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Home My WebLink AboutProduct Approval Wr®�sn f Business • Professional r BCIS Home i Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications f Contact Us BCIS Site Map Links Search are Product Approval USER:Public User Product Approval Menu>Product or ADDlication Search>Apolication List>Application Detail FL# FL389-R9 RECEIVE® Application Type Revision Code Version 2017 J U L 17 2018 Application Status Approved ST. Lucie County, Permitting Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida 0 Professional Engineer U ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. W the Evaluation Report Florida License PE-44167 J Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. ❑ Validation Checklist-Hardcopy Received LL 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 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retaine!ba cks(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 Rg II AMERICAN SHUTTER SYSTEM A Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDUTTERImpact Resistant:Yes SYSTEM.PDDesign Pressure:N/A Verified By:American Test Lab of South FloridOther:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HV1 blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM .A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC. DRAWING 17-107 PRODUCT OF EVALU for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT.PDF working in unison.See sheets 7, 11 and 20 respectively of Created by Independent Third Party:Yes �EMer 389.3 Bertha HV Accordion Shutter- Extruded alumni re ained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: BFM7- ©RE�® GENERAL NOTES: 1,BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.1 HA 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 VELOCRi'HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WAND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE QF CONT NTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0,85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONORION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS AREA 1• HV BLADFC(!)& 0 BY MULTIPLYING THEM BY 0.8 IN OROERTO COMPARE THESE W/MAX.(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.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS IM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA N.V.ACCORDION SHUTTER SYSTrM'S ADECTLICY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCEWITH SECTION 1608.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTSI TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D /0214.01-03,80715.01-03,81004.01-05,81214.01-05,80317.02-06,OOSM.01-10 AND 80210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 21_HV BLADE AND HV WINDOW B ADf.C1A� AND E-1096 STANDARDS(MIOLE LEVEL D,WIND ZONES 1,2&3)&®1220.01-10 AS PER TAS 201.203&203 PROTOCOLS URGE MISSILE. (WHERE_APPLICAB3 -NV WINDOW BLADE TEA 80505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND 8 0725.01-BB AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2. HV BODE AND HV WANOOW RUDE INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 Q ® 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 N.V,ACCORDION PINS(RN SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814x2.75'AND 014.1.75"RESPECTIVELY, 410-NT MINIMUM SERIES CENTERMATE DETAILS KV SHEET8 STAINLESS STEEL SCREWS WITH 135.0 Ysl YIELD STRENGTH AND 180 ks!TENSILE STR"GTH,PINS SHALL BE COATED WITTH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS f1V SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCVATION,PINS MUST BEAR THE"HV MARKING 0.4 THEIR HEAD, 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6083-TO ALLOY IS 30.0 kal AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 GODS-TS ALLOY, MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kal MIN.YIELD SM14GTH AND 90 kDN MIN,TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411,3.3 'SHEET 13 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 0.BOLTS 10 BE A5TM A-307 GALVANIZED STEEL•OR AISI 304 OR 316 SERIES STAINLESS STEM WITH 35 kxl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE QI : 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE 0&O WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 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 85'458,178 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&%, WOOD SHEET' 18 METAL SUPPLY,LNG, 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA I HV WINDOW BLADE A.ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,TNRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING To PREVENT 1WND/RAIN WTRUSIGY. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEAR PERMANENT LAOR IN A VISIBLE PUCE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV A CENTERMATIES AND ENGAGE OR LOCK ALL HV AND ND LOCKS, AND NO AREA 4: HV WINDOW—BtAOF n QNI Y 1 T.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, IAErAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE, 12,BERTHA N.V.ACCORDION SHUTTER MSTEMS INSTALLATION SHALL.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING MND ZONING REGULATIONS PRONGED BY THE JURISDICTION WHERE PERMIT 18 APPLIED TO, 13.(a)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHETS THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.ED.,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'. (a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d1 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 FREESPONSIBLE 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 KMEWA. (a)ORIGINAL P.GD.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE(Non Htgh Velocity Hurricane lone' 1111 �;l""'�i 02017 RLTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. BERTHA TM A■S.S.A. Accordion Shutter System i KV.MAX#1 W/OR W/O HV.1MNXW a" 6� ' TILLIT TESTING & ENGINEERING COMPANY AmerlCan Shutter Systems DV,N DESCRIPTION DATE DRAWN W. L.C. % •. AY 6335 ran.AMS SL,SRx,Das,VIILI.NIA QARDDR4,RORa 3310Association, Inc. 1 OLD 15-085 7/27 1, GATE; 07/27/17 �1D�C ,"� -,� TIM- Ph :(305)871-1530.Fox:(}09)671-1531 4268 Westraads Drive 2 `,...... `•�}(v�\8111 a-m Eo-0006019,com West Palm Beach, FL 33407 3 —DRAWING No {.'X11' WALTER A.TILLT J..P.E 4 1 7— 07 P.E. S7~Rt:fS(ONAYURE/DATE RORDA LIe.8 44187 s SHEET s 1 OF 20 '} Y4 rDR wNoca awe B VARIES 1w. 4 1' 4 385' 4.999" D 4• THY–SOLID BLADE 3�WV UNIVERSAL F nerclt 7 0 HV 9Q'J180' STARTER COVERED UNDER US PATENT 5458779 QUALIFIED FOR USE W/ HV BLADEQ ®HV DIRECT MpUNT HQUALIFIED V BLADE �OR USE W/ HV__WINDOW BLADE" 6005-T5 ALLOY AND TEMPER QUAUFIED FOR Uf�E W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE t1) 6063-T6 ALLOY AND TEMPER 6' 1 6063-T6 ALLOY A TEMPER 085 inl (TYP.' v. X70• "3 .o .994' • . n 72 N 942 O 15• 7.092"4 • – .. ..... HV ADJ. ADAPTER W/LIP R 4.436' t2' SL42F 226' D QUALIFIED FOR USE V!/ HV ®HV WALK–OVER TRACK 22 :t ©HV ADJ. FLOOR TRACK BLADE Q QUALIFIED FOR USE V!/ HV O9 HV TRENCH TRACK 5s 6063-T6 ALLOY AND TEMPER (� 0' QUALIFIED FOR U�E W/ HV BLADE li' OUAUFIED FOR USE W/ HV BLADE(1) 6063-T6 ALLOY A D TEMPER BLADE Q ONLY. � NV RAINGUARD 6063-T6 ALLOY AAD TEMPER VAIES 7; 1 6. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 1 g BLADE 1 917• °`' VARIES 1.936• 6063-T6 ALLOY ATO TEMPER ftrt 08J' .I OBJ' � .OBJ"�a ,6 4_ ug, 0 l 670' o of 0 9J' nl 4�y] 0701,690' o.to 670 3.S2'9" .20• 1 HV HEADER SILL 11 HV CEILING.HEADER © 1 13 -HD CEILING HEADERISILL —=tom• O FIED FOR USE W HV BLADE(1 ONLY, QUALIFIED FOR USE W/ HV TEMPE 1 ONLY SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1Q 14 HD WALL HEADER/SILL 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 011, ONLY. 6063-T6 ALLOY AND TEMPER MN.%MNVMN.t COMPONENT A B T1 T2 % Y t 2' 2' 0,125' 3' J' 0.090' IB 2" 5'MA%. 0.192• 0.192' L % I 16 SIDE ANGLES 20 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5 7'MA%. 0.790' 0.190• i BLADE 1 QUALIFIED FOR USE W/ HV Q QUALIFIED FO ." HV SLADE01 0063-T6 ALLOY AND TEMPER BLADE IJ ONLY, 5 I 2" 5"MAX. 0.139' 0.131" 6063-TG ALLOY AND TEMPER 6063-T6 ALL6bY AND TEMPER t FLORIDA BUILDING CODE Non High Velocity Hurricone tone' tlttq� 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY,INC. tT �16ENs� BERTHA H TM IL ECO ,N�. S A Accordion Shutter System A■S■ ■ ■ H.V. BADE g1 W/as W/0 H.V.WINDOW MADE • ,�� 7�' TILUT TESTING k ENGINEERING COMPANY American Shutter $YS�BriIS LV,R DESCRIPTION DATE ORAA 8Y: L.c. °�A7EOF 6]55 RW.]6N.SL.Sb.305.VIRGNN WRDENS.FLpWA]71 Association, Inc, 7 OLD 15-085 7 27 1 wTE: 07/27/77 O,r,• .` ; Pha :(305)871-1530.Fav:(305)871-1431 4268 Westroods Drive 2 !