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HomeMy WebLinkAboutProduct Approval, accordion ,011 BC1S dome Log to User Registration Hot Topics Submit Surcharge Stal s&Facts PubOcations Contact Us BCIS Site Map Links Search db 3 s � 'I t r �� '���USER Publics Approval Product Anormtal Menu>Product or Application Search>Application List>Application Detail RECEIVED FL# FL389-R9 Application Type Revision NO Code Version 2017 Application Status Approved Permitting Department St,LUC1e County Comments Archived REVIEWED FOR .� COQE COMPLIANCE Product Manufacturer American Shutter Systems Associat on,Inc, Address/Phone/Email 4268 Westroads Drive ST. LU C I E COUNTY West Palm Beach,FL 33407 pp��mm (561)209-8263 ROCG bfeeley@easternmetal.com Authorized Signature 5111 Feeley irodriguez@easternmetal.com Technical Representative Address/Phone/Email File COPY 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 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tilsit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. C' Validation Checklist-Hardcopy Received Certificate of Independence F+389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PQ Ft 389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE!II.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108� CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) StandardYear ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By I I Product Approval Method Method I Option D Date Submitted 09/10/2017 Date Validated 10/16/2017 Data Pending FBC Approval 101 1 9/20 1 7 Bate Approved 12/1 21201 7 Summary of Products FL P Model,Number or Name Description 389.1 Bertha I IV Accordion Shutter•Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-IiVHZ)-Orwg 17.108 and bottom)for storm protection Limits of Use Installation instructions Approved for use In HVHZ:No FL389 R9 11 AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes ina nPaTttc Hy ArCnanION SHUTTER SYSTEM.POF Impact Resistant:Yes Verified By:American rest 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 44 psf Evaluation Reports positive ASO load and 13`-0"for 35 psf negative ASO load the Ft 3R9 R9 AE AMERICAN SH ffTFR SYSTEMS DRAWING 17- HV3 blade v+/o window blade,S'-2"for 110 psf ASO load for t4E PRODL{CT EVALUATION REPORT.Pl) HV3 blade w/o windo-w blade and W-11"for 62 psf,9'-13"for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working in unlson.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max.ASO pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASO pressures. 389.2 Brtha e HV Accordion Shutter-81ade Extruded aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Orwq 17.107 and bottom)for storm protection Limits of Use IrWolfvtilan;n5tru;AJQ Pd Approved for use In 11Vfq—NO F.ajQ_R9 11 AMEAICAt4 Si i I MER SYST ASS^' Approved for Wc'oytsjdv HVHZ,Yea 0RAW314G 17.107 EISCRTWA hV tar-CO3RDION SHUTTER Impact III'tarlt:yei S'<5T1.PI;P Pesign Pressure;N/A Vcr#t,Pd By:Amenwri Teo Lab of south Florida Inc- Amber:large mf5s4v lgyeI?"l" ,(4a;x,Span fd W-0"for 70 { riented by Independent Third Pars,:{es p.s,f negative:A50 load depending on and-locking�EvalvBtion Reports � rod configuration for the HVi blade,8'-4"for+04,-72 p.s.f. Egg g�a> nt�i ttt�Ara Stit,mep srsmM ASsrr A.S,D,load for HV blade for Ketyxwrre moyntin95 7'-0"9.0. INC,_pRMNf 17-107 DUCI 43F EVALUATION far metals stud mounttigs and 81.0'far 116 p.g.f,for HV1A U IME working in unison,See shacts 7,11 and 2D respectively of Created by Independent Third Party:Yes installation drawings for other spans and vFftsures. 389,3 pnrkha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(og COMBO-(Non•HVHZ)-Drvrg 17.106 and bottom)for storm protection Limits of Use installation instructions Approved for use In HVHU:No FL389 R8 11 AMERICAN Ste lTT-R SYSTEMS ASSOC.,INC! Approved fiormse outside HVHZ:Yes �3R�11iIFdG 17 146 BERTHA Hv Af.CORDiO>9 SHATTER Impact Resistant:Yes YSs D — Design Pressure:N/,A Verified By:American Test Lab of South Florida Inc. Other:Large missile,Max. 16'-0"span at 30 p,o.f ASO load Created by independent Third Party:Yes for Blade I and I B'•0"for Blade 2,See schedules on sheet 12, Evaluation Reports 25 and 28 respectively a3fl2 R9 AE AMERICAN SHiI-- R SYSTEMS ASSOC..INC DRAWING 17 106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes I 'ILIA ;P,4a Ttt4 State of Flora is an AA.1EE0 ersPiWM Cry`-mi*aht)ng9.Prila Sta�g nr Fledt,'fl,l:4r„y$LY,s7�.;^1r'..Lt::t ^�'n,,;{y c,atwrtrt4�:Rx,f,,.�c Stmxnnrni • uftdrr Flund4 L4W,Mail W.re=l are IlWittmilyds.I{you du not v a1t your a-Ird t adlml,rein 4to to fesponse.tQ a pubacaacoraa r9quor,ao no;Wilt'ckc1rC*,C mail to mm,angry.lmtaad,rcmW We urr;try Mona er py Lta4jCger+ui anal.it you have ahy"auWa ii,Moose contact b5iiA{17.1795.'cuceu at to 5::c{•en455.275til, Florida Stututos,,irect ae Cstt.;oar I,20:2,{icke"-es bcenayss under chap{er 455,F.S.(n..at pmyWe tht otparutient with an emaJ COMSs it ytay Nye WC,The Zirnifs Prnv1144(n4y he ar6ud'"official caninvnuai=wRn ft tuaztsau.1WwwaP amad.oGCr sns am Pahtcc retarc,It ya,a as not*tort to SUMAY a perao^si cadre",ow3e. provide.the oapartnc rit xatth an,trnad addresa v,4ich Sall 00 M04f.avauaittA to{ha 0uh1S.T4 Gstormaaa d you are a hcer,Ser unCat`rrapter Q55,F.S-.pkasc&ck WiL. Fr e9aact Pvpravat As"Pts: i I I GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E,D.) HAS BEEN VERIFIED FOR COMPUAYCE IN ACCORDANCE WITH THE 2017(61h EOTION)OF ME FLORIDA CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd 0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(&&D4 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LOADS AREA �: HV BLADEC n.� BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/AWL(A-S-D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED..AS TESTED.WERE NOT OVER STRESSED,A 33$INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR C=1.60 WAS USED FOR VERIFICATION OF FASTFAERS N WOOD, BERTHA H.V.ACCORDION SHUTTER SYSTELI'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER � SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOYI DETAIL -HV BLADED #0214.01-03,00715.01-03.ft004.01-05.#1214.01-05.#0317.02-06.I(0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1E186 AREA 2: DO BLADE C7V AND ET WINDOW B ADE AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&$1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. .(WHERE APPlJC-- E) -HV WINDOW BLADE a 0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2,3) BASIC PROTECTION ONLY AND#0725,01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 2.HV BLADE, AND HV WJYDOIY BLADE INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 Q ® ARE 84GNEERED TO WORK N UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS (FIN SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14X2.75-AND 014a1.75•RESPECTIVELY,410-HT MINIMUM SERIES CENTERAATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YEW STRENGTH AND 180 Lai TENSILE STRENGTH.PENS SHALL BE COATED YIQH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTE3RMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMEDRICAN SHUTTER SYSTEMS ASSOCIATION,PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4..ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEJPER AS INDICATED ON SHEETS 2 AND 3,MINIMUM YIELD SnjENGTH FOR 6063-T6 ALLOY IS 30A ksi AND 35.7 k si FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET'10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO COMPLY W/STAINLESSSTEEL 30G CO 316 SAIMECTION SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN,YIELD STRENGTH AND 90 ksT MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDAFORI BUILDING CODE BECKON 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET'14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AM 304 OR 316 SERIES STANLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-VIGOO SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 EN BLADE Q, &® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SLEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16-779.552.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY V.S.PATENT 95.455.179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 METAL SUPPLY,INC. 9.R SHALL BE THE RESPONSIBUM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/QkULN AREA 3: W WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN•THRU FASTENING IN CONTINUOUS CONTACT%Y(TH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHIFT 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,0.OTHERS,MUST PROPERLY CLOSE ALL NV AND HD AREA 4: HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS 11.SHUTTER MANUFAZWROVS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9A OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTCN 1709.92 OF THE FLORIDA BUILDING CODE. 12 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO- 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SATE SPECIFIC PROJECT:La,WHERE THE SUE CONDITIONS DEVOTE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCRASE 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 THIS DOCUMFM,CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, (e)THIS P.E.D.WILL BE CONSIDERED INVALID E ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED_ENGINEER OF 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 DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED It, FLORIDA BUILDING CODE(Non High-Velocity Hurricane Zone 02017 TILTECO,INC. @ 2017 EASTERN METAL SUPPLY.INC. `"yc NS BERTHA HVPA ZIMLE C O ,Nc. A.S■S■A. Accordion Shutter System H.v IManE#T w/OR w/o ttv w1NDQw MAM �� /� American Shutter Systems M` TATE t� TILUT TESTING & ENGINEERING COMPANY Y •H DESCRUMCN DATE DRAWN BY: La .' ,\\ e353 ILA,361"st. Ste.J09,MRGM Damm.FLORCA 331E Association, Inc. 1 OLD 15-OEIS 7/27/1 DATE: 07/27/17 Phone:(303)B71-I530,Faa:(303)871-1631 4268 Westroods Drive 2 :��s•.,•• R�•,:'��fT\\ o-ma t7 87 9,eom West Palm 8eoch, FL 33407 3 DRAWING No __S/ppAt��,,,H WALTER A TILLIT Jr,PE. 4 17-1 fl7 P.E tFRtfSI�iVAYURE/DATE FLORIDA Lia,d 44167 5 SHEEP 6 1 OF 20 -- /\ �3'o iC6 N9VGCx EV +A N VARIES --'- / e�34 c c s of o Lt.x, n t.2C0'• I i T o o f (HV 4.3714.857-1 HV SOLID BLADE 0' 8O' ST TE 3)HV UNIVERSAL FLOATERCOVERE UNDER US PATEM a 5458 9 IFIED FOR USE W/ QUlWFIEO FOR USE W/ HV BLADE ECT OU LADEQ7IA V W DOW LAD 6005-T5 ALLOY AND TEMPER QUALIFIED R USE W/ HV -T6 ALLOY AND TEMPE c •SEE UA(ITATIONS 0 SE OF BLADE ON SHEET 19 6063-T6 ALLOY 1 60 TEMPER .124' 63-T6 MPER 3.226' I..Co.A 37" rr o r 05- I p�/ .67D' 2.670" w� 3.556" 7 1.AO' .670" 2.226' .99a' 072 ry g 8421 .g i_ o m7--L `0? 