) -5 5- S. ,S 14 12 10 9 8 S 6 '6 t2 42 12 12. 0-S 8 's 4S ? 7 T 7 7 'T T G.S- 5 9 -5_:5 5 7. S. :5 $ TAP 14 t2 10 '9 8 8" 8 6 t2 12. F2. 12 iZ. 10 7,g B 7"7 7 7 7. 7 T .:7 5 $.. `} 9 5 5 S. 5 1 TAPPER+ 14 12 10 9 8 8 6 6_. 12 12 12R 12..1,6$.S &5. S 7 T x- -:7 )7 7 .5;5. 4 S 3. .5 5 S S 5 4 14 /2 10 0 8 8 6 -6 72 12 12 12- i2 95 7 5.5. T. 7 T 7..T 7._. 7 7 S. 5 'S 5 g S- 5 �g 14 12 10. it 8 8 G 6 12 12. 12 is 6 6 4,5 3,5 7 '7 7 7 7 7 &5 9 5 5 'S 5 5 5 5 -g - Lt. 12. 10 9 8 $ -14 4 12 12 12, 12 10 7.5 8.5 4 7 T x 7 7 7 7 5.5 5` S- 'S 5 5' 5 5 5 14 T-2 10 1 8.., „$ G 6 12 .)2.'12. 11 0 7.._5__< x '1' 7 ,7 ^7 S3 4 -S 9 g 5 5 5 g :4 3 S,aO. t4 i2 t11....9 B- 8 & 4 #2 i2 12 12 10 715 S,S 4 r^...7 7 7 ? -3,._7.. 7 S 9 5 S 5 S 5 5 14.72 40... 9 $ 8 6 G 72 t2; 8.5 73 6 4.5 3„S - ? 7 ? 7 7 '7 5 3.g 8 5: S 5 S 9. a S 14 T2 10 A 8 8 & G 12 T2 12 95 & 6 4.S '^ 7 7 T 7 T 7 55 4 5 S 9 5 5 SEE At1CHOR T41 s 8 12 fit 1S 9 7.5 55 4 3 7 7 ? 7 45 1.5 S § 5 5 9 4,5 3.5 - SPECtiICATIONS 10 9 8 6 6 6 12_17 12. t0' 6 E' 4.S 3�5 7 7 7 7 -7' 7 T 7 9 5 5 u 5 5 S S ON sHEET i,'1,10 0....8 8 e .712 12 8 5 5 { 3 _ 7 T 7 T x S,5 < 5 5 S 5 S 4 1tl8G 6 12 1210 9 6,5 5 "95- i" 77 ) 7 6 A5 S 5 g 10 9, a tt 6 6 12 i2_ t0 8 G.5 5 3..5-«--i 7 7 7 $.5 14 12 10 -0 B 8 'G $ 12 12. 13 &5 7 5 i 3 7 7 i' '7 7 7 s 5 ,5- S 5 5 5 5� 5 -O° --- 14 12 10 9 6 8 to T T 7 T 6.S S 3 - S S 5 5 5 $ 35 3 to 12. $ 8. S 8 1212. &5 7 5.3 4 - - r- 7.- 7 5 - -: S VhLID ()NI.Y FOR (�? T£) {:. (). ...7J 114n�- t108r�' G - 12{12 &S" 7 5-5 4 3 x 7 S 4.5 5. 4s 3.5 - PSF 11..&D OESION i''RESSURE t2 a 6 12 12 a5 7 s a 4 5 15 '. 7 T _ x 7� 7 a, 5 s s 5.-5 #RATING & FOR '5PANS PER 70 7 4 3 5 5 5 5 4 3. - SCHEDULE #3, SHEET 7 t . 10 9•8 ti .. 12 7.5 6. _ .,......_s iF 7.5 G 5 75 - 7 7....T �T.S s 45 - § S $ 5 g 4,g. - 1< 121 t0 9 ::8 E ^- 12 1.5 ra 6 5 3.5 - 7 7 '6:5 5 4 S 5 5 �4- 3 14 12 t0 0 S 8 - - 12 12 9.5 &5 5,g 4 y3 „, r 7 7 7 7 7 6 3 g 5 5 5.5 'S 5 S 14W 12 10 9_ 8- .e - _10-3 8 5_ .y4 35 7...7 7_ 6 S 3S g 5 5 5 5 _4 3 .