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HomeMy WebLinkAboutProduct Approval i ;f!CIAR-:Q�Kl-�E-1 111 -W-1- Ft,L4. �fo -00 R-ft- r. LF BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&,Facts.i Publications Contact Us { aCIS Site Map Links Search Fioli�a ` r "ij Produ ii Pub ct Approval I �f' USEfl lic User -411 .1 Product AoorovaL Menu>Product or Application Search>Apnncation List>Application Detail r - , DEC 2 8 'on i� x�� °t�' '� .FL# FL389-R9 '3' -r r Application Type Revision ST. LUCle CoUnty, Permitting Code Version 2017 9 Application Status Approved Comments Archived E3 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268'Westroads Drive West Palm Beach,FL 33407 63 bfeele61) @easier File • bfeeley@easternmetal;com - Copy Authorized Signature Bill Feeley t� Irodriguez@easterninetal.coin SAC/oJS.IT-(,�i Technical Representative REVIEWED F613 Address/Phone/Email CODE COMPLIANCE Quality Assurance Representative STe 'CIE COU N COMPLIANCE Address/Phone/Email OCC cZ Category Shutters_ Subcategory, Accordion Compliance Method Evaluation Report from•a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report-Hardcopy Received Florida Engineer or Architect,Name.who developed Walter A.,Tiilit,Jr.P.E. the.Evaluatlon 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. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.:INC. DRAWING 17-107 CERTIFICATE-OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF -- FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE,PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS.201,202,203 19R4 Equivalence of'Product Standards Certified By n , Product Approval Method Method 1 OpUon D Date Submitted 09/18/20 1 7 bate Validated 10/18/2017 Date Pending FOC Approval 10/19/2017 Date Approved 12/12/201.7 Summary of Products FI.# Modelr Number or Name Description 389A 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 EL389 P9 11 AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER 5YSTEM_PDF xmppct 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 AO 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 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'41"for 62 psf,9'-11"for Created by'Independent Third Party:Yes 55 psf HV3 blade w/tvindow-blade working-In unison,Max.span for HV3 blade w/o window blade forinstallations 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 ASD pressures. 389,2 Bertha t1V Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17.107 and bottom)for storm protection Limits of Use Installation instructions Approved for:use In HVHZ;No Ft 389 a9 It AMERICAN SHI ER SYSTEM ASSOC.. Approved for.use outside HVHZ:Yes INC- T)RAWING 17.107 BERTHA HV AC:CORDION SHUTTER Impact Resistant:•Yes 5YSTEM,PDF Design Pressure:N/A Verified 13y:American Test Lab of South Florida Inc. Other:Large missile level"D".hax,Span Is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending oh.centerm ltes,and locking 'Evaluation Reports rod configuration for tile HV1blade,W-0"for+64,-72 p.s,f. FL389 R9 AE-AMERICAN SHUTTER SYSTEM ASSOC.- A.S.D.load for HV blade for Keystone mountings 7'-0"p.s,f. iNC..DRAFldING 17-107 PRODUCT OF EVALUATION1 for metals stud mountings and(3W for 110 p.s.f,for HV1A REPORT.PDF working in unison.See sheets 7,11 and 2.0 respectively of Created by independent Third Party:Yes instaliation drawings for other spans and pressures. 389,3 Bercha HV'Accordlon Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drvrg 17-106 and bottom)for storm protection Limits of use Installation Instructlons Approved for use in HVHZ:No FL389 R9 11 AMERICAN SHtRTER SYSTEMS ASSt1C,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, 14'-O"span at 30 p.s:f ASD load Created by Independent Third Party:Yes for Blade 1-and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 26 respectively FL389.R9 AE AMERICAN SHUTTER SYSTEM&ASSOC..INC. DRAWING 17-106 PRODIICTEVALUATION REPORT.PDF Created by Independent Third Party:Yes 0nck Naae nt cr ;:7601 mnfr Sign-Rgo d_t'nllar+agger nt 329na Sian.••ASn.aR7-iRTt This State of Florida is an AA/EEO employer,fnnvr/rlhr 71107.7013.51010 orrierrea,;;,Pri4ary 515tdment;;[eeasyib;lity Slot nt::Rotund Statement Under Florida law,email addresses are punticreuitdl.it you do not want your a-mall address released in response.to o pubi*iecords request,.do not send electronic mitt to this entity.Instead,eamact tito onaoc uy,.phone or'by tradatovat malt.Iryou have soy atlestiom,ptcase contact 850Aa *Pursuant to*Pursua to SW on 453.275t1), Florida statutes,effective oaoocr 1,2012,Gcanstim hcensed underChopter 455,r•.S:must provide the ocpattment with an email address it May have one.The emaas OMWded may be'used farof ial communi6ifon Wirt We licensee.I*yever amall addresses arc pubiid retVro.if you do not wisit to supply a personal address;picric provide the Department with an email address which Can be made avadabie to the publtGTa determine it you are a hWate under Cttapler455,F.S.,Ouse click hem, _ PtaductAptri�''r'o�val ACSelits: n FF-EEO GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING 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 WINO 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 E(CEED THE MAXIMUM(ASA:)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 A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES n &.dA1 BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S:O)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 1S, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS'P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.'HOWEVER,A WIND DURATION FACTOR CD-1.66 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION.SHUTTER SYSTEMS'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 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 J0214.01-03,00715i01-03,#1004.01-05.01214.01-05.00317.02-D6,iD609.01-10 AND#0210.01-11 AS.PER TAS-2Di,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(D AND HV WINDOW BLADE.A 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 APPLICADW ' -HV WINDOW BLADE©'00505.01-08 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 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV SLADE@ AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN 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#140.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL Sr.COATED WITH BERTHA NV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE KV MARKING ON-THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALC BE.ALUMINUM ASSOCIATION ALLOY AND TEMPER.AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR' END ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-75,ALLOY. - MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5O018 WITH 50 ksi MIN.YIELD STRFJIGTH,AND 90 ksi LAIN,TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLCRIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE,&BLOCK SHEET 14 6.,BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AIM 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE QQ ; 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16' HV BLADE Di &© WORKING 1N UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETALS 7-12&X.WOOD SHEET 18 8.,THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 86'779,582.,COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT,Q5'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE GAS ONLY 9.17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO 8E ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK .ALL SHUTTER COMPONENT EDGES.WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELF/ARON SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR.OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL FW AND HO LOCKS. AREA 4: HV WINDOW BLADE 6)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 SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 17D9.9.2 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 SITE SPECIFIC PROJECT;I.e.VIHERE 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.O..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS, IN THE STATE OF FLORIDA (e)THIS PIED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (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.E.D.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.C.D.SHALL BEAR THE DATE AND ORIGINAL SEA.AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. u+'+"'°""•o FLORDA BUILDING CODE(Non High Velocity Hurricane Zone' 111E,;S �T% ww.. 02017 TTLTECO,INC. ©2017 EASTERN METAL SUPPLY. INC. ENS, BERTHA HVTM 1 L E C O N A■S■S■A. Accordion Shutter System H.V. MAX#1 W/OR W/O H.V, WINDOW BLADE �� 6� American Shutter Systems LV.N DESCRIPTION DATE DRAWN BY: La \ TILLIT TESTING &.ENGINEERING COMPANY +: T ; a Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 \\ 6355 1..35I.St.,Ste.308.VMRA GNRDENS,FLOROA 331E J' Phone;(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No +r '• Rl 6��L\\ a-moa:tiltec000aLa6m West Palm Beach, FL 33407 3 y 11 EB-0006719- 17-1 07 17 M ,11� tYALTER'L TLLR Jr.P.E. 4 FLORIDA Ue.#44167 5 SHEET P.E. SFJ;t�S)GNA'iURE/DATE 6 i OF 20 I e, I'm TOR W46GN EBIIE VARIES1.918" 1.4 h ` a6� N e 34 .o atl a 6'• of o Mm,. A 1.20" ti �• 4.371" m,5q• ��� 059 r 4.857" 4.999" r .375' N 0.HV 90-/180- STARTER 1O SOLID 8 E 3�HV UNIVERSAL .FLOATER p'` COVERED UNDER PATENT # 54 179 ° QUALIFIED FOR USE Wf QUALIFIED FOR USE W/ HV BLADED 4 V DIRECT OU HV eIADEDi 1A V WINDO t 6005-TS ALLOY AND TEMPER FIEO FOR U(S�E W HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE Nb ,37- r o 6063-TS ALLOY AND TEMPER 3.226' 6063- ALLOY A TEMP .124 r. 085" :a v 670" y 2.670" 3.�56" ) 1.000" .670" - 2.226" 072 ry c 842! c o iv 4.897" .j a o A15" 2.092- fir Q7 HV ADJ. ADAPTER W/LIP 4.436' i2- 1.375" ° 72" 3.226"� - °072 QUALIFIED FOR USE 1V/ HV �HV WALK-OVER TRACK 920.