+ ORIDN -`(4 �� c-m is tit...0..I , West Palm Beach, FL 33407 3 DRAWING No tPIP•••'••.,, V 71 EB-0006719 y / p\1111 WALTER A TILUT JF,P.E. 4 7� 07 P.E:'3FA J ilah' E DATE noaoA GP./44167 5 6 SHEET 2 OF 20 48 92 4 7' 4. TNRCA^1/4•-70W OtE W'T 74$ 2,293 T 110N tWOYND D1AVCt. i 4yp ;• .745" S.SA+.6. P.tKW PAINED �CASTOa0• I $ NDU5140 t7NA/CI. O P 'm BAKED PA1tNEb CRESS NPN .062' , , » • a Kx08. 1.325• n j .318 _ DER h KVV6(CHROVE (ONUOUt RATtD) �" o n-01 0� • a s PutEDf (1 NV CENTERMATE �r. .7 ' - HV LOCK HV EGRESS LOCK OUALIFIED FOR USE W/ HV BLADE( lA ONLY yY F4QATING CENTEQ� a, 40 R U ALLOY AND ADE( OU EO FOR USE W/ NV BLADE(D&& t ONLY 0 QUALIFIED OR SE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER CO BLADE�„j3 & ONLY. BLADE tt,"f, & ONLY, TIf' qO ILIF(ED FOR USE W/ HV BLADEUI ONLY 250'O.D. tg.EAD {`�•�g {'' f P OV(OEDkTO mi76" 6063-T6 ALLOY AND TEMPER2 3CREYi .J60'AFTER RNETING iqm " " BEFORE RIVETING S,S. T UMBSGREW x14"0-20 RIVNUTOC*SEWES 0444 ALUMINUM(2024-T3 ALLOY)LAROC FLAW THIN �T,1 _ - •,T • t a Eb_-^ T� - T„..,.1 CNYOSVCVT NITSETR,PART 10D20,AS I,WBIrA 0705URCO BY hEDEL PLAN FRONT ELEYAnON Z �„ MA "T-" LOCK GEN }yy n n8 1•p`L GNPFAY TEXT V OARSIPER NCW 4EE Qr OR EQUAL. I_n(_KE�.OR"r" LOCK C NTERM_TE QUALIFIED FOR USE 4J/ HV BLADES ONLY C9 HV FEMALET LOCK CENTERMATE QUALIFIED FOR USE HV ALTERNATIVE_/O V QUALIFIED FOR USE Yt/ HV BLADE t�,ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ W BLADE(! ONLY W/HV BLADE(a)ONLY, ` OUALTFIBE�DDFEp ON`Y.V/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER"" 5' i' 3.161 THUMDNRN q63' -j .003 1I 6 �` /� Hn CYLINDERCYLINDER 062' - _ zta• n zs- » 1' .o 0.875't.6n. • � .4 ^ g a .125'Kim u• r Qo m i QUALIFIED FOR USE YI/ HV BLADE 1 & AHQ CF ITE MATE WZ NO I G D QUALIFIED FOR USE W/ 14V BIADE I & (A 1 C ,S IN99RT a 6063-T6 ALLOY AN TEMPER ' Jy a A r VARIES, t2'MIN. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(q&&U A q i/4 a»i0 3.5.OR 3/8's-ta t 6063-76 ALLOY kD TEMPER TNUMOTLIRN •+"^ACt.7N.nWNDSCR[xg. 1/Y CYLMDER I=0C1'Alw ' � Do OR KEY .. ^��--=J L t Rn CYLINDER �. ,°Y, Lt.76 Ma.. LOOKING-Ndd L 37sro '/`° 03 HO LOK OUALIFIED FOR USE W/HV BLADE(D �, n f j`/ tI." (8— 0 A S7, 1304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 44��1111 6063-T6 ALLOY AND TEMPER �J HV 318 0-18 ACETAL QUALFIED FOR USE W NV BLADET&& A Q Qa�iNSTALLATtON WILL REQUIRE A 7/16" HOLE THUMBSCREWS 'RIES S.S, THUMBSCREWS / 4 DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR �}' HV 13LASE Q QUALIFIED FOR USE YI/ HV BLADE Q FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone T�tLttA��1�A T/ = 020)7 nu£cO,INC. (02o17 EASTERN BERTH SUPPLY. H ITM �c�N ' •�� _ A S a A Accordion Shutter System TATE c o7,m�. ■ �v BlbDE , w/DR w/o M.vnrnary BLADE 7k =A�"• ' American Shutter Systems EY,N DESCRIPTION "Art DRAWN BY: L.C. TILU7 TESTING & ENGINEERING COMPANY ASBOCIQttOfl, Ina. t OLD 15-085 7/2711 GATE:'07/27/17 • 'Q • ( 6355 N.W.360+.S4.Ste 3061 M80�'A CAF..'%FLDROA 3316 Ph.--(3o5)B7i-ts3o.Fo.:(3os)B7t-i53i 4268 Westroods Drive z DRAWING No • Gg''• -mol:t1t.0oodcam West Palm Beach, FL 33407 3 ��1�7 ;•'��^•.�YRIVP;,�'�\V \A E8-000071D S+s/[}u a .+Cw\T`l'Lir4 WALTER A.TWT Jr.P.E. 5 SHEET [P.E-%t* EAC(3It� A RLPfDATE FLORaa La B 44767 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/s" HV In HV Q � IZ'Mi N. CE 825' 41 dD � : : TO SLADE T1 P E E 1A .1875'+-t-•,.—.�.. HV BLADE 1 .0625' IiV H1N00'W BLADE .D6I5• trt HV BLADE 1A t ( 811DE'S "m OPEN•N •0625 1875' Y HV LONG RECESSED NYLON GUSHINGzo 6 n KNUCKLE 3 i 'F a (TYP) 0,0625' r 30 HV SHORT RECESSED NYLON BUSHING � ��/}�\I I I � „PLAT PORTION t ; R1.750D� 1 66 HV NYLON HAT WASHER (DOR ! B t f s s0" Q HV WHEEL CARRIAGE AIS! 302-303 SERIES ( L j: y 4 n 44 0.870"x3/16" THICK NYLON WHEEL I I ® „ ry 2 r/8•Hlv, HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS 315"m SEPARATION 9ET N 0625• m3.po i 3.7500" Y 0825' lTJ HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR I 4 kJ w oP GS ON CE3HTER /4*S "P.r 7500' HV 2 3/4" ACCORDION PIN W/ {f8 HEAD * 41 ,Ia7�j'�.4 I ECLEAR 4d POLYCARBONATE IMPACT RESISTANT HV WINDOW t i 7 eL�wE$R TYPICAL HV WIND-OW BSA AND POLYCARBONATE HV WINDOIN DEfA4L I (j)OR Q� I 4 or ®3 N.T.S. R 511 R MENLS) O OR ® i ( i �k P91 YrAR ONA7 I PA.T RESISTANT HV WINDOW BAYER MACROLON 3103 POLYCARBONATE • E I� I E RESINS, UV-STABIUZED GRADE OR SABIC TO BLADE Bost uINNOVATIVE PLASTIC LEXAN 103 RESIN PIN REQUIREMEMLAT-MR108 9LAQE KNUCKLE FOR ©OR I I (SEE NOTE "F" ON SHEET 19), HY Hy (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIORPIE BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR nEs i I POLYCARBONATE SOURCES FOR 4a HV BLADE. I EXTERIOR APPLKA= Acct 1 f t� jHU'jTER ASSEMBLY ///�1, smr a PRDPOWES Swam N,S, .;HY PIN�OR 6 AT ¢ AmAaJtma wau (2) HV PIN MAY BE USED IN LIEU OF AND ONLY A7 EXTERIOR +a/u> � BLADE'S KNUCKLE, f7 : EXTERIOR 80770M KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324• - (SEE NOTE*FOR snam o""Y `STO 0"2 M0.3 m/W 0.0'0 Q, BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7, QaJ3 REQUIREMENTS) ! , OL, ASW0sse 0,.ro P,,, esw a.l TPP. l j 11D W RAL VRD=)i AT Yw ASW 0180 12,SW Psi 13,400 A'" rJExuRALNOcws ASN DY" 310.040 P.KL °"0000 P'" (3) HV PIN 1@ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 I it SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. ir�D SHEET 1tJD ;,; NDTEx[0 oc0 ASN D256 is t7-mom n rr-raA" i E»". SPOKE DD4M AS1N 07915 172 x 01A S M9 W EL CARRIAGE DETAIL SEM POUT RATE 6Dr1mc AM DW E-1 CUSS 0-I aA:O t.S. Mf*at" AM Dion 10AD Y 400'r •,IllLtt�s AM 0155 t£AS�tE 5tRE?AFN MnR Ww),Rat^ ASW 030 4742 aal. 66A0 p.el. 1 HV BLADE SOLID & (' HV WINDOW BLADE DETAILS 'E"=6x555°°R`"u1T11DIP° '11"939 6111 I-L 1"0 NJ.S. ItjlpNJrt�'r�+�� FLORIDA BUILDING CODE(Non High Velocity Hurricane ZOnO yQ: ,•\rA'.............. 02017 TILTECO,INC. 02077 E�tSTERN META{.SUPPLY, INC. s .. BERT VTC ASSAAccordion Shutter System H.V. BLADE , W/OR W/D KV.VANDOW BLADE TILUT TESTING & ENGINEERING COMPANYAmerican Shutter Systems Xv.N DESMP0014 DAn DRAWN V. •.c .1 4355 N.W.36th.St.Ste.305,MAC"OtRM''S,rUFWA 311 Association, Inc. 1 OLD 15-085 2x/1 DATE. 07/27/17 ►-0If .�- --- PFoee:(309)871-1530.Fur:(305)871-1531 4268 Westroads Drive I DRAWING No sV`�ifA, �+••I111 e- •aai9.ean West Palm Beach, FL 33407 ` X7-'107 ,.+ WALTER A TUR Jr.P.E. FLORIDA Uc.!4x167 5 SHEET P.E. SEAL/SIGNATURE/DATE 1 6 4 OF 20 NOTES HV LOCKS AND CENTERMATES• A s c c ' x ®�"0�„�� 1. MANDATORY CONDITION H:ONE HV LOCK�or SHALL BE USED A7 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BF,L,OW 3[2 OF SHUTTER SPAY POR SPANS UP TO 108',ANO FOR tN*IT TIONS i ANY ELEVATION•HV LOCK t2,,or Q�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES Ylf(2) 1/4'4-20 x 1/2'LONG FLAT HEAD S.S.M,S.LOCATION OF LOCK SHALL E AS INDICATED ON _ TYPICAL SHUTTER ELEV",ON. r2lta0a 2, �_��,,IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV ou I LOCKS ,Q*OR qq AAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 0' `1 OR SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ,mss 3. OPROtiJs.CONO1T101k/ tV I I�tyD ONLY DAT{, ',i OITION it OR LIMITED,MONO fiORYCONnMON MJ[St: LOCKING RODS(y$ARE N07 REQUIRED A7 URRICANE POSITION, BUT MAY ° 4 6 aR O oA 4 ^'3 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS tp OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), n 4, ATOM C-0NOTRON/2 ONE HV LOCK @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN JJJ AND INSTALLATIONS AT ANY ELEVATION.HVL or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO T9 CORNER CENTERMATE W/(2) ld 4-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS{�5 6 I AT TOP&BO OM SHALL Be USED. LOCATION t5F LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. KUC�u MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. AIMMNAXIE TO MANDATORY$P01TION#11 VALIM ONLY=W.IM•ONE ALTERNATE FIV LOCK;�s MAY BE USED IN LIEU OF HV LAK or FOR ANY SPAN ARID B^ aQ INS7 CATIONS AT ANY ELEVATION.ALYERNA LOCK !MY BE USED AS AN WSIDE�dR OUTSIDE LOCK.ATTACHMENT '— '0 OF 1/4b-20x3/4'S.S.THUMBSCREW TO JI OR�CENTERA47CS SHAD.BE MADE W/ 1/4'4-20x3/4”ALUM. RIVNUT AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t 1 C £a€ F E` LOCKS AT 1/3 OF SHUTTER SPAN. 11 $D 6.MANDATDTLY CONDITION 03"x,FOR KEY MF MOUNTN(#INaILL TNS: ONE WLOCK @ or 15 or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.KV LOCK 0 or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATES VI/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. 