4.8 7' i— . Ell —0.072• Ii—" '—— D.Dr �)HV ADJ. ADAPTER V�/LIP i 4'S36 125 7F 1.375' 3.226- QUALIFIED FOR USE W/ HV ( , W _ RAC -'{•920 60 HV ADJ. FLOOR TRACK BLADE C� IFIED FOR U W/ H �HY TRENCH TRACK ss 3.75D' 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W HV QUALIFlEDB EU3E 1Y/ HV 6 T6 ALLOY A PER BLADE(DONLY-/ HV RAINGUARD 6063-T6 ALLOY AND TEMPER vA 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV � REES '^ t.936' {� 1' 1.915_ o I VARIES 1.936' 6063-T6 A OD Mac YEAF7D TEMPER c 1,917•, w I� 083' m'm L� IOD g .D83'. Oe3' - 'n I OBS• I v 93. i .093' o$ <m f 5.12' .093J°ecA .03-3' 060' 670iM. .' ; 0L �6O+ 1.66. I o 67 60• 1 o_1f I \ - I 3520" 1 HV HEADER SILL 13) CEILING SI i�i HV CEILING HEADER � � 3629• OUAURED FOR USE VI/ HV BLADE i ONLY, QUALIFIED F W HV BLADE rDI ONLY SEE SECTIONS FOR VAUDITYD 3-T6 ALL NO TEMPER QU IFIED FOR USE W/ BLADE 4 HD WALL HEADER/SILL SECTIONS FO ALIDRY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 606 T6 ALLOY TEMPER BLADE 11-f ONLY. 6063-TS ALLOY AND TEMPER i y COMPONENT A B TA T2 X Y 1 t 25' >� 2' 2- 0.7 I 3' 3' I0.090' 18 I 2" 6'MA%.�0,192" 0,192' L i 6 SIDE ANGLES -- f9 0 CORNER POSTS QUALIFIED FOR USE W/ HV -ALUMINUM ANGLES z.s• 7°L'AX. 0.190' 0.190" QUALIFIED FOR USE W/ HV BLADE 1Q Q IFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER LADE 0 ONLY. 2' s'MAX.�0.139" 0.131" 6063-T6 ALLOY AND TEMPER 6063- LLOY AND TE �-- +f>f FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' y 11,f T� Ilt 02017 TIL7EC0,INC. ©2017 EASTERN IdETAL SUPPLY, INC. BERTHA HVTM A.S■S.A. Accordion Shutter System H.V.BADE#1 W/QR W/O H.V.WMM a" TILUT TESTING k ENGINEERING COMPANY American Shutter Systems fl._N DEStMPTION DATE DRAn'N Br. Lc d7g7 OIL 6355 tl.Y.36J.SL,St.._O5 V4G F GU D71[FlARW 3716 Association, Inc. 1 OLD 15-085 7/27/1 OATS 07/27/17 O Phan.:(305)871-1530.F-:(305)871-1531 4268 Westroods Drive 2 �s[•�`•�RI�P�••��1�,, .-"'1:tl0067g1g'eom West Palm Beach, FL 33407 3 DRAWING No �w V/l7 \p\ It WALTER A TILUT Jr.P.E. 4 1 7—1 O7 �J S / FLORIDA Uo,g 44167 s SHEET P.E� AE DATE 6 2 OF 20 4.576" 4.66' .929- 2.29_, I o .7G ' 2.29 1t.AT 1, A7t.71 1/4'-20 -CE CASE 0.334' FLIT ICAOitGE40ED HO45\7 QNYEL 4._� $ o ! ap S.".; 2xEn FA:nT.D / I (taJ0 I - 1 Og So ° M1• 2 TIP..5% T,G�IDED BAKED P RFD m 1 gt '7 ORKN . KNOB. a ' I ERASS CIDER (� HV CENTERMATE RA TM) (ear.E (i+RovE?A1ED) QUALIFIED FOR USE V// HV BLADED& lA ONLY I HV OA G ��� g�C' Aso• L3?5 —'r' Q'_ �4 H LOCKI HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE 1 & ONLY 3.0 ,^B75� QUALIFIED FOR USE YI% HV _HV FOR USE W/ NV r 6063-T6 ALLOY AND TEMPER %'-ti1 HV OR �+ NTERM&IE BLADE"1& C ONLY. BLADE lO& ®ONLY. 2874' QUALIFIED FOR USE W 1/ HV BLADE ONLY 250'0,0. .618' 6063-T6 ALLOY AND TEMPER PLASPC MAD 1.756' .922' 4.04 2' MOLDED SCCRE TO r n m_ i Crr �i 2.079' 91.753" , 1 I « 062 c I ni 3S0"AFTER RIVETING 1/4"0-205xp3�4" BEFORE RIVETING 11 '� 4 I S.S. THUMBSCREW i14"0-20 RIVNUT$ 't 's } _F I SERL-'5 9444 ALL:M%UN(2024-T3 AHOY)LARGE FLANGE THIN I 2.7!0" ^ —7' I 1 CHEc?KUTSER7;PART 9 0820,AS EWlUFACTURED BY AVOEL PLA:! ^ Ftmert ELEVATION t� HV MALE "T" LOCK CENTERMATE ' 4.566' 1'62z; CH'FRY TEATOFN.PARSIPFeNY,t--W JERSEY 07054 OR EQUAL- 2 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BC _)ONLY CI HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE VI HV QUALIFIED FOR USE W/ HV BTEMPER ONLY QUALIFIED FOR USE LO HV BLADE(�1��ONLY W/HV BLADE( ONLY_ BLADE 1 ONLY./ 6063-T6 ALLOY AND TEMPER 6063-i6 ALLOY AND TEMPER" 3.161 " -t v D 3 _ uQx 053� I 4 1. D THUMBTURN .214'mi m .063 .062' 62 i • CYLINDER OR .214" m .._L KEY CYLINDER I ,n -. � .545' 0.875'WrL D CEN MATE W O LOCKING OD HD CENTERMATE Wj LOCKING ROD 4 QQI ' .12s M°. a p ._ QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLAD (1)&VAI 33 HD CENTERMATE'S INSERT .e ] 6063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER � VARIES. 12'MIN. QUALIFIED FOR USE %V/ HV BLADE(1)&L A. 0 ° g %IQt/4"o-iD S.S.QR 3/8"4-16 1.1 6063-76 ALLOY AND TEMPER iFUA65CREVr .. (SEE DETALS t1/2' _UM U4BTUURN - DQ YUND_ OR KEY LOCKING RODSi.78 ^ CYLINDER 3n4 QUALIFIED FOR USE W/ HV BL40E'� �}h �./ HD LOCK 6063-T � 6 ALLOY AND TEMPER E& HV 3/8"0-16 ACETAL (37a HV 1/4" to-20 AISt 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. �. j5)INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS ERIES S.S. THUMBS(_=RFVVS pUALIFIED F03 USE 4V/ HV BLACEO& �1�A 1 ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR V1 ,yj HV BLADE 1 QUALIFIED FOR USE LY/ [IV BLADE 1 FLORIDA GUILDiNG CODE(Mon High Velocity Hurricane Zone A \711111L�`�n I♦•�/��+ T2017 TIOECO,INC. 912017 EIAST.ERN METAL SUPPLY, INC. BERTHA HVTM ✓� 1 L E C O ���. A���S��� Accordion Shutter System. 7 Itv LILADE#1 w/0R w/o Hv MIDrnv ElADE\) TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Y .N. OESCRIFRON DATE DRAVIN By'. LC. ` • 8355 ttW.36t SL.St 305,WRG11'A GARDENS,RDRDA 3316 Association, Inc. 1 OLD IS-Cas 7 27 1 DATE: 07 27 17 ST�Tr of / / / / � Ptume:(305)871-1530.Fox:(30.5)871-1527 4268 Westroads Drive 2 �,(•'••:R(OAi4P;;.a�4 RAC 4- 6kOt—o°°— West Palm Beach, FL 33407 3 TTRLIT DRAWING No '.:�5'1�'•...'•'•...:�� 4114 WALTER k 1 Jr.P.E 4 1 7-1 07 I FLORIDA Uc.#44167 P.E. � �O I ET DATE 5 SHEET 7AR 6 3 OF 20 SHUTTER ASSEMBLY SCHEHV ID HV 9 DULE 41 12'Af:N, CE O HV BLADE 1 To BODE T•P to •c6v' ® HV BLADE 1A t Exr 9CR 1 X ' 1 .3 i I H1'VaNDOVI BLADE 0625' 6tCRa+Y_x •0625 625" ® HV LONG RECESSED NYLON SUSHFNG '{ 2 Y ? e BLADE'S—� 1875' Y C OPENIN _— x �L KNIJCI LE .0625-4 ,g 38 ;3 J$ — 1 (TYP) 0.0675' r 3® HV SHORT RECESSED NYLON BUSHING ��44 L 43 Ir l 40 HV NYLON HAT WASHER Q OR ® ; N N ! FLAT PORTION R1_asop� 3 50' 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 3 I; I 3 :L 4gLp44 0.870"0/16'TH(CK NYLON WHEEL. I I j 2 7/6'MIN.. Hv WINDOW 0,188"0 AISI 302 SERIES S.S. RIVETS -- 3150 ; CLEAR m3.0O t S:PARATION HV 1 3 4-ACCORDION PIN V 8 HEAD 6SLADZN .0625'S 3.75fta' ® / / # EXTERIOR I1 �T —' �D` ±s 3/4 o6zs HV 2 3/4' ACCORDtOtd PIN W/ Q8 HEAD * / -41 OPENINGS d- CENTERS 4CD0},Y-Y 41 ,,47� � /4' E ER PEE eY?TOY ® EAR POLYCARSONATE IMPACT RESISTANT HV 1VINflOVi NI—';I I. '3 } , BEIr�SN TYPICAL HV WINDOW BLADE-de AND P 39 -, : + t-- POLYCARBONATE HV WINDOW DETAfL (DOR or (SEE NOTE FOR I II REQUIREMENTS) DOR ® I *POLYCARBONATF IMPACT RESISTANT HV "4ND0'Y I ! BAYER MAKROLON 3103 POLYCARBONATE tr dfN.CLEARAj10E RESINS, UV-STABILIZED GRADE OR SABIC K%L PI REQUIREMERTS AT EKM(OR BLADE KNUCKLE MRu -- 6� To BLADE eon L1 INNOVATIVE PLASTIC LEXAN 103 RESIN V 1 I °o'd I I Q OR } (— + (SEE NOTE 'F" ON SHEET 14). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ,n o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR NNa I Q HV ©BLADE. { ' EXTERIOR POLYCARBONATE SOURCES FOR TYPICAL SHUTTER ASSEMBLY E r=w rl.T.S. TTNW.MWERTF5 $TAi1dVlD =�pes*e 42 ,4 ��� 2 HV PIN MAY BE USED IN LIEU OF (g AND ONLY AT t 0 =b �° ( ) ® 1 F4V PIN OP EXT RIAT OR ucurmm nm xa EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O m0.324' BLADE'S KNUCKLE. BLADE WHEN CORRESPONDING TO INSTALLATION "0", SHEET 7. 1 3 (SEE ROTE x FOR 5.'ECRC GtTAm a ASTo D722 ao m�' C au sp .046=)� � REQULREMENIS) a TYP. {, Taaa`[E nc D SLP.Et:GTH ASTU CG78 9.t'-'0 0.si 9.'.'„�0.r.:_ (3) HV PIN © OR ©W/ 1/2' Q.D. 1/16" THICK S.S. WASHER m 3�' P'� ITN�T nw w or90 z cc v�. ta..ai p..: SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e1 h S ' lcxuvAi,roWcw s t oT90 3+aca P, 3c,mo°'" SHEET ©0 I 41; NWOED¢Co AS'A 0236 m ET-v/h n ea_n/e, WHEEL CARRIAGE DETAIL EtJ�x DQsm AS'u D2M3 472 z is z w x N... SSEMBL•Y LAYOUT vATE os RCrncu As'.DM C-t C ASg C-c CLASS tr_,Tvca:rm ASik Ct$g TE.^utE ST6£tiCTH AFTER KATYERY:.0 Asw 638 93D2 f++t E9a0 p.=i Cl) HV BLADE SOLID & d A HV WINDOW BLADE DETAILS '° _ 6 "�" y �6,°u ECHC°._ N.T.S. tfITRIrJJrJusssi��� A. tit FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' `\R�T,'�\1" Alp' _.•%A` 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, Ir1C, ' V f1\7t /� BERT A MVT,, ' ? IL E G O epee. A.S■SA. Accordion Shutter System RV SLADE#1 W/OR W/D ILV.WIMM IZADE TILLIT TESTING & ENGINEERING COMPANY American Shutter System$ EV.Nc DESCRIPT1aN DATE DRAVN BY,, LC. D '•. \ 63S5 K%UK 51.,St..305•MGM CAROOM ELCFZA a3l& Asscclaflon, Inc. t OLD 15- 88s 7 11 lI DATE: 07 Z7 17 PR�one:(3o5)671-1530,Fox:(3os)en_1531 4268 1Vestroads Drive 2 ss�OHALF��f'R\I m®t1te.09:— West Palm Beach, FL 33407 3 DRAWING No WALTER A.te TiLLIT JT.P.E. a 17—1 07 P.E. SEAL/SIGNATURE/DATE FLo6mA uc g 44167 a SHEET e 4 OF 20 ------ ------ - - - ----- - -- ---- - -- - - - --- - ----- - 4NOTES ON HV LOCKS AND CENTERMATES- a e c I. MANDATORY CONDITION IL: ONE HV LOCK 8 or q-�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN / OR 120 ABOVE ORB OW j/2 OF SHUTTER SPAN FOR SPANS UP TO 105••ANO FOR INST TIONS T ANY ELEVATION. HV LOCK 'or A1AY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR 1 I I hIT CEMERAIATE$VJ/(2) 1/4'0-20 x 1/2 LONG FLIT HEAD S.S_M.S_LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1a�6 0 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV .-� LOCKS �9 OR�§!MY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES q I , � OR SHALL BE AS INDICATED ON NOTE(1)ABOVE- LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. e� v 3. OPTIONAL CONDITION&.MUD ONLY WHEN I II o S4r I A2 IS U TO WfIWO H V pDKe)• LOCKING RODS ARE NOi REQUIRED A7 HURITEDRICANE POSITION, BUT MAY �5 4on2U oR 6 uu�0 oz v «QS BE USED IF DESIRED ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 30 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION)_ 4.MANDATORY COND1T10N Y?-ONE HV LOCK t3 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ANQ INSTALLATIONS AT ANY ELEVATION. HP/LOCK or g SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE Y7/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS o xoo-x•Je AT TOP& BOTTOM SHALL BE USED_ LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. R P— MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V y c n3. jt- 5. FIM ALTERNATE TO MANDATORY CONDITION 011 VAIID ONLY FOR W 10 MITERMATES ' Q a3gn 92 " OR 22,ONE ALTERNATE HN LOCK QG MAY BE IN UEU OF HV LOCK or 2,�FOR ANY SPAN AND jtt Y IN INSTA11A-n AT ANY ELEVATION.ALTERNATE LOCK6 MAY BE USED AS AN NSJoE GR 0117510E LOCK.ATTACHMENT III I /� HOO-hVD 2= OF 1/4'0-20x3/4•S.S.THUMBSCREW TO a OR @ CENTERMATES SHALL BE MADE W/ 1/4.0-20x3/4•ALUM. i - s:� �$ RIVNIIT AS SHOWN ON SECTION WE. SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO T / ' C LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANDATORY CONDITION J3 FOR KeWON MOUNTING INSTALLATIONS, ONE HV LOCK 03 or'@'or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 127 ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 1 TO 96•,AND FOR INSTALLATIONS AT ANY ELEVATION..HV LOCK C3 or:5 er a MAY BE USED AS AN INSIDE OR 1 OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W%(2) 1/4•-20 x 1/2•LONG FLAT HEAD S.S. SEE END I ,.y, A1.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHL6TER ELEVATION. LfSE pF LOCKING RODS 6S W/ S�(` CONNECTION i j .3 OR i(-7!TOP AND BOTTOM IS COMPLETELY MANDATORY, SHEETS ON D r E R I J K L x P 0 9 V W X i! SHEETS TO& HEIGHT. V11 OF CORNER NOTES ON HV "T" LOCKS AND CENTERMATES: am-K CENTERAAATE �1' ONE ALTERNATE HV T•LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS 2j OR G�FOR ANY SPAN AND aR�nR�6 �(�ow B�cRtO. mz INSTALLATION AT ANY ELEVATION,AL NATE LOCK ILSA WY BE USED AS AN INSIDE OR OUTSDE LOCK.ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCKER'J,AS SHOWN ON SECTION HVG•SHEET 9,WHICH MUST BE 10`n ox�•�3j�t7•�J7 ca CONNECTED TO CENTERMATES®AND @ W/ 1/4'0-20 x 1 1/27 LONG SS. THREADED BOLT W/7/8'0 x 3/32" WINGNUT OR W/ 1/4"0-20x1•S.S.M,S. MO A 1/4 0x 5/8•RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12• ©•�'7 x«6Q' 7Q' � MAXIMUM ABOVE AND BELOW MIDSPAN_ USE OF TWO LOCKING R". 0,�5.TOP AND BOTOM IS MANDATORY. Ts•�el�'T��`�� ate. ®'p7°�Q'�`"T s' "`Q•@9 "NOTES ON HD LOCKS- & CENTERMATES• 1017(Q W/HD Cr'NTERMATES(31 aR(33 W/(3� OYE ALTERNATE NQ LOCK 3(� MAYBE USED IN LIEU OF TYPICAL � BY BLADE SHUTTER ELEVATION N HV LOCKS�OR V FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK�MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK e- TO 4 AV/3#8 x 3/8•F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT Ci�AS SHOWN ON SECTIONS HDB-HV8 AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT WOSPAN OR 12•MAXIMUM BELOW OR ABOVE AODSPAN.USE OF LOCKING RODS g,IS COMPLETELY OPTIONAL Jj -n A FWRIDA BUILDNG CODE on igh elocity urricane one' ( 02017 XTECO,INC. 02017 EASTERN METAL SUPPLY,INC. 1111 Q� •,......,��✓�!.s v�c`'�s�''';� AS■ BERTHA HVTM ■S.A. IL E G O ■�. Accordion Shutter System A ttv aanE#1 w/OR w/o Kv.1MNDOW MADE '; / J* TILER TESTING & ENGINEERING COMPANY American Shutter Systems EV.H DES(:IDPno11 DATE DRAv.N BY. Lc p •. R $�� 6J14 lift,36m-S1,Sfa.305.¢RG0 CARDDr,lLOROA 33IC AS30CIOti00, Inc. I OLD 15-08s 7/27/U DATe 07/27/17 Ph—:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 (r ............•' @ 11 x— w:GRrc.CI-1 m DRAWING No s/0NAL E�Q,I+ 1 WALTER A.nui19r.P.E. West Palm Beach, FL 33407 4 '7_'07 FLORIDA Ue,144167 P.E. SEALJSIGaA"it1RE/DATE 5 SHS OF 20 -- --- - - - -- --- - --------- NCRET-ANCHORS ED C POURED W�E- (SEE SCHEDULE ON R C°'D BLOCK 1/4'o-20x3/4'S. CoNCR SHEEF 13) REOU62E0 \ , REOURED .T_� CONCRETE ANCHORS MACHINE SCREL•IS SEE SCHEDULE ON 7! l�; CONCRETE ANCHORS % 17 18 A TMf0.YE'(SEE UCiDAL•:c®oN 5HR7 7) / / SHEET 73) NUTS/@"t2'O.C, -...: I (SEE SCHEDULE ON SHEET 13) / ti�OR I^�¢ 'J�±` M'n. / / S.S. •J i/ Min. / T' _____ EQ EO� MACHINE SCRaNs �'EQ •% ' -- -- USING 1/4•-20 NUTS .1/27 % @ 12-O.C. fff ,1�2•. � E.D! ,:%/ ,' I tF 250'Mox. i' /R -�� (�` I 13 oR 15 -' I 13 oR 15 If ` E.0.. j t t .250"Max. E , r 250' i t /� / ' Mac E. t I I' •F.71+0.,•! OPTIONAL PTIONAL II i 'tal SWAP, R' , RT,9ASS(Sff 1� 1EL1ME9 r T OR L tN SFELT,9 ECR t • I E)MING RUN. SEPARATION TO CLASS 1 EKISTING c i LE SCtEDLRE ON SHEET 11) Litres LDeQ MDR.SEPARATION TO GLASS 1 Gf.A55 (SEE SCHEDULE ON SHEET II) It EALSTI'C , r GLAss--'J @ V WAL! H L TIO HV WALL HEADER INSTALLATION g HV WALL HEADER INSTALLATION + KEYSTONE EDUSTING _ ) MIN.SEPARATION TO GLl55 W1 SE'"°°' i OR �� L , onsTl�c I (SEE SCHEDULE ON SHEET I1) 1 70 MAW ISEE i t 11 RfI.Y,SEPARATION TO GLASS t I T —; '-f S ON SHEETSLADE 9AYD ., 1�, `(SEE SCHEDULE ON SHEET I1) I GU155 i Or SIB 19 PoR HISS S.LQ OPTIOTb1L OPTIONAL4, i� lfox. 1 13 ]?15 E D.-( %'" %/ M i i d ER /I iv i I i • I ,1 2'•` % I ,' EQ- ;t �0 14 i :"�_i-____ o-iOx3/4'S.S. � : �/ RUn. ' / ----� ET2,_PHRUPS TRUSS HEAD 1/410-20x3/4"SS.PNIWPS \ /' 17 T H MACHINE SCREWS USING i r ;�•, _ CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS i�'1.' �-CONCRETE ANCHORS 1 I. 1 1/4'-20 NUTS,@ W O.C. c 2S (SEE SCHEDULE°N W/1/4"-20 NUTS®12'o.C. + ... (SEE SCHEDULE ON SHEET'13) _ wn. POURED CONCRETE SHEET 13) POURED CONCRETE._J I DR CONCRETE BLOCK OP,CONf.Yt_RE BLOCK ---'--'' NCRETE ANCHOR$ REQUIRED WALL REo7f:RED C) HV WALL SILL INSTALLATION POURED CONCRETE (SEE SCHEDULE ON Q HV WALL SILL INSTALLATION SHEET 14) OR CONCRETE BLOCK WALL REQUIRED L1 HV WALL SILL INSTALLATION NOTE FOR m'.1BMA"ON OF SECTDYS: INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER •E. D.=EDGE DISTANCE ASSEMBLY ♦SEE LIMITATIONS OF USE FOR r� 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIETCATtOTtS QTs SHEET 13) ELADE ON SHEET 19 \j HV B LA D E IN AM'WAY TO SUIT ANY INSTALLATION. J, /�rp N A 71 FLORIDA.BUILDING CODE(Non High Velocity Hurricane Zone �` :`�jCENs` ',•�� 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. F BERTHA HVTM A.s.s.a. Accordion Shutter System • � /ILE C o �N G. H.V. MADE#, W/DR W/0 H.V.wtMoH MADE A� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.No DESCIDPnON DATE DRAVRI Br: LC. 1 �j�+•'•_( n AL 6355 H.X M: St.St..:05,AMWA GARDENS,FLOMCA 3316 Association, Inc. I OLD 15-OB5 7/27/L DATE 07/27/17 ♦� '-RID, Phone:(309)871-1530.Fax:(305)e71-1537 t Pal W Beach, Drive 2 DRAWING No p�} G 11 a-mac e9eeeoCoaLaam West Palm Beach, FL 33407 a S�QNALtiN 'f ES-0006719 17-107 /�//////r•'r� N'AL7ER A MLR Jr.P,E, a P.E. SEAL/SIGNATURE/DATE FLORIDA Ua.p 44117 5 SHEET e 6 OF 20 _POURED CO: ANCHORS_. u•L SLMP.1t.'OL �I♦ v I M SEPARATION v 1 10 CLASS CONCRETE i(SEE SCHEDULE ON SHEET 13) ��G�)s� t` 1 OR h E .0 c i 1 !-(sp o:, P.ECUtRED % %_.. E OF M CLASS 'a1 s¢i eta oaf } -� ' / D.* APPLICSLABABLE Gl(6T1KG� Dptt5W4Q 'v. �(sa ET:nrnt. ;T t ..•!. �'/.,; GLASS ALII]1NAIE JE EXISTING "'`� `/•, �`/'/" r 'Il /' % ANCKGR GLASS vt, LOCATION i' I 4' WASYLR i i i i i �% i i I i' •,. / y410x3/ HEX 1 / ;'i �/'• EDGE OF 11 cd2 13 aR 1$ lfB'LLEN. TEK SCAEVS @ t2•G.C. , _ 8 �t-`.'•i %.' /"���'/'' SLAB IF v w 7/e'1 n�. L!� CORCREIE A.`ICHORS v r' � �/ `/',' �// I / �.' i/ APPLICABLE 11 6 7 (SEE SCHEDULE ON S 13) I . f E .' OF i•�, �•�i/`�i FROSTING ,I i ;I, ;'111- /; %/'�//' ,/% IF • /, f D�•i . EDGE CF `f^ //,..' I '�I d _ �r` `/ / tGBLE GLass� SLAB IF^-i If.•' 1 I% 1/2^- -1,�•,'� '`� ; '; ,ra RPA a ; swa IF APPLICABLE r•.:'-:' k-PUCABLE �D / �— POURED FLAT HEAD CONCRETE ANCHORS ' G� /;/ ..4,: ., CON L D. CONCRETE (SEE SCHEDULE ON SHEET 14) /�' / ,.' ! ,. .' J" REQUIRED ♦ POURED --�=�._ - • a:QtN FIAT HEAL)CONCRETE AN s a�xa TOR REQUIRED Q E,Q._ _� (SEE SCHEDULE ON sH u> I1 TRENCH INSTALLATION VAUD ONLY FOR UP TO +70. -75 PSF AS.D. IQ HV FLOOR INSTALLATION t HV WALK-0 ALLATION SHEEDNULPEREs,SMM 11&FOR SPANS PER © HV CEILING INSTALLATION C.lA•SS--J vncMN fF COHlCRfTE AAT:HORS(SEE SCHEDULE ON 1/4z mr p �'GSHEET 15) AFfNE$,KVA"DfMWEXSSTITIG _ TECKIOL=C R 1/4•a t oam 5 EXLSIQIG'—i ra,.�.wdpl ro cwK � '�SL1 , FASTEND6 tPFFcR.ARCri�S Cv/ 11A7f. EnSTING_' . GLASS v t%' 1 3 a•1Fx DASEDkalT o 6' 1(RL so-:vlxa a,e+Ee,10,.' a F6vrrah m / GIA55' • , i ��ai[:�eiVL C+91'[,1t) I 1 0.G.FOR ttP TO.S LA s`WCER Tno HAN I(t 1.O.C.FOR SPARS 1AROER I RY 1/4- 1••' 1 �NT AX PAW 0 57 N W-10 -t oFET i1 FOR LUTABONS) 3/a $1QcTf4•HE �E..U.".' { I 1 W/SHER HEAD 1 Cc;a.SFA:AHT r ' I I wa I I i�r-TEK SCP.E775 ,1 1 3 s' e tz'oe i 1 �a. 8 . §14x3/4^ HEX HEAD /J/,f �.� I /r • +' 1/4'a-10r3/4'S5 nus s Jam_!_-_ 1 7 4• t,FJ.�t/4'e-20 RtttS TEK SCREWS®4"0.C, v ��(114x3,(4'S.D.S. L 1 1 ,t , •, OR 1/4"0-20 SS.ILLS. C691CREFE SCHEDULE O5 6 - - 6 7 L 3J r` Max. I%): -. ;', o Mas (SEE SCHEDULE ON �1[2 W/NUT O 9'G.C. ! - WALL!G ea,6RRlICW. iFF----- SLEET 14) R 18 . wau TRnA<oEcoaurvE O '1=• E.D. 6RL) EDGE SLAB OF I• �,• ` S r; •� \ �.�14x3f4•F.H.5.0.5. tf€N..