- ©HV ADJ. FLOOR TRACK BLADE 10 QUALIFIED FOR USE W/ HV 09HV TRENCH -TRACK 55" 3.750" 6063-T6 ALLOY AND TEMPER BLADE(1� OR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AM TEMPER BLADE NLY. 10 HV RAINGUARD BLADE(1 6063-T6 ALLOY A TEMPER QUALIFIED FOR I�E W/ HV 6063-T6 ALLOY AND TEMPER - VARtES ^ 1.936' BLADE.1 1" 1.915" VARIES i.g36" 6063-T6 ALLOY A O TEMPER 1.917" a .093-m �n o rOd3" "I 093' .100 I_ I� G93' m .060" o .093" .09"oI.060" .060"o n 670 �y]b I 670 1.686" d CZtA 670 3:529 I. �? I 3 52°- 1 0 .5 0' 670 .mE_, 11 HV CEILING HEADER 1 ITV HEADER/SILL 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE(1�ONLY. O OW&LL HEAD 6063-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 14 SEE SECTIONS FOR VALID SEE SECTIONS FOR,VALIDITY. QUALIFIED 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AHD TEMPER BLADE 9 ONLY. 6063-T6 ALLOY AND TEMPER T1 COMPONENT A B T1, T2 ' Effl EI 115 17 2" 5"MA%. 1/8- 1/8" B if 18 2" 5-MAX. 0.192" 0.192" 16 SIDE ANGLES 0 CORNER- POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5- 7-MAX. 0.190" 0:190" QUALIFIED FOR USE W/ HV BLADE 10 QUALIFIED F0&USE 1V/ HV BLADE 10 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. A 2" 5"MAX. 0.139"�0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone +1` ti A. g. ®2017 EASTERN METAL SUPPLY, INC. +++'P���.,.•►(/i�n+ ®2D,7 TILTECD.INC. .. = BERTHA HVTM ��CENSF;% .■A■S S A Accordion Shutter System L E C O INC. � H.V. BLADE#1 W/'OR W/0 H.V. WINDOW BLADE / /�7 7•*1 .TILLIT TESTING & ENGINEERING COMPANY American Shutter SySfemS. E,,,No DESCRIPTION DATE DRAxr fin L.c. rTAC'T ' r 6355 II.W.36,.SL•Slv.305.MRGIMA GARDENS.MRMA 3316 ASSOCiation, Inc. t OLD 15-085 7/27/1 GATE: 07/27117 >~ 4268 Westroads Drive 2 `S• t,� -Phone:(305)871-1530.F-:(3°5)671-1531 DRAWING NO m- ol:ullmmmeaoi.tmn West Palm Beach, FL 33407 3 '7_ 07 ctn O'•.��{Q�`•' k, 1� Ee-000671e / ........ +1+ WALTER A.MUJT Jr.P.E 4 0 pl EEC !+ rLowoA U�g a4167 5 SHEET P.E:'SFA A EIYYfIt�E/DATE 6 2 OF 20 4.660' .929" 1/4'-480 1/4'-20 DIE CAST 4.576" ,745' 2.293' MT 2.293" .745' 0.334' SSN. BARED PA'MEDDPA911IDry CRESS TUP.N - 1.325" y -•.�,i _ 0ER .454'(t I,7 N k KEYS(CNR°D NE (ROVE�IADTEO) 21 CEN AT ,.n'',�� ', ao, oso•4 1.325" m- ® F�V LOCK HV EGRESS LOCK QUALIFIED FOR USE HV BLADED& ONLY l«l V FLOATING C oy yy �. .875' QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ H 6063-76 ALLOT QUA IED FOR USE W/ HV BLADE 1 & 1 ONLY �y / 6063-T6 ALLOY AND TEMPER CORE C TER BLADE 01 & LADE 1Q& ON 0ALIFIED FOR USE W/ HV BLADE 1 ONLY .250 D. Ste' 2.674" 6063-T6 ALLOY AND TEMPER HEAD 1.756" .922' 4.045" _42. HOLD CREW D TOm n m i 2.079' 1.753" �I 1 o -760'AFTER RIVETING t5i t. n c p6 mo N A��. Os no 1 .625" ? n BEF RE RIVETING „ 1/eln 0-20 x 3/4 r y si q S.S. THUMBSCREW 1 4 -20 UT# �`� *SERIES 9444.ALUMINUM(2024-T3 ALLOY)cu IARGE MIIGE THIN I 27 0 I ].]50' SHEET NUIsERT,PART 0320, Mt1UFACTUREO.BY AVOEL m m g22' TEXTORN,PARSIPPENY, JERSEY 07054 OR EQUAL PLAN °I FRONT ELEVATION � HV MALE "T" LOCK CENTERMATE 4S6* n n 0 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEQONLY @g, HV FEMALE T LOCK CENTERMATE ® HV T LOCK TE USE W V LOCK QUALIFIED FOR USE W/ HV BLADE 10ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1)ONLY QUALIFIED HVIBLADEOO ONLY. QUALIFIEDBLADE07QONLY. 6063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- / 1917 1 1ft.6- 977" ZS 3.161 • 431 1. I THaM6TURN .063' Ofi3CYLINDER OR .214' 62 HE`f CYLINDER m v a.675'Min. 1 .125'Max. 31 D CE W LOCKING ROD T MATE W LOCKING ROD S0 Id o ODD o QU 60 3-F ALLOY AND TEMPER',,,,,,DE 1 & A QUALIFlED FOR USE W/ HV BLADE 1 8( A F�� HD CENTERMATE'S INSERT 80i 6063-TB ALLOY AND TEMPER m o vAP.IEs. 12"MIN. QUALIFlED FOR USE W/ HV BLADE,)& to t/4"0-20 s.S.OR 3/et73D' 6063-T6 ALLOY ahND TEMPER THUMfiiURN / !IWAL TIMBSCREV15. *1/2" I CYLINDER (SEE OET (-� Do - OR KEY 1.57 lRn. CYLINDER (1/4-0 178'LOCKING RODZ _ 34 HD LOCK N QUAED FOR USE W/ HV BLADE• 375'm 6 T6 ALLOY AND TEMPER HV 3j8"0-16 ACETAL 1/9-" 0-20 AISI 304 B1'REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 76" HOLE THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE iO& DSILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR , HV BLADE Qi QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA•BUILDING CODE(Mon Nigh Velocity Hurricane Zone 1f,10 Wk A. T!/,�� V2017 TILTECO,INC. 92017 EASTERN METAL SUPPLY, INC. P •`BEN^ 21% BERTHA HVTM 1 L E C O .N AL S.S.A. Accordion Shutter System " H v BLADE#i w/OR w/o Kv. ynNDow MADE 7 •. American Shutter Systems EV•N. DESCRIPTION DATE DRAWN fiY: L.C. TILLIi TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-085 7/27/1 DATE: 07/27/17 'Q'. ST�•t'C f1 • 6355 il.W.36th.St.Sm.305.MRVM,GARDENS,nORMA 3316 '.J� �CC.I/ \' Phone (305)871-1530.Fmx:(305)871-1531 4268 Westroads Drive 2 DRAWING No O '•. F °° 0_mma:191e:°®°m.co n West Palm Beach, FL 33407 3 '7,_107 :.et .. CORIDP:'a4G EB-0006719 4 V ••'•••••••••• [.� ,1 VJALTER A.11.Jr.P.E. •, v,t 11 FLORIDA Ue.9 44167 5 SHEET P.E.S6AL �IdA RODATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 1 Y MIN. CE .0625' 41 4D 49 i I I TO BLADE T 1A .1875'1 1-,- 1� Q HV BLADE 1 0625 .0625' HV BLADE 1 A I wi �I� rm wlNoow BLADE .os2s' ��on x-x !I•. BLADE'S 'o OPENIN .0625"� 1875' Y HV LONG RECESSED NYLON BUSHING z +' ro KNUCKLE ® HV SHORT RECESSED NYLON BUSHING , I o a I I R1.750 11/��411 ® HV NYLON HAT WASHER �: ©OR 0 , w FLAT PORTION urI ; �� 3 50" ® HV WHEEL.CARRIAGE AISI 302-303 SERIES _ ( I I 45y'0 40 i i p / ��a2.8750' X 0.870"x3/16" THICK NYLON WHEEL. 2 7C/F MIN. HV WINDOW j 0.188"0 AISI 302 SERIES S.S. RIVETS �'•I— 3i5"° SEPARATION 03•00 it I _S e�invD 0625'y.0625 3.7500" ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR a OPENINGS oN cE3Nr/F4RsC1 Dr+r_r 4 3 HV 2 3 4 ACCORDION PIN W #8 HEAD * L b 7500" CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW BET"EEN TYPICAL HV WINDOW BLADE lI W AND 39 ! 3 POLYCARBONATE HV WINDOW DETAIL _ I OOR (0 I ® or 4@3 + I N.T.S. WENOTE FOR I j I j REQUIREMENTS) ! OOR ® i i DIc POOLYCARBONATE IMPACT RESISTANT HV WINDOW i SAYER MAKROLON 3103 POLYCARBONATE * Y I RESINS, UV-STABILIZED GRADE OR SABIC H!j PIN RE UIREM BLADE KNUCKLE FOR1TO BLADE Bari M INNOVATIVE PLASTIC LEXAN 103 RESIN i I (SEE NOTE "F" ON SHEET 19). V 1 sw 01 OR o g (1) HV PIN 9 SHALL ALWAYS BE USED AT ALL EXTERIOR c�No ! ! i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR j I POLYCARBONATE SOURCES FOR 4a HV BLADE. TYPICAL SHUTTER ASSEMBLY ! EXTERIOR T>�PROPERms �6T p1� R�Lr N.T.S. -,•Hv PIN®2 OR 4 AT REFERDICE "�'"L,�•'a "'� (2) HV.PIN ® MAY BE USED IN LIEU OF (g AND ONLY AT ExTMROR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Wf HV 1Q 90.324" (SEE NOTE * FOR SPECLFTCCORKA ASTU D792 0.0431bV 0.043 fi n BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. Da8 µ 1 m REQUIREMENTS) sTRaDTR ASTu Da36 s,4w pac. spw p..a. FUXURAL Sm_-:OTH AT HELD ASIR D760 12,Ew p.4.1. 13,400 p.11. (3) HV PIN © OR ®3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER m ilI FLEYURAL MODULUS AST1107:O 3,.:.pa.t 3a.wo paL SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8j 9 iI ill s, SHEET ( NOTa®I DO u 0256 16 Fr-p! n FT-ems i .,�s,R�,�N Lx>o.c7F,rsnOs� > glp EN E DSM ASTM 02843 47.2 S 64.S L VAX WHEEL CARRIAGE DETAIL RATE O7 EVMw`0 AM 063S O-I cuss O-I CLASS ASSEMBLY LAYOUT SELF IeOncH AMUore29 040 F 9E0'F N.rS n^/iTNERINF: .LSIY 0153 1C1SRE STFE/.CM AFTER WEA1HERNc ASTM 638 9302 p.,! 8840 p,.:. (1� HV BLADE SOLID & �A HV WINDOW BLADE DETAILS m+ssEsrREssB�OREnrAnERm'c 0.SDI63B 1 9461p.,.L 1 8860p.1J. N.T.S. 1111j /�1TjJ�. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ``�, e •:�`� s ,• ,•�-� 02017 TILTECO.INC. ®20 BERTHA SUHLVTM iL A S S A Accordion Shutter System / L E CO INC. ■ ■ H.v. BLADE#1 w/OR w/o H.v.vllrmow BADE TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems Y REV.N DESCRIPTION DATE DRAWN 0 7 '•..r KK�III44I1'• \` By55 H..S6N.5�,Sta 305,NAG08ACARD°JiS,FLOA�DA 3316 Association, Inc. 1 OLD 15-085 7�27�1 GATE: 0]/27/17 _ (nwxn)�—.- .e 4268 Westroads Drive 2 ^ Ph— (305)871-1530.Fox:(305)871-1531 DRAWING ND .�Lss,`O..RLL0 °-" w�06n9I�cm West Palm Beach, FL 33407 3 7_ 07 4 WALTER A TILUT Jr.P.E. SHEET P.E. SEAL/SIGNATURE/DATE FLORIDA I O 44167 6 4 OF 20 *NOTES ON HV LOCKS AND CENTERMATES: A e c D w u u s i u � `°"�' S 1,MANDATORY CONDITION I!,ONE HV LOCK @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BE OW i 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INST T10N5 T ANY ELEVATION. HV LOCK�or(g MAYBE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED T0�OR d 1 I n f n n CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2.OM04AS CON13MON ft IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 0, O LOCKS 42 .U OR 29 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 1� OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE -- 'r LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. mme-we V 3. oFnoNAL CONDMON 42 01AUD ONLY WH DATORY CONDITION il OR LIMITED MANDATORY CONDMON J7 la UD W/TWO H V LOCKc)• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITON, BUT MAY ° 4 a�5bag6 ca0oR(5Y4' °'PS BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), ° 4, MANDATORY CONDITION a ONE HV LOCK® 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 22 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �$ NDc-ave MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. IF W�- m 'e ° N3 jo: gi $. gt MAIES OR 2: ONE ALTERNATE HV LOCK MAY BE USE IN LIEU OF HV LOCK or¢�FOR ANY SPAN AND SiS 92 INSTALATIONS AT ANY ELEVATION.AL ERNATE LOCK� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT O 7x� '; $� OF 1/4'0-20x3/4"S.S.THUMBSCREW TO©OR(3 CENTERMATES SHALL BE MADE W/ 1/4"0-200/4'ALUM. —Ne�I WD �o� RNNUT AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. �c 