11 M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS I&W/ SEE EN TION 1 OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D P [ SHEETS 10 FULLI+ *'NOTES ON HV "T" LOCKS AND CENTERMATES• HEIGHT, OF CORNER 1 t°A"+To xtDTM CENTERMATE ; ONE ALTERNATE HV T•LOCK MAY BE INSTALL€O IN LIEU OF HV LOCKS®OR V FOR ANY SPAN AND 0x�4 a 6 7 8 a 10+ �14 INSTALLATION AT ANY ELEVATION.ALT NATE LOCK�S Y BE USED AS AN NSID€OR CU SIDE LOCK.ATTACHMENT i�L.y �, Of LOCK INCLUDES USING RpNFORCINC LOCKER GF, . AS SHOWN ON SECTION ONO,SHEET D•WHICH MUST BE 1♦],'tJg2'L'J' 3i"' J'�'�..o>< CONNECTED TO CENTERMATES 0 AND V Wf 1/4'4-20 x 1 1/2'LONG S.S.THREADED BOLT Wf 7/8'0 x 3/32' VANGNUT OR©•��• a,G6�'��e,�8�a+ MAxIMUM ABOVE AND BELOWiM1D5 AN E OF TWO LOCKING RODS TOP LAY AND BEINSTALLED ISS MANDATORY. OR 12' CS)• 1 s.fla,9•Cs S ON HD LO SA FEENIUMATES' 1 HD!Or'Lr 134,$!HD CF`tRERifATE$(3� OR 132 Wi+' ; ONE ALTERNATE HD LACK.70 MAYBE USED IN UEU 0r TYPICAL HV BLADE SHUTTER ELEVATION Ht'LOCKS(2 OR(V' FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK g MAY BE USED AS AN INSIDE OR OUTSIDD LOCK.ATTACHMENT OF HD TOCK t TOR IS W/3#B x 3/6'F.H.S.S.115.,AND INCLUDES N.T.S. REINFORCEUENT INSERT t t AS SHOWN ON SECTIONS HOB-tiVB AND DC-HVC,SHEET 10,LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAKIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS TS.15 COMPLETELY OPTIONAL, G on High Velocity Hurricane Zone, 111 Q`" •. 0• • 02017 TRTECO.INC. 02017 EASTERN METAL.SUPPLY, INC. ENS BERTHA H TM Mc=iimc� A Accordion Shutter System FLV. BLIDE>tj1 W/oR w/0 H V. vaNDaw BLADE '4 ' *: TILLIi TESTING & ENGINEERING COMPANY Americtsn Shutter Sy9tems EV.N DESCRIP 1011 DAT DlawN sr e. � i s33s 11x.3e0 S1..Se.305,MOON•c.ROENs.FWAVA 331 Association, Inc. t OLD 15-088 7 Z7(t oArE: 07 27 t7 '� << PI°°e:i3057D71-1330•r°.:(305)871-1331 4268 Westroods Drive 2 DRAWING No 0-41: -m t £60008TY.'.Q n West Palm Beach, FL 33407 3 17-107 _• L `IIIIL WALTER A.PLLR Jr.P.E. 4 rl noRUA uo./441675 SHEET P.E. SEACJSIGlSfiIiURE fDATE s 5 OF 2t) POURED ONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEWLE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 13) REQUIRED 1/4"0 20.3/4'S.S, REQUITE 0 Y` f—.—.—y,' CONCRETE ANCHORS SN(ACHINE SCREWS "�. CONCRETE ANCHORS i ©��FOR / (SEE SCHEDULE ON W/1/4'-20 1 18 A LrsravE(SEE NwNmeo®aH sHrn 7) r / (SEE SCHEDULE ON SHEET 13) I j SHEET 13) NUTS O 12'D.C. 1. ' % --- 12 on 14 '. ,i ' Nin. 1/4"0-204/4'S.S. lAfn. EO EO MPLHIr1E SCREWS EO O USING 1/4'-20 NUTS r I%2' L I O r2'D.C. I --- 19 I E.D.' I; ,% ,,'r; 1 'r• .250'U.x. 13 O+ 15 13 aR ML f E..DY.- i ' -/ , E.•D.`i T7—, O © OPTIONAL / • �-oPnoTul I IOL SEP/RADON ' Io ow j ' ' taEnAz a s�rEr I EXISTING F 1d 9�31a1D�p7� I 1'----COR ®• E70S-Nf� MW.SEPARATION TO GL I 1 GLASS--i a�ema<R9 I MIN.SEPARATION TO GLASS I 1 GLASS— —('SEE SCHEDULE ON SHEET 11) I EXISTING ("(SEE SCHEDULE ON SHEET 11) 1 I QA 1TV WALL HEADER INSTALLATION G ©HV WALL_ HEADER INSTAL HV WALL HEADER !NSTAU_eTION # KEYSTONc EXISRNO MIN.SEPARATION TO CUSS CLASS---� I ' N a�ASS( s I 1 1 APATCH OR ®• ' I 1 1 EXISTING (SEE SCHEDULE ON SHEET 11) 1 MW,SEPARATION TO GLASS (SEE SCHEDULE°N SHEET I1) CLASS al 9IA,CES(mG 10 iSR Q9 HJ 1 I ; �P EXI 5 'jr -' , OPTIMALGLAS ./ 'f r' j1' i ✓ E. OPTIONAL11/4'Mar. E.D• '/ %,. �' '1 i i Ir r E.O.•r; ,1 N i i i i �,i r / O OR Q F13 OR OR8 ' _ 1/4-0 2093 4'S.S. E E° PHILLIPS TRUSS HEADf/a'0-20.3/4'S,S.PHIWPS 'l CONCRETE ANCHORS ••✓ WHINE SCREWS USING i CONCRETE ANCHORS Yi/1/4'-20 NUTS O 12'O.C. ' } �- f✓ - % 17 18 7RUs5 NERD MACHINE SCREW$ I / 1' 1/a'-20 NUTS® 12'O.C. (SEE SCHEDULE°N POURED CONCRETE (SEE SCHEDULE ON SHEET f3) r ✓i Min, POURED CONCRETE SHEET 13) OR CONCRETE BLOCK ' OR CONCRETE BLOCK WALL REQUIRED NCRETE ANCHORS REQUIRED [,D HV WALL SIL INSTALLATION (SEE SCHEDULE ON FO HV WALL SILL INSTALLATION POURED CONCRETE SHEET I4) OR CONCRETE BLOCK WALL REQUIRED U HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SF`ONc• 1-SEE SHEET 4 FOR TYPICAL SHUTTER . INSTALLATION DETAILS W/ ASSEIABLY E.D.-EDGE DISTANCE L"', SEE LUAITATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE.SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET 19 HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. p/a/A• FLORIDA BUILDING CODE Non Nigh Velocity Hurricane tone' 1T`� ✓= 02017 TILTECO,INC, `,\ :'��``ENS�•, �= 02017 EASTERN METAL SUPPLY,INC. BERTHA N TfA 4 IM-CM�. A■S■S■A■ Accordion Shutter System H.V. MADE#1 W/OR W/O H.V.WINDOW MADE '�Qt,� TILIJT TESTING & ENGINEERING COMPANY American Shutter Systems ZEV.Wc DESCRIPTION DATC I DRAWL AY. L.C. 'CA•�'•.�ORIOa:'',ate.1� 6355 N.W,36tR S4,SW 305,N!M"OMENS,FLORIDA 3316 ASSOQIOtIOn/ Inc. 1 OLD 15-OB5 7/27/1 DAM 07/21T17 1 .... ` P=v:(305)871-1530.Fa.:(305)871-1531 4268 Westroods Drive 2 C•G 1�j1^j1'— a-mREB ut-4 8 yam West Palm Beach, FL 33407 3 DRAWING No S��MAL E 17-107 '��i�..qu•rr•'' WALTER A TILUT Jr,P.F 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Lap 4"a7 5 SHEET 6 6 OF 20 '0 CWH CONCRETE ttSM 104EDMI R@OUiREO Jt EDGE OF SL�B IF Mal m;_ "e,D..- APPLICABLE Dw 11) I, " , I -I CLASS-, ALTERNATE EXISTING ANCHOR POURED CONCRETE ANCHORS WL R;wvM1 OR ♦ (SEE SCHEDULE ON SHEET 13) exiSnNG EXISTING rLSSS LOCATION 110 HEX WASHER HEAD OR 15 3 3 iA'4, YEK"161S 0 12*D.C. -SLAV IF SO 100C OF APPUMLC A OR (SEE SCHEDULE ON SHEET t3) 3/0 CONCRETE ANCHOR. I SLAB U 711 AP 2 0 0- ED GE OF PU IF CA13LC 7 Ell SLAB IF CXISTINO EDGE or GLAS2�--, EDGE OF Al FLAT HEAD CONCRETE ANCHORS 'LICABLE SLAB IF POURED 4- JCASLC POURED w' CONCRETE —E, D. CONCRETE OONCACrE (SEE SCHEDULE ON SHEET 14) • REWIRED so"' D�-r, ♦ POURED-,,/ WIRED ZFLA, "CONCRETE ANCHORS"W CRETE DN 50',j, 0 R CO`NP (SEE SCHEDULE ON SHEET 14) DIADDI'val REOUIRED --------I- TRENCH-INSTALLATION fl VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. 8 HV FLOOR INSTALLATION JQ t (J)HV WALK"-OVER -INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER SCHEDULE J3. SHEET 11 On HHVCEILING EXISTING . CONCRETE AhtRORSwit go+nRiW To CIAV. r—(=wgug— (SEE SCHEDULE ON7 1/4-0 aw an= po"'I) S14M 16) Al,*I=112M POZ M, QOGY OR 1/4-0 EXISTING EXISTING EXIS FAWDM VAPPER.AIXH=W1, GLASS mmg=R�Mm Top we"r-f 1) MG__ V I ows -4tg.'4 1 3/*'WL 9 I O.C.MR UP TO IF-O•ZPAN AIM -"rl 1 4'OR.FOR SPANS L4=THAN 0 7 '-v I I;' I f-r APPLY 1/4' SEAUNT 1! 1�, Y FASRM FW (:,k) ON gb_ 1/2" MAX r VAX, 0 3 8 IO.N4-HEX 1 .."" - - WASH HEAD Cc..ZA� @ TEX SCREWS 8 gz' 0 12*D.C. 11493/4- HEX HEAD .1 a,, J14 4'S % ANEW' AZ 1 4?.� INIM ;3/ G.S vs. TEX SCREWS 0 9'O.C. OR 1/4'0-20 S,S,M.S, CONCRETE ANCHORS 0 C, a 12 O'C' W/NUT 0 9'D.C. ($CC SCHEDULE ON �r Emu to NON S"WCTUM ------- SHEET 14) L, EDGE OF @-18 1/2 \-WALL%V(OMOOTNE I E.G. Sul F.H.S.O.S. URI. SLAB IF '/X// O'C rouRm CORCIRM .1 7/8'. 7/8' APPLICABLE -\-CONCRETE ANCHORS SEE NOTE 13(b) SEE POURED CONCRETE (SEE SCHEDULE ON ON SHEET I ON SHEET OR CONCRETE BLOCK 91, POURED CONCRETE 4EET 14) OR CONCRETE BLOCK I.D. REQUIRED RECUIREID (9�gSTQNE MOUNTING INSTALLATION OPTIONAL-j POURED (8) HV WALL-ELOORAISTALMON WXUUM&&P.DEVON PRL=U '+",-79 OW CONCRETE @ BY WALL WALK-OYER INSTALLATION umuw s"vnTp SPAN ir-V REWIRED INSTALLATION t t THIS INSTALLATION SHALL BE E.D. EDGE D=STANCE REMOVABLE WHEN PERFORMED DNS OF USE FOR TYPICAL TO AN OPERABLE EXIT ♦ SEE UMITATI I- SEE SHEET 4 FOR TYPISHUTTER ON HET,1-1) OR ENTRANCE SLADE @ CN SHEET IQ INSTALLATION DETAILS W/ J) BY BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINEDHigh Velocity HUrriCOne Zone, IN ANY WAY TO SUIT ANY INSTALLATION. 41 FLORIDA BUILDING CODE(Ron 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. ti�CENi •vl;k.0. IILIEC13ERTHA HVTm Accordion Shutter System KV;�,,c-_ E A,S.S.A . MADE#1 W/OR W/O KV.WINDOW MADE American Shutter Systems UV.No S!LINS DAIC TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 0 00"1 '""/LC OATC, .1/27/11 4268 Westroods Deiva 2 DRAWING NO 6= Sw$05.yxa"CARDOM I'LORIDA 3310C Phone t(305)671-I50,Fax:(305)671-1531 West Palm Beach, FL 33407 17-107 WALTER A.TILM Jr.P.C. P.E. SEAL/SIGNATURE/DATE FLORIDA U..#44167 7_ SHEET 7 0F 20 SEE-END-WALL ILS ON S 10 $ SEE NOTES ON LOCKING RODS Q,HV LACKS(D or 607 90, I N `r EXISTING GLASS INSTALLATIONS W/ (D-HV ** µI0 ALTERNATE NV LOCK Q ON SHEET 5. BLADE SLAC9 DETAIL HVI` 3 VALID FOR ALL BLADE W HV CENTERMATES CENTEROALICTES APPttON IWITH BLADE ;66) 22 OR EXISTING GLASS 0 •�•©�©•O•®� F p.po4p.®oap.®� ---------------------- --------------------------- 2..2. 7 � yt/8'b'-2 I ®•®0°�•®��.� 3 T/4- 7• 8 1/2' (coos-ra Au" ALUM, SYMMET�YCAL ANaLE W/bx� t{ CONCRETE E i 1/2• „©•� OPPOSING I A1XCH S o OrrpMC TE MAT S (TOP.S.To T IO,J A'S.M.S.6 12' ES (s)e10AT E&SALS. E,TUBE ® Mltl. CLASS ar EACH ANGLE.(TYP) .c.Fuu.t.ENCHr. W/ HV LOC o HV C To cuss 5 ® « * 35* I IN 3 (sNE SCHEDULE ON SHEET 11) If 5 ©a®w0.O°°O �� •®� �© J w ® HVB oUT ® � * HVC 10'©�+©•®°�•Q°R HVA ©°'®"'©•OO °q®0°t0 •O3p EXISTING GLASS -POURED CONCRETE OR O.O•©-O.O♦��I J ---____ _ )�—®�©•©w�•®p—_. OUC8NCREO ETE BLOCK WALL 7XXI TINo •OB oA i®.®°"®.®`" SYMMETRICAL ----- I N T•O• (('SoA�--- F_ ----- � - / r, ` v MIN.SEPARATION 8 .@-@.@-@.@ J `cuss' CENTERMATES* ti ®.