- 14 12 '.9�..8 8 ^- 12 f0 G.5 S 4,5 7� 7 6,S 55 - - 5._ 5 5 S 4 - Y4 OS T 3.t 'T _ ..`,rMS.4 3.5.. - ,. 5 9 8 8 - ? 4J 8S G ..3:5 - -7 --7 T T 7 4.5 -_? _5 9 5..4.A„5 1 ..i2 10 9 8 8 - 0.S 7 4 g S 9:Y3" - «. T 7 7 5S 4.5 - 5- 5 3F. 8 14 17, I0 98 & - 72 9 8 S '4 - T 77. $ S'-- - - 9 S 545 5 - 14 12 10 9 -e $7, ..- - 62 9.5 G 5 4 3 _. 7 '`..,.5 1' 3 - .. - 5 5 5• 4 35 14 t2 14 9 8 -_ tt. /0 T 5- 4.5 3.5 7 7 7... 7 7 I 1,§ ,5 5 5 S 5_ 5. 5 4 t I_G.t4_ 1? tR4 -$ - &S.G.5 4 1 7 7 6 5 4 :-. 8 5 5 S 4 �_ ni j12 10 9 b - !t 6 S 4 r 'F,-i a§ 45 - s 5 5 4 - ♦ BLADE ONLY 1 G1&5 55 45 7- 7 4,5ti - 9 5 4.5 3 ! .. - .... SZ�^-D"14 12 .1Q 0 8 - t2 t9.S 65 5 % 1 7 ,7 7 T 7 8 3 § 4941.5 14 12 10 0 8 _ 8 8. 4 ,4 7 T. S.5 <5 3.5 - S .S S 6.5 A 9_ 14 12 10 9 8 ' - 10 7.S 5 �4 --' - 7 S -G 5 - - -� S S S 5 1 4 - - 14 12 78 9 $ _.. 05 7 GS t,S J.S ^` 5 5 13 0 74 i2 ?,�-A. 8 � 8'S_ s 45 3S 1 -. 7 l l T r_.7 FS 14 12 30 5.5 3.5 3 ? Z .5 4 3 .._._•§ S 5 4 1 14. IZ Yb 9 H 9 7 4,5 75 ^' - t^ ,7 T 5.5 4.S ^' - S� 5 5 4.5' 4 ' t{ 12 10.9 t0 7.5 9 1 V 3 7 6 { - t4 iZ 10 B 09 9 5.5 "4 7 7 _4 _ I- $,. 5 3 5 .5 5 4 3. 10 a &5 d': .,a - - i r s 15 '4 - T4 iZ 10- 9 6.5 G,5 { T 7o b'4 - -5: 5 S 4 14 12 10 - - - 9 T 45 3.S!S - 7 5,G 3.5 - 44. 12 S0 -._- fQ� T,5 5 f_.3 .".: T 7 .T rvJ 7. 3-;-5 _' 5 S'. 5�., 5 5 S,_ 4 3 r4;5 1 7 7 4_S 3 S 5 4,g 1.5 14 12....AO _. _ .. «. 8 S 5 4- . _. ._. 7 7 .g - - M. _ - 9 5 5 4 « 14- F2 #0 w - ,. 7 55 { 1- - 5 5 J.6 •, 14 17 10 ^^ $5 t€'9,j„{Mjij�i - -' T 5b 3,516-O1410 I- 95 t {4 3 - 7 7 7 7 & '3 1 S 5 814 - - I[^ORIDtt t3VILDIitFV.CODE(Non H!qh Velocity H4rrtcoge Zone 320r7 PUMA IM02D17 PASTERN METAL SUPPLY, Wt BERTHA HV IM. Accordion Sy sterr , A.S.S.A. Arne►ican Shutter 5 sterns ( TILLIT TESTING & ENGINEERING COMPANY 11 f1 ec6c1 Pnar1 0176 P9naN ae La.. { sq. c+ ej 5156 tsM;36M,W to Sas.VAT'4k JPMV S FLCR*,1316 % Phone: {►S313CiOt�On, Inc. OLD 15-065 7f37ji O.irE: 07f07/V/1707/V/17�^ (P5)$71 110. t3Ps)$71-1631 x«268`Westroads Drive 2 ts`1 er1411 n n<,Vkecx'01clrq4:ca gest Palm Beach, FL 33407 3 DRRVlING No 1..