`. POUFiM CC WE 7fa'•-2 t 7/6' �' APPLICABLE`f- l-.CONCRETE ANCHORS �E'NOTE T3(U) r 1 � \\`-cQ NOTE 13(n) � POUR:E¢ POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 CURED CONCRETE ON SHEET 1 OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK REQUIRED REQUIRED MO KEYSTONE MOUNTING INSTALLATION OPTIONAL-) POURED t�K HV WALL FLOOR INSTA TI N Q ,HV WALL WALK—OVER INSTALLATION aUNW Swum CE.,LN PW-.D' "6`•-7z o't CONCR 4A'Gfil®1 SHURER SPA!!B"-O- REQURED O HV RAINGUARD INSTALLATION tt THIS INSTALLATION NOtF• NOTE FOR CODRP)AT10N OF SECTION t REMOVABLE MEN PERFOLRBEO E.D.o EDGE DISTANCE ADJACENT TO AN OPERABLE['7OT ♦ SEE L:J1T.4T10NS OF USE FOR I-LIEF SHEET 4 FOR TYPlG1L SHEICTER ( SPECIFICATIONS ON SHEET 13) OR ENTRANCE SLADE A ON SHEET l4 INSTALLATION DETAILS W/ W HV BLADE ASSEMBLY e - IN ANY MOUNTING O SECTIONS CAN ANNsr6aiAnorL�� +++++ �•'{�A.r ' FLORIDA BUILDING LODE(Hon High Velocity Hurricane Zone ,F1 ,••`,`c }yS• ~ 02017 DLTECO•EIG ®ZD17 EASTERN METAL SDPPLY,INC. BERTHA(C' TPA U. A S S A Accordion Shutter System . g s L E C Q NC. . . f H.V.aanE#1 W/M W/0 H.V.WIMOW(ODE -n American Shutter Systems p'•, i TILUT TESTING & ENGINEERING COMPANY y DES15-0 N DATE DRAWN 0 7 6J35 N.W.351h.S1..$t..A5,u@PMA GAFIDea FLORDA 371E Association. Inc. , OLD 1$-Oa5 )/z)/1 a+TE: G7/z7/17 'r URIt)P.• .4�.�1 4268 Westroods Drive z _ P1�QAA:(3os)a71-1530.Fax:(305)871-1537 DRAYANG No .-mat;On.:.*_LC.M West Palm Beach, FL 33407 3 :S�ONAL ENG ILL' EO-0006719 A 17-1 07 ` IIIIfff�rll WALTER A.$UT Y.P.E. 5 SHEET FLORDA U.@ 44167 P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 -- - -- - - - -- N WAL O T 0 S SEE NOTES ON LOCKING RODS®.HV LOCKS(D ur 5. IN - INSTALLATIONS WJ 1 HV *BLADmv ESERNATE w LOCK LACK DUAL HVF IS IS oti VAUD FOR ALL OUT 90. E70STI.\G GLASS BLADE Wj HV CENTERMATES CENTERMES APPMATKIN KITH EIADEO, t OR 24 SEE END WALL CONNECTION VEXISTING GLASS DETAILS ON SHEETS 10 & 1 ti -7 --- ------ ----- ----------t----------- 1/8'.v-2 I ®'®a 19•©° 19+tDS 7- 6 1/2• 7. (5063—i6 ALLOY)AEMU ®+® OPPOSING ; SYMMETRYCAL ANGLE.7/(2)t/a'o UP=AttCHORS TO CONCRETE CENTERMA-ES CENTERMATES MIN.SEPARATION ) - (TOPlEarra�t)s a10.3/a•SAIS_6 12' /j( W HV LOCK 4 or W/ HV LOCK aor e To Goss (4)B76.1/2•H AN O.C.FULL LENGHr. ��« * (SEE SCHEDULE AT��M )� ! � 3 ON SHEET i t) 5 ---------- ` - - �- ----- --- - ---- - -- --- ----� -- ---- - -p O10•®R©'O3 ©1 -©1 as �� HCHVB OUT V HVA �� cxtss —POURED CONCRETE EILOC TE oR ©'O'©a'©'O'p l 1D�pev©+pca11 I1+®a REO BLDCK YlALL �x NG�'®��'�"®'��`� SYMMETR C IN r�'�7 '6.29'Q'@8� PAIN.SEPARATION �g ..®�®.®�t®•Q5-1�iASTs J� CENTERMATES* 6 ©'®`"T©'@-@-0`� (SEE SCHEDULE 5 -T DPi 0NA1 Ott SHEET 11) % Wf HV LOCK � g . gEN 9+ 3�1 5 � ----� INTERIOR) O © O O ®'O * NIN..S P TION TO GLASS I aF110NAL _ _ _ (SEE SCHEDULE (INTERIOR) T, —.. j _�._—_—._ OtT SHEET I i) ^U 1 —f.- CO i O __1 CONCRETE' 1 , ANCHORS 16, O.C. z ----- -- 5 p ` 3 VARIES .� c * VT / ) �u 0 U T 6 1/2'LLAX.su« ouT '- (EXTERIOR) HVE HVE** HVD ,��%'''" " -. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO,INC B 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM r" S -TI L I E C O I N G. ASA KV AIDE#1 W/oOR v 0 KV.W DOW MADE t � * American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY ICY. DESCRIPTION DATE DRT-- 0 L.C. +° 63ss U .36A St_fits M VOMM DARD35,FLORZA 331 AssocFation, Inc. I OLD 1s-oEs /z7/tt DATA o7/27/t7 ,� .• + 4268 Westroads Drive z Phone=(305)871-1530.F..:(305)871-1531 DRAWING No A t' \ 171 -a:VIt°e. West Palm Beach, FL 33407 a 17_.I�7 H4 A1 L�� E6-00067,9 y R'ALTER A TILUr JR P.E. pf7,1�rrl FLORIDA Lie.B 41167 5 SHEET P.E. SEALSIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W_/HV "T" LOCK 0 HV MALE.ZFEMALE "T" LOCKS CENTERMATES d)9 & LOCKERS It W/I HV BLADE 5EE END CONNECTION DETAIL ON SHEETS 10 & 18 INSTALLATION n HV BLADE oUT IN �E��G ElADE�SADR DT,a HYF,NO.--kTM o,sus, W/ HD CENTERMATES 1 10 PS W111 AS Ua VtSAL FLOATING ELIDE WEOO DEFAL 14'O-KHO. =CAIM ON 11 w�a©•Ow`''w'''•�� WSF MN DEM SHEET. hVG ,V N WS vt•TM" � � SEE END WALL CONNECTION I i10•®w�-®"©•�w DETAILS ON SHEETS 10 k_18 (EO I ur.LE x/(2)/cz1 1i. 7�1 Si- ,1 •® 35* * 35 A r �cErc I (Dv-- ---------- --- 4 - --- --- <. (oPFlavat � (4)aimi/z•sLLs 10 TlJS jat@r"3/4-sus.o,z• P 'GM 0>r) � OO W E FVLL LEND . * IN 0)N.v, IN (4)N.V. 3 1 1[A SFyv rv: ,� 30 HV "T" PN$(TIP.) �/.. Puffs(iTP.) sash LOCK (INSIDE) 1 — INC cr qua i) 1 — - - - ------- —, - —�e — — - - — - - 5 � OUT 31 aR®-r "3S 31 oR®2 31 DR 3�2 / 31 DR©2 ,�' * 36 *SEE.CIE 8 FOR FIY LOCF: 1/4" 0-20 x 1 1,2" S.S.M,S. 35 (oP1xNAL) • * W/ 7/8"6 x 3/32" WINGNUT. (Opmwa B-H B OUT HDC—HVC Y LOCK.ON 51rFf 5. ©HV "T" LOCK (OUTSIDE S YMMELRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES 0 ) 26 W/a_ L�(EXTEFRIOR) W/ Q LOCK (INTERIOR) '1'SERIES 9444 4LNfSdLU •�'rLTV/V�*� (2024-T3 Y OT)URGE FLNC E IRU F,PANG 0320. PS UFACTe0 Ol ANEL CKERY lxOF".PARSPPEIY.KEY/.ESET '-©Ot0 w•.O®®ww"©®©•w'O1O.O w••®®07054 OR I O d•w"® a EDUAL 3 *`-EE M1UfES CN t1rJr�G FOGS®tr eO®LOCK d--T 5 v/tArRFC FL CPTJJ,nES M.lCIiL:+SNwM1M EULCQ HDD—HVD** FLOATING STACK aa. Fl��'�' 9 )' RDRIDA BUILDING CODE(Non High Velocity Hurricane Zone N 02017 TRTECO.INC, 02017 EASTERN FIEFAL SUPPLY, INC, ���fNSF Z�EGO BERTHA HV TM Accordion Shutter System i NC. . . . . KV. I3"#1 W/OR W/0 RV WINDOW MADE • TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems R D¢cRIPnDR DATE DRAWN W. LG � �' ,b s35s n.w.39en.s1,S a !D>.\VA[vl GAROENS.FLO.fWA 331 Association, Inc. 1 OLD 15-085 7/27/, D.vT 07/77/17 ,` I PNane:(305)871-t530.Fax:(305)871-1531 4268 1"lestroads Drive z DRAWING No s/�l�faL \,�\1fIt a-m j:t1te 0c Lco `Nest Palm Beach. FL 33407 3 1.7-1 07 11 W'ALTER A.TUXIT,1..P.E. A P.E. SEAL/SIGNATURE/DATE FLoR`Lk-j i41E7 5 SHEET 6 9 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE OURED CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK VIALL REQUIRED OR CONCRETE REQUIRED BLOCK WALL REQUIRED .V; BLOCK WALL REQUIRED TING GLASS C _R6E ANCHOR" EXISIING CLASS ONIC _,C V 16'D.C. EKISTING GLASS > •2' EXISTING GLASS Lqu SEPARATION 2,MIN <1 TO C4ASS gE VN.SEPARATai A SCHEDULE ON ShM7 EQ EIQ TO GLASS(SEE i I i1i�•" !M SERARAWJ 11 FOR BLADE(L)= TO GAS(SEE SCKEDLPE ON SHEET MAX. ON SHEET ;bR SCHMULE ON SHEET TO MASS(SEE 11 FOR ELAVE(DAND (6063-T6)CONT. BLADES I I FOR BLADE(DAND SCHEDULE ON SHEET ON SHEET ON S-W 19 Fat pa (LOCATE AT 19 FOR ALUM.CLOSER BLADES &(D au is MR PLATE. (LOCATE 1/2 8LACES(D&0 BLADES Q)&Q OF 5) All EITHER SIDE 1/2-NW, OF(D) 4 USE I'OR 2'MAYL 7 #10.1/2-S. #1100/2-S.M.S. -—-—--- (AS APPUCA2LE)x2'x1/5'.0'_2' a 16"O.C. _:f ALILLUINU14 CUP ANGLE a 16'D.C. (6063-TS �M JI/ 4 -JI/ ALLOY)A AT LIGH IG_-y S.To®zIt (2)1/40 TAPCONS ANCHORS TO SEE DETAIL CONNECTION WALL AT 1'O.C� (LOCATE AT SIDE CONN ON 1 OR @r EITHER SIDE OF(E)) I OR & ECTI d OR X& SEE DETAIL X FOR O OR TO TRACKS SIDE CONNECTION •OmOn • SEE DETAIL X FO 4 @)TO TRACKS 6 7 8 0 SIDE CONNECTION .Q. L 0. 16-0-0-0-0-0- TO TRACKS 10 01). -@-@-0-0- @-0.@_@_(Z)-@_ r,:7 0_0 @_@-0_@_ END CONNECTION DETAIL(1) ENO CONNECTION DETAIL END CONNECTION DETAIL(1) END CONNECTION DETAIL(1) POURED CONCRETE OR REQUIRED ONLY FOR SPANS GREATER THAN 12--o. EXISTING GLASS CONCRETE BLOCK V'gt,L EXISTING EQUrRED GLASS 4 Z_ _R_ Wt SEPARAZON TO QASS(SEE O Is, O.C. 14M SEPARATION —-—-—-— SCHEDJUE ON SHEET TO GLASS(SE 7 � IOBAX OR@ORqORII FOR BA—(Dms CONCRETE MIN, SCHEDULE ON SHEET =E--------- ON SHOUl 19 FOR ANCHOR 0 E BADES 12"O.0 ' 19 FMORAD OR@OR90R @@ OR(D 1/2' 4 EO JL OR(g)CR(DOR 2-MIN. • 2'MIN. ♦ SEE U S-F USE FOR BLADE @6R@.R(q.R(qOR(@ VIEW OOR (Iis�l PLAN (1) L POURED CONCRETE OR OR & CONCRETE BLOCK WALL END INS TRELATION REQUIRED 7�1 DETAIL-0-@-0-0-@- HV� BLADE OR 04) BY WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. E CO NECTION DETAIL DETAIL FLORIDA BUILD111 CODE(Mon High Velocity HurriCOne Zone�, .k—OaN E-CIM . .......... 020117 TILTECO.IfIC. (9)2017 EotsTERN mErAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System /T MCOm A,S,S.A. KV. BADE#1 W1 OR W10 H.V.WINMN B!" Shutter Systems TILUT TESTING & ENGINEERING COMPANY ZEV.k DESCRIPTION DATE DRAIN By. LC. 4 Association, Inc. =5 N.W.WC,SL,St..305.MR.M CWZDD1'%FLOP. 3316- 1 OLD 15-085 07/27/1-, 07/27/1 !'1rj0Intk z F-:(305)871-1531 4268 Westroods Drive s — • Wo -ma tatecoewL m West Polm Beach, FL 33407 —3 --DRAWING No ro -00067 9 -%"ONAL VN.ol" VIALTERBA.TrUff.1,P.E. 4 — 17-107 FLORMA U. 44167 5 — P.E. SEAL/SIGNATURE/DATE — SHEET 6 10 OF 20 SCHEDULE #T SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+-OR 'L-' A'.4)4MUM SHUTTER SPAN* 'L+' -.WI AUtA SHUTTER SPAN*"L+" - NOTES: 1t.. FOR INSTALLATIONS WSYMMETRICALQR `I,-" (ft. FOR IYttAL14TION LFfEND ( ) �— ®/ ) R "L (ft.) INsrN LAT1oNs TENT RM TES. & or or�a E,NSTALLA7TQN5 Y!/ 1Y t CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN V!%ONE H.V. LOCK or or�c7-4lar CENT & W/ ONE lid LOGIfS AIANSORY POSITIVE A.S.O. DESIGN PRESSURE RATING. �Hc OR W� NO LOGKIt`tG L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE HD LOCK 14 W/ NO LOCKING PODS ar ONE HV LOCK or ar {�L A, 0, C, D, E, M, N, 0, P, 0, A.S-D. DESIGN PRESSURE RATING. CENTERIAAT3 280 29 W/ ONE rt/ NO LOCKING RODS� pDS MOUNTING F. K & L R. S. & V. F©'T" LOCK 30 Vl/TW0 LOQNG (SEE NOTES 1.tt) {VA 10 FOR Lti UNStNG U (2) PROCEDURE TO DETERMINE MAVOMUM SPAN FOR RODS 35 TOP & BOTTOM MSEE I SHEET 7) FLOOR/CEILING G. H. 1, 11. J T. U. W & X WALL MOUNTINGS (TOP/BOTTOM)OR FLOOR/CEIOHG: M�t7Fc CONCRETE&WOOD MOUNTING C073CRc-Sc&'LOO t:(STALlA710;S5 V CTALLATIO & M vlxuuM A cam, INSi tAn NS ASq wKw INSTJd.tAT10`t5 GIVEN A POSITIVE AS.D. DESIGN PRESSURE DOLE.RATING, ' R MESS-: WALL uOUNnr:C. PRESSURE DETERMINE AWXIHURI SPAN 'L+'FROM SCHEDULE. AP.E'SSU'"E WALL![OU1RlNG FL00P./CEIO1hG � x wr.