©"'�•�0°0•®a ro cIASS 5 ��L�.�.Y �� ( ] O ® O ® ® (SEE SCHEDULE MIN, SEPARATION eA®•® —— a * b NAL, 8 • oa 9• ea 1 • $ ON SHEET 11) J i TO CLASS (`'�JC`%�� ("CC SCHEDULE I N OPTIONAL °�®• '- i ON SHEET 11) (INTERIOR) ` -___—-—_ --a L — — — OUT ------ ---------- 1 ---- 1 1CONCRETE'Ax , •'ANCHORS Ilk16'O.C. 3 VAR ES ry OUT s 1/2'Max.sucK 3 g (MPJOR) BVD oUT t�tlr�,,,,�,,,,,v,' HVE HVF** FLORIDA BUILDING CODE Non High Velocity HUrriCDne Zone' 11F' t1 02017 TILTECO,WC. ®2017 EASTERN METAL SUPPLY,INC. �� ••�,10E S ' 9 BERTHA Accordion hutter System ' *' A.S.S.A. H V. BLADE , W/DR W/0 H V.SMND BWDE _ �P� (t,s:, r TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAM BY: LC % (�IAI11 •.4T �` sus Nw.as:n.sL,ste.SDD,vweumA eAaDars.FLDRa aTte AssOCtation, tnC. 1 OLD 19-08507/27/17DATE: 07/27/17 Friona:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 ^s(ONAL'�N(j�j1A o-rima:wtee000a.co n West Palm Beach, FL 33407 1 DRAWING No EB-0006718 //.1/!ll•,11 WALTER A.TILLR Jr.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE FLORIDA U./44167 6 SHEET 6 8 OF 20 ALTERNATE-INS TION HV "To' LOC HV E E LE "T" LOCKS C NTE TES 9 & LOCKERS WLaHV SLADE SSE END -CONNECTION OETAILS ON SHEETS 10 k 18 INSTALLATION n HV BLADE OUT IN '-?' °a5°"0 ttA55 p K �„er,04XCAYED dl s1OEr 8, WZ HD CENTERMATES ('Q ® ® , O'�EaSLL FIDA"M MADE m OCTAL KtO-Hw, a a eO• 7O a 8ba 10O•®a amrcltEO aN TIaS sMEET,uAv 8E LISCO wml nay NA ALTER I 11-0-0-0-0-@ 0•®�®•®a®.®a amAUA1roN DErAA I sMQMI Ir_Twa SHEET. cEE EF 0 WAIL'CONNECTIOt3' AdON cNEETS 10 k 18 ,2••VeSO'-2 I o8•©a®•®a1®•® (°00.7.TD A1107)ALW. A 12iogl temT e . a� 35 t 35 t Cr I L------------------„_____--------- I (O nONw 4 (anROrui) (A)/f0.1/Y O•r0 TUEF /t0.]1'GN,6.O w. - a tAOM IiMMa(s(rw) 5 I r 0'Fuu uNtNc 3 30tHV T" IN ( N.v. IN (4)N.V. _ 3 'r / LOCK (INSIDE) 1 ) >>/�' Pan�P') (ai sem;u a4 FMm n ] SL ------- — $ 1 2 29 1 a ue 5/e• � 5 3 OUT 31 oa 32 k 3 31 ea®2 31°a©2 31 as 32 All 35 SEE NOTE 6 FOR try LOCK®, 1/4" 6-20 S.S.M.S. 4 3 (oPnawl •T•LOCK,ON SWEET 0. t W/ x 3/32" WINGNUT. (DPnavu)HDB_HVB OUT HDCt–HVC HV ••T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATEa SYMMETRICAL HD CENTE_RMAT�S t W/(2y LOCK (EXTERIOR) QCK (INTERIORI faxA:Ec pug AWLmI1DA 17 V V Pert(3 MLL"CAT. AWLAR11LNCE riatl a®a©•O7 a®o 10•®Q+ AS UA4)FACTUR PART/0 620, 10•®a©•®a©•©a T YMIOFACrIREp 8(.Awa CtSEV 07054 O PARSIPPEfF/,MEW JFASLY O O•®aO.O•®a' 0705A 0R COWL •�a©.®aO•®a -—-—-—-—-— — — — — 3 —(D F--' 1xE"OT13 On LOMJ0 RM a w 1oea7 all"W e — a uhA3A1 11DAPM0 I L Ot®CRAL WD-l"as vA1n TDa ALL CEMi)WATr5 AM 1Cl(;15 NOM 6ADF Q HD�tt - 11j1'IILR""T.s'-'w FLOATING STACK � GR F FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione 02017 TILTECO.INC. ®2017 EASTERN METAL SUPPLY, INC. BERTH TM o.4 3 I L E C O Na. A■S■S■A■ Accordion Shutter System i H.V. afiM#1 W/OR W/o H.V.WINDOW BLADE American Shutter Systems tv.M DESCRIPTION DATE DRAVM Bl` LC F 2'/J4 ,: TILLIT TESTING do ENGINEERING COMPANY ASSOCIOfian Inc. I OLD 15-085 7/27 1 DATE: 07/27 17 • •.. O A.•: 1% 6355 MM.36th,sL.,st,.305.vulom tonin,nmMA 771 Panne:(305)871-15]0.fox:(3°5)871-1531 4268 Westroods Drive 2 N...........w`G� 1(11 -mal:NucoOaa.com West Palm Beach, FL 33407 3 DRAWING No /1L,E"..T11 wALTEF A rUf1Jr.P.E. 17-107 P.E. SEAL/SIGNATURE/DATE Rola Ua./44167 5 SHEET 6 9 OF 20 POURED CONCRETE OR i t POURED CONCRETE j,, POURED CONCRETE j CURED CONCRETE CONCRETE BLOCK WALL - i OR CONCRETE CONCRETE i OR CONCRETE • CONCRETE j BLOCK WALL CLASS ED t .. i BLOCK WALL REQUIRED _. BLOCK WALL REQUIRED REQUI (Ifs EXISTING CLASS �"• L CONCRETE ANCHOR- EXISTING CLASS �; 2`EON. EXISTING GLASS 1s•cc. _ f_ �t" MNMwia+ ` ! J _'`(� (• +. 'r-— �i +=-2'MW. 70 GLA55{SEE IAN SWARA 1a! i' SAaac ON S}7FE: I /' 4SN"SEPARATION ;' / + EQN.SEPARATION .` SM Eo ' EQr To Diss(sem / 11 FOR SADE(QAd{D /r T�ai T ' scTamuCLASS LE atta�Er II II FOR aAr (11. 606JLE ON 3+T6 COONr. (D ON SIw&�R I +, +ET QE FOR I T 1 FOR N.0 ON SHEET 19 FOR { ALUM.)CLOSER 1 i a1 SHEET 10 FOR 1 f2"/ f 04 SFS TO f�"IXt ((LOCATE AT 1 BtADE5('f)&(3 PLATE. ((LOCATE 1/2', / 1 ` BIAAECQkQT�A �^'^-" B+AOES(DAt pYH )$ IDE AT ERHER SIDE 1A1N-F 1/2'GIN, OF LS, I A.USE 1. S 2' 'xt/ pl0012'S:IA.S,_J ` BTox0 1 'D.C. ( 1 „�_�.. AL INUM CUP)ANGLE 'xO'-2• i f•� _�_.r...-' 8 15'O.C. ` �� ALUMINUM CLIP ANGLE +" 0 16'0"0. --�"•_ �" l -- (8065-76 ALLOY)AT MIDHEIGNT 4 p) 610.1/2'S.M,S,TO(D& t i WALL "d 1'D.C.S ANCHORS TO (5)—= � SEE DETAIL X FO ♦ WALL A7 S'O.C. (LOCATE AY a {i v SIDE CONNECTION OR ® EITHER SIDE OFe) (D OR OR �` SEE OE ON E FOR 1 OR � ( TO TRACKS w® O O O� �w SEE DETAIL%F SIDE CONNECTION I w 6• 7 n 9 10• 4 w n 6• 7 n 8 10• a" TO TRACKS w a 8 7 n 8 t0• n 1 w SIQE CAkNEGT]ON 10•��} ��,,,,,�(�. ` '� ®,r�, p�w TO TAACKS \`Y•®+��•�unQ.�w ' 10-0®°' 10•®wt�p•�,'�n�A'®n ©'Q°�Y,J,n©'O.9- •7 a 6•7 6,O,0-60.07 •0w &0-0w0`V°®n -0-18 -END p0y °� •®wY®J'l�wO,•©w .. •@JL0Y'0-V•,,,, -0-e7 ®$_•®m©•�a(�8�,•(�},w,�E, �'�°'�'4®9'°"x.9'•,�6 w�� •V'L��'a(1��'WJ°iVl'�'�n�"C7 �8' Y9"` Q� • ND CONNECTION DETAI V D CONNECTION DETAIL END CON E=14 DETAIL�3 SND-Z ONNECTION_ DETAIL» •�REOUiAED ONLY FOR SPANS GREATER THAN 12'-0` POURED CONCRETE OR EXISTING ——Y—r E%ISNNG GLASS :F CONCRETE BLOCK WALL GLASS a REQUIRED �� I -t�' MM SEPI �_c^a:-' +� TION. LASS P[kl @ 16`O:C" T yti �.---�- --...-�" TO GLASS(SEE ,' EON.SEPARATION GLASS(SEX ))/ r 1 E1?[M QAtM CONCRETE 1/2'MIN. trusOrxaP NSW -_ � ----_ ' __. QOR H OR�OR / ON r is FOR ANCHOR 0 r 11 FOR ELAOE MID 4 --- __-. _ OR@OR(90R(o CONCRETE•-"� , aAOES M&SA 12'o.C. ' 1 5 �Tg (� ANCHOR \ r `�/EO _ OR@ 4&. t/2`A101. f ` Q �'--- cc OR@ %' �•2"LAIN, 2•NTN, i SEE LUA pRONS OF USE FOR BLADE tt 4N SHEEP t8 @OR CR(qOR(DOR(g (CO R MN DR �� O IO•�w J)ETAIL x POURED CONCRETE OR , �w�w©-07 n� 10•�w 1,81010:0.0 wLIM ( p�(,'A {}CONCRETE BLOCK WALL � Ll REQUIRED ,D•®w©.�w .�w .p•�w®•o'�wI HV BLADE OR HV WINDOW BL DE INTO p.�a�� .®a ®.�wp.®wp•�nCONCRETE OR CONCRETE_ BLOCK WALL. END CONNECTION RETAIL(9) �},®wp•�w�.®n�®F NEC6 p'Q .0.19 `1''' Q "®'� FLORIDA BUILDING CODE(Non 11119h Velocity Hurn one Zona 1+ ''•' 2017 EASTERN METAL SUPPLY,INC. 1 02017 TIlTEOO,INC.WC BERTHA HiM * S Z7—i—LTE—c -- A.S.S.A. Accordion Shutter System C� ■ ■ ■INe. HV. BUDS#1 W/OR W/0 H.v 1MMON BLADE American Shutter Systems • ';`��R1E IJp' 2 TILLR TESTING & ENGINEERING COMPANY Y N• oar vnoO DATC oRA M 6r: LC. GJ',p'•.�L ;'tV�yap a3yy Nw.a�n St.,sly aos,tiwmaA awDENs,nCMk z31a Association, Inc. t OLD 18-085 7/27/1DATEt 07f27/17 i Phone:(305)671-iS30 -1637 4288 Westrocds Drive r�Q /ll E �\t4(11 0- l-➢Ww$0 4Lcom West Polm Beoch, FL 33407 3 DRAWING 1 0°7 �• lttt w m t Mi87. 6 SHEET "'I//I/l/�"/• P.E. SEAL/SIGNATURE/DATE s 10 PF 20 S,S,HEDULE t QCL4FQl1- at 2 SCHFDULE_43 MAXIMUM SHUTTER $PAN* "L+"OR "L-" MA)GMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" INSTALLATION LEGEND ft) FOR INSTALLATIONS W/ 6L OR 'L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS t t': RA1AT_F,�.0 & or or INSTALLATIONS W/ Y! CONCRETE & WOOD {t L+:MAXIMUM ALLOWABLE SPAN FOR A GKErI V!/ ONE N.V. LOCK OC or t or Or EbTT r B4 yV/ ONE HV LOCKS MANSORY L-•I7�,AALLOWABLE SPAN FORPRESSURE A GIVENNEGATIVERATING,HID LOCK �}W/ NO LOCKING RODS or ONE HV LDCK Or(b or t� OR W/ NO LOCKING WALL A, 8, C, D. E, M. N.0, P. 0, A.S.D. DESIGN PRESSURE RATING, CENTERMAT@ 28@ 29 W/ ONE WJ NO LOCKING RODS® ODS MOUNTING F, K & L R. S, & V. "Z)-T" LOCK 30 %W/TWO LONG (SEE NOTES t•tt) (VAUD FOR MOUNTING(@ (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TnnOt�Pcccc��& 82TTOM'1NSEE n CONCRETE f4 WOOD SHEET 7) FLOOR/CEILING G, H. I, 11, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEWNG: C01t Ett 8 IVO INSTALLATIONS 0 CONCRETE MOUNTING & M UWWUU MUM GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A90 DD1301 - A50.limm I 7ALIA 0 A3.0,WWI INSTALLATIONS DETERMINE MAXIMUTA SPAN"L+"FROM SCHEDULE. fniLSiLWb WALL MOUNTING FLOOR/CESUKG P�� WALL M�teN0 �= FLOaRJC(7L0.O UOIJl+T1t70 C. )j iL00R/ClTWIO MOUN1iHC { -j � GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, F(PAY. MOUNTING TF,,.r. b.r.l FLOOR ORMWNnNC A DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE, (.021) L i (ft) t•(R) L t (R) L-TI V MAXIMUM SHUTTER SPAN 'L+'OR"L-'FOR l/ iIj L-(R) t t i6j L-(m INSTALLATIONS INTO WOOD SHALL BE IJMITw TO FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE 30 OR LE 16'_0• 1G'-0' 16'^•0' 1G'-0' 30 18'-O' 16'-O' 3a t6'-0' 16'-0' 105 Ost.A.S.D.DESIGN PRESSURE RATING. NiQUUM DETERMINED SPAN BETWEEN"L+'AND 'L 35 14'-10` 14'-10' 15"-2" IB'-G' 35 14'-10" 14'-f0' 30 40 13'-i0' 13'-1O' 14'-2' 15'-2• 40 13'-to' tJ'-t0" 4O f4'-2' 15'-2" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 f3'-I" 13'-1' 13'-4" 14'-3' 45 13'-1. 