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HomeMy WebLinkAboutProduct Approval (2) SOS Home Log In (User Registration Hot TOPICS Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links ; Search dOOr °' Product Approval (� �USER:Public User Product Aaaroval Menu>Product or Aooiicntion Search>Am0wation Ust>Application Detail M FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived C_'t Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.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 Professional Engineer [-I Evaluation Report-Hardcopy Received Florida Engineer.or Architect Name Who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr, I--' Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 C01 AMERICAN SHUTTER SYSTEM ASSOC INC DRAWIN w 17-107 CERTIFICATE OF INDEEENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC-INC. DRAWING 17-106CERTIFICATION OFINDEPENOENCEf11PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDE ENDENCE 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 F389R9 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 Parry:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and IX-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-EDF HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade wJwindow 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 Shuster-Blade Extruded aluminum interlocking blades retained by tracks(top I Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No Ft 389 R9 11 AMERICAN SHUTTER SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWiN 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HVi blade,W-0"for+64,-72 p.s.f. El-389 R9 AE AMERiC�N SHUTTER SYSTEM A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC DRAWING 17.107 PR DUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 ps.f.for HVIA REPORT.PDP working in unison.See sheets 7,11 and 20 respectively of Createdby Independent Third Party:Yes installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 11 AMERICeN 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 FL 389 119 AE AMERICAN SHUTTER SYSTEMS ASSM,INC, DRAWING 17-106 PRODUCT EVALUATION REPORT PnF Created by Independent Third-Party:Yes 9aek Next &pntact us::7601 stair Stone Road,Tallahassee FL 32349 More:850.487.1824 The State of Florida Is an AAJEEO employer.Copyright 2007-2013 State or Florlda,::Pftacv 5rateprenl:;Auessihility Statement:;tlefund 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 once by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it they have one.The emalls 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,FS.,please click here. Product Approval Accepts: been GENERAL NOTES: 1.BERTHA M.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 COOL THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY:HURRICANE ZONES, TABLE /� -l- DESIGN WIND LOADS SHALL BE OVERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND'SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER.WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIORALTTY FACTOR Kd=0.85;"USING ASCE 7-10 AND.SHALL NOT EXCEED THE MAXIMUM(A.S.D.)OESIGN.PRESSURE RATINGS.INDICATED ON SHEETS 11-THRU 15,.19&'.20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL.BE FIRST.REDUCED TO A.S.D.DESIGN WIND LOADS _ AREA 1: HV.._QL,a ES n.& By MULTIPLYING THEM BY 0.6"IN-ORDER TO COMPARE THESE W/MAX.