«,., ,1 es-cseGrT9 1 7^107 "�,_L✓/p HE' 3 y111 'WALTER A.'PLUT dr.P.E, { 'd/t�'&E/DATE 11.Cx'FSOA Ua.iF 44#6t S. ."'71•lEi�,T` a 14 OE..20 MMIMUM &S.D. ESLGN eg=RE RATING (maj) IM MAXIMUM ANCHOR SeAQ140 tin.)-SMlE0-ULZ-E9BAA SOUTHERN 1i..Na. SPfiUG£ PINE sPF2U sNE SOUTHERN RINE No. 2 Wi` MIN, G=9:55. SPRUCE-f'PNt FIR NORTH SPRUCE PINE FIR.SOUTH t.j2` )APN: G[37C 2 4t/MIN.0.0,55, FIR NORTH FIR SOUTH obuGLAS FIR.Wf.MIN. G-O,50 §V� MiN. G=0.43' Vtr Af{!7. G 0.36 PLYV100D DDu 0 %f WJ MIN. G�0:43 tY MfN. G�{i.3fi a4�x SPAv{n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT"T - FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS g 0.FVALL NOUNTtNGS' s.O:1VALL mOUNTIPIGS 80.WALL MOUNTINGS Mt, Ft, 0 & R W & X Fd, N, O & R W & X M. 0 & R wA X P & Q S&V- S 5&V' ._-.. _. _ .._ _ ..._ . _..w.,-. . C {�,3 wn� m a2GE".E Rtic6:taxa 4 aar rT mm F,w 04 mot UPAT wag w a t recces ma%mm 4 ,3715 rxcvsr [s�ts uart,�1 cad r�,A1aE,3314E FARE , 7+NrAm:Fu=zixci{1� mm�u�+�marl mu a,3�ts, reA,�T+tit"m1Etta a�,aR�FE TIG 3tt 4O. 64 75 90 05 30 40 60 75 90 x05 30.40 6G 75 So 05 30 40: .60 75�90 05 30 40 '671 75 9f1 115 30 40 at5 75 kt0.aG5 3o 4(i� 60 75 90,105 30 140 :811 75.90.. Cas 30 40 -�.60 75 9t}.-45 30 44' 60 73 40 705 ^Q'OR tF5S 12 10 70...:3_ 8 .9_,..6 6 ,6__G 6 M6 1'7 SQ 10 9 IS .8. 6._..R 6 5 €6 fs 12 !0 iD ti B' #. 6 6..... 6 .S 4 12 10 10 9 .6 C 8 G 6 5....4 ♦ _4-. .:5 1� 1? 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X 0 y ' P 0 (TjNwdUwAR` M0HBE USED,ALTERNhTE TO A SOLID £&-6.iD o ,• • r r (£ C£�T,ERNATES SHALL ALWAYS V_04TALLED ADMICENT�TO A SOLID N`l 1 ,._. 011 RiAl:E'T AT'EITHER S[DE,OF THEM, 1 �ySME£ND j9, (F}i'OLYCARE30,4ATE kV WRR%1W BUD 8E 1NSTA6LF0',�7 Th6S FACE s •'- THE FNTER4Cft.OT THE:tlPErntdO O£UD.pROTEdTEO.'MV y/;p1O01Y MUST BE CONNECTION .. • � ONLY 1NSfAGi.ED AND LOCKM USING A IA+SETITNC`06L.PSOVID RY ASSR, OETAt;S O11 SHt;ETS s 4 g4 r\f °t• `+s ° INC, r 0 IN 18 Typ. FULL HEIGHT _•.......r k a�K 6.SEE ANCHOR SPACNC SCNEDULQ FOR INSTALLATIONS 1t(TO WOOD FRALtE BUILDINGS-ON SHEET,S,AS LIMITED BY SPAN AND..DESL LOAO'(SEE NOTES T','� 1 ac 2 ABDVEI. 