6. ��"NDATORY GONDTT101-0 4 3 FOR KEYSTONE MOUNTING INc'rLLATONc• ONE HV LOCK @ or @'or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN bM 12"ABOVE OR 8ELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK or or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or(g SYMMETRICAL CENTERMATES W) (2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE ENO M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/0 CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D f E H 1 J x L N P o R V W X 18 TYYPP 1FoULL 1 *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. IL OF CORNER TERIMTE t. SECOND AMNATE TO MAN CONDITION#11 VALII2 ONLY FOR W'r LOCK AND CENTERMATES a AND CEN ^ ONE ALTERNATE HV'T"LOCK �MAY BE INSTALLED IN LIEU OF HV LOCKS�OR FOR ANY SPAN AND ^Da 4a 6 •jj7��oa S �10 oa INSIALLA71ON AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT �y IL- O LJ O O'er OF LOCK®INCLUDES USING REINFORCING LOCKER 1J,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE l0•15 0 ©• 1�� lQ• oa CONNECTED TO CENTERMATES @ AND @ W/ 1/4"0-20 x 1 1/2"LONG S.S. THREADED BOLT W/7/6% x 3/32" O. •© O O WINGNUT OR W/ 1/4"0-20x1"S.S.M.S. INTO A 1/4"Ox 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 05 `®°R 6 7 1 ax 6 7 1 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS Sa TOP AND BOTOM IS MANDATORY. (J @-13 bJ�08 0- ®.0-O.13 cR 19.0«�• *NOTES ON HD LOCKS & CENTERMATES_ /� 1 NO L�GIr_3 �f HD CENTERMATES�1 OR 32 W/C3 ONE ALTERNATE HO LOCK IS NAYSE USED IN LIEU OF TYPICAL C1� HV BLADE SHUTTER ELEVATION FN LOCKS(�OR�g FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVA710N.ALTERNATE HD LOCK i4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK(34 TO C IS W/3#8 x 3/8"F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS H08-HV8 AND HDC-HVC,SHEET 10.LOCK MAY 8E INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS O`DS IS COMPLETELY OPTIONAL FLORIDA BUILDING C E( on High elocity Hurricane one: ,11T1 t11t.• .. ., �r 4= 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. '�inis' �� BERTHA HVTM c Accordion Shutter System A■S■S■A■ H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev,N DESCRIPTIDII DATE DRMVN BY: L.C. �O F•• Df�`\' 6156 ILe+.36h.St.,St..305.%RONA WFDENS.FLORDA 3l16 Association, Inc. 1 OLD 15-085 7/27/1 DATE 07/27/17 Phona:(305)871-1530.Fo::(305)871-1531 4268 Westroads Drive 2 DRAWING No (� EB- a-mo%Dlteco0°ot.eom West Palm Beach, FL 33407 3 1 7_1 07 •,•%sVJVv\ 1`1T 1YALTDi,1.0TILLR79r.P.E. 4 ALV�� F.ORIDA U..Z 44161 5 SHEET P.E. SEALjS=VIJRE/DATE 6 5 OF 20 NCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR'CONCRETE BLOCK POURED CONCRETE SHEET 13) REQUIRED CONCRETE ANCHORS IAACHINE1/4"0-2OSCREVJS S.S. CONCRETE REQUIRED REQUIRED F FCR / 1 / , (SEE SCHEDULE ON NU 1/ 120 / •'1;�•^/ CONCRETE ANCHORS / / 1 1 1 8 RSA EYSTONE(SEE uOUNLU:G®oN SHEET 7) �/ / SHEET 13) NUTS® 12.O.C. (SEE SCHEDULE ON SHEET 13) 12 OR 14 / 1 / Mtn• /. , /- IAin. 1/4'm-20x3/4"SS. �' --- EO E MACHINE SCRELas L ,/ ____ FEO E0� / USING 1/4"-20 NUTS r - 19 111111 1/2, -- E.D.t / f 1 .250'Mmx. /�/ r/ /_/ 13 OR / / 5 f 13 OR 15 r I # � I I .250'Max. f E.'D. �` P I Max. / � 11 K. oarlaNAL i iI l / ) / / ' aPTIONAL ( / 1n.5��P( E I I ro aAs(SEE I I f MIN.SEPARATION TO GLASS 1 I-III Oa¢Julr I 1 OR 1�♦ r I' GLASS SCI-EDUCE ON SHEET 11) I I I EXISTING I �(06� MIN.SEPARATION TO GLASS 1 I I r GLASS'-'+ I (SEE SCHEDULE ON SHEET 11) EXISTING II t 01� ©HV WALL HEADER INSTALLATION (A� HV WALL HEADER INSTALLATION 80 HV WALL HEADER INSTALLATION + KEYSTONE EXISTING I ' MIN.SEPARATION TO GLASS GLASS—� �y�PAop J ' i i /^�♦ 'I I r 1 EXIS'RNG�—(SEE SCHEDULE ON SHEET II) 1 TO agSS(SEE i 1 1 OR 1�' MIN.SEPARATION TO GLASS GLASS i 1fE —i I I I (SEE SCHEDULE ON SHEET t 1) p 19 6A0E50&® I1 1 o E%ISTING I I /"/ / / (OPTIONAL ii 1r 0,��—; I i I I /./ /E.D/ I ri i 11 4 1/4"Mm M.. OPTIONAL E.D.t ED.• ,1 / 1.D.+� / / I I ,• / - 19 - -r LE O -E0 12 OR 14 / IJr--�- 1/4'm-20x3/4'S.S. / / AGn. j- - LED EO PHILt1P5 TRUSS HEAD //!'!/J j / CONCRETE ANCHORS 1/4•m-20x3/4'SS.PHIWPS MACHINE SCREWS USING L..L 4 TRUSS HEAD h1ACHINE SCREIVS CONCRETE ANCHORS /` / 17 OR 18 I. 1/4'-20 NUTS 0 12"D.C. r (SEE SCHEDULE OIJ YI/1/4"-20(JUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) , /y JJ POURED CONCRETE SHEET 13) POURED CONCRETE JJJ ,%r J� , W. OR CONCRETE BLOCK OR CONCRETE BLOCK l� NCRETE ANCHORS REQUIRED WALL REQUIRED Op HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED ,r� HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS; l� INSTALLATION DETAILS W/. 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E.D. -EDGE DISTAIJCE `, ASSEMBLY ♦ SEE LIMJTATLONS OF USE FOR �� H V B LA D E 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE SON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. N JJJ o4.. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY, INC. 1� ✓'" 02017 TILTECO.INC. ``��� \CENSF• �-a BERTHA HVTM 4 A S S A Accordion Shutter System E C O ,N c. /1L wV. BADE#1 Wi OR W/b H.V.WINDOW MADE •• ' American Shutter Systems Ev.N DESCRIPTION DATE DRAVIN BY: LC. % °�QA�4' TILLIT TESTING & ENGINEERING COMPANY pesociation, Inc. t OLD 15-085 7/27/11 egrE: 07/27/17 +_ �'•.•�oAiDP,' 1, 6355 N.VI.35th.St,SW.305,l4RCA:lh CNWENS,FLOROA 3316 �,-i� Phan.:(30S)871-1330.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No e-mmEBHatecoC}9Leam West Palm Beach, FL 33407 s .17_,107 L! ` WALTER A.TLLUi J,P.E. 4 FLORIDA Uc.9 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 POURED CONCRETE ANCHORS I v_•a�uurcv i I r MIN.SEPARADOx i I CONCRETE (SEE SCHEDULE ON SHEET 13) m GLASS(SEE tr ) DR EXISTING i I I ( uss REQUIRED SO"".`ON SIM t GLASS-1 L' (.TO SCREcDUIE or 1 EDGE OF -'n foR BAre OjA4o i I I 94MT u �/ /j:' ; SLAB IF aEV06m@ i i e I �'10 CtASS�N I e I ) I 1 E D.*. APPLICABLE EXISTING� 1 1 l i I lE /�// t ALEXISTING AANNCHOR I I 1 ' I tl 1 I LASSO f/%//, r/A✓.���!//j`•j LOCATIONL I!� #10z3/4°HEX WASHER HD t t !11 OR 13 oR 5 - I 3/11 J m ET"L TEK SCREWS 0 12'O.C. EA i 41 i /f I f/i/j j EDGE OF SLAB IF I) vGLi 3/8 wN. CONCRE ANCHORS ` % - t r' / $ J/f/,/ f / % j APPLICABLE T 1 i I 6 7 (SEE SCHEDULE ON SHEET 13) / 111 / !I I / j{ /1!!/ EDLAB IF EXISTING EDGE OF—.A•j/ f/ j� !'/,! 1'I/i,/�! /, j / �/+ "/� / / GLASS—' SLAB IF i // � + t I!�1/2',/ 1 z / /: EDGE OF / / i` APPLICABLE /'` ! /• ; / / _ I Mta SEFARR APPUCABLE / / SLAB IF ' ID GLA4(SEE � I 1 Q.+'/ ! // / /I APPUG91f POURED POURED FLAT HEAD CONCRETE ANCHORS f % j/J J J/!/ D. CONCRETE ) -� FOR IN 9� POURED �/'`/,//f ! ;'/ //// j j CONCREfE REQUIRED (SEE SCHEDULE ON SHEEP 14 tt fort SAX mAa ♦ REQUIRED FLAT HEAD CONCRETE ANCHORS ON SHEET 19 PER T OR � CONCRETE 11 BADMO&S REQUIRED D.• E D.'--7 (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF A.S.D. QI HV FLOOR INSTALLATION t OI HV WALK—AVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER © HV CEILING INSTALLATION SCHEDULE #3, SHEET 11 EMG Yft SD'/TNi1LN Gl S— I CONCRETE ANCHORS rr—(SEE SCREMAZPUIES �_ ro GLus II I Oj (SEE SCHEDULE ON 1/4.0 ITW BIEII)EX TFPCON W/ EXISTING SHEET 15) TECWJOLDGY�1/4', ,EXISTING—I POZVG EXISTING_y GLASS-1--{ a PaKS I I FASTENERS / GLASS GLASS +(srwgtsnT n1 (au SOmAa O.C. W.EMBJ)RR o 6' MAX. FOR UP TO 6'_O'SPAN AND I 10 4'QC.FOR SPANS LARGER THA4 I ICI PLY 1/4• / ! 1T1 I SEI:�I Ar E ERY FFAS1ENER HIM ' I 1 1 I I'I 11 IrMAX. (FM.)(SRE NOTE T ON 1 2' 3 T HEX �!' 1 SH'cET tt FOR.LWTAR S 3/B• r I OR.1 S 1 I 1 I WASHER HEAD `.j D.!/ /! I MAX. / 't MIN. I I TEK SCREWS CCNf.SFALALR /,1, ® 12.O.C. ! fA, $ I I i. 'i,E 14:3 4 HEX HEAD,/{i 1 3'8 irL• 1 3/8. H / _ / //• i 3 I'/ ,�__ iO / �+ ( -j- zj�' 1 4• I. • / /j O I2'0-C.c620 NUTS TEK SCREWS®9"O.C. CONCRETE ANCHORS Y 6 7 �3/C 14x3 4'S.D.S. !; I/ __ 11 1/ OR 1 4'0-20 S.S.M.S. I �9'0.C. Max. �'I '••• j j'' W/NUT®9"O.C. t (SEE SCHEDULE ON 1 / U1Y SHEET ta) j ! / I . / EbSRNG NON SfRUCTUM r ------ )7 OR 18 1/2•1 511• j/ \� 17 R I$ .1:.2.OEDMIN. 7stf.ML TPoY(OECARAIM SLAB aF f/'`�j \ #14x3/4"F.H.S.D.S. LN. 17/8'=1--1 7/8' `�/ /�/ ,/ PPPUCABLE () l 11 ®9"O.C. REQUIRED //! ji 1 CONCRETE ANCHORS SEE NOTE 13 6 `SEE NOTE 13(E) / TLD /' POURED CONCRETE-1 (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE ON SHEET 1 a L!- / / !E D`//1 I OR C REDRETE BLOCK SHEET 14) OR CONCRETE BLOCK REQUIRED QM KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED 6U%IMUN A.S.O.DESIGN PRESSURE:464.-72 Paf CONCRETE K HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXIMUM SHUTTER SPAN 8'-0• REQUIRED QJ HV RAINGUARD INSTALLATION t now INSTALLATIONt THIS NOTE FOR COMBINATION OF SECTIONS: a REMOVABLE WHEN 4HEN PERFORMED E.D.=EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE LVARATIONS OF USE FOR I- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFlCATIONS ON SHEET 13) OR ENTRANCE ELIDE(9 ON SHEET 19 ASSEMBLY INSTALLATION DETAILS WJ O HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 17f'1 A. ] =+,. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1i1' o"vNICENS, 02017 DLTECO,INC. ©20 BER17 EASTERN THA ETAL SUHLVTIA *' O A S S A Accordion Shutter System L E C 1 N c. FLV. BLADE#1 W/OR W/0 H.V.WINDOW BLADE American Shutter Systems REV.N DESCRIPHON DATE DRAWN B. LC. d TILLIT TESTING & ENGINEERING COMPANY O @ e Association, Ine. + OLD 15-055 T/z7/1 DATE a7/27/r7 ICT'' 4 6355 N.W.3%U,.St,Sa.305,43iGmA GAROBC,FLORA 3318 PA (� 4268 Westroads Drive 2 I TL- + Phone:(3a5)871-19_'O.Fox:(3 5)871-1551 DRAWING No �AL ENS,\ ILL a .11:tin—c-t— West Palm Beach, FL 33407 3 7 f EB-0006710 4 1 /—1 07 +"....... . A I WALTER A TILLR Jr.P.E. S SHEET ++.�sAAI AA I FT.ORIDA Mc.B 44167 P.E. SEAL/SIGNATURE/DATE e 7 OF 20 SEE END yyAL ION D ILS O SHEETS 10 18 SEE NOTES ON LOCKING RODS®,HV LOCKS 2�or oUT 90' I IN % INSTALLATIONS W f 1 HV **BANDLADE ALTERNATE TA LOCK®011 SHEEP 5. —EXISTING GLASS BLADE W HV CENTERMATES BLADE SLACK DE7AC HVN IS H EL F0O CE117ERMA7E5 APPLICATION VKTH BLADE 1 OR SEE END WALL CONNECTION I 10•3c EXISTING GLASS DETAILS ON SHEETS 0 C 1 ©,18oxQ.