(ASD).DESIGN PRESSURE RATINGS INDICATED ON.SHEETS i 1THRU 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 1R.INCREASE IN,ALLOWABLE STRESS FOR WIND LOADS.WAS NGI USED AN THEIR' SYSTEM COMPONENTS 1--20 SHEET 2" ANALYSIS.HOWEVER,A WIND'DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS '21-37 SHEET 3' BERTHA H.V:ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND,AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN--ACCORDANCE WITH SECTION 1609:1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL"WINDOW BLADE.&WINDOW DETAIL. _HV,BLADE(D.{10214.01-03..#0715.01-03,11004.01-05,#1214,01-05;.#0317.02-06.#0609:01=10'AND 80210.01-11 AS PER TAS7201,TAS-202 AND TAS-203 PROTOCOLS:AND ASTM E-1886 AREA 2' HV B�YIf}E(1)AND HV WINDOW BLADE T AND E-1996 STANDARDS.(MISSILE LEVEL.D.WIND,ZONES.1. 2&. 3)&:))1220.01-10 AS.PER TAS 201,.203 dr 203 PROTOCOLS LARGE MISSILE:; (WHERE APPLI -HV WINDOW BLADE.0#0505.01,.08 AS PERS ASTM E-1866 AND E-1990(MISSILE.LEVEL A;"WINO 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 OWE.(]i AND FIV WINDOW BLADE(9' 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 CENTERMATE DETAILS HV SHEET 3,BERTHA H.V..ACCORDION PINS(HV SCREWS),USED AT BLADES-KNUCKLE AND FOR DIRECT MOUNT CONNECTION 70 TRACKS SHALL BE#142.75"AND#140.75'RESPECTIVELY, 410-Hr MINIMUM SERIES 9 CENIERMA7E ALTERNATING DETAILS HV SHEET'. ' STAINLESS'STEEL SCREWS WITH 135.0 kR1 YIELD-STRENGTH AND 180 ksl'TENSILE'STRENGTH."PINS SHALL BE COALED WITH BERTHA HV DACROSHIELD COATING.SYSaTEM AS MANUFACTURED BY.APPROVED - COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THEHVON:THEIR HEAD.. 4.All."ALUMINUM EXTRUSIONS SHALE BE.ALUMINUM ASSOCIATION ALLOY AND TEMPER AS,INDICTED ON SHEETS I!AND 3: MINIMUM YIELD STRENGTH FOR 6083-T6 ALLOY IS_30.0-ksi AND 353 IIsi FOR - ENO CONNECTIQN DETAILS 1-6,CONCRETE/BLOCK SHEET i0 MAXIMUM:SPAN TABLES -SHEET 11 6065-T5 ALLOY. ANCHOR SCHEDULE-CONCRETE do BLOCK SHEET. 12. 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316-,AIS1 SERIES,.OR CORROSION:RESISTANT COATED CARBON_ STEEL AS PIR DIN 50018 VnH 50 ks;MIN.YIELD STRENGTH AND 90 k.T MX TENSILE"STRENGTH: ANCHOR SCHEDULE- CONCRETE&BLOCK -SHEET 13 AND SHALL.COMPLY W/FLORIDA BUILDING CODE SECTION 2411133:4. ANCHOR SCHEDULE- CONCRETE-&.BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AJSt 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( :12;13,t4,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 .INSTALLATION.DETAILS S-X,WOOD SHEET 17 '.HV BLADE 0& WORKING IN UNISON; 12, 13&15 END CONNECTION DETAILS 7-12.&X.WOOD SIIELTI" 18 8.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6"779,582..COMPONENTS OF THIS APPROVAL"ARE COVERED,,IN WHOLE-OR IN PART BY U.S.PATENT#5458,179 ISSUED TO EASTERN - - METAL,:SUPPLY,-.INC. AREA.3: fiV Wi OD W BLADE6A�.ONLY 9.1T 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 ' ALL SHUTTER COMPONENT EDGES.WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN.INTRUSION. TYPICAL.SHUTTER ELEVATION r;� SHEET 19. 10.EACH UNTrMUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL NV AND NO AREA 4, ITV'WINDOW BLADE111. ONLY CENTERMATES AND ENCAGE-OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL.SHALL BE.LOCATED ON A READILYVISIBLE 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-1709.9:2 OF THE FLORIDA BUILDING CODS:. - 12::BERTHA.H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN.THIS DRAWING PLUS.ANY.8UII.DING AND ZONING,REGULATIONS PROVIDED BY THE.JORISGiC.T10N WHERE. PERMIT IS APPLIED TO. 13.(c)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC"AND DOES NOT PR014DE INFORMATION FOR A.SITE SPECIFIC PROJECT.ie.