13'-1" 45 73'-4" 14'-3" 1' HV CORNER CENTERMATE B3 MAY BE USED AT ALL COMBINATIONS IN BETWEENMOUNTINGS:WS: MOUNTINGS 50 12'-5° t2'-5' 12'-8" t3'-7' 150 t2'-5" 12'-5' 150 12'-3' SJ'-t" MOUNTING WSTALtATlONS. LOCKING SPECIFICATIONS W/FLOOR/COLING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION 12 55 I1'-10" 11'-10" 12"-1' 12'-11' 55 11'-10' 11'-10" 55 11'-1' 11'-11" NOTE g5.SHEET 5. FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 115`-4' 11'-4" 11'-7" 12'-4' 60 11'-d" iT'-4' 60 IV-2' 10'-11" RATING: 65 9'-5' 10'-1' DETERMINE: 66 1o'-10' 10'-10' 11'-1" 11'-11' 65 10'-10" 10'-f O' Lt+- Mo.SPAN FOR WALL MOUNTING INSTALLATIONS. 76 EN-771-11" fO'-8' 10'-9" tt'-5' 70 i0'-6" IW-8" 70 8'-9' 9-41 L2+. MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' IV-4' 11'-f" 75 10'-1" f0'-1" 75 $'-9" t't eXCEPT THAT MAAMUM SHUTTER INSTALLATIONS, 8p 9'-t0` 10'-O' t0'-0` 80 9'-10" 9'-10' SPAN"L+•OR 1=AND MAXIMUM ASA,DE51NG FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE 85 9'-6" 9'-9' f0'-F 85 9'-6" 9'-8" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 B'-3' 8'-5' 10'-i' 80 9'-3' 9'-3 OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS., DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING U-- MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. 95 8'-9" W-2' W-f0" 95 9'-D' 8'-9' LIMITED TO +34,-72 P.O.f.AND 8'-O" SPAN, SEE U2 MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 $'-4• 9'-0• 9'-7` 100 $'-9' 8'-C MOUNTING(DON SHEET 7. INSTALLATIONS. 105 8'-9' 9'-4' 105 $'-T 7'-19" 110 8'- 7'-7' 8'-7" 9'-2" 110 8'-4• 7'-7' FlNAL M BETWEEN ALLOWABLE SPAN 15 EQUAL THE * 4" 115 $'-2' 7'-3' 8'-4' 8'-11' 115 8'-2' 7'-3' SEPARATION TO GLASS SCHEDULE MINIMUM DETVNEt]v °L}+; 'L2+". 'W-'AND'L2L 120 $'-0' 8'-f t' $'-2' 120 8'-0" 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-1O' 6'-8' 8'-0' $'-5' 125 71-10, ALLOWABLE SPAN AND NEGATIVE AS.O. DESIGN 130 7'-8' W-5" 7-10' 8'-1" 130 7`-8' 8'-5" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR MINIMUM SPACING, 135 V-7" 6'-2` 7'-9' 7'-9' 135 7'-7` W-2" SEPARATION 140 T-5" 5'-11" 7'-7" 7'-6' 140 7"-5' S'-I1• ASTM E-1996 TO GLASS 145 7'-3" W-9' r-5' 7'-3' 145 7'-3" 5'-9" 1150 7'-2" 5'-7' V-4' 7'-0` 150 r-2" 5'-7" 155 7'-0' V-5' 7'-2" 6'-9• 155 T-0• 5'-5' 1 THRU 3 1" 160 $'-t1' 5'-2" 7--1' W-7° 160 8'-II' W-2" 165 B'-10' S'-1' T-0' 6'-4• 165 170 61-9' 4'-11" 6'-11" 6'-2' 170 6'-9" 4'-11' 175 6'-7- 4'-B` 6'-9` 7-0' 175 6'-7' 4'-9- 180 6'-6' 4'-81 V-8' V-10" ISO 6'-6' 4'-$" H Y BLADE 185 6'-5 4'-6' e'-T 5'-6' 185 6'-5' 4'-6" a-5' 6'-6' S'-6' 190 1 6'-4' 4'-5" 195 5'^3' 4'-3" W-8- 5 ' 195 200 6'-2' 4•-2' T-4' 5__3` it 200 6"-2' 4'-2' 205 W-t• 4'-1" 6'-3• 1 5'-1• 205 6'-t• ,v '% FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone' •,.•••••••.,, Y 02017 TILTECO,INC. 192017 EASTERN METAL SUPPLY, INC. 7 ": -57, ■SnSwA■ BERTHA TM A Accordion Shutter System *+ H.v La.ADE�1 w/OR w/o H,v.NANDOdV BI.dQE -Ct TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems R O[3CRiFTIOti OAiE ORA4tJ 0v;MLO V, a, Association, Inc. 1 oLD i5-oes >/27/1 w1E. 07 v n 44 6335 1CM 36th.St.,SSS.305,WRW[ G4A001%nX OA 331 R� 4268 Westroods Drive 2 Fh4ne:(305)671-1530.0 :(305)871-1331 DRAWING No rr11'•..•,,,,.•''rr�\ 11 o-mmU 0000onnt.cwn West Palm Beach, FL 33407 3 17-107 �J , R A.TIL6719 4I ,t� WALTER A TLLR 4r.67 5 SHEANAL ,,, FLOPoOA Uc./441671p'E" . 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1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX.(Min,re 3 b;) 0AIANCHORS SPACIN•IEMn - 1/4'o x 3/4'ALL POINTS SOUo-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.1'e r 3 ImQ (R) OI MGtt SURE LTC 'OLdGIv f G Pii6SUPZ ILITNS SD,OE9LN PATAD PO - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f c - 2 k01) TAPCON OR 30 40 fA 75 90 120 100 203 30 40160 75 0011201160 205 30 140160 75 90 120 100 205 TAPCOM WITH ADVANCED - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY fs f2 to 0 8 0 e 5. 14 12 10 9 e 8 0 6 14 1 10 9 0 a e 0 iHREADfORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC 3'-0° 14 12 t0 9 B B 8 6 f4 12 f0 9 B 8 6 6 14 12 10 9 0 B 6 e (Min.re-3 k4J) ALL PGOTS SOUD-SET OR(ES6 I4 12 10 0 B B 0 B 14 12 f0 B 8 8 0 6 f4 12 f0 g 0 B 6 S gL TAP W CAP NOTES: 14 12 10 B 0 B 0 7 14 12 10 9 8 B 0 6 14 12 f0 g 0 0 0 8 / A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORU TECHNOLOGY ANCHORS AND TAPPER+ f4 12 10 9 B 7 .5 J.5 14 12 10 9 0 8 B e 14 12 10 9 B 6 6 5 TAPPER+ ANCHORS 1S 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 I/2'. 14 1} t0 9 0 e 0 6 14 12 10 9 a a 6 6 14 12 t0 9 0 B 6 5S I 4 12 /0 0 0 8 0 s 14 12 10 9 8 B 6 45 14 12 fD 9 0 6 4 J4 0.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLO-SET APIC14ORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 2 10 9 0 8 8 4.5 14 12 10 9 8 8 6 5s 14 12 10 9 6 8 . 44 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1 2 LONG MINIMUM SHOULD STUCCO 14 1'A IO 9 7.9 0.5 6 - 14 12 10 9 B a a 5 14 12 10 9 8 7 GS i •5EE Aann6 1 E USE PoR /' �EfA1J(�aR-S7 ip EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1{ 12 10 8 6 0 8 6 IOL f2 f0 9 6 8 0 Ss 14 12 IO 9 B 0 Fr-45 14 12 10 9 9 7 4 - t4 12 10 9 8 BS 5 J.5 i< 12 10 8 8.S 5 3S J A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 74 4.5 - 14 12 10 0 8 B 6 4.5 14 12 10 9 6 6 4.5 .7S ANCHORS SHALL BE LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON f4 12 0.9 .5 . 4,6 - - 14 12 10 9 e 7s 35 4 14 12 10 9 8 6 4.5 J5 NOTES A.I)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR FJFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 14 12 10 9 B 0 6 --114 12 10 9 8 6 6 S 14 12 10 9 e 65 S 33INSTALLATION INTO EFS WITH METAL STUDS SEE SWEET 20, 14 12 10 9 75 Ss J - 14 12 10 8S 7 5.5 4 3 l4 12 8 6.5 55 ♦ 3 I{ t2 f0 9 8 8 - - 14 12 10 9 6 05 S 75 14 12 10 111551-0- S 4 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) t4 T 0 es 0.5 - - 14 12 f0 9 8 9S 4,5 3S 14 12 10 0 7 S 3.S 3 - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORIA TECHNOLOGY ANCHORS,AS MANUFACTURED B'Y I.T.W.BUIIDIX. 7,-0. 14 f2 10 0 0 0 - - 14 12 f0 9 0 7 5 4 t4 12 10 9 7.5 5: 4 3 - 1/4'0 x 3/4'ALL POINTS SCUD-SET ANCHORS,.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 10 8 65 4 - - 14 12 9 7s 6 44 3.5 - 14 104 7 54 45 3.5 - - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. i4 t2 10 8.3 7 4 - - 14 12 f0 9 7.5 S.S 4 - 14 12 9 7 7s 4.S - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,OIC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECW.TY_ 14 I1 7 b5 4.5 - - - f4 12 10 9 i- S.5 4 - 14 12 9 7 6 14 J - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORJZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0. 14 I2 10 9 8 6.6 - - 14 12 10 9 0 B 4 - f4 12 f0. 6 65 5 J.5 - NOTES: 14 1 0.S 7 S5 J - - 14 f2 6 65 55 4 3 - ZS 9.5 6 5 4 J - - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 F 74 0 - - - 14 12 95 0 0s S - - 14 12 6 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1', / t 0 9,9 5 3,5 - _ - 14 12 10 a 0.5 5 - I4 12 6 T43 4 14 2 10 9 8 - - - 14 12 10 9 7.514.51- - 14 12 84 4 D° l4 115 75 B 4 - - - 14 11 7 54 5 JS - - t1 IT Ss - 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUIO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EMBCOMET INTO STUCCO SHALL BE PERMITTED, 1/4.6-20 SS,MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 0 84 4,5 - - 14 12 84 7 6.5 4 - - 14 10s 7 4,-5r--- - EXIST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. t_b 0.6 65 / - - - - 14 12 9 7 6 4S - - 14 I1 7 AS 3S I4 12 10 9 7.5 - - - 14 f2 10 B &5 5 - - 14 12 a I - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR• 14 105 1 5 3.5 - - 13 9.5 85 5 4 3 - - f0 7.3 S - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BENNE SND WALL FINISHES.ANCHORAGE SHALL BE AS INOICATEO O7J14 /1 7,5 5.S - - - - 14 /f.59 6 5 4 - - 25 9S 6 4 - - NOTES 0.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS VAT14 OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 105 0 5 - - - - 1412 6 W 54 4 - - 13 10 63 5 4 J - - FOR INSTALLATION INTO OFS WITH METAL STLIDS SEE SHEET 20. 14 12 t0 - - - - 14 12 9 7 -r 45 - - 14 10.5 7 SS 4s.3-5 - 12,9 -1 -7- - - - - 12 9 0 4.5 4 3 - - 9 7 45 3.5 3 - - - (C) ANCHORS SHALT.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. I4 10 7 - 14 10.6 7 5.6 4.0 - - II.S 04 GS 75 ,75 9,9 7 4.9 - - - - 14 115 7.5 6 5 - - - 12 9 6 4,5 4 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(C.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0 f4 12 10 - - - - f4 12 B10.515.6 - - - IS IO 83 6 4 - - SPACING crucnw c cne urun D• DISTANC VERSUS 1e x. 115 4 as - - - If 9 AS 4 3.5 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE O:STANCES INDICATED GROH,FOR E O.