�on® �ce ---------------------- —————————————————————— — 1) 1 I O O O © O 3 1/4" 7 6 1/2" 7• z•■z•>,+/6•.a'-z 8 + 8 a+ 9• �19• 5 (6063-T6 ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE Vr/(2) IT TAPcoN 1/2' °A©• A?ICHORS TO CONCRETE ; CENTERMATES CENTERMATES W/ (TOP/BOTTOM)& x .AI.S.® 12• WJ HV LOCK A Of {L�1 I MIN. SEPARATION (4)B1091/2•S:M.S.To TUBE etO3/4•So.c.SAIL LENGHT. HV LO—CK (24��oF 2�5 To cuss AT EACH ANGLE.(TYP) • ® � * 35* I 3 (ON SHEET 11) (SEE SCHEDULE 5 1. --------- - - ---- --- --- ------ --- -- ----- ,--- ------- 5 L �T 5 10•@°R©+13°R 1©•qOR O HVA ® HVQ ©oa®at©oO R®a l®3°A H�� POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK MALL ©`O•QcR©,O, 8c¢I ) 10.0°R©+�oAQ+Q cR --- �REOU ED `-----^------------ EXISTILIG�+®°"Q` @ SYMMETRICAL * IN 6 7 1 0¢ 6 7 8 MIN. SEPARATIov (— �cvss a �®�R1s+®�«�•�S J�cussl 1 CENTERMATES 6 ©.®°RQ, 41°R®.®°R TO CHEO 5 /! ��� /'6* is SCHEDULE — —���®--—. HV�OCK f�L�bl (INTER OR) ®•®a+Q'Q°A�'� ON SHEET 11) //•r /,-� 1 MIN. SEPARATION -----� TO GLASS (SEE SCHEDULE OPDOtJPL / ------------ ON SHEET 11) (INTERIOR) ` T ------/----- ----- - i CONCRETE �.' 1 TO 1B•O.C. , 90' * as ®. C7 *V•/'6 a ® o U 1 6 1/2"MAX.SLACK oUT 3 * 5 (EXTERIOR) HVE HVF** HVQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone p' •'•, '� ID2017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM ASSA 7 L E7�5 ,N�. Accordion Shutter System H.v �#1 w/OR w/o H.V. 1MNDOW BADE b� TILLIT TESTING & ENGINEERING COMPANY American Shutter Sy5t8mS REV.No DESCRIPNON GATE DRAYR!BY: L.C. fi '.Q A� s3s5 liw.aetn.st.,se.sos.utRCINw c.�fl00as,FLaann sn16 Association, Inc. 1 OLD 15-085 7/27/17 DATE: 07/27/17 lip•. ( <�+ 4268 Westroads Drive 2 DRAWING No P6ona:(305)871-1530.Fax:(305)871-1531 -man:L:Ie°°°e°°L°°m West Palm Beach, FL 33407 3 ,�7_,�07 R A.TIL6719 4 ' �. L e clr 1VALTER A.TILLR Jr.P.E. P.E.^SE Z SflGNATURE/DATE FLORIDA Lie. 44167 a SHEET OF 20 ALTERNATE INSTALLATION Wf HV "T" LOCK .i�0e HV MALE/FEMALE "T" LOCKS CENTERMATES 2�9 & LOCKERS at W/nj HV BLADE SFF END CONNECTION DETAILS ON SHEETS 10 A 1s INSTALLATION In HV BLADE. ' OUT IN i,�Ensw`GLASS 6LAD �StACK OETA!L HVF.INDICATED 04 SHEET 8, WZ HD CENTERMATES L�p.�� AS WELL AS UMrF6AL FLOATING E3ADE O DETAIL HDO-HVD. ®m©,O-tDca 10'®m IMECATED ON THS SHEET,WAY BE USED WITH TRES ALTERNAT4 SEE END WALL CONNECTION I 10 a©m®•®m©•®m INSTALLATION DErAT HVG sHm.N IN THIS SHEET. DETAILS ON SHEETS 10 r!< is 7 I ®,gym®•�m�.®m u:GLi6x�x7EF O C r Ai (OPTIONAL) 4* (DPnalA*i) MOH IT 70 CO\TRETE -. _—_ —— .? a0P(DOTfOfQ (4)g10vi/a'8.0.5.TO TUEE j / /1W/+'saLs.0 1r IN AT EACH ANGLC MP) O.G NLL La:GM. rK I N 4 H.V. (4)H.V. 3 an,SOP A 30 HV 'T" Pws(TYP.) PIN (nP.) 5 3 LOCK (INSIDE) I A 1 11 +) 0 � I I � 5 1 28 29 1 1 1 ale /4' z J/e• ' ^ 5 3 OUT 31 aR 2 Sc 3 31 DR©2 31 DR 32 35 31 oR 32 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (DFNICNAL) *SEE NOTE E FOR fN LOCK®• W/ 7/8"A x 3/32" WINGNUT. (oPrmwW HDB—HVB OUT HDC—HVC -T•LOCK.ON SHEET s. * O SYMMETRICAL HD CENTERMATES ®0 HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES H�/V� W/ o LOCK..(EXTERIOR) W/ iCI* LOCK (INTERIOR) •I'SERIES 9444 AWM7NM (2024-T3 ALLOY)VACS FVMCE THIN ®e•©•OmOv10•®m SHEET NLFmm.PART!0820. —3. .•o$m®•®mQ.®m AS MANUFACTURED BY AVDEL CHERRY MaORN,PARSIPPENY.NEW JERSEY ©•7O•©m©•O7 •®w 07054 OR EOU/L '®m®•�mO'©m . a•pmp•�mp.�mp•® -0001001� D *SEE N RODS®NOTES M LOCIONO a r0 4)ix".ON SXw 5 T UNNERSAL FWATNG flt/r£©CUM h70-%M IS WWO FOR AIL CE MXMATES APPUM N=:M WiH EUpE(D HDD-HVD;* FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane •. `V m 2017 EASTERN METAL SUPPLY, INC. '��CEN 02017 TILTECO.INC. BERTHA HVTM y A S S A Accordion Shutter System L E C O 1 N C. H.V. MADE#1 W/OR W/O KV. WM IDCAN BLADE American Shutter Systems R9V.N DESCRIPTION DATE DRAWN BY: LC. !% TILLIT TESTING k ENGINEERING COMPANY O�'•• �!Q• �� Association, Inc. 1 OLD 15-085 7/27/1 DATE o7/z7/n n p 4r 1� e355 H.W.36'.h.St.,St..305.NRG51N GARDENS.FLORIDA SSIe 4268 Westroads Drive 2 V T•'• Phone (306)671-1530,Fax:(305)871-1331 DRAWING No •e, ("' s 111 a-mall:UltecoOcol.com West Palm Beach, FL 33407 3 OVAL VIN Fj0 A'lAUER -wLLIT1Br.P.E. 4 17-107 FLORIDA Lie.§44167 S SHEET P.E. SEAL/SIGNATURE/DATE B 9 OF 20 ! POURED CONCRETE >--POURED CONCRETE POURED CONCRETE q POURED CONCRETE OR \,I _ _•_•�I� OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL %� OR CONCRETE // -•• �1---- l/ /' / BLOCK WALL REQUIRED � � /� BLOCK WALL REOUIRED BLOCK WALL REQUIRED /j J•l REQUIRED ♦ /� / l' EXIST' GLASS �E%ISIING CLF55 / 2"MIN.. EXISTING GLASS CONCRETE ANCHOR'/ //. EXISTING GLASS •1� /� % TT- �' /,/ �•,• / / o I6"O.C. �f % — _ f/ / / f ON.SEPARITICN / — 1 / % / TO CLASS(SEE I / I,01 SEPARATION r 41 t I / M!N.SEPARATION / f M.tl,SEF'ARVIOV SCHEDULE ON SHEET II j• /' TO GABS(SEE ( / 1 I% F/ D EQ j'' TO LASS(SEE - 11 FOR B!ADEOAND / % SCFEDU.E ON SHEET I I I / TO CLASS SHEET 1 I t f SO4EDIAE ON SHEET 1/16"x3"MAX. ON SHEET 19 FOR 11 FOR BIADEQAN'D /J •' 11 FOR EIACE iQAAm (6O63-T6)CONT. BLADES(D& I) SLEET 79 FOR 1 J2" 11 FOR BLADE OR ON SHEET 19 FOR ALUM.CLOSER _ r� E4pDE5Oti Q� ' OON SHEET FOR (LOCATE R SIDE I BLADES 10&9a PLATE. (LOCATE 1I2 1 I ` T� OF 6 ) AT EITHER SIDE MIN 1/2"A11N, OF®)� I d•USE 1^OR 2"MAX. (110x1/2'S.1A.S. I I ----t` (ASALU APPL1 ABL)ANGLEB'xO'-2" 1 -—-— `J #100/2"S.M.S_J _—_--� a 16.O.C. -—- -`_.i 1 ® 16"O.C. I '4 (6063-T6 ALLOY)AT MIOHEIGHT U (1) P10.1/2'S.M.S.To®& (2)1/4-0 TAPCONS ANCHORS TO WALL AT 1"O.C. (LOCATE AT SEE OET FO 1 OR THER SIDE OF(D (DOR ®� SIDE ECTION OR� SEE DETAIL X FOR O OR 0 TRACKS SEE DETAIL X FO 4 SIDE CONNECTION I}}I ®'©' 7Om�'f0•®m SIDE CONNECTION ®'©'�°•� 10•�m 1 ®a 6•Qm B m 10•�m TO TRACKS a m 6- 7 a 8 a10•�m L,Dp®•`©•�•©•Qm TO TRACKS lop®m®•�©•©°' tOp®a©•®m©•©m 10.�a©.�3a©.©w ©.O.©®©.O.®m 6 .0.0a0-0•0w ©'Oj '©°°©•O•®® ©.Oj •©a©•O7 •®°, ©'®°"1®'�uOB•®°. ©'®"'I®•�gnO'®m @•@"0•@-@.®m ®•®m�•Om©•©`" O•@a@•@3mi@-@ m®.® ®•®v®•®m1®-.�5a®.® O.Oa®•©-@•@m®•® BO ®'0 ®mom®m®•® CONNECTION E IL�3 END CONNECTION DETAIL END CONNECTION DETAIL 2� 01 END CONNECTION DETAIL h REQUIRED ONLY FOR SPANS GREATER THAN 12'-0^ /-POURED CONCRETE OR EXISTING GLASS / CONCRETE BLOCK WALL — G�5 G / �. REQUIRED I MN.SEPARATION / �1ox1/2's.M.$` -------------\ l==_==_- / TO CLASS(SEE / WN.SEPAW.TION D c v'---- ' ti SCH7AILE Qt SHEET jl 70 GIlSS(SEE _ _ __ - ©OR®OR ))OR /- 11 FOR BLADED ND CONCRETE j 1/2'MIN. TO ON SHEET 4 "---'-�� --J �----- -- QORQOR(9OR(D / ON SHEET 19 FOR ANCHOR® 11 FOR BIAOE OAND ---- / EIADES O& 12'O.C. GN SHEET 79 FOR / CONCRETE• fE0 ) �J BLAC£S O&® �----- - OR� ANCHOR - ® O.C C >/.•i EQ -1f2_MIN. _ _- bOR®OftO OR MIN. , / ,% 2"MIN. / ♦ SEE UAIITATIONS OF USE FOR ������� y BLADE 1@ON SHEET 19 (9OR)SOR(qOR(gOR(g VIEW Y / 5 1 OR ®' I PLAN DETAIL oR END INSTALLATION POURED CONCRETE OR I ®a©•07 m© 10•®m 110,Q^+©,®`".©,I©m CONCRETE BLOCK WALL 10,®m©• I m REQUIRED a ©'© ©•O•©m©•O•®m BY BLADE OR 1 NV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 p•®mp•©mp.®m1 ;®' t,( NEC 0 DETAIL© a®® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 ,1..•C1I� 4+2077 DLTECO,INC. 02017 EASTERN METAL SUPPLY, INC. ,`+I� ••�V i+Y � � SF '•, BERTHA HVTM 1 L E C O .N . A■S■S.A■ Accordion Shutter System RV. EAOE#1 W/OR W/O KV.WINDOW BLADE American. Shutter Systems EV.N DESCRIPTION DATE DRAYM BY: LC t TILLIT TESTING k ENGINEERING COMPANY '�O'•. �. ;'Q�0 268 W stion. Inc. + OLD 15-085 7/27/1 DATE 07/27/17 t ,(.,•., ( �'� 6355 N.W.36U. 5)71 1530305. .RFax (3055,FLGA1-153.3316 4268 Westroods Drive 2 ' Phone (906)BJt-1590.Fax:(3a5)87f-163f DRAWING NO s '"•AA•• e- I:tnt...Cool West Palm Beach, FL 33407 3 17_ 07 �OJr�pf'A� +Ij1 WALTER A"LUT19r.P.E. A ''' /I/f//•/� FLORIDA Ue.B 44167 6 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+" OR "L-" * " (ft.). FOR INSTALLATIONS M MAXIMUM SHUTTER SPAN L+' W MAXIMUM SHUTTER SPAN*"L+" / OR "L-" (ft.) FOR INUA ATION G ND • NOTES; CENTERMATES. ® &® or or INSTALLATIONS W R "L (ft.) INSTALLATIONS / W RI CAL QFN F CONCRETE & VJ/ ONE H.V. LOCK ® or ® or or 1 & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®%V/ NO LOCKING RODS or ONE HV LOCK or®or & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATE® 280 29 W/ ONE W/ NO LOCKING RODS OR W/ NO LOCKING WALL A. B, C. D. E. L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE HO"T" LOCK 30 W/TWO LONG (SEE NOTES t,jt) RODS MOUNTING F. K & L M. RN S. &PV.Q A.S.D. DESIGN PRESSURE RATING. RODS 35 TOP & BOTTOM t55EE (VALID FOR MOUNTING It 2 PROCEDURE TO DETERMINE MAXIMUM SPAN FOR Nt�7FC SHEET 7) FLOOR/CEIUNG G. H, I, 11. J () CONCREi1-&lt00 INSrALATIONS O CONCRETE&WOOD MOUNTING -T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: ""MUM DESI uAlcvuu yuu CONCRETE & M A.S.D.O,oESI:1+ A.so.�wt INS7 LLATIONS ,�0.O`ICN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. FRESSUnE WALL MOUNTING FLOOP./CEIUNG PRMUR,• YfW.I,Il0Ult11t-0 FRESSURE Iun6G MOUNTING RANG 8, RATMC FLOOR/CEILING fAOUtMRG DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. (0'0'!') 1P 9J•> FLOOR/CEIUNG MDUNT1Nc 6—f-) OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (+oR-) (r OR-) (r OR-) FLOOR TALL MoufrtlN6 DETERMINE MAXIMUM SPAN -L-' FROM SCHEDULE. L 4 (11) L-(I) L+ (I) L-(I) L 4 (Ij L-(!y L+ to L-(ft) d lMAx9AUM SHUTTER SPA14 'L+'OR "L FOR 30 OR LESS 16'-0" 16'-0' 16'-0" i6'-0' 30 16'-0' 16'-0' 30 16'-0• 76'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10• 14'-10" 15'-2' t6'-a. 35 14,-10• 14•-10- 35 15'-2- 16'-1D' 105 PSI.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+•AND "L-'. 