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTORS TO BE RESPONSIBLE FOR THE SELECTION;PURCHASE AND INSTALLATION INCLUDING LIFE.SAFETY OF THIS.,PRODUCT•:BASED.ON THIS RE.O.,PROVIDED.HE/SHE DOES:NOT"DEVIATE FROM THIS DRAWING SHALL bNLY BE USED TO THE CONDITIONS DETAILED ON.THIS DOCUMENT.CONSTRUCTION S.AFEl1'AT SITE IS THE.CONTRACTOR'S'RESPONSIB[U}Y. OBTAIN PERMITS IN THE STATE OF FLORIDA {c}THIS,P.E.D.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 W1LL BE RESPONSTBLE FOR THE PROPER.USE OF-THE PLEA;TNG1NEER OF REODRD.,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.ED-SHALL BEAR THE"DATE AND ORIGINAL SEAL AND SIGNAXTURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R: FLORIDA BUILDING CODE "Non High Velocity Hurricane Zane -- - 1; 02017 EASTERN METAL;SUPPLY, INC. 1L1�` •., IF,J' � b2p17 iiLTECb,INC, BE HA H � ,,SC�NS¢e•�, A TM /� Q Accordion Shutter System o L /7iLECO mc,. ■ ■ ■ ■` H.V. BLADE#1 W/q2 W/O HV.4NNDOW'"HAL)E `� ? # American Shutter S litems 0 o TILLIT TESTING & ENGINEERING COMPANY Inc. REV.Na DESCRIPTION DATE ORavM DY: L.C. • Ar' 6385 tLW.ISN.5L.Ste 309.NR41NN CARDERS;flOR¢M.33}& AssOciQtiOn, C, 1 - O10 15-085 7/27/1 DATE 07/27/17 AQ 42fif3 Westroads Drive 2' Phone:(305}671 1530.Fe :005)871-1531 DRAWING No �V ­01:U11-0-1- West Palm Beach, FL 33407 3 WM.TER a 1400LLT774r.P.E. 4 er FLORIDA Tic.1 44161 5- SHEET P.E. S`EAtj�5fNAYU(2E/D1cTE 6 t OF 0 :: 3 r£0R extOVa DVAE Q .•6� N VARIES. 4.371 °554• �..-.. 1.3$- :_�� '_"_'"-- I 4.057" 4.499 HV SOLID BLADE UNIVERSAL A FLOATER � 75 � \a �5 HV 9.0-OUAUFIFOR STARTER CQV£RED UNOER CIS PATENT $458179 �J � HV BLADE 0 USE Wj QUALIFIED FOR USE W/ HV BLADE(D HV DIRECT 1A IAV WINDOW $LADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE�EW/ K 6061-T6 ALLOY AND TEMPER .37-V- -SEE LIMITATIONS OF USE OF BLADE (9 ON SHEET 19 BLAUE'i 11. _� 6063-T6 ALLOY AND TEMPER. 124' 6063-T8 ALLOY AND TEMPER a (YP) '�`'� � 70^ '� 2.610• -iA 3.556' 670, 2.226' 842 - � o •' 4.697'. ..i o vy. �I HIS" 92' N F o j � 4.4 J19 y^ _F.175' ------- ----• 07 HV ADJ ADAPTER W/LIP � °0 6• ° QUALIFIED FOR USE w/ Hy `�JHY WALK—OVER TRACK HY ADJ. FLOOR TRACK BLADE O QUAURED FOR USE W/ Hv HV TRENCH TRACK $' 3.75D• 6063-T6 ALLOY AND TEMPER BLADE CT) QUALIFIED FOR USE W/:HV :QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AM TEMPER :BLADE�.ONLY. Q ALI RAINGUARD @LADE 6063-T6;ALLOY AND TEMPER QUALIFIED FOR USE W/' H n1V 6063-T6.ALLOY AND TEMPER �E VARIES rn� 1.4 6^ BLADE t" 1915^- R VARIES 1.936' 6063-T6 ALLOY A D TEMPER •� 1.917" m $I...��3� a .093• in id 0$3" _..__. .100cI � 1 �3 a' ,`Pi O1i. .125' _ ^-7 I n, Y• 60' �� i r 093" j,- 0 a' o� '•P+:: 670 b :060' n o; Orpl f 670 1.6$G • 67p 3.52W S I 0-~ --- 670, 35r ry, TQ i t(11� k�Y GEILI�-�}, ADER _1�? HV HEADER/SILL C HD CEILING HEADER1SIll QUALIFIED FOR USE 5"// HV BLADE-1 ONLY,, QUALIFIED FOR USE W/ HV BLADEONLY 6063-T6 ALLOY AND LADERO' QUALIFIED.FOR USE 4V/ HV @LADE 1 t 4 �D WALL HEE,A.DER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6.ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(DONLY, 6°63-T6 ALLOY AND.TEMPER _.x._"•. T .� .. j b YMCOMPONENT A 8 T1 T2 % Y Mh1 X AAN. PL a 1` 1 170.062' { 2' S'MAX. 1/8^ 1/8^ it � 18 2' 6',MAX 0.192" 0.02, 16 SIDE ANGLES `E .-- (20) CORNER POSTS 9 --w 2:S' T MAX. 0.490^ 0.190' QUALIFIED FOR USE W/ HV ALUMINUM ANGLES_ Q 1PUALIFIED FOR USE W/ HV BLADES QUALIFIED FO,,�USE W/ HV BLADE d 6663-T6 ALLOY AND TEMPER @iADE1 ONLY. , I2' S•.MA%-j 0,139"- 6.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' I I FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone yy 012017,EASTERN METAL.SUPPLY,.INC: 44114_`"��,'„•., {/ � = 02077 TLTECO,INC. t4gJVIUNS .?'