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13 95 a - - - - - 13 95 6.8 5 4 - - - OS 8 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 es - - - - 14 105 7 65 4.5 - - - 11 8.5 55 4.5 3.5 - - - REDUCED SPACING OBTMNED USING FACTOR SHALL NOT BE LESS THAN MIMMUM SPACING tNOICATM FOR EACH ANCHOR TYPE. 13'-0' 14 12 - - - - - 14 11.4 7.S 6 S - - - 12 9 0 44 4 - - - FACTOR o.G - 10 7.5 5 4 3 - - - 75 SS 4 3 - ACTS- TAPCON WITH ADYANCm TAPPER + 125 e4 - - - - - t2 s s 45 4 - - - 9.5 7 S 4 - - - _ EDGE TAPCON THREADFORM TECHNOLOGI' �'POINT SOLID SET BLUE TAP W/CAP e.9 s - - - - 05 7.5 S 4 1 DICTANCE MIN.SPACING 14'-0- I4 12 - _ - - - 14 105 7 0S - - - - it 8.5 5S 4. - - - - E.D. MIN.SPACING-3' MIN.SPACING-3- MIN.SPACING-3 1/2' MIN.SPACING-J' 3 3/4- 4- IO -f.-3 - - - - - - 9 7 a.5 3.5 - - - - 7 S JS J - - - - D W POURED CONCRETE& pp}� 03t17rETE 9DLX POURED CONCR & P URE_CONCRETE& 17 0 - - - - - 11 B 5.5 4.5 - - - - 9 0.5 4S - - - - - NCRETE BLOCK CONCRETE BLOCK HV I CONCRETE ETE BLOCK LN.CO.Eo•J I/2•MIL E0..2 1 Pam 00110MIE DRNO$TE 803: 4 - u B 6 - 9S 7 4S 3 /}" 1OL M-3 I MN.E0..Y LM ED.-3 1/r VA Co..21/2 14 - - - - - 1J. 10 6.6 - - - - - 104 6 s - - - - - BLADE WORKING 3• Lo 0.90 1.0 0.78 1.0 0.B{ tD o - - - - - 6.5 6.5 4 - - - - - 64 5 J - - - - - IN UNISON ♦ 2 1/2- - 0.81 1.0 - - 0.87 1.0 10 - - - - - 10.5 8 5 - - - - - 8.5 8 4 - - - - _ 2- - 0.71 OSt Its 8S Ss - - - - - 9 &5 4S - - - 15'-0- 4 - - - - - - 12,5 9.5 6 _ _ _ t0 7.3 S _ _ _ _ _ 1 3/4' - 0.91 - - - 0.43 0 - - - 6 8 4 _ _ _ _ 5 4S J _ _ _ _ _ 1 1/2' 0.35 - - _ _ 0.35 9.511' ' - - - _ _ 6 6 1 41- - f -p FLORIDA BUILDING CODE{ on Nigh VelocityHurricane Zone' yyyyyll ��., ••••/�(AiP= 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. /Vs�••C. �� O S S A B - A� ,, a Accordion Shutter System �}r o 1LIECOTNc. ■ ■ ■ ■ Y • 3 H.v. B(.wE#) w/OR w/o H.v 4NNDOW MADE ` TILLIT TESTING & ENGINEERING COMPANY American Shuffer Systems Irv.tit DESCRIPTION DATE DRAWN BY: I.C. d' �� •' O�� 7E OA �: ' 6355 N.W.36M,.SL,sr.305.%IRW"GMOLhS,acTaw 3316Associaffon, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 Ph-:(305)871-1530.Fos:(305)871-1531 4268 Westrocds Drive 2 A.A.•\ac��t44y o-T°ESW00067191.cam West Polm Beoch, FL 33407 3 D ''NG No 107 O� IYv 11I WALTER A BLLIT Jr.P.E. < P.E. 55!11G}'1{i9E/DATE FLORIDA Uc./44167 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR$ SPACING (in) SCHEDULE FOR A GIvrnr ueY cullrrEa Saes A.5.0 DESIGN NEGATNE PRESSURE ATIN ANDA CORRESPONDING MOUNTIN TYPEFOR ON RETE OR CON ETF B O INSTALLATIONS (SEE u0UN11NGS I,J.K&L ON SHEET 7) POURED CONCRETE POURED CONCRETE OONCFiETE BLOCK I 11-orR s t TRENEN ANCHORS SPACING LEnPND WW 140UtOINJO RAINGVARO MOUNTING KO WALL/FLOOR MCU NO ©WALL/WALK OVER MOUNTING SPAN .0,DIM=NEW X PO E'=FAV4 50.DW4&MYNE PRIMM RMM(plf ALSD.9L O NEGATK Pr=5 T P.ATNO OSSA!NMIX Fr359JAC RATd4:(YJ TAPCON OR (� TAPCON WITH ADVANCED 30 {0 rA 7S 90 11201160 20,530 40 60 75 90 120 760 205 30 40 60 75 90 120 160 205 JO 10 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 1019 8 8 8 0139 12 12 12 12 111.518Z 63 7 7 7 7 7 7 7 51, S 5 S S 5 S S 5 ALL POINTS SOLID-SET 3'-0' 11 12 t0 0 8 8 a 0 t2 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 R LESS 14 f2 10 9 8 8 6 a 12 12 12 12 0$ e 0 4$ 7 7 7 7 7 7 7 6S 5 6 5 5 5 5 S 5 BLUE TAP f1 12 f0 0 e 0 tl c f7 t2 Ix f2 11 f0 7.5 6 7 7 7 7 7 7 7 7 3 5 s S S s S S TAPPER+ 11 12 10 9 8 B a 6 12 12 12 12 13 8b 93 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 s 4'-0. 14 22 10 9 8 8 8 0 i2 12 12 12 12 93 7 g.3 J 7 7 7 7 7 7 7 S 5 g 5 5 5 14 12 10 0 a 0 0 0 f i 12 12 9$ e e 4.5 3,5 7 7 7 7 7 7 6.5 3 5 S 5 5 a 5 3 S 14 12 10 9 0 8 9 0 12 12 12 12 10 7.s 5.5 4 7 7 7 7 7 7 7 5.5 S 5 5 S 5 S S S 14 12 10 9 s e 6 0 t2 i2 11 Ti- 9 7 9 4 7 7 7 7 7. i5 4 3 5 5 S 5 5 5 4 3 I4 12 10 0 8 0 0 6 12 12 12 12 10 7$ 53 4 7 7 7 7 7 7 7 7 5 5 5 5 5 S S S 14 12 10 9 8 8 8 6 12 12 9$ 7,5 9 4S J$ - 7 7 7 7 7 7 5 3.5 5 5 S 5 5 5 5 4 u 12 10 a e e D a +2 n rx 9s tl 6 Ls - 7 7 7 7 7 7 s$ 4 s s s s 5 s s 4 SEE ANCHOR 14 12 10 9 8 0 6 6 12 12 0 1S 0 17.5 5$ 4 S 17 1 7 1 7 7 7 4.5 33 - 15 5 S 9 5 t$ 3$ - SPECIFlCATIONS 14 f2 f0 9 0 6 0 8 12 12 12 f0 0 8 4S 7 7 7 7 7 7 7 5 5 3 0 5 S 5 5 ON SHEET 13 11-4-M-f0 0 6 8 6 6 12 12 8 0 5 4 3 - 7 7 7 7 7 S.5 4 S 5 S 5 S S 4 3 f1 t2 IO 9 0 8 a 0 12 12 10 0 Ob 5 .75 - 7 7 7 7 7 8 43 - S S S 5 5 5 a$ 14 12 10 0 tl 8 0 6 12 12 110 a 6.5 S J.5 - 7 7 7 6S 5.5 4 5 S S 5 5 4 J 7._O. 14 12 10 9 8 8 8 6 12 t2 12 0.5 7 S a 3 7 7 7 7 7 7 7 6 5 6 S 5 s S S 5 14 12 f 0 9 8 a 0 6 I2 IO 6.5 5 4.5 3 - - 7 7 7 7 63 S 3 S S 3 3 S S J.3 3 14 t2 10 9 8 0 6 9 12 I2 e.5 7 53 4 - - 7 7 7 7 7 5 - - s 5 s s L5 s 4 - 0 VALID ONLY FOR UP TO +70, -75 14 1 12 10 9 a 8 6 - 12 12 a.5 7 .5 4 J - 7 7 7 5$ 43 3 - - 5 5 5 5 4$ J$ - - PSF A.S.D DESIGN PRESSURE 8'-0' t4 12 1O s e e 0 - 12 1z o$zs 6 4.5 3s - 7 7 7 7 7 7 7 4 5 5 5 s 5 5 s s RATING & FOR SPANS PER l4 12 10 0 8 0 8 - 12 9 a 4$ a S - - 7 7 7 7 5.3 a - - 5 5 5 5 5 4 3 - 14 12 10 9 8 8 6 - 17. n za 6 5 .75 - - 7 7 7 7$ 6 43 - s 5 5 s 5 4$ - SCHEDULE #3, SHEET 11 t4 12 10 9 a 0 - - 12 1.5 7$ 0 S 3.5 - - 7 7 6.5 5 4 5 s s 9 4 S B,-0. 14 12 10 9 9 0 - - 12 12 0S 6$ 5S 1 J - 7 7 7 7 7 7 8 3 5 5 5 5 S 5 5 S If 12 f0 SF 9 8 - - 03 6 3 4 3.5 - - - 7 7 7 6 S 3S - S 5 S 5 S 4 1 14 1x 10 9 8 8 - •• 12 f0 6S 5 43 7 7 7 6.5 53 - J- 5 14 12 10 9 8 8 - - 12 0$ 7 5.5 {,S JS - 7 7 S.S 4.5 33 - S 5 4.5 7.510'-0' 1�12 f0 0 8 0 - 12 fi B$ 8 5 3$ - - 7 7 7 7 7 7 5 S S 3 5 S s3f4 12 f0 9 8 8 - 9$ 4.6 33 J - 7 7 7 SS 435 5 $ J514 1 10 9 8 8 - - 12 9 6 54 - 7 7 7 6 5 S 5 4b 14 I2 10 9 8 6 - - 12 93 a 5 4 3 - 7 7 5 4 J - 5 S 4 JS - - - 11.-0.14 I2 10 9 8 8 - - 12 10 7 5$ 1,5 J_5 - - 7 7 7 7 7 7 5 5 5 5 5 5 4{ ,2 ,9 9 6 a - _ 83 a3 4 3,5 3 - _ _ 776 5 4 _ 5 5 5 4 ) - - HV BLADE ONLY 14 12 t0 0 8 8 - - II 8 5$ 4 - - - - 7 7 7 5$ 4- - 5 S 5 1.5 - - II 12 10 0 tl - - - 1S 8$ 5.5 4.5 33 - - - 7 7 4.5 J.5 - - S 43 J.5 3 - - 12'-O' 1112 10 9 8 - - 12 9.5 0.5 5 4 3 - - 7 7 7 7 7 6 S 5 5 S 5 43 J.S 14 12 f0 9 8 - - - 8 8 ♦ 3 - - - - 7 7 SS 4$ J3 - 5 5 4S 4 31{ 12 10 9 8 - - - 10 7,55 4 - 7 7 85 S 5 5 4 14 12 10 0 8 - - - 0$ 0 6 { S3 - 7 03 4.3 3.5 - 5 43 3.5 3 13'•-0"t412 10 9 8 - - 1$8.5 6 43 JS 3 - - 7 7 7 7 7 4.5 - - 9 S 5 5 5 5 45 5.5 14 12 10 9 0 - - 7 5$115 3 - - - - 7 7 S 4 3 5 5 5 4 J 14 Ix 10 9 8 - 9 J 4.5 .75 - 7 7 5.5 4,5 - - - _ S 5 S 4S -Z- a _ - W12 0755 { S 7 B { J - - - 5 5 {14'-W9 - - - - Ob 8 55 4 33 - - - 7 7 7 7 7 4 - - 5 9 5 9 - - - - 6$ 5 J - - - - - 7 7 3 33 - S 3 50 - - - 8.5 8$ 1 - - - 7 7 5 4 - _ - 5 5 9 4 - - - f4 12 f0 - - - - 9 7 4b S3 y - - _ 7 5.5 3.S - - - _ - S 5 3.S J - - - - 1$'-0' 14 12 10 - - - - 10 7.5 S 4 J - - - 7 7 7 7 7 ].5 - - S 5 5 s 5 S 4 3 14 12 10 - - - - 6 4. S - - 7 7 4.6 3 5 5 4.5 33 - 14 12 10 - - - - - 8 6 4 - _ _ _ - 7 7 5 - - - 9 5 5 - 14 12 10 - - - - 8.5 0.5 4 3S - - 7 3.5 JS - - _ _ - 5 5 3.5 11 12 111 10,5 7 43 33 J - - - 7 7 7 1 7 0 1 3 1- - 1 5T 5 5 5 5 4.5 J3 I -f2 10A-7-01 $ 4 5 5 15 4 7.S 5,g 75 - - - - = 7 87, / y - - - - 5 5 1$ - - _ - -Z-j FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone• 1 ttLt�Y\',,.• ••.,,• 02017 TO.TECO,INC. 92017 EASTERN METAL SUPPLY,INC. �kceNs�;', �+ BERTHA VTM L E C O N�. A.S■a7.M■ Accordion Shutter System ;Wd T KV. BLADE#1 W/OR W/0 KV.WN00W BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems w.H oE5c9ronsN DATE 0""BY: LM O•' ./ �.' 6]55 N.W.]6•.h.9..Ste.Jos,VJiQtAA a.10011M FLOR0A 3T Association, Inc. , OLD 15-086 7/27/1 GATE: 07/27/17 Phone:(305)071-1530.N.:(305)871-1551 4268 Westroods Drive 2 tt a-man:t9toCo47ool_ DRAWING No "ss..NA..ENC'��r'+t1 �-0096719 West Palm Beach, FL 33407 3 -2 X11 WALTER A.7ILLIT Jr.P.E. 4 17-10 / P.E. Sf`A SrMA%RE/DATE FLORIDA L"'9 46167 5 SHEET 6 14 OP 20 MAXIMUM A.S& DESIGN PRESSURE RATING (jLW�SND CORRESPONDING MA IMUM ANCHOR -SPACING.,CI 41n) SCH DU! FO€�A ^rc I X/�SHUTTER PAN NEGATIVE A$,D pESION PRESSURE RATING AND A CORRESPONDING MOUNBNQ TYPE. (SEE MOUNTING$ON SHEETS 16&17). LJ B =--T k AT t SOUIMER14 PINE No. SPRUCE PINE SPRUCE INL SOVTHERN PINE No. 2 Vl/ MIN. G-0.55• SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH t/2" MIN, COX 2QW MIN.RG 0,5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0,50 W/ MIN, G=0.43 W/ MIN, G-0.36 PLYWOOD Mi,}! ¢ ¢ W/ MIN, G=0.43 W MIN. Gm0.36 unmol 0 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS 8.0. WALL MOUNT NGS M. N. 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS P G S&V S&Y S&Y W& x W&X W& x M=NMs4 FM9 B16C M TSTA K9L.£NIi7FE fate(h)33.tC4X M E RfSii fA1G{Cl] UEW�I RDCd Rii'JE PR.G fyd} R98 N7A7S NIStif fStS f}� Sa tts'O�F4S)C'd tAS'kI&74 !) tL�f RzCF0MaEM(Aa=DtE071 N0.3'.P,gSi•Z IMO M tfIDi tEOP;E f95"(f FRw;L tSO.)£St lig3lL RitJFlAtldfy} 30 40 00 75 90 65 30 40 60 75 90 OS 30 40 60175190 05 30 40 60 75 190 OS 30 40 GO)5 90 05 30 40 60 75 90 05 30 40 160175 90 OS JO 40 160175 90 03 JO 40 60 75 90 1105 130 40 GO 75 90 OS -0.OR tE5 i2[107.5 [7. 