7.SEE STAUA NTO POURED ETEOR . N1IRCAi CWB(PIN9iM 2 BAS F..t#iYE[t BY "SPhN Ottp.DESIGN LOAD(SEE NOTES 1 &2 AOM)., , 8 1410417)h SEPARATION TO CLASS SCHEDULE.PER ASTM F-IAPS; TOP BOTTOM IREICEiv's) ^".1 W �{ t7n {�y � .� YnNO 20TbE MlHDdUM.SEPARATION TO GLASS ....... .,.._.......... ..._ ...�_._ ....M._._ww_. ..... 1 THRU 3 1' wt SEFAAMON TO 01-44 EX STINC GL+SS hU'- -�("ET'sCt�U4CE ON$1,10 11 fm IRAVE("U q 6:25' nc' G4 TtGfi'410,'.T TGA RAM M&Ft} ?may 1A«. /_. Z. , .-,., f CTS TYP. _ NOTE 4 ABOVE) - c TYP. SYSIME"TRY04L CENTERMATEi 2.r ✓+� I,,. .._.„.,--_.,.,,-.,_....... ..._...._........._...--,_._. 1t LS'y '{SE"NOTE 4 ABOVE) PLAN TYPICAL HV BLADE WORKING IN UNISON tVITH HV WINDOW BLADE (i ` SHUTTERS ~"-•--___:--•-- ---- FLORIDA.BUII.DINI1 CODE(Non High Velocity Hurricane Zone`. *2017 VLTECC.If1C, 0209 EASTERN.NVAL SUPPLY.DICE O BERTHA HTTL, ' •�•�`— Accordion Shutter S st' A.S.S.A. y em H.Y #1 W/M W/o HY.Yi4t "1 ej' Amerlcon buffer Systems iv.N DESCAMICIN DATE DRAwH 6Y: L:C pT- TILLIT TESTING tc ENGINEERING COMPANY % 'l A+4'`� sass rear,3M,s! s es 4+ a cumDtT,-•c +A.1616 Association, Inc. ! OCD 15a0$5 /2111..DA1c 07/27 17 . lX-.� *° axnnc (�osJa7s , �d. a t3os}eTe-sas 4268 ftStroads ©rive 2 c Mise eAcool?aa,a�za West Palm Beach, FL, 334{}7- 3 DRAWING No OPlAt EB-0OU611B 17-107 .�" VaLTEA X TILUT dr..P.E. . -.•,,• ••••'� fLOP r Ws $4+.16x- 3 P.0 sEAt f s WTURE/DATE 6, sots aF.:24: 0D35"._iN;a� INSTALLATIONS—Wf HV—BLADE & HV CENTERMATES 2 Nn.0- a-G53 GRADE<D 2 M�' ` INTO METAL STUD WALLS Nur.G-EG GAtY.STEEL I C 083^ N mua STUDS AT 18"ox � ,436 �f'� --- -- 40 -a °'oQ' �� y of o ---- GENERALT/2' 47s"_-� * L'_'. I L4-"o NQM�A ALUMINUM SLEEVE 5 esu o r2 -: - •—}. F 1 AG R I S 6063-TS ALLOY L1 s/4.1 v 1/4-x 0035 TwcK Mh1, 4 C �r ti I �� 5 STF'M INSTALLATION TO METAL STL#D WALLS CChYT.G4LY,STEEL 7l3a K LHAN4EL,w S G"fl,C_ L!'B"O.C. ASTIR A•-653 