�' ' BERTHA-i�s� i A , Accordion Shutter System $ I_L E 1►'Q INC,. ■ ■ KV.BLADE$W/OR W/0 H V.IMNDOW ADE 3 > Arfl8r(C4ri Shirtier SyStims EV,N DESCRIPTION` DATE DROWN$Y: LC, ?ILLIT TESTING k ENGINEERING COMPANY ASSOCIation, Inc. 1 OLD 15-085 7/27/1 DATE' 07/27/17 .' of 8356 N.W..38ttc St,Sta Spy,1RRl WDA WCME MOR@ lit • Y Phone:(305)871-1536.Fa :.(305)871-1531 42£78 WO5trggli5 Drive 2 -DRAWING NO a-rt 4l:wu4GoopIGOm West Palm Beach, FL 33407 3 1 7��a,_ Oj..... '.+4 tY1 Ee-0006719 4 _ s WALTER A 11W i Q 441 P.E.+�t� 11 t•LowDA Vic. +41e7 s SHEET E/DATE 6 2 OF 2 4:6 ' 4 7� j 7 293` �. ..br2`b•)3^ -i.745'1 1.•3•.25' •y)(. ,�n .j t7I uqvi It_Y �orI TOEADE.D HOUWvNG MEL 1/'' BAKED PaNrFb &OD /-qEXc frE LEDSA00.aN1Eo L i RE 56'TU RNc6 -1 KNb6.FLITt n Re HOER CYLINDERSS "01- MATEEYS'(CHROME (CHROME PLAYED). 21 HV CENTERMATE L22 V F 's• ga. s ra X25 LOCK 1LEGRESS LOCK QUALIFIED FOR USE W/ HV BL4DE.Q& 1A ONLY � TERMATE °LOATINC 3 CEN S;oz3.,,,,_._a .675i OUALIFIEU FOR t�SE Wj HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER. OUADPIED FOR USE W/ HV BLADE(1)& 1A)ONLY �-- q, 6063-T6 ALLOY AND TEMPER- {L..�! li A-0 IN CENTER :BLADE Q& �A1 ONLY: BLADE & .ONLY: - QUALIFIED FOR USE W/ HV BLADE 1 ONLY" - -r 254"0A 15. ' 1 6 a' 6063-T6 4LLOY"AND.TEMPER PLASTIC HFI@ nom-518{'^ 7 22' .MOLDED TO^" 4.045" 32'° SCREW 5 AFTER RIVETING 0'. o :�. M' 1/4" �20 X- .�./4" DEPORE:.RIVETING SS, THUMBSCREW 1/d",O20 RIVNUT* rt (.--Toll 'FSERIES'5444 ALUMINUM;(2024-T3-ALLOY)LARGE FLANGE THN _ j I e..F,.�I: o '�,,,,,_2.79P_.-,_,,„� ,„, j i 822.. SHEET RUI'6ER7,PART g:'.D820.AS:.NANIIF'gCNREO Bi'AV4El N- -' PLM FRONT FRONT ELEVAaau. (0 HV MALE "T" LOCK ZENT r 4566" CHER0.Y'tEXTORH,PPRSiaaFiit',MEtY-4ER5EY D1G540R EQUAL FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE t)ONLY HV FEMALE "T" LOCK CENTERMATE � HV 'T" LOCK HV ALTERNATIVE LOCK 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE wj HV QUALIFIED FOR USE W/14V BLADE 1 ONLY QUALIFIED FOR USE W/ HV BLADEMONLY BLADE } ONLY. 6063^T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR`` W/HV BEADE•y:ONLY: Q 17 1.9178. 3.161 0 f . ? Q THUMOtURN - '¢. .63 063' CYLINDER'OR .I 214 � .063 � KEY CYLINDER KJ n 1 545nr 0.875'Min. .40 m' r'3 Ua 10.8 .125'Max. HD CE W 0 �i?} W R a4 U a 0 m QUALIFIED FOR USE Vl/ FLV BLADE sl &SSA QUALIFIED FOR UDY`AND TEMPER USE W/ HV BLADE 6063-T6 ALL 6063-T6 ALLOY AND TEMPER - r. o- VARIES, 12'MIN: QUALIFIED FOR USE W( HV BLADE 1 & 1A. i #j4'6-20 S5.OR 3f5^P-16 i.30` 6063.-T6 ALLOY'AND TEMPER THUMOTURN '-ACL'TAL 1M.MBSCREWS, ti/2'. (1 ..._.-_,!"CYLINDER. t: (SFE OETNlS) ttO OR KEY .. _ ° .... n , T [1!17!Min. CYLINDER 78-.M-.- F (,SOCKING RQO_© :1 4*a !.-.375'3 A QUALIFIED FOR USE W/ KV SLADE0 n („D/I Ij�/ ."I�tl." y1....20 AISI. 364 6Y REGENT HARDWARE MORTISE LOCKS SERIES 2333 FIOOI(90ET LOCK: 6063-T6 ALLOY AND TEMPER 56 ,MV 3./ 0s 16 ACETAL ",,�! 5 1NSTAtLATtON-WILL REQUIRE A 7j1&"HOLE' TF{UMBSGREWS `ERNS.S:S. THUMBSCREWS -QUALIFIED FOR USE Wj HV BLADE(j)&:AA 1 LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR A� y HV BLADE� OVAUFIED FOR USE W/ HV BLADE� FLORIDA BUjLQING G(}�JE Np(t High Ys(pclt} .HUrricone Zone A. j f 02017 Ta1ECA,.INC. _ ®2017 EASTERN METAL�SUPPLY.INC:. .....y THA V, 1 L E C N A■Sr,S.A. Accordion Shutter System y t N Y.BLADE t W/aR W/0 KY.WNDW RADE American Shut'Ief S ,ems EV.No BESCRIPTIGN DATE, DRAWN BY: LC. } TILLIT TESTING do ENGINEERING COMPANY Assac1611oA Inc. + OLO }5-085 7/27 t DATE: 07/27/17 STATE t 6655 N.Yt.38M.SL:Sf 309,Y1RQ,4tA GMOEkS.fLGROA JSt6 t / - �' Fn1—:(305)871-1330-Fox:(305)871-101 4268 West�oods Drive 2 Snp p �� a-mtla:tnt6cooa6 comWest Palm Beach. FL 33407 a DRAWING No =_•r� '��RIQ'•`sS4t+ E8-00D6719 WAITER A TiLUT.1r.P.C. 4 17-107 S�pp•+•« \ {Iti FLORIDA Uc.f 441677 6 SNEET' F.E. SEI # REJDATE 6 3 OF"20 SHUTTER ASSEMBLY SCHEDULE FOR SHUTTER ice, HV CA $ -" 12"M= wcE 41 .40 T'0 BLADE P 4�0 - OU25' a HV, BLADE 1 — ce lA te7s' j1 I � / W WIN00'ri BLADE. .06�55 - '0625"1 .6625' HV BLADE 1A \ r a Bt:+DE'S ..1875" Y' HV LONG RECESSED NYLON BUSHING --1 .