40 13•-10' IS-10" 14'-2" 15'-2" 40 13'-10' 13'-1o' 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IS-I" IS-1" 13'-4• 14'-3• 45 13'-1• 13'-1" 45 13•-4- 14'-3' t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' T2'-5" 12'-8" 13'-7- 50 12'-5" 12'-5" 50 12'-3- 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11'-10' 17'-10' 12'-1" 12'-11" 55 11'-10' 11'-70' S5 IT-I" IT' ill SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1l'-4' 11'-4• 11'-7° 12'-4' 60 17'-4' 11'-4' 60 10'-2' 10,-11" NOTE#5, SHEET 5. RATING: 65 10'-10• 10'-10' 11'-1" 11'-71' 65 10'-10" fa'-10' 65 9'-5- 10'-1• DETERMINE: 70 10'-6' 10'-61 10'-9' 11'-5' 70 10'-6" 10'-6' 70 W-9• 9-4' Lt+=,MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75 f0'-1' ID'-1" 10'-4' 11'-1" 75 10'-1' 10'-1' 75 - 8'-9' L2+= KW. SPAN FOR FLOOR/CEILING MOUNTING 'r'f EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10' 9'-10' 10'-0" 10'-9' 80 9'-10' 9•-10' SPAN'L+"OR'L-'AND MAXIMUM A.S.D.DESING 85 9'-6• 9'-6' 9'-9- 10'-5' 85 9'-6• 9'-6' PRESSURE RATING FOR INSTALV.TIOIJS INTO CONCRETE FOR A'GIVEN NEGATIVE A.S.D. DESIG14 PRESSURE 90 9'-3' 9'-3 9'-5 10'-7" 90 W-3• 9'-3' OR CONCRETE BLOCK SHALL BE UA1ffED AS FOLLOWS: RATING: 1- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: 95 9'-0" 8'-9• 9'-2" 9•-10" 95 9'-0' 8'-9- L, MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 B'-9' 8'-4' 9'-0" 9'-7- 100 8'-9" 8'-4• LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING !MOUNTING MOON SHEET 7. INSTALLATIONS.105 8'-T T-1 I" 8'-9" 9'-a' 105 8'-7• I 110 8'-4• 7'-7' 8•-7" 9'-2- 110 8'-4• 7--7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-a" 7'-3" 8•-4 B•-"" „5 8'-2• SEPARATION TO GLASS SCHEDULE !MINIMUM BETWEEN °Lt+•, •L2+', "Li-'AND "L2-- 120 8'-0" 6'-11• 8'-2 B'-9 120 8'-0 125 7'_10" 6'-8' 8'-0- 8'-5" 125 7'-10' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 V-8" 6'-5" 7'-10" 8'-1' 130 7'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9° 7'-9' 135 7'-7' WIND ZONE SPACING. 140 7'-5" 5-1r 7-7• r-6 440 7'-5• ASTM E-1996 SEPARATION 145 7'-3- 5'-9- 7'-5' V-3- 145 7'-3- TO GLASS 150 7'-2" 5-7" 7'-4- 7'-0' 150 7'-2' W-7' 155 7'-0' 5-5• 7'-2- 6'-9- 155 7'-1)• V-5• 1 THRU 3 160 C-11" 5'-2- 7'-7' 6'-7- 160 C-11" 5'-2• 165 6'-10' 5'-1' 7'-0' 6'-4' 155 6•-70' 5'-1' 170 6'-9" 4'-17 6'-11" 6'-2" 170 6'-9' 4'-11" 175 6'-7• 4'-9' 6'-9• 6'-0' 175 6'-7- 4'-9- 180 6'-5- 4'-8" 6'-B• -10" 885 6'-6" 4'-8' O H V BLADE 185 6'-5" -•-6" 6'-7• 5'-8" 185 6'-5' 4'-6" 190 6'-4' 4'-5" 6'-8" 190 6'-4' 4'-5" 195 6'-3" 4'-3" 6'-5- 5'-5' 995 V-3- 4'-3- 200 6'-2• 4:- 6'-4' S'-3' 200 V-2' 4'-2- 205 G'-1• 4'-1" 6'-3' ( 5•-1• 205 6'-1- ( ,lMi �.��^_ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 117•Q\'� , ��'�. 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. '��GENSF BERTHA HVTM IL EC O �N�. A.S.S.A. Accordion Shutter System 7 r H.V. BLADE#1 W/OR W/0 H.V.WRN!DON BLADE t -0•: f/( 1 7 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems !EV.Nc DESCRIPTION. DATE DRAMs BY:MLMY. LG. '•.,<,(_ .`%N 6355 tl.V(.361h.St.,St..305,VIRMN'IA GARDENS,FLORIDA 3318 Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 Y Phan°:(305)871-1530.Fa°:(305)871-1531 4268 Westroods Drive 2 :L�St�1 G\ t4tt e-mail:Ultecoccol.com West Palm Beach, FL 33407 3 DRAWING No ".u/ONAL`�N(11'F WALTER %TILUT19 J,P.E.P. 4 1 7-1 07 P.E. SEALS 1166RE/DATE FLORIDA uc.#44167 5 SHEET 6 11 OF 20 •:: '09 •: 1• :al r: •� :i m�mmm�Gi]�m mmmmQ��mm[flmm�®Q�OmmmQl' IS 0mwomor�r�m®a�00000 mmm000ao mmmono>vo mmmonronm ooDODoom ' mmm>Ea0000mmm>o1n>000mmmo p: Dr�DmmmoDuonmml�annonDonnonno �+mmQ7Doo0©©mmm000006imgums Q; pDmmm0o0DE�Iamf00oDooDDO000ODm mIDfi7D00[iO mIDm000[a0 QlIDi�l700[a�mmi0DOt7t7o mIDiL70<aOD[f OatQ7�7"'000 �0mmao000 mmIDt700[!0 mIDmDOQOSA m .....worm! 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SCHEDULE FOR A GIVEN MAX SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A R D DESIGN AEGATM1T PRESSURE RATING AND A CORRESPONDING MOUNUNG TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE NOUNANGS E.G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CaHCtEtrJ0prldiglE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.VC-3 ksi) MINMUM E WALL SILL MOUNTING G CEILING MOUNTING H FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTUREO BY I.T.W.SUIUDEX.'(Min.Cc=3 1.1 SPANO O O eMGHORS SPAdNG LFGII4D - 1/410 x 3/4'ALL POINTS SOUR-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.Vc 3 kst) (R) D OFSG7 t6G11DE PREiN3E RaPc( ,DESIGN ISfA1NE PRF591RE(WINO(p9) OQ@7 tSG,TM FRiSSURE RAR'C - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.rc -2 ksi) 30 p0 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON OR - 1/4"0 TAP ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC_AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY TAPCON MTH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SNUFFER SYSTEMS ASSOCIATION,INC. 14 I2 70 9 9 8 16 S.5 14 112 1 10 9 a 1 9 1 6"1 6 14 12 10 1 9 1 a 1 8. 6 6 THREADFORM TECHNOLOGY (Min.YC-3 ksi) 1-0. 14 12 10 1 9 1 8 8 5 6 14 12 10 9 B B 6 6 14 12 10 9 8. 8 6 e ALL POINTS SOUO-SET OR LM 14 12. 10 9 8 8 '6 6 14 12 10 9 8 8 '6 6 /4 t2 10 9 a 8 6 5 BLUE TAP YJ/CAP NOTE$: fa 12 10 9 e e 6 7 14 12 10 9 8 e 6 6 to t2 t0. 9 8a 6 e TAPPED+ Ill)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 a 7 5.5 3.5 14 12 10 9 a 8 6 6 74 12 10 9 6 8 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4.-0. f4 12 10 9 8 8 8 B 14 12 10 9 e 8 6 6 14 12 10 9 8 e 6 55 14 12 10 9 8 8 6 4 14 12 10 -9 e 8_ 6 4.5 14 12 f0 9 8 6 4 3.5 A.2)MINIMUM EMBEDMENT OF i/4'P x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO E,ABEOMf04f 14 12 f0 9 a 8 6 4.5 14 12 f0 9 e 6 6 SS 14 12 10 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20;$.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO •SEE 1AATATIW6 a ll•S FOR 14 12 70 9 75 SS SS - 14 12 70 '9 8 8 6 5 14 12 10 9 B 7 SS 4 guDE tIU"A ON SHUT'19 E1OST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 B 8 6 6 14 12 10 9 8. 8 6 5S 14 12 10 9 8 8 6 4.5 f4 12 10 9 6 7 4 - t4 12 l0 9 e 6.5 5 35 14 12 10 8 6.5 5 3.5 3 A.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. f4 12 10 9 B 7S 4S - 14 t2 10 9 e 8 6 4.5 14 t2 10- 9 a 6 4.5 75 ANCHORS-SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 7.5 6.S 4.5 - - 14 12 10 9 a 75 5S 4 t4 12 t0 9 a 6 4.S !.S NOTE$A1)k A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 8 B 6 14. 12 10 9 8 8 5 5 14 12 10 9 a 65 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 f0 a 75 5.5 3 - 14 12 10 8.6 7 5.5 4 3 14 t2 9 6.5 5.5 4 3 - (B) TO EXISTING.CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 6 8 - - 14 12 10 9 B 65 5 3,75 14 12 10 85 e 5 4 - - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 B 6-5 9.5 3 - - 14 12 10 9 8' 6.5 4.5 35 14 12 10 8 7 5 a5 3 t{ 12 f0 9 'e e - - is 12 10 0 e 7 S 4 t4 12 ID a 7.5 SS 4 J - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,:AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. i ,4 12 f0 8 65 4 - - 14 12 9 7.5 a 45 3.5 - 14 OS 7 5.5 {S 3S - - -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 BS 7 4 - 1{ 12 10 V. 7.5 5.5 a - 14 0. 9 . 75 {5 - - -1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS,FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY t4 12 7 SS 7 - - 14 12 10 9 75 55 4 - 14 12 9 7 . 4.5. 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AAERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 12 10 9 8 65 - - 14 12 10. 9 8 6 4 - 14 12 10 8 65 5 3.5 = NOTES: 14 12 85 7 5.5 3 - - 14 12 8 6.5 5S 4 3 - 25 957 6 5 4 .3 0.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.SUIE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND IAPCON 14 12 05 75 6 - 14 12 9.5 8 65 5 - - 14 12 8 1 6 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. ' 13 95 65 5 3S - - - 14 12 10 8 65 5 - - 14 12 8 6.5 5 4 - - 9•_0. 14 12 t0 9 & - - 74 12 10 9 75 4.5 - - 14 12 8S 7 85 ♦ - - 0.2)MINIMUM EMBEDMENT OF 1/49 x 3/4'ALL POINTS SCUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO f4 11.5 7S e 4 - 14 11 7 55 5 3.5 - - 11 8 55 45 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STU CO 14 12 8 BS 4.5 - - 14 12'8.5 7 5S 4 - - 14 10.5 7 55 6 4.5 - - MST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 7 6 4.5 - - 14 it 7 5.5 45 J.5 - - 14 12 l0 0 7.5 - - - 14 12 10 8 e.S 5 - - 14 12 e A 5 4 - - 8.3)IN CASE THAT PRECAST STONE;PRECAST CONCRETE.PANELS,PAVERS OR ANY VENEER BE FOUND ON THE'EXISTING WALL OR F100R, 14 10.5 7 5 3.5 - - ^ 13 9.5 6.5 5 6 3 - - 10 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH-TO REACH THE MAIN STRUCTURE SE HIND'SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 SS - - - - 14 115 9 6 5 4 - ^ 25 9.5 6 5 4 4 - - NOTES 8.1)&B.2)ABOVE FOR INSTALLATIONS,ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 105 8 5 - 14 12 6 6S SS 4 - - 13 t0 65 5 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11'_0" 14 IZ 10 - - - - - 14 12 9 7 6 4.5 - - u 1" 7 5S 45 35 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 114 9.3 5 - 12 9 8 4.5 4 3 - 9 7 45 35 3 - - 14 fD 7 - - - - - u 105 7 5.5 4.5 - - - n5 ds 5-5 45 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED:)VERSUS SPACING RELATIONSHIP FOR ANCHORS. B.S 7 4,5 - - - - 14 11.5 7:5 6 5 - - - 12 9 6 45 4' - - 14 12 10 - - - - - 14 12 8 8.5 55 - - 13' 10 6S 5 4 EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12'-0" _ _ _ _ 115 85 4.5 - - - - - 11 a 5.5 4 35 - - e 6� 4 �3 MAXIMUM ANCHOR SPACINGS ARE VALID FCR EDGE D:SGNCES'INDICATFD B0.0Yl,FOR E.D.1E55 THAN THE RIOCATED,REDUCE ANCHOR SPACING. 13.519.5 6 - - - - - 13 9.5 &S 5 4 - - - OS 8 5 4 - - - - BY.MULTWUYING SPACING SHOWN ON SCHEDULE BY THE FOLLOVANG FACTORS, B 65 - - 14 NOS 7 S.5 4.5 - - 11 &5 55 4S 3.5 - - - REDUCED SPACING OBTNNED USING FACTOR SHALL NOT BE LESS TITAN MINIMUM SPACRIG INDICATED FOR EACH ANCHOR TYPE. l3r_O. 14 12 - - - - - - 14 IFS 7.5 6 5 _ t2 9 6 45 4 - - FACTOR IOs 8 - - - - - 10 7.5 5 4 3 - zs s.e 4 3 ACTUAL TAPCON WITH.ADVANCED TAPPER + 125 6S - - - - - - 12. 