* FLOOR/CEILING H-OLIWI%* GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE.RATING. PWa1uMx) MOarrING (o-=r3 FLooR/cEUINc MOurRLLVC (BOLD OR DETERMINE MAXIMUM SPAN `L-"FROM SCHEDULL� (+CR-1 FLOCR/.ALL MOUWWN I�, L+ ) L`ttt) L t Ctt L^(tt) INSTALLI-MATIONS SHUTTER SPAIJ AL+'OR MITE FOR tN5CAE417tONS INTO WOOD SHALL BE LIMITED 70 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES t6'-0' 16'-0' 16'-O• ( 96'-0" 30 16'-O' 16'-0' 30 76'-0" t6'-0" 105 p_t.A.S.O. DEStGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND `I 35 14'-10' 14'-70` 15'-2- I t6`-0' 35 I--i0' 1<'-10' 35 15E-2' 16'-t0" 40 13'-10' 1S-10' 14'-2- 15-2" 40 13'-10" 13'-10' 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IS-1' { 13'-1' 13•-4- I 14•-3- 45 13'-1" 13'-1" 45 13'-4' 14'-3- 1' HY CORNER CENTEP.MATE J°3 MAY BE USED AT ALL W1 FL OR/C IN BETWEEN WALL AOUNTINGS MOUNTING INSTALLATIONS LOCKING SPECIFICATIONS VJ/FLOOR/CEILING MOUNTINGS: 50 i2-5' i2'-5' 12'-E' I 13'-7' 50 12'-5' t2'-5' 50 127-3- 13'-t' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 55 it'-,0" IV-10' t2'-1" 12'-t T" 55 ti'-t0" t1'-10' S5- it-1' 1'-1l' FOR A GIVEN POSITP/E AS.D. DESIGN PRESSURE Tp'-2' t0'-11' NOTE(T5,SHEET 5. RATING: TC-4' -- 60 DETERMINE: 65 t0'-10' 10'-90" ii'-1" 19'-tt' 65 10'-10' 10'-10' 65 9'-.i" 10'_1' Lt+= MAX. SPAN FOR WALL VOUNTING INSTALLATIONS. 70 16-66'_ 10'-5" TO'-9' tt'-5 70 i0'-6' 10'-6' 70 W' 9." 9-4' L2+- MAX,SPAN FOR FLOOR/CEIUNG MOON Ti1G _ 75 -To-1; 10'-t" t0'-4' P.T t'-i' 75 10'-t" 10'-1' 75 - 8''9" tt EXCPT THAT MAX2..^.:M 54LOTER INSTALLATIONS. 80 9'-70' 9'-,0" tD'-0" t0`-9' 60 W-10' 91-10' SPAN'L+'OR'L-"AND AAXIMUM A.S.D. DESGG FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-0 9•-9' t0'-5" 85 9'-6' 4'-fi" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3- f 9'-3 9,-5` t0'-1' 90 9'-3� 9'-3' OR CONCRETE BLOCK SHALL BE LLUTIED PS FOLL07J5: DETERMINE: _ I- CONNECTIONS TO KEYSTONE MOUNTING L— MAX. SPAN FOR WALL MOUNTING INSTA�iTONS. 95 9'-0, 8'-9' 9'-2' 9-TO_ 95 _ B-0' 8-9' LTLt.RED TO +64,-72. 9-f. AND 8'-0" SPAN, SEE L7-= MAX,SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4" 9'-0' 9'-7 100 B'-9' 6'-4' MOUNTINGM ON SHEET 7. INSTALLATIONS. 105 8'-T 7'-t 1' 8'-9" 9'-4 105 8•-7' 1'-i I' 110 6'-< 7-T 8'-T 9'-2" 110 8'-4' 7�-7' FINAL MAXIMUM ALLOWABLE SPAIJ 15 -AND 'L - 115 6'-2' r-3" 8•-4' 6'-t1" 115 8'-27 7'-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN •L,+; 'L2+". 'Lt- AND 'L TO 120 8'-0' 6'-I i' 8'-2" i 8'-9- 120 8'-0' fi'-it' (4) GO TO ANCHOR.SCHEDULE 19RH FluAL fA.NLBAUM 125 7'-t0' S-8' 8'-0' ( 6'-5" l25 7'-l0' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.O.DESIGN 730 T-8" 6"-5" 7'-10- e'-1' 130 7'-8' 6'-5" PRESSURE RATING TO DETERMINE RIAXIMUM ANCHOR WIND ZONE MINIMUM SPACING. 135 r-7' 6'-2- 7'-9- r-9- 135 7'-7- e'-2' ASTM E-1996 SEPARATION 140 7'-5- 5•-11- 7'-7- r-6- 140 7'-5- 5-11 TO GLASS 145 7_3 7'-V' 7`-3' 145 7'-3' 150 7•-2" 5'-7- 7-4` T-0' 150 7'-2' 5'-7» 155 r-0- S'-� r-2- 6"-9' 155 7'-0' S-5' 1 THRtI 3 1•• 160 _ 6'-11' 5'-2" 7'-1- 6'-7' 160 6'-11' 5'-2- 165 6'-10' 5-1' 7'-0' 61-4' 165 6'-10- 5-1' 170 6'-9' $-tY 6"-IT- W-2' 170 6'-9' 4'-il• ISO 6'-6, , 4'-9' 6'-9- 6'-0" 180 W-7' 1� H V B LA D E 160 6'-6' <'-B" E'-&' �-t0' 180 6'-6' 4'-8" 185 6'-5" 4'-6' E•-T 5'-8' 185 E'-5-_ 4'-6" - ISO 6'_4• 4'-5' E'-6' S'-fi" -z1945s 666'''--32' 444•''---321'"' 665'''---5<3''' I SS5"''---S3t"'' 190 6'-4' 195 6'-3 44''--53' 20 6-2" 4'-2200 2 ' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TLLTECO.MC, ®2017 EASTERN METAL SUPPLY. INC. BERTHA HVTfA A■S■S■A■ Itv Accordion Shutter System BLADE#1 w/OR w/o H.v.NAKDON BLADE American Shutter Systems REV.N DESCRIPTION DATE OMM BY:U6(bV. G. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/1 DAZE 07/27/17 6155 tLW.3M-S1.,St<,305.VLQ=GNZO--N.RCfiDA 3318 a St Ppone:(305)871-1530.Fox;(305)871-t631 426E Westroods Drive 2 DRAWING No �,� a-moJ:1a1<cam:oicom West Polm Beach, FL 33407 3 17-107 -<9. NAL��G EB-0006719 4 WALTER A 71L11 Jr.P.E. 5 SHEET FLOMDA U..LF 44167 P.E. SEAL/SfG06RE/DATE 6 i t OF 20 • f}7 . � :Ill ":}le :1�. :.i• •::}'•>>. ..• .11i lf' 7•: •� :il •: h•. .:it ��n mmmo 'm°:,©©m®moo ..mm�oomc� . '.. .'moomm�m�m•�„••'m � mm>,a>onnna0mm�a>val�om>�mo>Qnc�>v�um>inEmc�roamIDmonon0000000�= o© mmmo>nnnommmvv oommmo = mnommmonuoammm 000000�a no ! 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SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUMING TYPE FOR CONCRETE OR CONCRETE TICK IN5T MMONS (SEE MOWVnNGS 6 C,&H ON SIZE1S 6&7) L ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCREIFJ CROCK POISED CONCRETE (A) TO EXISTING POURED CONCRETE:(L6n.Vc=3 kgi) OE WALL SILL MOUNTING ©CEILING MOUNTING 0 FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT.W,BWLDEX.(Min.Pc=3 lal) SPAN ANCHORS SPACING LEGEND - 1/4'0 A 3/4'ALL POINTS SCUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. (Min.Ye 3 I6.1(ft) AUSD.DESG+xTGONE LSD.DESM MGME FEES$M RAIM a9 DEM WrATNE RIIISME PAYAG _ Tle"CON OR - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.t•c =2 ksi) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECtALTY TAPCOY PATH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AdERICAN SHUTTER SYSTEMS ASSDUATiON,INC. /4 12 tO-9 e 8 6 55 14 /2 lD 9 8 e 6 6 to I2 l0 9 B 8 6 6 THREADFORMI TECHNOLOGY Myt,Fe=3 ksi 3-O' T4 t2 10 9 e 8 6 6 14112 10 9 8 e 6 6 14 ,2 10 9 fl H 8 8 ALL P09dT5 SOLO-SET ( ) OR 14 t2 t0 9 8 8 6 6 14 12 10 9 B B 6 6 l4 72 10 9 e B 8 5 8L�TAP 1Y/CAP NOTES 14 22 10 9 e e 6 7 Ta 12 10 B B e 6 6 14 12 t0 9 e B 6 6 At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON PITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 t0 9 e 7 u 33 14 12 10 S e B 6 6 14 12 10 9 8 8 6 5 �P''�+ ANCHORS IS 1 }/4',AND FOR GLUE TAP W/CAP ANCHORS 6 1 1 2. 4--0' 14 22 10 e B e 6 6 14 12 10 9 8 8 6 6 la 12 10 9 8 e 6 S.S /• 14 i2 10 9 e e 8 4 1♦ 12 10 9 6 8 6 4.5 14 12 10 9 e 6 4 3.5 A,2)MINIMUM EMBEDMENT OF 1/470 A 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT t44 12 10 9 e e 6 45 N 12 10 9 B e B 35 la ,2 10 9 e B 6 45 INTO STUCCO SHALT.BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1 2•TONG MINIMUM SHOULD STUCCO 14 iZ TO 9 75 55 35 - 14 12 10 9 B 8 6 6 14 12 LO 9 B 7 55 a •SEE trcaiTq^Wt6 Cr USE FOR / 14 !2 IO 9 B 8 6 6 14 t2 10 9 B 8 0 35 14 12 10 9 B 8 6 ♦.6 BtAM M4 skm 19 EXIST.AND 1'MINIMUM FOR WALLS YIRH NO STUCCO_ 14 /2 SO 9 B 7 4 - 14 12 to 9 e &S 5 AS 14 i2 10 8 aS 1 9 3,5 1] A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 To 9 L 75 45 - 14 12 10 9 8 e 1 6 14.5 14 12 110 9 1 e 1 e 4.5 175 ANCHORS SHALL BE LONG ENOUGH TO REACH THiE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 t2 9.5 7.5 g5 4.5 - - 14 12 10 9 B 7515.5 4 to 12 10 9 e 6 45 35 NOTES A1)&A2)ABOVE FOR NSTAUATIONS ON VINYL sIDING OR Eff5 WRH OR WMIOUT METAL STUDS CONSULT THIS ENGINEER FOR I4 t2 t0 9 8 B 6 - 14 12 10 9 8 B 1 6 5 14 12 110 9 8 6.5 S AS INSTALLATION INTO EIFS IM METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 1 3 - 14 12 10 8.5 7 5.51 4 3 14 12 B PIS 53 4 3 T4 12 10 9 8 6 - - 14 12 10 9 8 65 5 3.75 14 12 10 85 6 5 4 (8) TO EXISTING CONCRETE BLOCK:(ASRA 0-90) 14 112 1 8 6.5 55 3 - 14 12 10 9 8 65 4.5 3.5 14 12 10 B 7 5 AS 3 - 1/4.0 TAPCON OR TAPCON WRH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 7•-O' 14 t2 10 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 iD 9 7.5 A9 4 3 - 1/4'0 A 3/4'ALL POINTS SCUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 1 12 40 8 65 4 14 12 9 75 6 f5 J.5 14GS 7 3.9 4.8 4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.. - - - AS - - - / t4 12 SO a3 T 4 - - l4 12 10 9 75 SS 4 - 14 tZ e _L 75 4.5 - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY L6 17 T SS 4,5 - - - 14 12 10 9 75 S.5 4 - 14 12 -97 7 6 4.5 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED Y.DH THE.AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. s.-0. 74 12 TO 9 e 6.5 - - 14 72 10 9 8 6 4 - 14 12 10 8 65 5 AS - NOTES 14 12'S.S9-9 7 SS 3 - - 14 12 8 aS 35 a 3 - 25 95 6 6 a 3 - - BA)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP IV/CAP ANCHORS AND TAPPER+ANCHORS S 1 1/4'AND TAPCON to .5 65-7.5 6 - - - 1♦ 12 ss 8 65 5 - - 14 12 e 6 6s 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS S 1-. IS 93 63 5 ]5 - - 74 12 10 a 65 5 - 14 12 B a5 5 ♦ 14 IZ 10 9 e - - - 14 12. 10 9 75 4.5 - - 14 12 85 7 3.3 a - _ _ 8.2)MINIMUM EMBEDMENT OF 1/4'0:3/4•ALL POINTS SOLID-SET ANCHORS SHAM BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO /4 112 S 6 . - - 14 11 L 55 5 3.5 - 11 a 551♦5 15 . - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 B a5 4S - - - 14 12 9 7 SS ♦ - - 14 1It 7 55 6 &S - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. lt5 65 53 4 - 14 12 9 7 6 4.5 - - 14 1l 7 5.5 4.5 Ag - " 14 12 10 9 T.5 - - - 14 t2 [0 8 65 5 - - 1{ 12 B B 5 4 TO•-0•- &3)IN CASE THAT PRECAST STOW-PRECAST CONCRETE PANELS,PAVERS OR ANT VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 105 7 5 3.5 - - - 13 95 &S 5 4 3 - 10 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE REHND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 It 75 55 - - - - 14 1.5 9 5 5 ♦ - - 25 AS 6 5 ♦ 4 - - NOTES at)&8a)ABOVE FOR INSTALLATIONS ON VINYL SIDCAG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER IDS 8 5 - - - - - 14 12 a a5 55 4 - - 13 TO 65 S 4 3 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. T 1•-0' 14 12 10 - - - - - 14 12 9 7 6 45 - - 14 105 7 5S 45 35 - _ 12-S 95 5 - - - - - 12 9 6 4.51♦ 3 - - 9 7 45 3s 3 - - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICA710NS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 105 7 5.5 4.5 - I- - its as 65 4S&75 95 7 45 - - - - - 14 INS 7.5 6 5 - - 12 9 6 l5 4 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EOJ VERSUS SPACING RELATIONSHIP FOR ARMORS. t4 12 t0 - - - - - 14 12 a a5 SS - - - 13 10 65 5 4 12•-0' - '• - EDGE DISTANCE V RS a SPA INS c H D Uc FOR AR HORS 115 85 45 - - - - - 11 B SS a 4 - - - 8 6 4 4 - - - MAXIMUM ANCHOR SPACIIGS ARE VALID FOR EDGE D:STACES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING T35 95 6 - - - - - 13 95 5.5 5 4 - - - OS 8 $ ♦ - - - BY MULTIFLWNG SPACING SHOWN ON SCHEDULE BY THE FOXLO¢ANo FACTORS. 