� r n KNUCKLE "°°PENIN .0625 o.c�2 39 M N (n'?) HV SHORT,RECESSED NYLON BUSHING 111 Jao HV NYLON NAT WASHER �^ (DOR 1 ry .�I » jYi�`./''--•.,. t' X ///02 5756- C4 HV WHEEL CARRIAGE AISI 302-303 SERIES I I 459 40 i f 0.870"x3/16" THICK NYLON WHEEL. �'✓ ! I.: z,: -`�j 2 71b"MIN, <;RV--44,0WINO0Vr c CLEAR 0 Do OaaB"0 At51 302 SERIES S.S. RtVE7S' SEPARATION .0625'1 .0625` 57500` 4@2 HV 1' 3/4" ACCORDION PIN W/ #B HEAD * EXTERIOR BLADE N 5 NTE v 7 ' �� c OPENINGS crrn�nN v--v ..„._._..____ d ON CENTERS 4�}3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * _.__...�_ 41 47"@ 2'1/i rrnan nPvA,aS CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW i BE7TINEEN TYPICAL .HV WINDOW BLADE..1 AND 38 z 3 I POLYCARBONATE H WINDOW DETAITE L REQurREMENF R ) O OR QT j i yc POLYCARBONATEIy1PACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12'MIN.AEARA ICE RESINS, UV-STABILIZED GRADE OR SABIC TO BLADE BOTTDM INNOVATIVE PLASTIC LEXAN 103 RESIN' JJY PIN REQUIREM EXTERIOR BLADE KNUCKLE FOR —z-- (SEE NOTE "F" ON SHEET 19). w(1hi C OR (1) HV PIN (9,SHALL ALWAYS BE USED AT ALL EXTERIOR � IBOTTOM KNUCKLES OF HV ACCORDION 'SYSTEM W/ HV OR i POLYCARBONATE SOURCES FOR 4 1 BLADE. SHUTTER ; 1 EXTERIOR HV RPI T CAi S UT`j'ER /1SSEMBLY N.T.S: ^ T1Pi0AL PItOPF3tTIE5 SiANONt9 m>w S,en.•xoouNc HV P,IN�OR a AY Drf7-DtEr+C£ wmer4Asaa r+.mc (2) HV PIN (9MAY BE USED IN UEU OF (D AND ONLY AT E%T TOR BLAOE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1( ¢0:324' (SEE NOTE *FOR ..Pears cRAArr AS,t 0752 0.W3 rbr' 0443 bfw .BLADE WHEN CORRESPONDING TO INSTALLATION 'S1", SHEET 7. � 3 .T REQUIREMENTS) t I TDmE,NAD;S;Rf1KN AM D938- x.499 a•z 9:5DO ate: (3) HV PIN @ OR @ W/ 1/2" O.D. 1/7.6" THICK S.S. WASHER ® FLMAL Sn malMOTH AT pLw am 07ia tzs99 a:a 31,400 Pis. I i.. FLE%URnL Y09lILU5 A"iN 07f10 ]49,000 P.4.i. 345.999 pst. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X: N910NED ROD, ASIM 0238 'Ie n-mA, 17 FT-IS/. SHEET d 1 pw mk.g awaamma WHEEL CARRIAG DETAIL PATEWO E� A Srft ASN qac o_;3ASD 6C-i4.6% MAX �— SENIBLY LAYOUTASIM j,,Rj. Sw ICN=N A"M D192B '1040'i 499'P .'QTARiRTit4fi> ASTY G15S lo'skE SIMMH AFTER: $3 W'ENIHMG ASTM 5 '.9302 P.aA 89!0 paF.. (M HV BLADE 'SOLID: & �l?�HV WINDOW BLAME DETAILS TUM C' D"°�`" R° "'" 9 �4"'.'` 8"D":I. N:T;S: aN{a�yserl +Fi'. "'�. .. FLORIDA'BUILDING CODE(Non High Velocity' Hurricane Tone - @2017 EASTERN METAL SUPPLY,INC:: ®2017 TILTECO,INC. BERTHA HV., lL E C'O rN�, A■S S.A. Accordion#1 W/OR Shutter System NV.BLADE t w/OR w/o KY WNDCIW BLADE' T1 LIT TESTING American Shutter Systems ENGINEERING COMPANY i EV.N DESCRIPTION DATE DwxN flvi 0c. k.r �4• t`, 8355 N.W.36:h St::St ]95,:NRpK1A c+x9aus;-t1DtmA ua AesoctatiOn. Inc. 1 QLD 15-085 7/27/1 DATE: OT/27f 17 c� GD9ne:{305j871-1530,I"i{305)571-1531 4258 WBstraads Dive x DRAWING. No ........ 1 STI ,-maa:Ulla-U... West Palm Beach, FL 334p7 3 4 �.�y t4 E8-60057/9.. , 17-107 'N'ALT1:R A.TILU,T Jr:P.E. ' •�•,•• FLORIDA.Ue.@.44167 5 SHEET P.