9 6, 4.5 4 - - 95 7 s 4 - - - EDGE TAPCON ALL POINT SOLID SET, BLUE TAP W/CAP 8 fi - - - - 13 95 6S 5 - - - OS 7.5 s 4 - - - V BLADE OR DIa7ANCE THREADFORM TECHNOLOGY MIN.SPACING 14 12 - - - - 14 105 7 5.5 - - - - Il 8.5 55 45 - _ E.D. MIN.SPACING 3' MIN.SPACING 3' MIN.SPACING=3 1/2' MIN.SPACING J' 3 3/4' 4' 10 75 9 7 4.S 3S - - - - 7 5 35 3 - - - LADE W POURED CONCRETE& paw amoRETE SI= POURED CONCRETE&' POURED CONCRETE&PoIF+En tE 03NORUE BDat I15 9 8 4.5 45 - - - - 9 85 45 - - - - - ' WINDOW CONCRETE BLOCK WL ED.•31/Y MN ED.•2 T/2' CONCRETE BLOCK CONCRETE BLOCK LEN.ED.-3 1/Y MR ED-21/Y WL ED:•3• - MK ED.•J 1 IAK EO.3' 7.5 - - - - - - 12 9 6 - - - - - 9.5 7 4.5 - - - - - 3• 1.0 0.90 1.0 0.78 1.0 0.84 1.0 15+-0° 14 - - - - - - ,35 ,o fis. - - - - ^ os s 5 - - - - BLADE WORKING .z 1/2• - 0.81 1.0 - - o.B7 ro g - - - - - - &5 6.5 4 - - - - - 6.5 5' 3 - - - - - IN UNION 10 - - 105 8 5 - - 85 6 4 - - - - - 2• - 0.71 - - - a.61 7 _ - - - ttS a.s 5.s - - - - 9 6s 4s - - - - - 1 3/4' - 0.91 - - - 0.43 - 16'-0" 14 - _ _ _ _ _ _ 12S 9.5 8 - 10 7S 5 1 1/2' 0.35 - - - - 0.35 - g - - - - - - 9 6 4 - 95 - - 95 7 5 6 4 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ozon Tn:TECo,INC. (02017 EASTERN METAL SUPPLY,INC. E T• E G 41> .••`�C �vs�/ BERTHA HVTM L E C O N AI.S,S,A■ Accordion Shutter System * 0. RV. BADE#1 W/OR W/0 HV. WINDOW BLADE e American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15--085 7 21/17 DATE: 07/27/17 Tr 6355 NA-1.36tk.St.,Ste..30&VIROVIA WRDENS,FLCRIOA 33I O� '• �' Phm.:(3DS)871-1530.Fox:(3O5)871-1531 4268 Westroads Drive 2 DRAWING No ofilo ,:'`(�44 L44 a .):Fll4collaol:eom West Palm Beach, FL 33407 3 17-107 ............ \ilV1111 WALTER A LUIr J,P.E. 4 rc�NG 1 j FLORIDA U.g 44167 5 SHEET P.E.SCf+ AT(9RE GATE 6 13 OF.20 MAMMUM ANCHOR* SPACING (jp,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, B_S.D DESIGN NEGAMVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS I.J.K&L ON SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEND 11A011UY (9"-avER& 1 TRENCH QRAINGUARD MOUNTING QWALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING OR sPAN yR N WITH D (tt) D•�+tff6101 wTsa6E u aG Aso,D6F31 nLc4mE pRE�I RE RAtS:c DESIGN trtGATne Pa55D9E RA 0 c Asa oLscH 8 C(RE rsuRE runs(y1 TAPCON WITH ADVANCED 30 40 160 175 190 11201160 205 30 40 160 175 170 120 16O 205 30 140 160 175 190 112011601205 30 1 J0 160 1 75 90 I20 160 205 THREADFORM TECHNOLOGY 14 I2 lO 9 8 8 6 6 12 12 12 12 12 11.5 85 65 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3•-0" 14 12 10 9 6 8 8 6 12 12 12 12 i2 12 9.5 7 7 7 7' 7 7 7 7 7 5 5 5 s 5 5 5 5 R LESS I4 I2 10 9 a e e 6 12 12 12 12 0.5 e 6 4.5 7 7 7 7 7 7 7 6.6 5 5 5 5 5 5 S 5' BLUE TAP 14 12 10 9 a 8 6 6 12 12 12 12 12 10' 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 B 8 6 6 12 12 12 12 15 85 e5 5 7 7 7 7 7 7 5.5 4 '5 5 5 5 5 5 5 4 4•-0" I4 /2 10 9 8 e 6 6 12 12 12 12 12 95 7 53 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 0 6 6 12 12 12 95 a fi 4.5 15 7 7 7 7 7 7 6.5 S 5 5 5 5 5 5 5 5 14 12 f0 9 a. e 6 6 12 12 12 12 10 7.5 SS 4 7 7 7 7 7 7 7 5.5 5 5 5 8 5 5 5 5 14 12 70 9 8 8 6 0 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 A 3 5 5 5 5 5 5' 4 3 5'-0" ,4 12 10 9 8 a 6 6 12 12 12 12 10 74 SS 4 7. 7 7 7 7 7 7 7 5 5 5 5 14 72 10 9 8 8 6 6 12 12 95 75 8 aS 35 - 7 7 7 7 7 7 5 3S 5 5 5 5 -5 5 5 4 * SEE ANCHOR 14 12 10 9 8 8 5 6 12 12 12 95 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 9 '8 a fi 6 12 12 1.5 9 7.5 5.5 4 3 7 7 7 7 7 4.5 35 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 8'-0" 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 f0 9 8 a 6 6 72 12 B 6 5 4 3 7 •7 7 7 7 SS 4 - S S 5 $ 5 5 A 3 14 t2 10 9 a a 6 6 12 12 10 0 6.5 S .75 - 7 T 7 7 7 6 4.5 - 5 S 5 5 5 5 4.5 - 14 12 f0 9 B B 8 6 12 12 IO 8 6.5 5 35 - 7 7 7 6.5 5S 4 - - S 5 5 5 5 4 3 7•-0" 14 1T f0 9 B e 6 6 12 12 12 85 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 f 0 9 8 8' 6 6 12 10 5.5 5 4.5 ] - - 7 7 7 7 6.5 5 3 - 5 S 5 5 S 5 t4 -3 14 12 10 9 a e 6 6 12 1z 8.s 7 5.s 4 - - 7 7 7 7 s - - s 5 5 s s 5 0 VAUD ONLY FOR UP TO +70, -75 1♦ 2109aa - 12 12 8.5 7 5.5 4 3 - 7 7 7 55 4.5 3 - - 5 5 5 5 45 35 PSF A.S.D DESIGN PRESSURE 4 12 f0 9 8 8 6 - ,2 12 10.5 7.5 6 4.5 357 7' 7 .7 7 7 4 5 5 5 5 5 59e 6 - 12 9 6 4.S 4 J - 7 7 '7 7 5.5 4 - - 5 5. 5 5 5 4 SCHEDULE {�3, $HEFT 11 14 IT 10 9 8 a 6 - 12 11 7.5 05 .75 - 7 7 7 7.5 6 4.5 - - 5 5 5 5 5 4.514 12 12 1.5 7.5 6 5 3,5 - - 7 7.BS 5 4 - - - S 5 S 5 4 .3 - 9'-0" I4 12 1D 9 8 8 - - 72 12 95 85 55 4 3 - 7 7 7 7 7 7 8 3 5 5 5 5 5 5 5 5 14' 12 10 9 8 8 - 0.5 8 5 4 3.5 - - 7 7' 7 a 5 3.5 - - 5 5 5 5 5 4 3 14 t2 10 9 a" 0 - tz 10 6.5 S 45 - 7 7 7 6S 5.5 - - - 5 5 5 5 5 4" 14 72 10 9 8 B - - 12 0.5 7 5.5 45 3.5 - - 7 7 55 45 35 - - - 5 5 $ 4.5 35 - - - 10'-0"1{ 12 10 9 e 6 - - 12 11 85 6 5 3S - - 7 7 7 7 7 7 4S - 5 5 5 S 5 5 $ 4.5 14 12 10 9 e e - 95 7 4.5 15 3 7 7. 7 5.5 4.5 - - - S 5 - 14 12 110 9 8 e - 12 9 6 5 4 - 7 7. 7 6 5 - - - 5 - 14 12 9.5 6 5 4 3 - - 7 7 5 -4 3 - - - 5 5 5 4 3S - - - 11'-0" 12 10 7 5.5 45 3.5 = - 7 7 7 7 7 7 3,5 - 5 5 $ 5 5 5 5 4 j/��\8.5 1 3S ] - - 7 7 B 5 4 - - 5 5 5 5 4 3 - l I ) H V BLADE 0 N'LY 14 12 10 9 B 8 - - 11 8 5.5 4 - - - - 7 7 7 55 4.5 - - - 5 S a 9 4S - - - 14 12 ,0 9 a - - - 15&5 55 45 35 - - - 7 7 4.5 35 - - - - 5 5 45 &5 3 - - - 12'-0"14 12 iD 9 0 - - - 12 9.5 6.7 5 4 3 - - 7 7 7 7 7 8 3 - 5 5 5 5 5 5 4.5 35 14 12 10 9 8 B 6 4 3 - 7 7 5.5 {5 3.5 - - 5 5 5 4.5 4 3 - 14 iT 10 9 8 - - - 10 7.5 5 4 - - - 7 7 6 5 - - - - S 5 S 5 4 - - - 14 12 10 9 8 - - - OS 8 5 4 35 - - - 7 BS 45 35 - - - - S 5 4.5 35. 3 - - - 13•-0",4 12 f0 9 8 - - 75 8.5 8 4.5 35 3 - - 7 7 7- 7 7 4.5 - - S 5 S S 5 5 4S 3S 14 12 10 9 a 7 5.5 3.5 .3 7 '7 5 4 J - - 5 5 5 4 3 - 14 12 1 0 9 8 9 7 4.5 .75 - - - 7 7 5.5 4.5 - - - - 5 S 5 45 4 - - - 14 12. 10 9 - - - - 10 7.5 5 4 3 - - - 7 6 4 3 - - - - 5 5 4 3. - - - 14'-0°14 12 10 9 - - - - 0.5 a 5.5 { 7 7 7 7 7 4 - - 5 S 5 5 5 5' 4 3 74 I2 f0 9 - 65 5 3 7 7 5 3.5 - - - 5 5 5 4 - - - 14 12 f0 9 - 8S 85 1 - - - - 7 7 5 4 - - - - 5 5 5 - 14 1x 10 - - - - - 9 7 4.5 15 3 - - 7 5.5 3.5 - - - - - 5 5 3.5 3 - - - 15'-0"14 12 10 - - - - - 10 7.5 5 4 3 - - - 7. 7 7 T 7 &5 - - 5 5 5 5 5 5 4 3 14 12 10 - fi 4.5 3 7 7 4S 3 - - - 5. 5 45 3.5 - - - - 14 12 70 - - - - - a 6 1 - - - - - 7 7 $ - - - - - 5 S 5 4 - - - - 14 12 10 - - - - - S 8.5 4 3.5 - - - - 7 5.5 3S' - - - - - 5 - 16'-0"14 12 10' - - - - - 9.5 7 4.5 3.5 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 35 - 14 12 10 - - - - - 6 4.5 3 - - - - - 7 6.5 4 - - - - - S 5 4 15 - - - 14 12 10 - - - - 75 7. 7� $ 5 4.5 - - - - - FLORIDA BUILDING CODE(Non High .Velocity Hurricane Zone 111 • •, '• ���+ C2017 TILTECO.INC. ©2017 EASTERN METAL SUPPLY, INC. •• ,��EN'•• BERTHA HVTM 1 L E C O i N c. . . ■ ■ wV ACE#1 W ORR WsO KV. Weirr� BADE System TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: LC. •�• . eq 6355 N.W.I.. SL,St...105.VIRGI14A GARDENS,FLORIDA 3316 A9sCCiOtiODt Inc. 1 OLD 1$^08$ 7/27/1 DATE 07/27/17 • y Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No IUVN-•�fi 0 moil;t1tecoccoleom West Polm Beach, FL 33407 3 '`',� PIALTER A TNJT19r.RE 5 17-107 ftORIDA Uc.®44167 SHEET P.E. S�1CC/31�t4aRE/DATE 6 14 OF 20 it MAXIMUM A S D DESIGN PRESSURE RATING (py f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE-FOR A rnNa MAX. SHUTTER A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16&17). .5� U B TF:-=' Z--,T E SOUTHERN PINE'No, SPRUCE PINE SPRUCEPINE SOUTHERN PINE No. 2 W/ MIN. 0=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MtN.G=0.55, FIR NORTH FIR SOUTH LAS DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN.G 50 Y// W/ MIN. G=0.43 W MIN. G=0.36 MA%IU M SPA11(11) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT'f M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS 'HALL MOUNTINGS B.O. iva.L tIOUMINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W &'X P & Q 5&V S &V S&V RFT NUCS iff7FE DIpC( [E501 NULd R.9F_EARL fpj 6M Huns 5nw_Dew(;aJ 0F31 k'Ou'LL F®Ef Eons(Fi) 0.H71 A&613:fPII9.°E FAN(es) .D3ta 6Pl'..t R1IIf£PlnG(FS) 0.HAI HSTCE EB11F 81LG( ) tt4N IIIw'k 47FSPE FA!6!F7)kullmulhREPPOSS MI (PI)ASR-Nun:r7Fina E3116 m 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS •-p OR 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 [45 6 6 6 12 10 10 9 8 8. 6 6 6 6 6 5 6 5 4 4 4 3 [12 12 12 i2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0r 12 10.' 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12' 10 10 9 8 8 6 6 6 6 6 15.5112 10 10 9 8 8 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12.12 12 12 12 12 12 12 12 12 12 12 12 0.5 12 10 10 9 B 6S 6 6 6 615.514.5112 10 ID 9 8 5 6 6 .5 5 4.5 12 10 10 9 6 15 6 6. 6 6 5 4.5 6 5 4 4 3.5 - [12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7•_p' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 5 4 3.5 12 10 10 7 3,5 - 6 6 6 5 4 3.5 b 5 4 6 - - 12 12 12 12 12 12 12 12 12 10. 12 i2 12 0.5 8.5 7.5 '-0" 12 10 10 7.5 4S 3 6 66 5 4 3.5 12 10 10 6 3.5 - 6 6 .5 3.5 3 12 10 10 4 - - 6 6 5 .b 3.5 3 6 5 4 - - - T2 12 12 12 12 12 12 12 11 9:5 12 12 1.5 9 J.5 6.5 g•_0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - - 6 6 4 3 3 12 10 4 3 - - 6 IS 4.5-0 3 3 6 5 3.5- - - 12 12 12 0. 12 12 12 1.5 9.5 B.5 12 12 10 8 10'-0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - - 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 17'-0" 1105.5 - - - 6 6 4.5- - 12 10 4.5- - - 6 5.5 - - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - - 12 12 1D 8:5 12 12 12 9.5 8 7 12. 12 8 6.S 5.., 45 1p_p' 12 10 4.5 - - 6 6 4 - - 17 10 3.5- - - 6 5 3.5- - - 12 10 - - - - 6 5 3.512 12 7.5 It12 10 - - 6 6 - 12 10 - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - 12 12 0. 