GRADE 40 V­G-GD I ;, f,s 7---•---F SEPARATION. TO GLASS SCHEDULE GALVANIZED FASTENED TO STUDS. W (z)gval/z'TEx scRrws aN ± XETTISiluG nIosn 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) PttOR*R&CXTE83OR Fuc « AS APPLICAULE - _ ;hn 2. MAX,,SHUTTERSPAN: 84" WIND ZONE MINIMUM . TO E-1996 SEPARAMON ase LENGTrt o- 1' I �:t1N. CLASS , '•' 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING CLASS 70 i0 CU55 � � ��� -/� (sEe Scr+EauLe) ' ,,-43 � 1/4-0-20W BOLT ` 4. ONLY ENTERMATE 21 W/�24}HV LOCK ARE ALLOWED. WITH 21 A,'RANGED A SYTIMETRICAL LAYOUT. 1 THRU 3 1 MUST PENETRATE(g «� a USE Or (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE A 4" 1 s/4•x s I/s•,0.036^skc:c�:u:I,,r xisnNG FlUISH w INCLUDED AT QRIOR OR INTERIOR ACCESS SIDE OF ca#r.GALY,STEEL TPAC(c1LA NEL I VAS APFLILAELE CENTERMATE. ASTIx A-65.1 CR4AL 40 Nfn.G- TCM sOREvs au t - Q GALYAt41£ED 4'AS€E,1Ya TO STUDS ! - I 43c 1 430 b T 'T'_'" wt C21 daxl/2' u1 ,INTER7aP.&EXIER1aR FACE w 1b G-04. { 4 G O,C. -1/4 is 20 THREADS' BLADE SLACK DETAIL HVF IS ALSO VALID�v./FOR 4TSC `i f 4"0 E#G( CONSIMUCTLON .L 1/z^ r? CENTERMATE 21 APPLICATION WITH BLADE PROD IC$ FAB-LOK HO -._.T '43b s'> 1 1/2 0.0,15-TWCK 1ARIE5 r I 0 5- D.C.Win.ASt1l A 653 GRADE 4D M�;<: COMPONENTS Lam.G-sa S T STEEL 1' ` I+?!S WALL HEADER JSILL_ INSTALLATION lxETAL STUDS AT rG`O.L. M:n. J � ._ExtSTIctC FINISH AS bPPLN,AaLE SCALE: 3j8"G S. (TPP.Top&Eawx u) 1% . ._,....._..__...y. ......,_,,.,.�_._ .. ..-.. ...__.� 3j4` G TIM O.T}�,S THICK'A,n. CCN1 ,. GI EX SONG GLASSa5T T.Gd1V,STEL' C I nLNMI fEi.» CptVA*t2�3FZENED tt3.STUDS I SYMME RYG�L { E I i. SYMMETRYCAL :1 1 j 1 S J wj(2) GxT/2•TGC SCREWS ON I 4.3Cr 4w3f7 �,3C MIN. 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Inc. 1 �O»n T5-Ofi5 7/ITfT DATE, a7/27/15 1 ` anane:(ias381634.Ft* ticc'i''•.,,#'••..,.• •' Gi� < 1�` c PS. L71-Ts1 4258 Westvands Drive x tlwCWCCM jRA.yiNO Na t0RC (est Po1m 6egah, FL 33407 s 1FLORIDA LcF 44157 SHEET A TILUT Jr.P.E. 1I-10 7 PE. SFjATIE .G. 20.OF,30