€ SEAL/SIGNATURE/DATE fl 4 OF 20 �. Q � t' *NOTES ON HV LOCKS ANO CENTERMATES• A e" c c / M x s i e � +�� 1, DATOI7Y CONOniON ft ONE HV-LOCK 6 or, SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN; l 'k. OR t2'.ABOVE,OR B OW 2 OF SHUTTER SPA'2 FOR SPANS UP TO 105',AND FOR INSTALLATIONS AT ANY 'i ELEVARON. HV.LOCK' "or�MAY BE USED AS AN INSIDE OR OUTSIDE:LOCK, ATTACHED TO OR: 7 CENTERMAT£S'W/(2) 1/40-20 x 1/2"LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL 8E"AS IND{CATED'gN ' TYPICAL SHUTI'ER ELEVATION. �S a1(4, ex S„ fjy IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TING w 16m'2y�q I '.LOCKS^��{ Q, OR „§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION.OF LOCKS TO CENT£RMATES V ,,:_;;,,r OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE. -6VaC7N .. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. s- 3. �j„Ic Ij$FQ;'W/ 0�{�(•LOCKNI; LOCKING,RODS ARE NOT REQUIRED A7 HURRICANE POSITION, BUT MAY #ox5ox6oDaTT�s .. °k .' BE USED 1F-DESIRED TO ENHANCE SHUTTER PERFORMANCE..LOCKING.RODS 0 OR AN ALTERNATIVE DEVICE . n MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE_.POSITION).. ,ztj -y 4'.'M MOAtORY CnNDR1ON ig ONE HV LOCK @A@ @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 8i8 ( AND INSTALLATIONS.AT ANY ELEVATION. HV LOCK(24 or(fj SHALL BE USED AS.AN OUTSIDE OR,INSIDE LOCK, M ATTACHED TO CORNER CENTERMATE W/(2) 1/4'0-20 x 1./2'LONG FLAT HEAD S.S: M.S,TWO LOCKING RODS i�9 10 I AT TOP& BOTTOM SHALL BE USED, LOCATION OF LOCK,SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION: ig HDC N MAXIMUM SHUTTER SPAN-SHALL BE DETERMINED AS�PER SCHEDULES SHOWN ON SHEET 12. 5..FIRST ALTERNATE TD MANDATORY VALID ON'Y FOR HV W/SYMMEMCAL � ONE ALTERNATE HV LOCK @:MAY BE USED IN,UEV'OF tP!LOCK or"q�FOR ANY SPAN ANO IN5i TIONS AT ANY ELEVATION.AL - NATE LOCK MAY 9E USED AS AN NSIDE"OR OUTSIDE LOCK.ATTACHMENT 1 3x 1 itc OF I/4'0-20x3/4"S.S,THUMBSCREW TO'@ OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-200/4'ALUM. HHoot 0 GR3 RNNUT AS SHOWN ON SECTION HVE•SHEET 8, ONE LOCK SHALL BE USED.AT 1/2.OF SHUTTER SPAN OR TWO t vpE.,I� V LOCKS AT 1 3 OF SHUTTER SPAN. llta? 6 d"1DATORY GONOMDN /S FOR KEYSTONE MiQU C IN%W A`=& ONE HV LOCK 0 or @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK I&or or MAY BE USED AS AN INSIDE OR "OUTSIDE LOCK.ATTACHED TO @ or(4,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/ CONNECTION 7 OR(D TOP'AND-BOTTOM IS COMPLETELY MANDATORY. DETAILS ON a FULL CS 1 x NOTES ON HV "T" LOCKS AND CENTERMATES,• HEIGHT. OF CORNER "-Ai CENTERIAA'TE LA ALTERNATE HV"T'LOCK 'MAY BE IN57At,LEO IN UEU OF HV LOCKS®OR FOR ANY SPAN AND (j�ae oA®• io%®oa10+'1 ex SALLA AT-ANY ELEVATION, ALTERNATE LOCK, #AAV 8E.USED AS AN:FNSIDE OR 0 IDE LOCK. ATTACHMENT OF LOCK'®INCLUDES USING REINFORCING LOCKER�.AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE t 0+ fca{ , .3]c.%3 7`., ,ox .... CONNECTED TO-CENTERMATES @ AND @ W/ 1/4`.4-20 x 1 1/2"LONG SS,THREADED BOLT W/7/8'0 x 3/32.' v. r WINGNUT OR.W/ 1/4'0-2021'S.S.M.& INTO A,1%4'Ox 5/8'RNNUT. TOCK MAY BE INSTALLED AT MIDSPAN OR 12' +��s,ufton1) .@ oa MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING.RODS�1 TOP AND BOTOM IS:MANDATORY, >s, C �.4J 19. OA 19* av i + qt *N� IE� � Cr � LES'. 1 �ytruvr HD�,C� ERYA'(,�_&t,OR;2�WLi3ft:ONE ALTERNATE HD LOCK(D MAY8E USED IN UEU OF TYPICAL il) BY BLADE SHUTTER ELEVATION Iry LOGKs OR 2�` FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 04 MAY BE USED AS AN INSIDE OR OUTS10 LOCK.ATTACHMENT OF HD,LOCK 4 TO IS W/3 BB x 3/8:'F.N.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT, AS SHOWN ON,SECTIONS,HOB-HAND HDC-HVC,SHEEr 10.LOCK MAY BE:INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE M(DSPAN.USE OF LOCKING RODS g;IS COMPLETELY OPTIONAL. FLORIDA UILDCNG ( ori High eloG;ty tirricone one X11 Q�. .. .