8.5 7.5 12 12 10 8 6.5 5:5 12 0.5 7 5.5 14'-0" 12 10 - - _ - 6 5.5 - - - - 12 7 - - - - .5 4,5 - - - - 12 712 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 15'-0" 12 - - - - ,. - - 12 - - - - - 5 - - - - - 12 - - - - 5 - -• - - - 6 - - - - - 12 12 I1 9 7.5 5 12 12 8.5 7- 6 4 12 9 6 5 4 - 16'-0" 12 - 6 - 12 - - - - I- 5 - - - - 1, - - - - - 5 - - - - 6 - - - - - 12 12 10. BS 6.5 4 72 n HV BLADE OR n HV _BLADE Wf AA HV WINDOW BLADE WORKING IN UNISON* •SEE UuITAIDIS Of USE FOR DUD:(IA ON SNEE1 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLIMM' 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) -1/4"0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUIlD10e 19/MINIMUM EMBEDMENT AS INDICATED AT -DOUCLAS FIR W/Go0.50(N.D.S.) EACH SECnoN ON SHEETS 16&17_ -SPRUCE PINE FIR NORTN W/Gm0.43(N.0.5.) EXCEPTION:SEE NOTE 2•BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.O.S.) -MIN. 1/2'CDX 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 NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICAMONS OF THE ANCHOR'S MANUFACTURER. ,;►•A"°°" p FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11111�P�\�V CNs�•tiT�=9 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. C`YV BERTHA HVTM L E C O N A.S■S.A■ Accordion Shutter System 74 H.V. MADE#1 W/OR W/O KV.WINDOW BLADE American Shutter Systems REVe No DESCRIP11oH DATE DRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY •Sf 1 : ; Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 63563:( V.Fcx:(305)8 11-153 3316 D R e 4268 1Nestroads Drive 2 = 11 PAone:(305)871-1330.Fax:(3D5)871-1531 DRAWING NO sts.. (�\.` 1111 a-maEE1�1000671BLcom West Palm Beoch, FL 33407 3 ;17_,107 �701VAL'00,11L WALTER:..TILUR Jr,Px 4 P.E. ibi: iBNA'a4E/DATE FLORIDA Ua 8 44167 6 SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 2 HV♦ BLADES AS APPLICABLE MAX, SHUTTER PA L+ OR L— FOR INSTALLATIONS INTO W OD WITH HV BLADE 1 ONLY SHALL WALL FlNISH BE LIMITED TO 105.0 Rsf, A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & h —1/4"0 TAPCON OR A S D DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON �,� �'*.,•��� I TAPCON PATH ADVANCED THREADFORM TECHNOLOGY I 1/4'P TAPCON OR i 1/2"Mtn.PENETRATION ��.�/� i I TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ! I OF TFH DED AREA TO �,.�"-•�•� I W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING @ A.N.SEPARATION EXISTING O HEADER. `"� 1 1 WOOD HEADER.(SEE SCHEOULE ON SHEET 15) ). TO MASS(cam, I' I I 1 OR�! f I (SEE SCHED N SHEET 15) i 1 1/4"0-20x3/4"S.S.MACHINE SCHEDULE ON SHEET I v 'q\\ R 18 SCREWS W/1/4-20 NUTS 11 FOR BLADE(I)AND T I. ® 12'O,C. ( ON SHEET 19 FOR I I) g .1'Mtn. % EXISTING 6 upoES O @® e 0 GLASS--II I I I II 1 OR iFlNISH7 I 11 I ; �wALL I o Ii EXISTING:MIN: I '��_. FlNISH I O ,r� • \„J�� 2"x4"WOOD EXISTING MIN. A HEADER REQUIRED I i GR 9 2'x4'1VOOD I ' I `✓ {\� \ EXISTING 1 ! 9 HEADER REQUIRED { i}'t i, -THREAOF'OR�A ECHNOLOGVYJtItT/1AD/2 ADVANCED, MN.=SEPARATION 1 I I I 1 l 1\1. GAS-q TO C/SS(SEE I g I I '1 Min.PENETRATION OF THREADED AREA TO WHEDi7LE ON SHEET t I T MIN.SEPARATION TO GLASS 1 •t WINING WOOD HEADER. 11 FCR BVDEQMD E IGLA I--(SEE SCHEDULE ON SHEET 11) ", (I , (SEE SCHEDULE ON SHEET IS) { , 2'x4'CONT. SILL ) ON SHEEP 19 FOR I G1155-�1 1 I L 1 � �, � 1 B��V.aA i I PLATE REO'D. OHV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATION ®HV 6LL HEADER INSTALLATION 11 i t EXISTING II MIN,SEPARATION TO GLASS I 1 I LAIN.SCHEDULE TO GLASS Q GLASS—° ^^ EXLSTING I"—(SEE SCHEDULE.ON SHEET II) 1 EXISTING f (SEE SCHEDULE ON 71) .1 2'z4'CON? MIN.SEPARATION TO S �' ��' (SEE SCHEDULE ON SHEET GIPS GLAS WOOD PLATE : 1p I I i. s N 1 1 l l r P ,/4'D-20x3R S `a REO'D. 1 "� `a - MAC HItJE SCREWS - 1/4"0-20x3/4'S.S. 6 USWG 1 4'-20 NUTS I V I 0 ,yam I 1 MACHINE SCREWS W/ :I I ! fD 12"O.C. r ,;vy3, ''•'•'; WALL 1/4"-20 NUTS® 12' U '.i:•:3T..n"�. FINISH !I I �, ,� ✓� I, O.C. OR18 7 1 aR18 1 oR15 13 OR T- y 2"x4"CONT: 1 I , m s.` III t `^I WOOD PLATE 1 I G REWD. i 1 ( '( J E 1"Min. '` 1'tAin. ( 1 a'.,.•• \ t2 ' '(( ( \ %2CONT.� 1/4"m TAPCON OR TAP ON.WI/ADS CED THREAOFORM TECHNO GY 1V 1 , 2"Min. PENETRATION OF EADED AREA TO 1/4'0 TAPCON OR TAPCON ITH ADVANCED t !! r' TE \ EXISTING WOOD HEADER.THRFADFORM TECHNOLOGY 7/ 1/2' y.. ,I1/4b TAPCON OR NOTE' '\ (SEE SCHEDULE ON SHE 15)91TAPCON WITTi DVANCED I-SEE SHEET 4 FOR TYPICAL l_Mtn.PENETRATION OF THREAD D AREA INTO PLWlOOD WALL FINISH1f2'LAIN.CO THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. � II (SEE SCHEDULE ON SKEET 15) EXISTING MIN.2"x4" PLYWOOD REO D. W/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE L 1 2'MIN.CDX PLYWOOD REO'D. STUDS a 16 O.C.MAX. VlALL FlNIS' THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO / REO'D,PLYWOOD TO 8E '(SEE SCHEDULE ON SHEET 15) SUIT'ANY INSTALLATION. V WALL SI INSTALLATI N EXI LNG MIN.2'z4"STUDS® Id'O.C.MAX.REO'O ATTACHED TO STUDS IN PLYI OD TO BE ATTACHED TO STUDS IN ACCORD E ACCORDA14CE WITH WITH ECTEON 2308 OF THE F.B.C. SECTION 2308 OF THE- ©HV WALL SILL INSTALLATION ♦SEE UNS GF U�OF P V W LL SILL IN T LLAT ON F.B.C. BLADE Al1 ON SNEEi t9 O FLORIDA BUILDING CODE on igh Velocity Hurricane Zone 02017 TILTECD,INC. ©2077 EASTERN METAL SUPPLY,INC. "��cNs '-'IL BERTH HVTM 1L E C O �N�. A■S.S.A■ Accordion Shutter System FLY. BLADE#1 W/OR W/O FLV.WNDOW BLADE l� TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems EY,N DESCRIPTION DATE DRAWN BY: L.C. Association, Inc. 1 OLD 15-065 7/27/7 DATE: 07/27/17 6355 IA,%36M•St..Ste.305:PLRGINIA GAimET1S,RORR3A 3316 F ei Phm:(305)871-1530.Paz:(30S)871-1531 4268 Westroads Drive 2 DRAWING No ( D ((r i e-ma0:Ot—o o—rin West Palm Beach, FL 33407 3 a�l,V1 iV AI....�..\,�4,11'+1 \'!ALTER AOOO 1Dr.P.E. 4 1 7—1 07 P.E^�SFJa�/�)�jy Rft� DATE FLORIDA Lc. P 44167 5 SHEET 6 6 OF-20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 49 HV* BLADES (AS APPLICABLU MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE CO ONLY SHALL BE LIMITED TO 105.0 s A.S.D. DESIGNPRESSURE RATING SEE SHEET9 FOR MAX I, HALL FINISH SHALL & DESIGN LOAD FOR INSTALLATION WITH BLADECl)& A WORKING IN UNISON /` 9 If4"11 TAPCON OR 4"x8"(Min.)EXISTING —�( - Ell 2"MIN. EDGE(IF APPLICABLE) TAPCON WITH ADVANCED ua THREADFORM TECHNOLOGY STRUCTURAL BEAM REQUIRED. / / •�%y `�.� _ V!/1 T/2•IAn.PENETRATION 1 4"O-2Gx3 4'S.S. �RUCTURhL AO£OUACY /1� OOD OF THREADED AAEA TO / / OF EXISTING 1'1O0D BFJJA / 1 1" PHILLIPS TRUSS READ TO BE CERTIFIED BY 1 -- \\ �- EXISTING WOOD HEADER. MACHINE SCREWS ' _ _ rtAin. REGISTERED ENGINEER OR/� / ) TRUSSES S SE TOR / •�(SEE SCHEDULE ON SHEET 15) -I}I-E W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EO-�•y -EO TRUSSES OR 79 �E ® 12"O.C. SHUTTER INSTALLATION. I/ 1/2• '' if2• '—_ RAFTER Q RED / 1 I •, — O.C.REQUIRED OR 1 lIa"o TAoCON OR f TAPCON WITH ADVANCED .%�� �,r i i, `„�. ,/ , EXISTING SOFFIT I� ivz ,257" THREADFORM TECHNOLOGY / 3 4'Max.THK. / g Hnx. W/1 1/2"Min.PENETRATION // z ttJ �l\ I( OF THREADED AREA TO EQiEQ J14x3/4• E0� 'r 1'x4'x1/8"CONT.ALUM.TUBE / Z 1 �OPTIO14AL EJt15ttt1G WOOD H-cA.OER, S.M.S. — III (6063-T6 ALLOY)Y(/ (SEE SCHEDULE ON SHEET 75) A f 11 0 6.O.C. I 3)5/i 6"0 LAG SCREWS TO v.J Q or 13 or 1$ I 1 OF 13 Or 1$ EACH RAFTER OR TRUSS. LOCATE lAC SCREWS AT I I MIDWIDTH OF EXISTING WOOD 1 r;EX6TING MIN 2"x4' 1 I MEMBER,(2"Min.NOMINAL E705TING--: HEADER REO'D OPEN HOLE AT EACH WIDTH)W/2'Min. VSS II MIN.SEPARATION TO GLASS I STUD TO ACCEPT PENETRATION OF THREADED I (SEE SCHEDULE ON SHEET I1) EXISTING 5 I 5/16"o LAG SCR91 AREA VAUD FOR -� I I AT CENTER OF TUBE INSTALLATIONS WITH 72pc1 I • MAX.A.S.D.DESIGN LOAD AND I TO BASS(SFF. ( n EXISTING I M SEFMMOI1 n 9'-0'MAX.SPAN.THIS QS .HV WALL HEADER INSTALLATION 11squlEa+®Aa GLASS I T°uq"�a( r Fo WOOD OtY!IS/MI ONLY VALID SPECIFIC I ql SNIT 19 uM 1�OR 11 FOR BULB InM. OF 0 AS t1DTFc: BIA[k5®+��) I Ep p © �♦ FIR Ry SOUTHERN PINE Novi, 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 1 GR '�' OR EQUAL. 2-UOUNAHG SECTIONS CAN BE COMBLYEO T HV CEILING INSTALLATION RT ANY WAY To SUIT ANY VISTAWTIOL U CEILING INSTAL, TON . tto•�(� ill1 OR®♦ I E x q+s'M7 I SEPARATION I I MIN.SEPARATION i0 GLASS �' I I (SEE SCHEDULE ON SHEET 11) I E%"%S I 0 SICIE,�,FOR I -� TO SCHEGLASDULE I I 1 II GLASS MADM(11& (SEE SCHEDULE E>�5 ION SHEET 11) I I I I I I AALT ANCHOR I I I 8 I p/A(L I LOCATION i EXISTING I ' I FINISH I I 1/4• I 3/E #10x3/4'HEX GLASS—I I I I 2"x6"MIN.WOOD MO.. ©• 7 3/8'um WASHER HEAD TEK IuL� I \\ SCREWS 0 12"a.c I DECK REQUIRED 1 OR 2"x6"MIN.WOOD I (NO FINISH DECK REQUIRED(NO ALLOWED) FINISH ALtA'NED) ,_ — EDGE � ---• -- EDGE OF DECK 19 EDGE OF DECK DECK IF �•._ .^ IF APPLICABLE O 1 A I IF APPLICABLE `f:T�—I �--- ! N APPMT'.ABLE ��.�—�—'� ` 1, 1/4"D-2Ox3/4"S.S. 1 4"0 TAPCON OR 1• PHIWPS TRUSS HEAD '- 2•-MI N, =• /j' I — %- 111+ I I �APCON WITH ADVANCED M'n' MACHINE SCREI'/S. "`-r- •-- 1/4b TAPCON OR TAPCON WITH ADV—ANNCED 1 2"x4•COM. I, THREADFORM TECHNOLOGY 5Y/1/4•-20 NUTS THREADFORM TECHIOLOGY W/1 1/2'Mn. / 4 'SILL PLATE 7 1 4"0 TAPCON OR TAPCON WITH ADVANCED THRFADFORAI •i it Y!/ 1 1/2'Min.PENETRATION ® 12"O•C. / 2"MIN, PENETRATION GF THRAIED R1E0 D• t OF THREADED AREA TG TECHNOLOGY YI/ 1 1/2"min.PEHETRATION OF THREADED AREA TO EXISTING WOOD HEADER (SEE I IXLS LNG WOOD HEADER. AREA TO IXIS ING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET I5) �•T (SEE SCHEDULE ON SHEET 15) ♦sEE LIMB OF USE FOR OX HV WALK—OVER INSTALLATION HV WALL SILL INSTALLATION BFi�9 WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,1A�1 P /J• 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. •,•may BERTHA HVTM '' v 1 L E C O II N c. A.S■S.A. Accordion Shutter System • rLv MADE#1 w/OR w/o wv. wlNDow etenE s 9 � 1 American Shutter Systems " T,: TILLIT TESTING & ENGINEERING COMPANY y REV.N. DESCRIPTION DATE DRAWN By. L.C. Association, Inc. t OLD 15-Oa5 7/n/n DATE 07/27/17 RO •F ;'@ ti 6355 H.W,391h.SL,Sa,355,YRGN4l GW0O9,FlOADA 3316 4268 WestroOds Drive 2 _ A Phone:(305)871-1530.Fax:(305)871-1531 �DRRAWING No -IS+/� '•.