9 6.5 - - - - - 14 t05 T 55 4.4 - - - tt a5 55 4.S 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM S4ACNG INDICATED FOR EACH ANCHOR TYPE. t3•_0• 14 t2 - - - - - - 14 115 7.5 6 5 - - - 12 9 fi 45 4 - - - ACTUAL FACTOR os e - - - - - - 10 9 s 4 3 - - - 7s S5 4 ] TAPCON WITH ADVANCED TAPPER + 125 BS - - - - - - 12 9 6 45 4 - - - 95 7 5 a - - - EDGE TAPCON THRFDFORM TECHNOLOGYI!ftT SET' BLUE TAP Y7/CAP 8 6 - -I- - - - fy 95 85 5 - - - - 0.5 7.5 5 4 - - - - V DE R DICTANC£ MIN.SPACING S4•-0' 14 tZ _ _ _ - - _ 14 105 7 55 _ _ _ _ it &5 55 4.5 _ _ _ _ E.D. MIN.SPACING=3' MIN.SPACING=3' t/Z' 69td SPACING.-3' 3 3/4' 4•TO 7s - - - - - - 9 7 5S 4.5 - - - - 7 5 35 3 - - - - V LADE W P cON�CRE�fEIL�RO K& I�USD 00.'fFFTE 00aQ3TE IX00E & P-CRETaEBI�&�m CONCRETE CO E EM ti5 e - - - - - - tl 0 5S 45 - - - - 9 85 45 - - - - - NCR ED_.3• trx FA•}1/T WL ED,.21/T M,L E0.eY MN.E0..3 1/T WL E0..21/Y 75 - - - - - - - 12 9 6 - - - - - 1.5 7 45t4 _ _ _ _ _ _ _ tys ,D 65 - - - - - GS 6 s - - - - BLADE WORKING 3• 1.0 _0.90 1.0 1.0 0.84 1.0 9 - - - - - - - 65 6.5 4 - - - - - 65 5 3 - - - - - IN UNISON ♦ 2 1/2• - 0.81 1.0 - 0.67 1M to _ _ _ _ _ _ _ os 8 5 _ _ _ _ - a5 6 4 - - _ - 2,' 0.71 0.517 - - - - - - t5 d5 SS - - - - - 9 65 4.5 - - - - I4 _ _ _ _ 675 5 - _ _ _ _ 1 /4 - 0.91 - - M43 - g _ _ _ _ _ - _ 8 6 a - _ _ _ _ 6 4.5 3 _ _ _ i i/2• ICES - _ - ICES - - - - -..tt_ '- _ FLORIDA BUILDING CODE(Non High-Velocity Hurricone Zone 51114 `�. .A A. / � L12017 TILTECO,IRC. ®2017 EASTERN METAL SUPPLY.INC. "�.�cf�+s••. BERTHA HVT,A • o !L E C O ,N A S S A Accordion Shutter System y ; ■ ■ ■ ■ H.V.BLADE#1 W/OR W/0 H.V.WNWW BLADE a = a �� t TTLLIT TESTING & ENGINEERING COMPANY American Shaffer Systems DEscPPnbH a1tE DRAWN BY Lc. O�; rA�% 6355 MM 369,,St.Ste.305.VWGI!A GARO],5,FLCRIDA 3316 As$ocio110'n, inc. 1 OLD 15-085 7/27/I DATE: 07/27/17 11:15)871-1330.Fa.:(305)871-1531 4268 Westroods Drive 2 .�R1DP,.. '��A AAA` e-T4E8146e19L.� West Palm Beach, FL 33407 3 DRAAWING No QA,.......... SO 1111 WALTER A.TILLR Jr.P.E. a 1 7-1 07 P.E.SE��4YY6/%hA gr� DATE. FLORIDA Uc,a 44167 5 SHEET 6 13 OF 20 f1A1:AA 1R4 irt 1 SCNEOULE FOR A GIVEbI MAX SHUTTER BAN, e c n DESIGN NEGA IVF PRESSURE RATING AND - (SEE k Il,K&L 04G TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS _ _ _ --_ (SEE e60tyymy5 h J.K&L O.4 SHEET 7) POURED CONCRETE PawUREWD CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEND NA>mNu 1 TTALK OVER 4 t TRENCN (g)RAIRGIIARI7 MOIAYI4`1G @)WALL/FLOOR MOILYTING ©IVALLAVALK OVER NOIJMPNG MCSliRIT� TAPCON OR SPAN gyp.fIS771 fM=.'E PWMF-E wONs(p.L50.E '7 hECafi'E e62R 9A 6 ua 0=9 NMW-1 FlnSSI6L RMQ(pt UO.QES'IX7 6EGMT PMM PA W(P:t TAPCON WITH ADVANCED (N 30 40 60 75 90 120 160 205 30 40 60 75 9O t20 160 205 3O w fi0 75 40 12a 160 205 30 40 fiQ, 75 90 120 160 205 TITREaDFORnt TECHNOLOGY _ T4' 12 10 9 8 8 6 6 12 12 12 12 12 15&5 " 7 7 7 7 7 7 bS 9 S 5 5 5 5 S 5 ALL,POINTS SOLID-SET 3•-0 l4 12 10 9 8 8 6 6 TT 1T 12 12 12 12 95 7 7 T 7 7 T T 7 7 5 3 5 S 5 5 S S BLUE TAP R LESS 14 12 10 9 8 6 6 6 I2 12 12 t2 /05 8 8 45 7 T 7 7 7 1 7 6.5 5 9 5 9 5 5 5 3 14 12 70 9 e 8 6 6 12 f2 ti 12 12 t0 75 B 7 7 7 7 7 T 7 7 5 S 5 5 5 5 5 S TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 IS 0.S 85 S 7 7 7 T 7 7 SS 4 5 S S 5 5 5 5 4 4•-O� 14 12 to 9 8 8 6 6 t2 12 12 12 12 95 ) 55 I 7 7 7 7 1 1 ) 5 5 9 S S 5 S b I4 12 10 9 8 8 ' 6 72 /Z 72 95 e 6 4.5 35 T 7 7 7 7 7 65 5 S 5 5 5 3 5 ! 3 14 12 10 9 8 a 6 6 12 /2 12 t2 TO 7S SS 4 7 7 7 T 7 7 7 55 5 S 5 9 6 5 5 S 14 12 iD 9 e B 6 6 t2 12 17 11 9 I 9 4 ) T 7 7 7 55 ♦ 3 5 5 5 9 S 5 4 ! t4 72 10 9 8 e 5 6 12 12 12 12 10 75 5.5 4 T 7 7 7 I T 7 7 5 5 5 5 5 S a 5 14 12 /0 9 8 e 6 6 12 12 L. 75 6 45 !S - 7 7 7 7 7 T 5 35 5 5 $ 5 5 5 5 4 SEE ANCHOR i4 12 10 9 8 a 6 6 7Z 12 1T 95 e 6 45 - T 7 7 7 7 7 SS 4 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 6 t2 1T 9T.5 9 7S S.S i J T 7 7 ) T 45 35 - S 5 S S 9 4S 3.5 - SPECIFICATIONS 6•-0' I4 12 10 9 e 8 6 6 12 12 12 10 a 6 45 35 7 7 7 7 7 7 T_ 7 5 5 5 9 5 5 5 5 ON SHEET 13 14 12 f0 9 8 6 6 6 12 12 a 6 5 4 3 - 7 7 T 7 7 55 4 5 5 5 5 5 5 4 ! 14 12 t0 9 a a 6 6 111 12 t0 6 6S 5 75 - 7 2 T T 7 6 45 - S S S 5 5 S {.5 14 12 10 9 8 8 6 6 12 12 10 a_85 5 3.5 - 7 7 7 6S 55 f - - S S S S S ♦_ 7 7•-O• 14 12 10 9 8 8 6 6 12 I12 12 85 T 9 a ! 7 7 T 7 7 7 7 6 $ S 5 S S 5 9 $ 14 12 10 9 e 8 6 s 12 Ito 65 5 45 3 - 7 7 7 1 65 5 3 - S 5 9 b 5 5 3.5 3 t4 12 10 9 8 8 6 6 12 112 a.5 7 5.514 - - z T T 7 7 5 - - 5 5 5 5 5 5 4- ,/ VALID ONLY FOR U? TO +70, ^75 14 12 10 9 8 a 6 - 12 12 85 7 5.514 ! - 7 7 7 S.5 45 3 - - 9 5 $ 5 4.5 35 - - PSF A.S.D DESIGN ?RFSSURE $,-0„ 14 12 10 9 8 8 6 - 12 /2 10.5 15 6 45 75 - 7 7 7 7 7 7 7 4 5 5 5 5 5 S 5 s RATING & FOR SPANS PER if 12 10 9 8 8 6 - 12 9 6 4.5 4 1 - - 7 7 7 7 5.3-4 - - s 5 s 5 5 + 1 - SCHEDULE #3. SHEET 11 14 12 10 9 8 8 fi - 12 11 75 6 5 75 - - 7 7 7 75 8 4'5 5 5 5 C5 - 14 12 10 9 8 8 - ^ 12 Its 75 6 5 35 - 7 7 6.5 S { - - - S S 5 5 4 J - 9,-O. 14 12 10 9 8 8 - - 12 12 95 [LS b5 4 3 - 7 ) T 7 T T 6 3 5 5 S 9 5 5 5 9 I4 12 /0 9 8 e - 0.5 8 5 ♦ 3.5 - - 7 I 7 8 5 3.1 - - S 5 S 5 5 4 ] 14 t2 10 9 8 H - 72 t'Q 6S 5 4.5 1- - - 7 T 7 65 SS - - - 5 5 5 S 5 4. - 14 12 TO 9 e 9 - - 12 OS 7 55 43 Y5 - - 7 7 55 45 ]5 - - - 5 5 S - 16•-0' 14 t2 10 9 e 8 - - 12 II 89 6 5 3.5 - - 7 7 7 7 7 7 45 - S S 9 5 9 S 5 4.5 14 12 10 9 a 8 95 7 4.5 15 1 - - - 7 7 T SS 45 - - 5 5 5 5 4.5 J5 - 14 12 iQ 9 8 8 - 12 9 6 S 4 - - 7 T 7 8 S 5 - - tt 12 t0 9 e e - - 12 95 6 5 7 T 5 4 3 - - 4 S S $ 4 3.5 ^ - - 11'-0"14 12 10 9 8 e - - 12 t0r5i.5 55 {5 &S _ - 7 ) T 7 7 T 7.5 ^ 5 S 5 S 9 5 5 4_ ,4 ,2 ,Q 9 E 6 _ _ 1L5 6.535 3 - - - 7 8 5 4. - - 5 5 5 5 4 J - H V BLADE ONLY 14 12 10 9 8 8 - - II 8 4 - - - - 7 7 7 55 45 - - - 9 S 9 S 45 - - - 14 12 10 9 8 - - - 15185 4.5 ]3 - - - 7 7 45 15 - - - 5 9 4.5 35 J -12.-0'14 12 10 9 e - - - 12 9.5 5.5 5 4- 3 - - 7 7 7 7 ] S 1 - S 9 S 9 5 5 4.5 S5 /4 12 t0 9 a 8 6 4 3 - - - 7 7 55 45 3.6 - - - 5 5 S 45 4 J - t4 12 10 9 B 10 75 5 4 - - - - 7 7 6 5 - - - 1 9 S e 4 - 14 12 l0 9 a - - OS 8 5 4 3.5 - - - 7 65 45 3-5 - - - - 5 5 4.5 35 3 - - - t3•-0"14 12 f0 9 8 - - - 15 85 6 a.5 35 1 - - 7 7 T 7 7 45 - - 5 a 3 5 5 5 4.5 J5 t4 12 10 9 8 7 155.]5 3 - - - - 7 7 S 4 3 - - 5 5 5 4 3 - 14 t2 t0 9 8 - - _ 9 7 45 75 - - - - T T S.5 4.5 - - - - 5 5 5 45 4 - - 14 72 10 e - - - - to I3 4 ! S - - - 7 6 4 - 5 5 4 1 - - - 14�-0"14 72 70 9 - - - - 10.518 S5 f 35 - - - T 7 7 7 7 4 - - 5 5 S 5 5 9 4 3 tl 12 10 9 - 6.515 3 - - - 7 7 Et 7_5 - - - - S 5 5 4 - 14 12 70 9 - - - - 85 65 4 - - - - 7 7 S 4 - - - S 5 5 l - 14 72 10 - - - - 9 7 4.5 S5 3 - - - T S5 3.5 - - - - - 5 5 3.5 J - - - 15•-0� t0 7 7 7 7 7 15 - - S 5 5 5 5 S 4 1 14 /2 1a - 6 45 3 7 7 4S 3 - - - - S 5 45�13 - - 14 12 10 - - - - - e 6 4 - - - 7 7 5 - - - - S S 5 4 - - - i4 T2 t0 _ _ _ _ _ HS 6S 0.5 35 - - - - - 5 5 i5 - - - - 16•-0�14 12 to - 95 7 4S 35 3 _ _ - T 7 7 7 6 3 = - S 5 5 5 5 4'S JS 14 l2 10 - - 6 14.513 - - 7 65 i - - S S 4 13 - 14 12 10 - - - - - 75 55 J5 - - - - - 7.b'M . H - - - 5 s 4.5 - - - LEI FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' `ti,•. �,•• 02017 TILTECO•WC. 02017 EASTERNMECAL SUPPLY,INC. •., 4, _ BERTHA HVTM a A S S A Accordion Shutter System /TiL-FEc O I N C. ■ . . . KV. BLADE#, W/DR W/0 E4V. W,rroDw BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems UY.H. DESCRIPTIONDATE QaAm,Sy. L.C. �,•^I�U 1 eSSS 1a,w.]6tn.St,9ta.305.ludrla QA60=7+s.CLOp7iA 17+6 Associotfon, Inc. I OLD 15-085 7/zT/T DATE: 07/27/17 a e� 4268 Westroods Drive 2 Phone:(3D5)871-1530.Foe:(305)871-1531 DRAVANG No :�s�.,• ��1f11 9-mOIC IJtecoOeo+.Dam West POIm Beach, FL 33407 3 AA�7 _f�NAIE��,�il'`1 WAUEROILLI11P.E. S 17-1LT/ FLOR+DA Lk.#44167 SHEET P.E. SEACt3t 5 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (D s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN, NEGATNE_A.M. DESIGN PRESSURE RATING_AND A CORRESPONDING MOUmfe ITYPE. (SEE 1401111TINGS OQ,SHEETS 16 4-17). LJ EB :S3;T IR.AT SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PING FIR SOUTH 1/2- MIN, COX 2 W1 MW, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 W/ w% G=0,36 PLYWOOD M�� :Q v�/ W/ MIN. G=0.43 W MIN. G=0.36 wmfn. �"U0 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T . FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS BA,WALL MOUNTINGS B.O.WALL MOUNTINGS M. N, 0 & R W &X M, N, O & R W & X M, N. 0 & R W & X P & Q S &V S &V S&V .L52 IEDra m3m F„me(,-f.! CBM JED-fE D-"Z 04 DM SM!TRSE S (d) a MO MCC FWZ I)=[A U&=I&ZA Fis:_PLffi W SG.UM U^M FRIMA WX Od) ••00 MC1 PaMp-,Mn TF.1 MM 10M M39 FrvJ;!pll OM Wr-1 PEIMF a15 W ua DISM FT;=MMK MG(� 30 40 60 T 90,OS 3O 40 60 75 90 OS 30 40 60 75 90 05 30 40 fi0 75 I90 OS 30 140 160 75 9rd OS 3O <O 6T7 7S 90 OS 34 40 60 75 SIC OS 30 40 60 15 9p OS 30 a0 EO 75 90 05 30 40 60 75 90 OS •�QZ LESS 12 10 70 9 6 6 6 6 6 6 6 6 52 10 10 9 8 8 6 6 6 6 6 6 12 1011019 6 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 i2 72 12 12 12 72 72 12 12 12 12 12 72 12 12 4•_o- 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 N 8 6 6 fi b 6 6 6 5 4 4 4 3 12 12 I2 12 12 12 12 12 72 12 t2 12 12 1Z 12 11 12 12 5-U" 12 CI 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 a 8 6 6 6 6 6 5 12 t0 7 6 6 615 6 5 6 5 4 4 ; 3 12 12 12 12 12 12 12 12 12 12 12.112 12 12 12 12 12 0.5 6'-0" 12 10 10 9 8 6.5 6 6 6 6 5.5 S 12 10 f0 9 8 5 6 6 6 .5 5 4.5 12 10 3.5 6 6 6 6 5 45 6 5 4 4 3.5 - 121212 72 721212 12 12 12 12 t2 12 12 t2 11 107•� l2 t0 l0 9 6.5 4 6 6 6 .5 4.5 4l 9 36 fi65 ,4 3,5 t2 10 .5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.58.5 7.5 8'-0" i2 TO 10 7.5 4S 3 6 fi 5 4 S 12 10 10 6_3.56 S .5 3.5 3 12 10 - 6 6 5 '.5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5g•_p" 12 10 1035 .5 35312 70 9 ; - - 6 fi 4.5 4 3 3 t2 l4 - 6 5 4.5 4 3 3 6 5 3,5- - - 12 12 12 12 12 O. 12 12 12 1-.9.5 8.5 12 t2 10 8 6.555 10'-0' 12 10 75 4 6 6 5 4 3 - 12 10 6 3 - 6 6 4 1 5 3 - 12 10 - 5 6 a .5 3 - 5 5 - - - - 12 12 12 12 1.5 9.5 12 T2 12 10. 