���-L, 02077 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. ' ........... +�: BER�HVTM --- Q S S A � Accordion Shutter System t I L 1 C t3 a c. ■ ■ � kv. R.W#1 W/'OR W/O.KV.,Wi DW.OLAM .,Ly„ `i •' A1Ttaiiccn Stltltt8i• Systems .H - DESCRIPTION DATE DRAWN BY.. LC. TILLIT TESTING & ENGINEERING COMPANY ' + a ea55 N.W.assn.u,sic sos,wu+rvw CNeo=N4,cLoa»A s1/s Association, Inc. t OLD 15-085 7/27/17 DATE 07/27/47 0 A 4-d-;YY Phone:(305)871-1530..Fox.:(305)871-1531 4268 Westroods OriyB x DRAWING NO ` rn�`f:}!i+!,�r1`11�(�`t-j(((' `i+44 -.10:Dnaeoouoi.com West Polm Beoch, FL 33407 s [ /� �1YA1r` ',!I{II7' WALT" ES 17 P:E: 4 i7"•�V7 LTiLu .4.P. : 5 SH l:•T P.E. SEAi_jStGP�16E/DATE 6 5 OF 20 ' . CONCRETE ANCHORS. POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETEBLOCK REQUIRED lfa'm 2ox3ja'S.S. POURED--- CONCRETL-� SHEET 13) CONCRETE ANCHORS MACHINE SCREWS. CONCRETE REOUiREO �j�� FOR / ? (SEE 5@HEDULE ON RW/ tf4"-20 EOUE 7 - CONCRETE ANCHORS 1 r .t..'1 T9 A cLtSiaxE S$KE uouunwG(4�oN sNEEi 7) f r f SHEET t3) NUTS a12"O,C: SHEET , t (SEE SCHEDULE ON Sti13}, -1f4"W-20z3f+"5.5: t ' Mm. MACHINE SORE;S l ---- USING -EO EO fj l � 4. USING 1/4"-20 NUTS t 2' 13 oR 15 / 0 12'O.C. I.. / E D.* f�i ..250"Max. t _ ! _ 13.oa 15 iT-� ,r .250' IE .250"Mox: �iE. 1 iA\ t i �.OPTIONia. A `� ,I�� �. -pPT10t#AL. I6N 9PNYCM •. i Sok%FES 3EEf y hi.^„pV mSIffaFres10 mFCRu MIN.SEPARAMON TO GLASS -- OR 6• EXISTING-- —(SEE SCHEDULE ON SHEET Gs ExiSTNOSEPARATION TO CLASS � GLASS-' 61:1) .I T. r{SEE;SCHEDULE ON SREET it)- 'F EXISTING Goss— @ HV WALL HEADER INSTALLATION A; HV WALE HEADER INSTALLATION SIV WALL HEADER INSTALLATION + KEYSTONE mSTING1 - i MIN."SEPARATION TO-GLASS m r r-- - - i (SEE SCHEDULE ON SHEET 11) I 7 ctAss— M.SEPuumXr1 OR 1 i 1 ExISTING_ r TO Or3S(gEE 't 1 i� hllN.SEPARATIONTO GLASS GLASS ' r ttfn,Ri3tK Em i.r`;. r {SEE SCHEDULE ON SHEET 11}- yUUI r ' 1 rr ri pMOM(D@Q) 2 EXISTING � r. 'r � f �flP'TtONAL r e r GLASS r I f DI±, i I r 1t N 14 OPTIONALIr'E+D• Lr`r r t t Max. r i i a t , 1'3 oR IS fi E.D', r r i t ,.E.J j a i i ` + f2.:f - lis EO 1 E4 ( i/2 I' f Min. 12 oR 14 1/4`0-20x3/4`S S. PHILLIPS TRUSS HEAD- 4^' 1/4"4-20x3/4'S.S.PMLLPS MACHINE SCREWS USING. t to_..� CONCRETE ANCHOsZ5 r_TRUSS NEAO.MACHINE SCREWS -� '-CONCRETE ANCHORS (�`�..?/I}" I 1/4"-20 NUTS 0 12"O.C.: (SEE SO ON W/ 1/4`-2D NUTS 0 12"O.G. .(SEE SCHEDULE:CIN SHEET- 1'3} i r POl1RON CONCRETE SHEET 13) POURED CONCRETE_! - I e " fr para OR CONCRETE BLOCK OR CONCRETE BLOCK� I"f �'9' y �O4NCREIE ANCryORS REQUIRED POURED CONCRETE-j- SpAiL RE°UIRED Hy WALL SILL L INSTALLATION J (SEE SCHEDULE ON �F .HV WALL SILL INSTALLATION SHEET 14). OR CONCRETE BLOCK WALL REQUIRED HV WALL SIL _ ITALLeTION NINSTALLATION QDETArILS W/ 1:-SEE SHEET a.FOR TYPICAL SHUTTER. L*E-.. =EDGEDISTANCE i SEE EJ TAT()NS-OFVSE FOR . HV U LAASSEMBLY SHEET 13) BIAOEIA ONSHEET 192-MQUMING SECTIONS CAN BE COMBINED - 1N ANY WAY TO SUIT ANY INSTALLATION, i1+ FLORIDA BUILDING CODE(Non High Velocity Hurricane tone ,,r•••.°• - 42017 EASTERN METAL SUPPLY, INC. BERTHA 02017 TILTECO,INC: � E $¢ •?' #HA H VIM. 7 � � � Q �lecordon.Shutter system �'�. E tN ,e. ■ ■ ■ ■ ELv.e1pnE#i w/OR w/a Itv.WINDOW BLADE ` American Shutter S stems TILUT TESTING k ENGINEERING COMPANY Inc. REV.N oE5G2-08 vAit: ORawN:07 L.C. p' Assaciatian c1 OLD 1s-ass 7 2Tl1 DAM o7/z7/T7 O s ss N.w.asur si.,Sts abs.4ifY..fiA cARaL5)8 1L 153 S�,s 42&B Westrroad Drive 2 Pham:(30-. 1stt 000 t(30s}a71-1s31 t DRAWING Na 4S1 e-m E ell=719lcom West Polm Beach, FL 33407 a S� �}Al i�rtif EB-OD06718 4 17-107 A tYALTER.L nLLR Jr.P.E. FLORIDA Uc.