•• l'�7LA .—I:EBt000671R1com West Palm Beach, FL 33407 ; 7-1 07 NL E WFLTER A TILLR Jr.P,E. ETP.E. SEAL%SIGtJTlJREJ DATE FL0fl10R Uc.$44167 67 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'X4'_I..00O SNOB RED'a. 2•X4•uw.❑PDo SIUOS RE0'0. Y.4'.L'i RDCD S1UDS. IH'e TAPCD.Y %�1(�i r (As VP cAz IE) `\ i 1 1a�fL'61lWa.a i .� 1 / / Rvw STUDS. / Fv m_ K LSTo \l v � (�As ucA6Lq1/6 2' CPilE3MM11 \ �w ro 1/2•COX 11 i /•F� ATM CLASS 1 PLr&=IF RTl 1 {� SNCS EMT. U45FerJ GLASS /l /--"511:G CLASS j��-( , ` En5fCV0 GI.ISS II Ea'iEO�\I \� ,' 1/2-YN.WIis L 'S7�10�05� I / VeL :r�AMN PLYifOC. ! TO Mtz - 1/2'a COX --.. to a's Ism �rai m, '.dC1l• lE a 9FPT Pv-R a ". 5khlE a14EE7 ro a.l^S.(SEZ t/2•WL GO= TO a/.SS(S,E 1/15'r3'VIM / 11 Fat 3AM mMD �--- S041W CN Urr rLYn=. SA Qi SQL! a �g®a I (EC83-rs)CC:rt. `ip� i112•-I,CDX a Sv_T to iCR I 11 1 9iA — 1/2• tf rW RAM eme ALG1 CLOSER FLYw00D., 9ra moa(2) I a.Dw 19 FCR a.9f1T 19 FOR 1/Y 1n`L PWE(LOCATE 1/2 fL'a f 111ME5maa ' Wms0a© AT vrr m SIDE IAN/ Qa SLLS. /10.1/2'SYO)J -—-— (aa'F.1caLxda'�+�''°`2• —---�i HL'IRr a9 A^ 016 G.C. __�� I (coU-TY Nyp»S.tL 5 - vui At Tuar�aiOhmnw ro f OR SEE DETAL (!)OR 19,E O°�'sic V. f OR®� / SAM CON o. _ SEE DUAL.x FOR f OR S I To �i' S�OETAL cirory 'L'Y-©.TO�OO•L.• • DOE CONYECfION I QnC•Q7-8 f r•yy- ��yy To TRACKS TO mACRs o��.fl ©Q�- �9i-®-'LT1•Q3-U•Z5 �L�-Q•i L�-1 �• -u•4�-7.®- Q©'Qi''©O G�- Zs•Qy-E3�a-O i- L�'�•�j"'�.10- O•Zs-4s••®-1La.a� �•4y-®.ty.�.p. p. O•fy-e?•L��-C9•>� END CONNECTION DETAIL 7Q END CONNECTION D TAIL® ENO N T I 09 END-CONNECTION DETAIL U0 ElCSTINC -P.EAlI.9E0 tNLLT r0R SPANS GFultER 1NAY 12'-0' r� 2•:i_L 1,W0 t{a a riFtmt A..TJ�3 tla'e rK{0:1 A'�'.GAA�� 1a112'sYS. R`0 TBl t tlr iC' re/1 A' YIN.`e1R aC �E%IStIGC CLASS � FFllRUIIC, o iz'a.0 PETltMT1aY o 12'C.0 1 �a ro ahsO S` 4 •'SEE UMR ON SHEET USE FOR LOL DPHiARN0-ca. 1/2'1!9L SCIEDLLE tN 94T q91CRBLAOE 1A ON SHEET 19 19 FataESaADesma1pPRQOR 9 EWVI�s• stuns m'o. Rersu o.�a-�i. - .iL3. PLAN �•La.s�•f-y�•Z3 O as-� -G�L� bETAIL X END CONNECTION_ DETAIL QI END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non Hi h Velocity Hurricane Zone' ,,1�1�'Q�••,,.....,,•.�/ ®20f7 TILTECO,INC, 02017 EASTERN METAL SUPPLY, INC. BERTHA HV , 7M ssA Accordion Shutter System A Itv mAne#1 w/0R w/o wv. WINDOW MADE y / American Shutter S stems Q h J TILLIT TESTING & ENGINEERING COMPANY Y Ew•N DESCRIPTION GATE DRAWN 8Y: L.C. ���•.• U� 8J55 ILW.J6:h.SL,St..30]•1ARGINIA GARDENS,FLORIDA]316. Associatlon Inc. f OLD 15-085 7/27/17 DATE: 07/27/17 Ph—:(305)871-1530.FOX:(305)871-1531 4268 Westroads'Drive z. DRAWING No �C .-MCI:tatecoaoDLCOM West Palm Beach, FL 33407 3 �'S�ONAL ENG\ ` WALTERBI.�WT`Jr.P.E . 17-107 FLORIDA Uc•&44157 s SHEET P.E. SEACJStGNATURE/DATE 6 18 OF 20 [�y • GENERAL UMRATIONS.AND C-ONDTIIONS OF USE FOR BERTHA MW 131ADE ACCORDION SHUTTER gnM WORKING IN TQ> UNISON WITH W WINDOW BLADE Op 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110.—110 P..f. 2.MAY SHUTTER SPAN;96' 3.ALLOWED MOUNTINGS:A.D.G&H ON.SHEETS 6,7.AS WELL AS .j MOUNTINGS M•0.T.U&W ON SHEETS 16& 17. - ONLY CENTEANATES 2 (BOTH Wj l4 OR RD ARE ALLOWED WITH 2(li �;•� �roJr� Y yr !—V4 oRCi IN A SYMI OR OPPO G LAYOUT.IN CASE OF OPPO LNG OS 4�w p CEN "I ST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 40 E TYP.EA.END • • • • ♦ s' , S.'(A)HV WINDOW BLADE 9SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 (a)MIN.CLEARANCE FRO TOP OR BOTTOM EDGE OF Hv IflNDOVT BLADE 9 MAX,5 WLNOOVtS , ♦ • •� OF ANY 3 0 HOLE FOR(4 SlUU.BE 12'. ALLO7+ED AT HV w WINDOW BLADE TO , , (C)FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 N _ s♦ s♦ (D)HV WINDOW BLADE @ IJUSi BE USED ALTERNATE TO A SOLID HV BLADE 1O THROUGHOUT SHUTTER'S WIDTH. o • • • • • • _ \ • a BUCE 1 AT ETHER A E ALWAYS OF THEME INSTALLED ADJACENT TO A SOLID W ••• ♦ i pj s ,,,111LLL in f j (F)POLYCAR80NATE HV WINDOW®SHALL BE INSTALLED SO,Vg TARS FACE SEE END •� THE INTERIOR OF THE OPEHLNG BEING PROTECTED.HV WUTOOI'7 MUST Be CONNECTION 0-0 • • • • XXXFF DETAILS ON SHEETS ♦ ye s•, , ONLY INSTALLED AND LOCKED USING A FIV SETTING TOOL PROVIDED BY ASSq 10&18 TYP. —0 2, FULL low. � '. S� 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 6 �+ BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES F p 4 A 1 &z ABOVE). Ili s s# n "$ POURED CONCRETE OR CONCREETE-BLOSEE ANCHOR SPACING CX WALL ON SHEETS 12&ULE FOR INSTALLATIONS I 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2.ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASIM E-1996: all'af TP TOP&E UIREMENTS) ^ l•A O H 14 ) �(�¢oR�6 7 ND ZONE MINIMUM SEPARATION TO G1A55 BOTTOM UNITED YADT 1 THRU 3 1' ELEVATIONN!N"�A"^'�TO CLASS SCHEDULE CN SHOT 11 FOR BV�DE(D 4 6.25' EXISTING OLASS —ISIE `D ON THIS SHEEt FAi ELADES©&---�ti —__w_ 4 5 1 27.� \ (Z TYP t� o TYP. SYML!ETRICAL CENTERMATES 21 2� \ � I,/ � (�2vd W/ OR f1�5 AND _ /�,,('�� 'I. ) w/o 3S CS NOTE A AS ) P \ �„'!`'- r 5 / INN � TG4. TYPICAL In HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE CIA SHUTTER* ���-----�� 1I A. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,`,11 Q., �:••. ........ 02017 TILTECO.INC. m2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System 1� H.V. BLADE#1 W/OR W/0 H.V.WINDOW BADE � r American Shutter Systems Ev.N DESCRIPTION DATE ORAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/1 DATE: 07 27 17 ar,.•`.Fl nlalnP:':.V 6335 N,W.]6th.5t.,Ste.509,URCPIIA C4RODt5,RCRIDA 3316 Them:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No -m°7:Wteco'dc°I.com West Palm Beach, FL 33407 3 ,17_,107 EB ( ••er , -00D6719 �'. •� WALTER A.TILUT Jr.P.E. 4 FLORIDA U..d 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE a 19 OF 20 Min./S71A2A-60.3 THICK 53 GRADE 40 lFin._VARIES INSTALLATIONS Wj HV BLADE & HV CENTERMATES 2�1 -,2.DDD'Mcx. 1.Gn.G-60 MY.STEEL 2 Max' METAL STUDS AT 16,O.C. W _ 43b INTO METAL STUD WALLS Al. - 6-D.C. 40 41 a o a o o --- 1/2' a75• * 3a 1, 4"e NOMINAL W W _ GENERAL LIMITALIONS AND CONDITIONS OF USE ALUMINUM SLEEVE FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 3/4'x 6 1A"x 0.035'TMCK MIn.I 43c 43a SYSTEM INMLLATION TO METAL STUD WALLS 3 CONT.GALV.STEEL TRACK CHANNEL,i a 6"O.C. 0 6.O.C.r. 1.1 `j, v�i .000" ASTM A-653 GRADE 40 MN..G-60 1 j SEPARATION TO GLASS SCHEDULE n GA.VAHIZEO FASTENED TO SIU05 l Mox. 'W/(2)86x1/2'TEK SCII=C11 , EXISTING FINISH 3g ' 1 �d 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR&EXTERIOR FACE l AS APPLICABLE ;I 1 N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION a3� LENGTH + 1' EXISTING f•IlSS—I MIN.70 LASS G 3. ALLOWED MOUNTING:8 ON THIS SHEET. TO GLASS (SEE SCHEDULE) ! 43 1 THRU 3 1" 43 1/4"0-2OX3'" BOLT ��. I. ) 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 43c 1" WITH 21 ARRANGED A SY METRICAL LAYOUT. i 1 E USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" ' EXISTING FINISH 1 f INCLUDED AT�XTERIOR OR INTERIOR ACCESS SIDE OF 1.373-� 1 3/4•x 6 1/41x 0.035•THICK Mont I CONT,GALV.STEEL TRACK CFUINTJEL,; AS APPLICABLE , , CENTERMATE. o N 250• I- 'DSD�a Anna A-653 GRADE 40 IT.0-60 CALVANRED FASTENED TO STUDS 1 W/(2)#6xl/2'TEX SCREWS ON i 43c 430 I , IMERIOR&EXTEROR FACE I ®6.O.C. ®6.O.C. 1 N 1/4"0-20 THREADS -•; _ #* BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 43c 1/4"0 ELCO CONSTRUCTION 1/2- 12 38 CENTERMATE 21 APPLICATION WITH BLADE 1(D PRODUCTS FAB—LOK HD 6".1 1y2'x 0.035"THICK W ,:� -0 6" O.C. COMPONENTS Min.ASTM A-653 GRAD£40 •:: ad8"w-,. Mtn.C-60 GALV. STEEL 1" MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'O.C. !£n. :;-:`?`' ,:.':� T-EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1' 1 (TYP.TOP&BOTTOM) VA 1 _ --- 1 3/4'x 6 1 44'x 0.035-THICK Min. •..-,.....EXISTING CLASS 1 OM GALV. EEEi.TRACK CHANNEL, ASTM A 653 CRADE 40 Min,G EO 1 ,...-..:...•::.: '.. ._. .... :-^ ,?r I 1':":'t 1 , FASTENED TO STU w..-I 1......: 1 ( �6x/2'TEK S.,RE1Y50S .f. i •._,:.. --_-. , ;-:„-.• :•. SYMMETRYCAL : ., ,_y•;�• ,.;�•.�SYMMETRYCAL •.. ,,-•-,i:� . :...4 I •:=1I II: • - I i r I- MIN. GI lAS510N MERIOR& C30 436 43c TO ENTERMATESW (SEE SCHEDULE) Max. - I I ' ;EXTERIOR ACCESS SIDE ' INTERIOR ACCESS SIDE"': 1 ERK R FAC4E --- ----------------------- ----- ----- ------------------ ----- ---- --------------------- ----- -- -i—-------- --- ------------- 6'(TYP.) — IN 3 (6"Min.) IN l _. . ..--------------------------- -------- ---------------—----- --------------- --- --------------=--- ---- --------- — --------- - -- 1 ----------------------- ---------- ------------- ----------------- --- ----------,=_==�-- -------- -- -- -------- ------ _- -- - - ----_ — ------------------- ------ -- -------------- --=---------------- ---- ---------- -- --- --- __ 2)42 _ 1 21 - -' 21 I 21 ' t 2� LOCATED AT 12 i i -- -- HV HEADER/SILL ENDS - - ---- ---- -------------------- - - ---------- --- ------ --- - -- -- -- --------------- ---- - VIEW Y --- ---- ---- -- -------- 12 3 t/4"(Typ.) I5(6"Min.) 24 SIDE CONNECTION TO TRACK 6 1/2'(Typ-) 7 L 7 6 1/2"11M.:SLACK ** (Cont.) � HVB BLADE SLACK DETAIL HVF ILVC FLORIDA BUILDING CCDE(Non HI9h Velocity Hurricane Zone 11 p ©2017 EASTERN METAL SUPPLY, INC. 02017 TILTECO,INC. BERTHA TM L E C O .N SSA Accordion Shutter System A H.V. BLADE#1 W7/OR W/0 H,V. WINDOW MADE ' //j�•� •('�f TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N. 06scaIN'TION GATE DRAY14 BY: Lc. • 6365 NXI.36th.St.,Ste,305.MRG".GARORJS,FLORDA 3318 Association, Inc. 1 'OLD 15-08$ 7/27/1 DATE: 07/27/17 o' STA1F DF b^ Phone:(305)671-1530."Fox:(305)871-1531 4268 Westroads Drive 2 �O"•. Ff/1 -t14, 14 o- 0:t1teeo0oo1- West Palm Beach, FL 33407 3 DRAWING No .r"•••.• VRI��:•' ,11 E8-G006719 1 7--1 07 S .�pp yy ,11 WALTER A.TILUT Jr.P.E. 4 P.E. SEA� IATtl�E/DATE FLORIDA u`a 44167 6 SHEET OF 20