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EACH SECTIOrl ON SHEETS 14 N 17. -SPRUCE PULE FIR NORTH W/G-0.43(NA.S.) ExcvocN:SEE NOTE 2 8ELDN. -SPRUCE PINE RR SOUTH W/G-0.36(mo.5.) :SPRUCE 1/2-COX PLYWOOD(1980 APA) 2.ANCHORS TO HOLLOW CELING SNAG,BE AS PER MOUNTING TYPE%SHEET 17 AND SHALT.CONSIST OF LAO SCREWS AS PER NDS 20 iS SPECInCATUONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECUICAIIONS OF THE ANCHOR'S MANUFACTURER. ,�1FFAAA"""�•.,,. FLORIDA BUILDING COOE(Non High Velocity Hurricane Zane' YYY11_�p�. .., �� 02017 TILTECO,INC. �2017 EASTERN METAL SUAPLY, INC. �icF�vs �w BERTHA HVTM n Shutter 1 L ECO imp. A.S.S.A■ KV. BLADE#1 W/ORR V// 0 KV.WNDG�W RADE ' '* TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.w DESCRIPTION DATE QRAxN Dr. I»C. A lr Association, Inc. t OLD is-085 )!z)JI GTE: 0)/27/t7 Y 6355 N.W'.36th.St.Sts.JCS.MaA4 GARVENS.FLOACA 3314 c a 4268 Westroads Drive 2 . •.;{gr...... C YY P^one:(3O5)B71-IS:O.Fo.:(305)s7f-t53t DR17-107Yc ff }y nit!�� "4_YI a-mal:t8tceo0aoLoom West Palm Beach, FL 33407 3 WALTER A,TRLRIJr.P.E. 4 "I FLORIDA Uc.1 44167 S SHEET P.E. SF�CCf3iPfi2K(UREfDATE B i5 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M WV & A NV♦ BLADES kAS APPLICABLE S UTT A L+ 0 — FOR IkICTAII ATft%kfS TO WO I NLADE O Y SN WALL,FIMSH LIMITEDBE TO 10S.0-psif, A.S.D.-DESIGN PRESSURg RATING, E S SP �) 1/4'0 TAPCON CR A.S.D.-DESIGN PRESSUREG FOR ( T DEQ)& 1A) WORKING INANISOR TAPCON WITH ADVANCED c-� THREAOFORM TEC1414OLOV + . IT 4"0TAPCON OR I W/t 1 Y PENETRATION ,. j TAPCON WITH ADVANCED THREADFORM TECHNOLOGY Of TN,,9O M;n.AREA TO wf t 1f2"Min.➢EtiETRATION OF THREADED AREA TO EXISTING t WL SEP, 7 ,1 IA .y Ex1SAtk)WOOD HFJIDER. I I WOOp HEADER.(5EE 5CNEOULf ON SHEET IS) I TO GASS{TEE I OR I r (SEE SCHEDULE ON SHEET 15) \ (' t 1/4'0-200(4'S,S.MACHINE SO4DAE ON SNFET J,,, OREWS W/1/4'-20 HUTS 11 FOR SLAOE$}AFA T tx'+ \ / \ {v 12"O.C. ON SME1'IDFOR EXGlASS E H1LiSt)1&Q�ij I t OR �i F FINISH I{ IU,rwN IS � FINISH � EXISTING Mitt. ( ' One HEADER EA*X4'WOOD OUIRED --OOR 1�� EXISTING tdtN. / '•� I :%:i 2"x4'WCOD I y r}y 1 ,}y '; 1 4 o TAPCON OR TAPCOH LNITH ADVANCED 6 HEt�a"fi REWRED ++ t } .{ �THREAOFORM TECHNOLOGY Vl/1 1/2' exismN6 B kft SEPARATION ( I I l: I 1 1 .1 l I `N N1n,PENETRATION OF THREADED AREA TO GLASS-1 10(iA.,J( E } MO7,SEPARnTiON To GiA55 .� ij } EX67ttdG W040 HEADER, SDT21 tE at TEES EXISTING ( CHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEET 15) 11 FOR ((}AND 1 1 a7 ,B FiTR GLASS"-( L Ai--}I �1;k}; S 2'x4'CONT.SILL SLAVES{D _ PLATE RCO'D. &W-WALL HEADER INSTALLA11014 @HV WALL SILL—INS—TA T10 M HV WALL HEADER J,�STALIXION T 1 I I NLN.SEPARATION TO CLASS HAI,SEPARATION 70 GLASS �'-'""'(SEE SCHEDULE ON SHEET t 1} EXIST NG 1 EXT51tN0 �T�'—{SEE SCHEDULE ON SHEET 1t} 2514''CANT. MIN.SEPARATION TO GLASS I 7 GLA:5 W000 PLATE( SCHEDULE ON SHEET tt) - WOOD. F t J4'o-2Ox3/s'S.S. 'v RED 1/4'0-20x(/4'S.S. \ ( USING 1/4"-20SNUTS I I f I i MACHINE SCREWS Wf ) E"AN 1 s 12'O.C, :•SY,,:,rjf:e,y; WALL '++ ! �.,�. D.C.C'-20 NUTS O 12" MI tiu... aAM w+r FINISH / OR)8 .� OR IH I 1 C+T 16 CONT. WOOD •J,] WOOD PLATE REO`D. � ' � -t'Min, `�" A� i 1THRE40FORIA TOEC14NOLocY W/1 DVANCED 1/2- T T V I LTJ j1, I �2>'e'CONr. Min.INO WOOD H AD THREADED NRFA TO If4'e TAPCON 09 TAPCON WnH ADVANCED t� 1 '} 1 y }/ r.•-SILL PLATE I pOSTQ1C WOOD HEADER, ` TNREADFORM TECHNOLOGY W/1/2' -I -1•-.' t/d'c TAPITHCON OR ESHMT �REO'0. (SEE SCHEDULE ON SHEET 15) '� TAPCON 557TH ADVANCED 4 FOR TYPICAL t I1I M(n.PENETRATION OF THREADED AREA INTO PLWl000 I THREADfORM TECHNOLOGY EMBLY. � } 1 WALL FIMSH l4 � Il yµ f2'LLIN.CD1(SEE SCHEDULE ON SHEET 15) EXIST}NO M7N.2`x4' PLYY700D REO`D. W/ 1/2'Min,PENETRATION OFECTIONS CAN BE t/2'IAN.C0X PLYYf000 REQ"0. STUDS O te'O.C.MNL, FtPI� THREADED AREA INTO PLYWOODJ ANY WAY TO �RM'D,PLYWOOD TO eE (SEE SCHEDULE ON SHEET 15) STALLATION. \:/HV WALL SIL..INSTALIXION STING MIN,2'x4'STUDS 0 18'O.C.MAX.KWO. ATTACHED TO STUDS IN PLYWOOD TOBE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. f.B.C.SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE i=-N SILL I �1AL eTION F.B.c. J+�� BLADE FLORIDA BUILD111 CODE(Non Hi h Velocity Hurr(cons Zone IIsy 02017 EASTERN METAL SUPPLY, INC. 1EI1J"•'r�`` 7!/i f� 02017 T4.TEG0,INC. BERTHA HVTM TUE �+A A S S A Accordion Shutter System *: 1 v v I N e. ■ ■ ■ ■ H.V. RADE#1 W1 OR W/0 ALV.WINDOW BLADE '� T TICCIT TESTING'k ENGINEERING COMPANY American Shaffer Systems .N DESCRIPTION DATE GRANT+By, C TL `�"; Assoclatlon, Inc. I OLD 15-085 727 I OATS 07/27/17 83E5 N.V.36M SL.Ste.10%VIRGINIA G1ADDi5.FLCREH 13,E Penne o(305)871-1520.Fa.:(305)871-1531 4268 Westroods drive 2 DRAWING No (� \ e-man:t1tecoOaol.cwn West Palm Beach, FL 33407 3 ^ :,�•'`)•. RIDP,er.•'�Y�,S ED—ONS719 4 07 •��r� v\�` a WALTER 0.TLLLR.n.67 7 P. I. GAJ BATE FLORIDAia. M A 187 5 SHEET tt a _AA OF_ 2O' 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR T HV & 64 HVT BLADES AS APPLICABLE M . SHUTTER S + O — FOR LLAT O S INTO WOOD WITH V 1 O WALL FINISH SHALL RE-LIMITE TO 105.0 psf. .S.12DESIGN SSU E RATI NG SEE SHEET 19 FOR X 'I- T 'C N WITH OR Wp00 BEAM REOUIREd. t / Ep-- £O�O 2`Mw— 'I- SPAN DESIGN RINSTALLATION/WITH BLA & R I U ✓. q"+ iAFCON VAIN ADVANCED Wx8`{ErinM REQEXIUIRE -'�•�t _ EDGE PF APPLICABLE) s THREADFORM TECHNOLOGY STRUCTURAL AAEOUACY / �^-•-•--^— V!/! t//��'M;n.PENETRATION i/4 c-20x3/4'S.S. OF EXISTING WOOD sE+UA ,'/ ./ / I .Fr OF THREADED AREA TO 1+ F I"L➢5 TRUSS HEAD TO BE CERTIFIED f7f // E)ISTINC WOOD HEADER. 1 f !`-'"- —� EXISTING WOOD L / Min. MACHRLE 520 NU ARCHITECT PRIOR TO OR _ (SEE SCHEDULE ON SHEET i5) W/t/�`-20 NUTS ARCHITECT PR OR TO EO- -EO TRUSSES OR RAFTER 0 ED O 12'O.C. SHUTTER INSTALLATION. /j' ! 1fz• 1fa' o mRm 1f<D TAPCON GR t EXISTING SOFFIT YAPCFAOO ✓f ,w r �/ I i I ` .257' THRFORIA TECHNOLOGY 3 J/a'Max.THK. N WITH ADVANCED Il Nom` nR (1 Max, W/1 1/2"Min.PENETRATION EC+' ✓i 1 sl4xsf< 0• E0, G4*.i/8•ALLOY}W/M,TUBE OF THREADED AREA To �' I / �I/ a+ \ !\-OPTIONAL EXISTING WOOD HEADER // j fD 8S O.C. �.•�-O J)5/16"8 CAO SCREWS TO f t (SEE SCHEDULE ON SHEET 15) i !J Or 1� Or t 11 RAFTER OR TRUSS. I LOCATE CAG SCREWS AT I ) MIOWIDTN OF EXISTING W0a0 EXISTING UII 2'x4" 1 I MEMBER,((2'Min,NOMINAL ExIsnNG-'4 HEADER RW'D = OPEN HOLE A7 EACH WlDTN)W/2`Min. CLASS t' MIN,SEPARATION TO GLASS EXISTING STUD TO ACCEPT (,j PENETRATTI�ON OF THREADED t (SEE SCHEDULE ON SHEET 11) G I 5/1G'D LA4 SCREW f'( ' AREA VALID FOR LASS----i AT CENTER OF TUSE. I((1'�'I INSTALihnONS WITH 72Psf Mn�PAF/1Xx1 I MAX.A.S.D.DESIGN LOAD AND SIV WALL E�DIrR INSTAL�.AT10N 1 a m ( ExsTNc I Mil�AeArxl� n INSTA9'-0MAX.SPAN.THIS GtASs— m a.Ass tsrx ur)R WOOD 15 N. vAUD 1t raa DIAD[ AIA /� r I'FM at A�42f FOR WOOD W/MIN.SPECIFIC I ON 9aa to WOR ,Taigry-a CRANTY OF 0.50 AS DOUGLAS SEE SNCET<AOR 1YFI0AL SHUTTER ASSDABLY � �&� I uAnCSOaQ A@OR®� FIR OR OR SOUTHERN PINE Na,1, 2-Mauum+G sEclwus DAN DE Ookw= TT CEILING INSTALLATION u Atrr WAY Ta sDIT Aur DrSTALLATION. U VCE ING INSEPARATION ST LA 0 AAs t dR II MIN. I 1EsH' DUTSEETiEXs� EX wLuMISCHELE SEPARATION TO 1} \ cHEDUE tI I 1 + I ON SHEET 11) ! t I UjGTIION 1 1 Exlsnuc I FINIS 5.. S"7 I 1 1 J<" 1 — 3/B uIN. �t0x3 4'HEX Off'- t (I t 2"x8`MIN,WOOC •.` n/J Max. ®`V J/e °mt, —WASHER HEAD TEX I DECK REWIRED i 3 O; 2"x5"MIN.WOOD 4 SCREWS® 12'o.G (Na flytsit DECK REQUIRED(NO .. -- ��_ ALLOWED} '✓ l"s f ! I FINISH ALLOWED) EDGE :�..,..--- -'�-,,=_� 19 EDGE LI DECK s--- .� •^• EDGE LI DECK IF APPLICABLE DECK APPLI IF BLL --��,..,.---.- IF APPLICABLE 1/4'11-20x344'SS, /4'e TAP IT OR t• PHIUIPS TRUSS HEAD a'-MN. ! k1 _ TAPCON WIT ADVANCEO IAn' MACHINE SCREWS 1/4'0 TAPCON OR TAPCflN WITH ADVANCED t 2'xd`CONT, ( THREADFORM TECHNOLOGY V! 1/4--20 NUTS THREADFORM TECHNOLOGY W/1 1/2'tdn. 2'MIN,— ✓ i SU,d TE } ( V!/ 1 1/2°lAin.PENETRATION U'f/124 0.C. TECHNOLOGY0 TAPCO Y!/ 1�/24ti&nVrtFE21L7(7ATC0N OF�TNRDEPD£D •MIN' PENETRATION OF THREA.IEO a l } t OF THREADED AREA TO AREA TO E705nNC M,'ODb HEADER.(SEE S{1ifJ1ULE ON SHEET 15} AREA TO EXiSnNO itT�D HEADER(.EE EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE LIMIT OF Ds£FOR �t (g)14V WALK-OV R INSTALLOON NV WALL SILL INSTALLATION c! ag �J HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hufriconc Zone ,,11��'• /�";, 02017 TX,TECO,INC. 02017 EASTERN METAL SUPPLY,INC. �tGFN F." ✓�y' BERTHAHVTTA A ■��, ► A Accordion Shutter System A ECC i m c Kv. 1 g1 W/OR W/o KV W NDM BADE TICCIT TESTING & ENGINEERINANG COMPY American Shutter Systema [v,u o[sewTmaN DATE DRAWN BY. LC _ C7 `CtIY Association, Inc. 1 OLD 15-085 /27/1 DATE 07/27/17 .