8.5 .5 12 12 9 7 611'-O" 12 10 5.5 - 6 6 a.5- - 12 10 4.5- - - 6 5.5 3.5- - - 12. to - 6 55 4 - - - 6 5 - - - - 12 12 12 12 l0 B.S 12 12 12 9.5 8 7 12 12 8 6.S 5 4.5 12 TO t.5 - - - 6 6 4 - - - 12. 10 3.5- - - fi5 M - 12 to - 6 5 3.5- - - 6 5 - - - - 12 12 12 7.59.5 B 12 12 17 &5 7 6 12 1.575 6 5 413'-0• 72 /0 - 6 6 - - - 72 10 - - - 6 ,5 - - - - 12 7.5 - 6 4.5 - - - - 6 4S - - - - 12 12 12 1G. &5 .5 12 t8 65 5.5 12 4.5 7 S 4.5 4 1a'-0• t2 10 - - 6 55 - - - 12 7 - - - - 5.5 4.5 - - - - 12 7 - - .5 4.5 - - - - 6 3 - - - 12 12 12 9.5 B 6 t2 12 9.5 LS 5 a.5 t215'-0• 12 - - - 6 - -I- - - 12 - - - - - 5 - - - - - 12 - - - 5 - - - - - 6 - - - - - 12 12 l7 9 75 5 12 12 85 7 6 4 12 9 6 5 42 - - - 6 - - - - - 72 - - - . - - 5 - - - - - 6 - - - - - 12 t2 70. 8.5 6.5 4 12 12 8 6.5 5 3 11. 8.5 5.5 4.5 3.5 QHV BLADE OR LI) HV BLADE W/ t� HV WINDOW BLADE WORKING IN UNISON* ♦ S SEE Tq�S Gf USE FCR E1lC.e CrL SM[R 19 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOUO WOOD SOFFIT SHALL BE AS FOLLOWS: 3,SUBSTRATE SHALL CONSIST OF THE FOLLOWING.- -SOUTHERN PINE No,2 Pt/G-0.55(ND.S) - 1/470 TAPCON ANCHORS.AS 1014UFA.A-TURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INQICAITEO AT -OOUOLAS FIR 1T/G-0.50(N.M.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORM W/G-0.43(N.O.S.) EXCEP11M SEE NOTE 2 SELON, -SPRUCE PULE RR SOUTH W/G-0.36(N.D-&) -MN.1/2•COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER IDS 2015 SPECIFlCATIONS. a.ANCHORS SHALL BE UI ID S7ALL FOLLOWING ALL OF THE RECOMMENDATION'S AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. °,�lAAttNistvo FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ,llltl` ••,A O20t7 EASTERN I.Ic7AL SUPPLY,INC. ��•:......... V s2077 iri INC TECO, ��cl tys�..,Y� BERTHA H T. L E G O N A.S■S■A. Accordion Shutter System T¢ ILV.MAX#1 W/OR W/0 FLV.WNDOW HADE American Shutter Systems Y.Kc DEscRrno17 DATE OMIM t1r L.C. TILLIT TESTING & ENGINEERING COMPANY y : v Association, Inc. 1 OLD 15-085 /27/7 CATS 07/27/17 W55 N.u,340.SL,Ste,-`O5,'fl[.�.�.-(305S.FLORLA 33f 4268 lYestropds Drive 2 DRAWING No 11 Phone:(30S)811-1530.Fox a(305)$71-1531 <t, ¢ .- 1 lRe_aoanLCOm West PGIm Beach. FL 33407 3.....• l'_107 �_.snn'•... y.!.•R� 11 Ee-GOOfiT19 Itt.77171���F`�� (17 WALTER A.TILUr Jr.P.E. 4 V rj0 FLORIOA LI-- 44167 5 SHEET P.E. Sik7"lZi;dE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & g HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN Lf OR L— FOR INSTALLATIONS INTO WOOD WITH BY BLADE 1 ONLY SHALL WALL AMISH BE LIMITED TO 105.0 12sf. .S D DESIGN PRESSURE RATING. SEE SHEE 19 FOR MAX SPAN & h 1/4"0 TAPCON OR A S D DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE f & A WORKING IN UNISON TAPCON WITH ADVANCED r ,_ THREADFO�t TECHNOLOGY �) I 1/PC TAPCON OR I,' 1\ J I ? TAPCON WITH ADVANCED THREADFGRM TECHNOLOGY `\ 1 W/1 1 2'LBn.PENETRATION / f: ..�`..^ �1Y/ 1 1/2 Min.P!?rE7PAT10N OF THREACEO AREA TO IXISTING ' OF YHREAWO AREA i0 [ Xd'L S3APAt10N ,GV. EXISTING W1M0 HEADER. � ---r--=� 1'I WOOD HF1•DEEL( SCHEDULE ON SHEEP 75) ) TO GtASS(SEE I E 1 OR ` I ` (SEE SCHEDULE ON SHEET 15) J;\ ' (." 1/4'o-20x3/4'S.S.MACHINE SCPEDL4E CN SIM I I 1 \, I' • �R 18 rr SCREWS 1Y/ 1/4'-20 Mi1T5 F. 1Wr�SIM 1919 FORR \ ®1 Mi 12'O.C. �xyy r I 1 I 5 I \ ' n. EXISTIEIG t IDAOES:,1]74 l'7 : GLASS-4 II 'II I WALL �1 1! 1f I 4A I !a 1 OR 15 FNIs1� I I �2 .1L_OPTIONAL -`DUSTING MIN. FlYISH 2'Y47 WOOD ®� _'_ -.�'�EX5TING XIIN. I .'.,,)^ 4 T MEAGER REQUIRED 1 OR ) 2'x4'W'000 7 J'I I I !" `1 �> 1/4'0 TAPCON OR TAPCON WITH ADVANCED 'g HEADER REQUIRED ! I 1? ,I '1j ' 11 j —THREADFORM TECHNOLOGY W/ 1 1/2- MSTING 1 M?l.SEPvPATION I I I. 1 �,1 1 111 �Iv`) 1 '+ Ufi PENETRATION OF THREADED AREA TO GLASS-'-{ TO CLASS(SEE tdlCt.S-cPARATtCM TO GLASS I I �,�( II \l `, II ? I (SEE ING WOOD HEH 7ADER. 15) SCI-WA Oft S'.EEI EX/STIn'^a -:`�!'i! ,1 !, ' �!,i \ L— SEE SCH OULE ON SHEET 11) i LE it FOR f3F0E:$U0.�D GVSS--t .._.— - -YY4'CCNT.SILL LYt SHEET t9 FOR 1 BLADES 7 n-- PLATE REQ'O. E_ OHV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATION �HV WALL HEADER INSTALLATION M!}L SEPARATION TO GLASS O [1 MIN.SEPARATION TO GLASS 1�I 1 ' ---(SEE SCHEDULE ON SHEET 1 E) 1 EXISTING z �-SEE SCHEDULE ON SHEET 11 1 G€Ass J FxIsnNG 1 ( ) EX1srmG a LUN.SEPARATION TO CLASS I ! GPASS-j s s Ge e,�a-- 2'Y4'CONF.�(SEE SCHEDULE ON SHEET 11) '�v t/4-0-2Qx3/4'S.S. WOOD PLATE '(I. I - ! F •-ti-.` ` MACFGME SCREWS � REO'D. o (I T/4'0-2ax3/4'S.S. " I _ �11 11'! { L� X�NE SCREWS W/ �( IE•� I Q 112 10.C-,20 NUTS 1 11/4'-20 NUTS 0 12' T WALL i'I JQ.C. I -`.X FINISH OR 18-•� II• t its 13OR1� o tlr 27x4'CONT_ ' 1� 11 _ 1 } I.( LEO E WOO PLATE {.. i. ! P.EO'D._ 1 t . LE { 1'tdin. Qa ! _✓i: - 1 V 1 ) SI' �• ) '`, I 1 I! m 1 I p 1 1 1 !!'I 1/4"0 TAPCON OR TAPCON WITH ADVANCED It F\ 'l THREADFORM TECHNOLOGY W/1 1/2- t cR 1 Z'xa'CONE, I I EAin.PENETRATION OF THREADED AREA TO 1 ,I I �-SILL PLATE ' (SEE SG WOOD DULE HEADER. 0 TAPCON OR 7APCON WITH ADVANCED � �'t :} I �I _ i 1/4'o YAPCON OR 1�t Tom: ? 11RE0'D. !I THRFI,DFORX7 TECHNOLOGY W/ 1/2' j TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPtC0.' ll \, (SEE SCHEDULE ON SHEET 15) `f-PENETRATION OF THREADED AREA INTO PLY1000 ` 7 2'MAN. COX THREAOFORM TECHNOLOGY SHUTTER ASSEMBLY. I ' I`�' WALL FINISH (SEE SCHEDULE ON SHEET 15) cpSTln'G EdITL 2'x4' \ PLYWOOD RE D� �``., Y!/ 1/2'Min-PENETRATION OF 2-MOUNTING SECTIONS CAN BE + STUDS® 16'D.C.MA7(.,;, E 3 D.FktilSte---a THREADED AREA INTO PLYL'LOOD COMBINED IN ANY WAY TO —1/2"LI:N.COX PLYWOOD REO'D. REO'D.PLYYROD TO DE (SEE SCHEDULE ON SHEET 15) surr ANY INSTALLATION. HV WALL SILL INSTALLATION EXISTING MIN.2•x4•STUDS a 16'O.C_MAX..REQ'0. ATTACHED TO STUDS IN PLYYLOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WTTN lWTH SECCAM 23G8 OF THE FB.C. SECTION 230e OF F•HE ©HV WALL SILL INSTALLATION e SEc ULR1LA6 ONs OF use of ©HV WALL SILL INSTALLATIWI F'&� BLADE 119 ON SHEET FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone . ,1f��AlP 11 all. 'V tj ��� 02017 MTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. 7 'kt 11' P �="w BERTHA HVTM ���`r�SF' " / A S S�A■ Accordion Shutter System TL E C V N C- H V. BLADE 1 W/OR W/0 KV.WINDOW WDE * American Shutter Systems TIWT TESTING & ENGINEERING COMPANY N Ts OcmPnau DATC ORAwN Br: Lc. Association, Inc. i OLD 15-085 7/27/1 DATE: 07/27/17 6355 N.W.36:n.SL,Sta 3'J6,YIR 4A G4RDDa, RDA 3318 QF' = RD 4268 TVestroads Drive z (30S)B71-t531 i •' � Fpone:(30S)871-1w0.Fox: DRAWING No ��:•.(aRIDP:;``�tv�T��+ e-maEel �19Lcom West Polm Beach, FL 33407 3 '��VJj�•"""' r�V 111 WALTER A.TILUT Jr.P.E. 4 17-107 P.E. 1 ODATE F'-°w0A Da p 441e7 6 SH16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & 9 HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1�ONLY SHALL BE LIMITED O 105.0 sf. A.S.D. DESIGNPRESSURERATING SEE SHEE 9 FOR MAX WALL FT;1�TL SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & J& WORKING IN UNISON ��. T/4"0 TAPCON OR 1.� _-. �Q £Q �— 2 tutu-� 4'z8'(h40,)EXISTING -,;'i-`1:; _ TAFCON YfITli ADVANCED -EDGE(IF APPLICABLE) I THREADFaRM TECHNOLOGY WOOD 6EA4 R>wQUtR.O, % I STRUCTURAL ADEQUACY / \. j - Wj t tj�'Flcn.PEP.eIRAnON 1/4'0-2Ox3/4'S.S, OF EXIS'LINC WOOD EtEU1 ,% :/`;{ OF THREADED AREA 70 PHILLIPS TRUSS HEAD TO BF,CERTIFIED DY I•,I /;I\ %i' ., EXISTLVC cOOD HEADER. ti^"7 LWCt(:NE SCREWS REGISTERED ENGINEER OR --�.j ( ..�"-`=- .^�. -- _ DOSI114G WOOD +I (SEE SCH-DOLE ON SHEET t5) 1111�� { l9/ 1/4"-20 NUTS ARCHITECT FRIOR TO J E� r'T'--'Ea TRUSSES OR 19O�E I ® 12"O.C. SHUTTER INSTALLATION. �.+ .I i/247= 1/2 0 RAFTEEOUIP.ED i �1 4b TAPCON OR L_— EXISTING SOFFTT TAPCON WITH ADVANCED ¢ ;' t',.' ,'x / 314-!Aax. THK. .257' THREADFORM TECHNOLOGY '/ i d0x, t'1/ 1 1j2'Min.PENETRATION P14x3/4' FO� - _ i'x4'xt/8"COAT_ALUTA,TUBE I I OF THREADED AREA TO EQ/"EQ, r (0083-76 ALLOT Y// EXISTING WOOD HEADER :' `}r:'i � CMS O,G I _ (3)5/10-0 LAG scREws ro (SEE SCHEDULE ON SHEET 15) or 13 Or 15 I 1 Or 13 Or 19 EACH RAFTER OR TRUSS. C.J LOCATE LAG SCR-ar.AT IADWIDTH OF EMSTING WOOD •EXISTING UM 2'x4' 1 j � I uJuBER,(2'!•..in.NOMINAL EXIRi SILVG--)II REA13EEZ REO'D I OPEN HOLE AT EACH 194DTH)t`7/2"hS., GLASS tL wtl.SEPARATION TO GLASS EXISTING p STUD TO ACCEPT pELlET)tAifOCI OF THRREADFD (SEE SCHEDULE ON SHEET 11) + 5/15"0 LAG SCREW �3 AREA VALID FOR GLASS---I I AT CENTER OF TUBE, I $ WSTALLATIO WITH 72paf _ EMY-hS-D.DES+GN LOAD AND MK L— �S HV WALL HEADER INSTALLATION 1 0TAJ53 M t ! EXISTING v LPARIST s'-a LAX.spat THS GLASS-- t0 tx+A�(LT.E UISTALATIOU IS ONLY VALID N SOfDLM1E at -R II MR RAA 01�� I �' FOR l.00D L•f/M:N.SPECIFIC I al SIM 19 FM iQ OR -I II 011 y,�19OR SLADE 1 GRAVITY OF 0.50 AS DOUGLAS i C1tLLti�.�4 F� --"-1^- eW���� 1 GR ll�� FIR OR OR EQUAL. PINE Ne.t. 2-UO' TING a SECTIONS TYCAU E CCWTR AssEhrecY T HV CEILING INSTALLATION - 1 2-SEE S EL SE FCR T O+:l 8E JrrER AS it,AXr WAY TO SUIT AYf WSTALLATIOCL U HY CEILING INSTALLATION I iL I --�/OR I MI I I I . T &EN SEPARATION TO GLASS SEPARATION (SEE SCHEDULE ON SHEET t i) EXGIASS\J ION% T7i9 F -I TO GLASS I I 1 ( "A:CSf114 (SEE SCHEDULE onsT�NSGs 1 1 �� i OH SHEET 11) 4fl I I I ALTERNATANCHORE I t _ I LOCATION {{ EXISTING 8 ISALL k FINISH++ {I I JJe WN. lOx3/4" GLASS—I Vin.WOtA _ 6 1/a" ®,. 7 ale N:av, �_.WASHER HEAD TEK I DECK REQUIRED SCREWS Q, 12"o-c A (NO FINISH T F'z6'htiN.CFO00 \{ { 1-5 OR DECK REQUIRED N r ALLOWED) FINISH ALLO'b'ED __ _ - - L� ESE OF DECK + ' 19 I 'i EDGE OF DECK _,�- -�- ij ..=..•,___-_--_ '- DECK IF _ _ -- '- IF APPLICABLE p I I /r !