<` a35sN N36-st,sta 3os NRWM atxoTns,naAO.331 *t Phone:(305W I-1536.Fox:(305)871-1531 4268 Wesfroads Drive 2 DRAWING No �•r•......... 1 0-10:Q t1t.00 gL"n, West Palm Beach, FL 33407 3 17-107 NAL EN•r j/ WALTER A'W11,P,E. < P.E. SfAI(SIGNATUREJDATE FLORIDA UC.t 441 sr 6 SHEET 7- OF 20 END INSTALLATIONS �, NV BLADE OR t o WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 7'0'Lft OOD L1U05 REO.O, ria'IAN.ROOD y.a'Yvl '� ` t/a'r ffpCOrt SN05 RECD. , ( G , /L-- Afx7tOR O s•O.C. '+' 1 ' \• , f , w g1 I_, xxt� amTo f�CDDX[%RIND DlA•+D "A:4 1O OLl4@ teL tm .tai — ifY YW.Cox TO {temr f tRl.�r.Yv�1v1 m oA�fa2 PLYA000. « spRDui pf saf m 01M fes! /y AMW It L p�r S/16'r}•itiK y id t4tr t�CR iii 2f7 fAA�OC'm 'LL Wr 'Q)—1 in n,rntD�41e Ty •' C at�t) f®rpo to F�.�' t1Y VLA, �'® p'amcamg q FUSS ( pt'sla�>ria�w Y 3'UN, AT arNIR 3CE M r RDD, � � Y,F,•W,•4lL _..�.. (ras-r�.ucn u qx.N.S m.e ., SPP WrAL x f • OR 1 OR Q� �^,, SSE COVIEcrtaCIFt OOR 30.'OL7M.x FOR I OR 0.Y• tO iRA3 st.T OETAi x FOR i. 6- ©-� d3� s0E to Tw .[D•3U'O-C�-1�4'i�' _ .�qt to mexs �p'€�-�'L�•i7i•�'. ��s�y,•�y� Ta 1RAtxs �d3.(�•{IA•�•�`3' Te*T > (a END CONNECTION DETAtTCONN CT�ON DETAIL(S) D END CONNECTION DETAIL 9 CONNECTION DETAIL'Co I •�— fX13ifND •REpDRjD CRY FOR�tt4 CRrA1ER TItLN IY.O' 1�p.,sS 711•rFf.x �-tlab W�cpl ANCNOa3 t/a4 f0cm slt^.N HO.1i Sas. j IIl i ify 3CL Nf 11JY IFtL at5 O.C. � OGVJWM rA mao CIAss I FOWMA9CH a fy 0z 'MrIPAT N a,y pt To �� q ♦ SEE UL PONS Of USE FOR 1 tfx'YUL SafAt£pt iSQT ,3:1 BLADE ON SHEET 19 4RL s A OJ ! ! / / : ti iOli arDr r��Rua tnm ptncn j I » 19 o l _ pt atLT i0 j IfY Ij •r1 4 r=-- v v Qoa 1'b $ x I �y _ Yg. ! yl. TOR U. 4 -14 .{4.C5ti{)�s t-0. L Mw 2/a Ya.FDOO Rt .(�.{5�•��ws - @O4iLCa1 CR 13 VIS d L�U"R�- n05 R[0'D, rx N t�°'g')to; PLAN fa•L�Lbw@ 4t �•� ! lDETAIL END CONNECTION DETAIL (5 END CONNECTION DETAIL 12 lul""""'�•.� FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone i 02017 11LTECa.WC. 02017 EASTERN METAL SUPPLY,INC. 13F. ,��y �' A S S A RTHA TM tzh� �I L ECO/NC. M Accordion Shutter System + ? H v etenE#" w/OR w/o H v WINIXXN SAX TiLLIT TESTING & ENGINEERING COMPANY ARterIGOR Shutter Systems EV.N DESDRIPT101i bAtt DRAWN DY: I.C. 12�?* A990C10ft01", Inc. I OLD 15-085 7 27/1 DATE: 07/27/17 5555 D.H.36U.st.st..Sol.vaam GA=.,s.!IOWA 35i ' Phane:(305)871-1550.Fox:(SO0871-1533+ 4268 WestroadD 131Ive = DRAWING No �J� a-mat:t4lacapaolcom West Palm Beach, FL 33407 5 11 9,........... • ES-5006714 d 7—11.1 J t3N` rN .• WALTER A muff J,P.E. P.E. S VEA!/ASIGNNATURE/DATE rtoRaA uc.a 44167 8 SHEET OF 28 ( EGR�,7 D j(� rENEau f JMrr0Q ANp caNDmpNc.,, E JISE ,�A_ > WORKINGLIN 't%�/ t.VAX.A.S.O.OEStON PRESSURE RATING.'i•710,-170 0,14 a.MAY.SNUFFER SPAN,9G' 3.ALLOWED UOUNTINCS!A 0.0 S H ON SHEETS 0,7:AS WELL AS MOUNTINGS M,0,T,U&W ON SHEETS 1661.,&17. 4Oai25 4N CENTIN ERU�TES{2 '2( (BOOTRN ON�POSIttORUYOUT.APE tt7 CASEEOF Wo" P&tI Qo 4�a M MUST BE INCLUDED ONLY AT WERIOR ACCESS SIDE Or TYP,EA.ENO • • • • • • rr • • 5.(A) L WINDOW BLADE R SHML ONLY ALLOW A VNON S EE 5 OPENINGS ', (3-0 HOLM)FOR U P£R NDE AT SPACINGS SHOWN ON SHEET<. MAX.$WINDOWS (B)Will.CLEARANCE FROM TOP OR BOTTOM EDGE Or HV WINDOW BLADE d • • OF ANY 3b HOLE FOR©"LL BE 121. ALLOWED AT FN CS �• VANDOVI BLADE X (C)FIRST DR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE WWINDOWetADE� • • • • ,.� >,� (0)W"COW BLADE @ MUST BE USED ALTERNATE TO A SOLID HV BLADE© THROUGHOUr SHLRTTDFS MOTH. gay (E, TEs SHALL ALWAYS BE INSTALLED AAfACEHT TO A GOG,D Ha r r • • 9G rr �• 1,1 BI/,tlE T AT EITHER SIDE OF THELE. C rA.•'r R O.4 gg9 (�POLYCAR00NATE VW WLOOW SHALL BE INSTALLED SO TlylT TABS FACE SEE END • • • bs �f,1 s HE INTERIOR Or THE OPENING 8 NG PROTECTED.IN WUIDOWl MUST BE CONNECTION s r • �' •' (i..Gt ONLY INSTALLED AND LOCKED USING,t NV SETRND TOOL PROVIDED BY ASSA, WAILS ON SHEETS • N I INC. FU L rH Trv. ad 10 HE16NT. Z@+ 8.SEE ANCHOR SPACfttC SCNEOULE FOR INSTALLATIONS INTO WOOD FRAME 8 d BLI DINGS ON SHEET 15,AS UURED BY SPAN AND DESIGN I.(SEE NOTES P TPI&2 ABOVE). b iv 7,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS OPOURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 13 AS LIMITED t31 SPAN AND DESIGN LOAD(SEE NOTES I&2 AME). � f{[ B.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1990; "'TYP TOP&F BOTTOM OR REQUIREMENTS) NANO ZONE MINIMUM SEFAJrATION t0 MASS NUULTEO WIO I THRU 3 ELEVATION !`TL!P"AR4N 10 oA� 4 0.25' o6sntNG GLASS �5°�HE OR L i°t�� A10 ON TFAS�T rts�EtAOEi p s�^ "Sw .1, 1% :1 CMERMATES fifi WI-SUIDMIOR ONLY1 T�Y. $YM RICA CENTT:RlAATES Mw \ �/ tW/o2 D(SE ANTDE s ABOVE) PLAN~ \*� 4 TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW 3-LA-DE 126 SHUTTER* Tffa'rAA1ir"^ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ........ � 02017 7a11SC0.INC, 02017 EASTERN METAL SUPPLY,INC. jfi,ENF'' 9' BERTHAHVTM � '. A.S.S.A. _ tL E G d .NI:. Accordion Shutter System Hv MADE#) W/OR W/0 KV.WIRM BLADE ,Ty American Shutter 5ysiertts Lv.H 6ESGUImoH GAn GRAWH BY Lc. I� ;'C; TICCIT TESTING & ENGINEERING OOMPANY Association, Inc. I OLO 15-085 7/27f1 GALE: 07/27/17 _^ •••. /L' i 6359 IAM.36M SL.Sb.305.LIRGNU GQMM,ROMA 3310 �i�r�-. GAP ZSk`;+ Phone:(305)87L-i53O.Fm:(365)871-1531 4268.Westroods Drive z DRAWING No «`•,.5�'S+� "SSSS' ��,I' a-w.a..nlecooaolgom West Palm Beach, FL 33407 3 17-107 r7-'1{y] WALTER X TELUTJ1.PSE. A P.E. SEALjilGNATURE/DATE fYL1�A LTC. 44107 c SH OF 20 MIn,h"T.TIA2A_603.".InD �' VARIES INSTALLATIONS W,/� HV BLADE & HV CENTERMATES -•I 2.000'Mo..f^ Min,0-60 LAW,STEEL 2-1110..-`I METAL STUDS AT 16'D.C. INTO METAL STUD WALLS * ,tf3 Q .oas 436 @:gyp• --- a a o.C, 40 4! 30 1 f 4AL ^� W -------- ,/x' �? QENERAL LIMITATIONSUEE ALUMINUM SLEEVE 12 �9 OR B MA HV BLADE ACCORDION'SHUTTER 6063-T5 ALLOY t 3/4"x 6 1/+K Gass'THICK AOn. 430 _ 430 - T 2WEM INSTALLATION TO METAL SMQ WALLS p ApON TO S HDU- ,y GONi.GLLV.6TEf4 iMCN CHANNEL. O 6'O.C. O 6"O.C.^ "Y C� 3,000• ASTM A-653 GRADE Ja MM.0-00 , 1f DALVANRED FASTENED TO DTDos 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (pef) MQY' w//(2)1001/2'TEX SCAM ON E105111116 WHISH 3g ',' 14fO0OR&EXTERIOR rACE AS APPUCADLE ' f 2. MAX. SHUTTER SPAN: 84" MINIMUM WIND ZONE ASTM E-1996 SEPARATION a3c LENGTH 1 EXISTING CLASS—a MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS rt a ,-_ To CLASS 43 1/4 N-ZOX3 60LT (SEE SCHEDULE) y 4. ONLY ENTE!MATE 21 W 24 HV LOCK ARE ALLOWED t THRU 3 1" WITH 21 ARRANGED A ETRICAL LAYOUT, MUST PENETRATE 3c 1" E USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" plWp�FINISH ) ., INCLUDED AT�XTERIOR OR INTERIOR ACCESS SIDE OF 13/a•t 0 1/s'Y 0.035'THICK M�+. x60• DSO' cot .G14V.STEEL TRACK eJJANtJEL rs APPucAeLE I I ( CENTERMATE. ASTM A-653 OWE 40,rat.O-$0 L•-.—s ray GALVANIZED FASTENED TO STUDS 14 (x)00*1//T tL'K SCREWS ON 430 43a / IR is IxTETaDR FACE O 6'O.C, O a,O.C. 1/4"0-20 THREADS r BLADE SLACK DETAIL HVF IS ALSO VALID TOR d3C 1�4"m ELCO CDI{SIRUCTIOl1 J_ 1/2' 12 CENTERMATE 21 APPLICATION WITH BLADE 10 pRQD TS F IR-LOX ND G'x 1 1/2"x 0.035*THICK w ' I "'YARtQ�By m 6' O.C. COMPONENTS Mtn.ASTM A-653 GRADE 10 - un,G6 GAIv.STEEL +' f"'-•I MS LL-HEADER SILL INSTALL TA ION METAL STUDS AT 16.O.G Min. :,� •.'.,,,�,.-�:� —IXISTINo ntt6n TT APPUCAOLE SCALE: 3/8-- 1• {iYP.TOP dr BOTTOM) --yti _ _ 7_77— .__ 3/a'x 6 1/4'x OD35`THICK M;n. _ tL i •.•- •-. - — ^•_-_ _-•• .� _ _ _ _ - _ r _ .T.CALV�STEf1.'PACK ECHEJNA GRADE GALVANIZED FASTENED SO STUDS ZEwsntJG GLASS :,::• t',•, .f.I'I I_'I• 430 43b 43c ;'iI IiI: II k 2YCAL SYMMETRYCA VARIES TBY/ Z'TEK SCR EW S ON I .SEPARATION RIOR k EXTERIOR FACE SW/ TO cuss z• -CENTER ATESWENTERMATE (SEE SCHEDULE) Max. -- SIDEI I R ACCESS SIDE ,''�•:'� -- 6-(TYP.) IN -( (6"Min.) �IN r Q r.A...._..-........-rr -- -- - --_ _--.. _ T -- --- --- - ..------ ..._ ... ..,AAAA. ,. -------------------� -A. -. ,. AAAA rr r rr -r ..- ..- .. T 2)42 1 21_ ' 2 21 ' 21 LO ca O AT 12 I , - I NV HEADER/SILL ENDS VIE Y - - --------------- - - - "" r 12 3 (6'Min.) 24 SIDE CONNECTION TO TRACK \=/ 3 1/4"(Typ•) s t/2"{Typ.) I T 7" 6 1/2•f*X SLACK * (cont.) A kM ALADE SLACK DETAIL Y—E •NYQ FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zona W T1 .r�r��- 02017 TILTECO,INC. 2017 EASTERN METAL SUPPLY, INC,B RT TtA HV '.GENS'' A A Accordion Shutter System iL�'co -,-- . ■ ■ ■ ICV. GLADE#1 W/OR W/O KV.WNDOW RADE f(7 !iT ; TICCIT TESTING & ENGINEERING COMPANY AmerIcan Shut#er Systems ,N DEBCRIPTIWl DATE DRAWN BY: LD. KM.MIX(SSS S.,Ste.263,VIRGxaA CAROM FLOROA 3316 ASSOCIdfIOry Inc. t OLD 13-085 T/27/, DqE: 07/27/17 S .S ATE-DE--r��I t mwAo:(305)871-1530.Fox:(305)971-1531 4268 Westroads Drive s DRAWING No '��'•. Fj `t` LAA a-m 1:61-040— Wes( Palm Beach, FL 33407 3 /f`/��•..CoA EB-OOC6719 4 17-107 WALTER A.77LUT Jr.P.E. P.E.•SERC A RE)DATE FLORIDA Ue a 44167 a SHEET µ20 OF 20