--• , IF APPLICABLE _ E'Q=-� i_NY APPLICABLE `J `�i w _._ !f 1/4"0-20z3/4"S.S. _ �— I TAPCON OP. �- PHILUPS TRUSS HEAD _ 73CON WITH ADVANCEO Nam' ISACHINE SCREWS •=`--••-- -•-_ - 1/4"0 TAPCCH OR TAPCON WtM ADVANCED I•I.2x4'COM. i THREADFORW TECHNOLOGY 5'!/ 1/4'-20 NUTS THREADFORM TECHNOLOGY W/ 1 1/2"On. J2'WNL t SILL PLATE YJ/ I 1/Z"14n,PENETRATION C 12'O,C, Ij4•o TAPCON OR TAPCON WITH ADVANCED THRFADFORS(- �2'lAW.� PENETRATION OF THREADED REO'D. TECHNOLOGY W/ 1 1/2'Ni.,PENETWJON OF THREADED L ! OF THR�OEO AREA TO AREA TO E%1STLY0 WOOD HEADER (SEE EXISTING WOOD AREA TO EXISTING ts000 HEADER, (SEE SCHEDULE ON SPCET 1S)HEADER- SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) USE (X HV VJALK—OVER INSTALLATfON O HV WALL SILL INSTALLATION ' 6�swsups FOR W�HV FLOOR INSTALLATION � FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone' /T:, 02017 TILTECO,INC. 92017 EASTERN METALEUpPLY,INC. \,GFN& .."P BERTHA HVTL, A.S■S.A. Accordion Shutter System 1 H,V MAX#1 W/GR W/0 RV WINDOW MA E $ T• jjOO��,, :y4. r American Shutter Systems •N DESCMPTICN DATE M-1 BY: Lc. TILLIT TESTING k ENGINEERING COMPANY Association Inc. I OLD 15-085 7/27/11 DATE.- 07/27 17 O�t Q i wss ta_W,38th.51,St.'305,WR=A GARDDS,FLORVA 33I 4268 Westroods Drive 2 / 1 Ph...;(305)871-1530,Fox:(305)871-1531 DRAWING No ,it 4- 4:taeeecoaol.eoA+ West Palm Beach, FL 33407 3 LS�QNAL EN�N�p EB-DODb7I9 4 17-107 ._ WALTER A.TILLIT Jr,P.E, FLORIDA Uc 1 44167 5 SHEET P.E. SEAL%SIGNATURE/DATE a 17 OF 20 END INSTALLATIONS n HV BLADE 0 ja WINDOW BLADE INTO 2"x4" MIN WOOD STUDS zw-bow -1AfL STUDS fZOV 2'a,-PY.bDOD CC6 STUG$. `• \ • \•• •`• ,/,'P TAKD.V , '! r SCUDS FED•D_ I.,.RM xWD STUDS. 'Ir (As sTDra "F'TJvslq Excr: D+A55-. I TO t/z'CDz /4\ F� I _..EXu`Cr.D Ci4gS• EXL4 0 GLASS 7 SI1fJ5 FJ]ST. \ 2 —a-i_•. 11. ,D\ I, Z. IRa 4PW' t 2 t(- . �•^----�•,++..m.�.:.__.-y e[ia.$" t RY.VDCD1 J 1, 'a.."I/ \ �Aat sa'£7 - /•R crn. .e y----t °^.SPCe tt STTaH+1,E 4}R3! IIIG'�J'Y.yx.. "EtAX AA _—_- TOO=( 1 1/2 WJ 9 6, Wain I O *«. s3excE a+seEt of s�rr L9 EDR ! ./',.. 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L..+ BLADE:(DON SHEET 19 itt f6aFibE pla j`` j/ �}--.�---M EET 19 NR -.-__._•-_� i v aJszT,9ca // ` L fV yLi ewes Tk&7 Y -_ ins✓km I � �--- _ � � ty OO'C-�Lo•�_' `��ruaa nwtr, 2-.a'ir Il�jca !wcR3 VIEW Y _7D;•�s..�. w�.,f;.. S(L'DS+t-M nns,+-' L..�D'}>y-,/�.Ej•.�i,.s3. PLAN Ls•�:..,3.L�•l3i. FJs.�'w�3-@'>t;61•[». DETAIL X END CONNECTION D AIL 1� END CONNECTION DETQ& ( 2 FLORIDA S1l(LD( CODE((don High Velocity Hurricane Zone' \A... .........• /�.`v M37➢LTECO.bvc, 9)2017 E451 ERN METAL SUPPLY, WC. BERTHA HVTM Accordion.Shutter System S■Fla KV EADE#T W/OR W/0 KV. WNE)OW BASE American Shutter Systems QF / TILLtT TESTING & ENGINEERING COMPANY y .x DEscRtanou DATE owsrt 6v: L.C. 6353 N.W..36.0.S..Ste.203,WWAA WRDLIC.ROW6t 33,. Association, Inc. T OLD 15_0a5 0712711 DATE: 07/27/17 PNI.:(305)871-1330.F-;(3os)971-1s31 42'08 Westroads Drive 2 • •""' \��.''' a EBtiCV067 4Cccm West Palm Beach, FL 33407 3 DRAWING No r.�oNAt ENG. W 11ZR x mUT ac.P.E. . 17-107 P.E. SEAL/SIGNATURE/DATEnoRma L2 9 44167 s SHEET 6 18 OF 20 (AU 01 MC 15,-@ae.14 FNEaeL• C LIAIRATIONS AND CONDITIONS OF D FOR BERTHA WORKING IbL A a 1t 11 J Y 111 1.EW(.A.S.D.DESIGN PRESSURE RATING:+710,-110 p.s.1. _ 2,NA7L 9i(1T1ER SPAN:96" 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6,7:AS WELL AS rr MOUNTINGS LL O.T.U&W ON SHEETS 16&V. i { ONLY CENTERNATES(2TZ�(BOTH W/6 OR ft ARE ALLOWED WITH z1 5 4tGP 51 QTj IN A SY71 C?L DR OPPO NG LAYOUT.IN CASE OF OPP NG �Hu nE�USr BE INCLUDED ONLY AT E7RERIOR ACCESS SIDE OF TYP EA END ♦ ♦ ♦ ♦ / !•1 ' S.(A) L v)OOW BLADE 1P DE A ONLY ALLOW O MAXIMUM S EE 5 OPEMNGS ♦ • pBtC � L311 1� H� (3'a HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4, n I (a)MIN.LXFiWANCE FROM TOP 0R BOTTOM EDGE OF HV WINDOW BLADE Q 6'Ax 5 vmaD6W5 ♦ • • H' OF ANY 3'P HOLE FOR®SHALL BE 72 ALLO'Sm AT HV YANDOW BLADE (C)FIRST OR L&T BLADE COMING WINDOW BLADE& OUT FROM STARTERS AT ENDS MAY BE WA - � w ♦ I (D)HV vJIN00W BLADE Q MUST BE USED ALTERNATE TO A SOLID HV BLADE(D THROUGHOUT SHUTTER'S WIDTH. >i ♦ ♦ ♦ - i rat (ty CE MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV a 11Ll o BRACE 1 AT ERMFR SIDE Of THEM. (F)POLYCARBONATE W/WINDOW®SHALL BE INSTALLED SO THA TABS FACE SEE EhID .. (7'{` (�L{ THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW 4 MUST BE CONNECTION • • $�F$ t'L (�) ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROMOED BY ASSA. DETAILS ON SHEETS Ig1+ Y/ 111111 111LLL 111000 INC. 10&is TYP. L uCya FULL HEISHT. I S� 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME RAC BUILDINGS ON SHEET 15,AS UMITED 9Y SPAN AND DESIGN LOAD(SEE NOTES p tp qa ��q' I &z ABOVE). 9s � +ya 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED I _ CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABCVE). 8.MIN I MUM SEPARATION TO GLASS SCHEDULE•PER ASTU E-1996: D H �I(SEE PLAN FOR REQUIREMENTS) / ,-., ' TYP TOP&Ba"OKI V,I +���Q21 A1G¢f&)-07); vLWD ZONE lON!MU.V SEPARATION TO CLASS -- 'NU'IITED WIDTH 1 1 MRU 3 1" ,r Tau.SEPARATION To cuss ELEVATION ��..((�E:SCHEOIAE GTi SLEcT t1 FOR BLADE CI , 6.2s• FJOSRIIG GLASS I A+a�CN heS SREET FCR RV.Dr'SQ& �.�--� —jT4{. r�I TYP //�I ^\\\ `� E) G \�21�+72 tSS T \ TYP. SYMLTEIWCAL CE.uTERLATES' t , r / (nn•,xi+u ! \ �/o s E NOTE c ABOVE) r \ PLAN—'/ ----�� g25 %� 4 _TYPICAL In HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE (HAT SHUTTER* ---- ,lL>>rjA�a" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone T44 Q• _,••••C1' 1/ 02017 TILTECO.INC, C2017 EASTERN METAL SUPPLY,INC. /� BERTHA HVTM n Shutter System. 1L E C O r_ A.S.S.A, �LV AIDE#1cco W1 ORR W10 KV.WINDOW BLADE American Shutter Systems REV.N. DESCRIPDon LUTE DRASN Bt La a. L •7 Lir TILLR TESTING & ENGINEERING COMPANY AEISOclatlan, Inc. t OLD 15-085 7/27/t lU1c o7/27/t7 0•••. �. •L 36N.SL.,St•.306.\1NGL1W GARDES.FLOROA J71 _.�., Fnone:(307)871-1530.Fox:(309)87I-IS]t 426E Westroods Drive 2 DRAvnNG No _ -mo1;utmoxal.cam West Palm Beach, FL 33407 3 sS/QIVAt Eta ' EB-00067t9 17-107 tVALTER A TILUT Jr.P.E. 4 TLD 1A Lic.a 44167 6 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 lGex.. 1/2ASTIAA-60.0 53G RA2a0 7 �• VARIES INSTALLATIONS WJ HV BLADE & HV CENTERMATES �1 -�2.GDD-Max.r W..G-60 GALv.STEEL 2 �a"-1 436 INTO METAL STUD WALLS METAL STUDS AT 16-O-C. „�a �U m a0 ----- ®s D.C. 40 41 3a 44"® NOMINAL 2 ",W� '/2 r 38 * GENERAL LIM A 0 S AND CONDITIONS OF USE ALUMINUM SLEEVE F0$�ERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY ET 3/4'.6 t/4':OLM"r.'CK wn_I 43c 430 0� ! 12 N SYSTEM INSTALLATION TOM AL STUD WALLS C016.MY.STEEL TRACE CNAVZJ-10 5'0,0.t` ®6-D.C.^ ,I I SEPARATION TO GLASS SCHEDULE �L v�i 3.000' ASIM A-653 GRADE 40 WC G-60 1 I I ' W/(2)#6 FASTENED 70.In C 1. MAX. A-S_D. DESIGN PRESSURE RATING: +75, - 75 (psf) va O ti6x1/2- OR FACEYIS CN 1 EX15Tv1L FINISH 39 1 LOERIOP.&El(TEFIC$FACE 1 As APPUCABLE 1 a 2_ MAX. SHUTTER SPAN: 84" � WIND ZONE MINIMUM 1 ASTM E-1996 SEPARATION a3c LECICTH+ t' ' MIN.SEPARATION I 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTCIG GLSS—M " (SEEDSC DOLE) ' 43 y 1 THRU 3 43 1/4"R-20X3 BOLT 1 1 tiYP7 c 4. ONLY ENTERMATE 21 W/' 24 HV LOCK ARE ALLOWED 1" MUST PENETRATE 43c 1" �{(yy WITH 21 ARRANGED A SY METRICAL LAYOUT. II 6 USE O (7) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" i 3/4-.6 1/4-x 0.035'Tt6aT W i rEXS1INc FINISH =kIli! T INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF LSD. �373 y Dom. � W.GALV.STEEL TPACK CIW/t_-p �AS APPUCAelE III ,I -�--� CENTERMATE. L e AS7M A-853 CRP.",E 40 W-G-60 ; o --- CALVAWED FASTEIIED To STUDS I e u/(2)16.1/2.1EK SCREPSnr— INIEROR&E)aE=R FACE i ,®6'a.C. 0 6'D.C. c$ 1/4'0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43C 1/4"� ELCO CONSTRUCT{ON 12 3B CENTERMATE 21 APPLICATION WITH BLADE PRODUCTS FAB—LOK HD o ------, 43b 1 ,/2 X D.a35-THICK ® 6" O.C. COMPONENTS td ASIM A-653 GRADE 40 - -:::�•:[ic11:'.,� 1Jet G-60 G4.V.STEEL 1" •..---.; MS WALL HEADERfSILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8"= T" METPL.STUDS AT I6'QC. V,- .: (TYP,TOP L BOTTOM) - - - —.— - �- 1 _ _ 1 3/4%6 1/4.•X 0.035"THICK W.. --- — f —�-- - — - -, - - A�sr e a ss3 GRAD TRACK40M c AH C -EXISTING GLASS ; _ I /� � 5 _ J GALVANIZED FASTFEKD 10 STUDS SYMMETRYCAL "''' SYMMETRYCAL 1.=;i':: INTERIOR(6x,/2'TER SCREWS ON i-�-:`: i I:• NIN.SEPARATION l'ARIES i i { 43a 436 43c =- ; ` I _ I csrEwoR ExrET1roR FroTE CENTERMATES W I '' "CENTERMATES W t TD cuss 2 _; `:: :_, :.'I i-•- (SEE SCHEDULE) Rt R ACCESS SIDE 4 EXTERIOR ACCESS SIDE ,�{ - NTE 0 I I I -- — ��� -----— 6• {N (6'Min.) �`1J ____-_ ------- — ------ ----- --------- 2� --------------------- -------- ------- ------------ ----- ---- - --- --- -- -- --- — Y ---1'— 1 _- --- -------------- ------------ --- ---_—_ ----- — ------ ---- -- ---' 2)42 \J 21 - 21 I G -, " 21 - Y LO AT AT 1 2 ' ,r_ ---' L -_---- __- _ HY HEADER/SILL ENDS ----------- -- ---------------- -------- - -- ---- ---- - - -- --- - -- --- - ---- -- - -- - VIEW Y --- --- --- - - --- ---` - - - L(�j �,f 4 3 (6"Min,) �`24 SIDE CONNECTION TO TRACK `J 2 3 1I4�(TYP.)--' I 6 1/2'MAX.FLACK 6 1/2"CTva-) --7- (Cont.) � HV BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High VelocityHurricane Zane' 11tTT T/ 02017 TILTECO,INC- ©2017 EASTERN METAL SUPPLY, INC. ,��T,;_ BERTHA HVTM ■S■S.�■ Accordion Shutter System L E G® 6NC. H,Y BLADE#1 W/OR W/0 N-V.WtN9M BLADE • American Shutter Systems IEV-w CESCRIPTION DATE DRAY(N BY: LC. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-CBS 7/27/17 LATE: 07/27/17 CTATF flT• ;Q. -55 rur.36'A SL,St.:05.11=x Leas.FLC 331814268 Westroods Drive z \ Ptxxrc:(305)871-1530.Fax:(305)871-1531 DRAWING No p\ a-mac tat—c am West Palm Beach, FL 33407 3 IYALTER X R TUE J r.RE �— 07 x( �11,v,. •• ,11 EE-0006719 4 !}^p y rLORIDA U-- g 44167 5 SHEET P.E. SFIL� �ATUEfDATE 6 20 OF 20