-/,a4t67 SHEET P.E. SEAL/SIGNATURE/DATE 6 8 OF 20 . CONCRETE ANCHORS .. ' T - �•T- _ POURED Mk.SFYAWXxx 1 OR i I I i MIN.STPMADQII I CONCRETE (SEE SCHEDULE ON SHEET 13) RT a=(sl* EXISTING REOUtRED "I SOID)ME Mir @W CLASS---j +m+ 1 a"t9Elcx A I') ON- EDGE OF 'qN ggET t9 FOR I Mx.SGPxA/•Txn4 I 1 SLAB IF GS i�lAtts C 1 I g APPUCASL {9LE EXISTING M04SQih 1 .` I ON GLAiSS- I I I I ALTERNATE 1 I t+ if: ` .'{f EXISDN i I y ANCHOR.. •rJ r/ .`� ;.I rfJ^/ ,, LOCATION1013 4'HEX WASHER'HEAD GUS T. / x % 3 "M[N �7EK SCREWS 0 12.O:C. ESLGE AB OF I. CONCRETE ANCHORS 1 f - $ ! y�r r. r: r I (SEE SCHEDULE ON SHEET 13) { E 'O APKICABCE EDGE OF I( ,�r.rI. /Z r I EXISTING EDGE I .. . I i EDGE dF ,J f rr�I /I(I,. ;, j f r `` r SLAB IF, I x .r o, r SLAB IF I / f/ t 1/2 `1 " r'. SDtA9 OF fly.._.;' CLASS---I I I + r APPLICABLE _ i Mk srrPa>ttr+ APPLICABI E - -----� ` ,I aAss(� t f.-lE-O EO J APPLICABLE POURED Y y,_:,^,_^� POURED. FLAT HEAD CONCf?ETE ANCHORS f✓ CONCREtE �E D' REQUIRED (SEE SCHEDULE4N SHEET 14) ":FOUETE REt]UIRED FLAT HEAD CONCRETE ANCHORS. aN%W 59 FOR I OR CONCRETE i aA{'�LsO&.p ! :REQUIRED '.D:«. E.D.• .(SEE SCHEDULE ON•SHEET 14} I1 �TRENCH INSTALLATION TAt �L I .HY- WALK—OVER. INSTAL VALID ONLY FOR Up To +9Q -75 P N A.S.D. QI I BY FLOOR INSTALLATION f � -` Lei!ION DESIGNSCHEDULE PRESSURE RATING&FOR SPANS PER (� ,t�V CEILING IIJSTALLATION scNEDULE 93, s14EEr ii �G NLi59.,,.J Yt41aT7+hWt10K tcw"serwAilai (� CONCRETE ANCHORS f------•--{sLe:se �IL[s L.1 V (SEE SCHEDULE ON ON SNFAT I!) I' }h,� t/40 OA DUicM TAPtON w!. '`' '—"1- SHEET 15}. r Awxxm wmorm Q al 9wFt ft) i "+ I EXISTING EXISTING EXISTING E)D5DNG^-} G5.i55-_--f--r---.�—.-. 1 FASTENERS DFLtERt/aTAS GLASS , 5 GLASS -i<�c SPrtmas geeTsxExT ttJ Z.'Jj uat.�vuunm,w¢xss 1 3/4'Lux.cloCOMENT O 8' MA% + x t " (suI 4'Tfl,V4t ON IQ I Q.C.FQR IIP 70 6'-0`SPAIN MID l I 1 1 0 i I t I. I I a•O.C.FOR SIMS 64RC It TK0_ 1 1 I s0wV r LATP E'VF.NY FASTENER HEA1 / 4 I MAX + (nP.)'.(RE NOTE t ON '1 110 3/4 HEX'�D s SHMr,t 5 FOR WaitStOts 3/S MAX i F; 3 OR 1rJ I I WASHER HEAO .+ CONT..SEAWli•-^'"""..1 '} L'N. + TEK SCREWS } J r Il sl - ®1a 3/4' .HEX HEAD_A, � 52 D.C.OC �13JB It i 1 I : L'• I�. y� / m3Ja'SS LS CONCRETE.ANCHORS ^b __ _ +- 3J • rl-�' / I;x. t L15MC OC n=20 NUTS 7EK SCREWS e s o C. ; 3 / 5 14x.5 4 S D.S. OR 5/4.0-20 S.S.M.S. r n. .. % �_ a 9^0.C. ^t 2 z wY_ Mqx. �,^' W/NUT 0 9 OC -(SEE SCHEDULE ON f SHEE-f 14} a E r �JIS TGNONM.(D CORATSTRUCTURAL •- .Ft318; i -"17 1iS )/y (.w,j'.. t t i R 1$ SILL) D RATA'E t:r� �n t, ' --'ei `�'�r ! f•. SLAB pF i E 1ti4x3J4 F.W.:S:DS. M1N,.2 CRETE OR MIN. EVM4RM. ECO EDGE CO / E U. ) t 7/8' • APPLICABLE CONCRETE ANCHORS" SEE NOTE 13(D) L�5 9 O C. () _.REPEO1URM f ,/ •---E.D - POURED CONCRE[E- (SEE SCHEDULE ON ON SHEET t SEE NOTE 53 e yf r r i` r E.D.."r F"r OR CONCRETE Lack SHEEP 14)' POURED CONCRETE � ON SHEET 1 ` .- -�—•L. REOUSRED ORCONCRETEBLO" ,'� REOUSRE'D KEYSTONE• UNTiNO INSTALLATION OPTIONAL- POURED _ �s HY WALL FLOOI'Z I�STAI_LATION, - {.�{ �{V Wq�..t WALK ,INSTALLATION MAXIMUM A.S,D.DESIGN PRESSUFC'-64,772 PO CONCRETE - .L 'uAxiMUN SHUTTER.SPAN W-01 REOWRET) HV RAINGUARD INSTALLATION t !:SE'E CIMEFATTONS OF --(DOTE FORCClJ¢@{yjATtON OF�E_CTIONS:. 4 _ REMOVABLE WHEN-PERFORA{ED USE FOR . �I-SEELY -COMBINED S E SP EDGE DISTANCE � F � ,9- � INSTALLATION- DETAILS W f. � HV BLADE THIS INSTALLATION SHALL BE ADJACENT TO MJ OPERABLE"EXIT 1 SEE SHEET 4 FOR TYPICAL SHUTTER .(SEE ON SHEET 1;3}, OR ENTRANCE eIADE 1A ON SHEEP 2 MOUNTING SECTIONS:CAN BE"C A .. •�^'•� IN ANY WAY TO SUR A ANY INSTALLATION. .1IiS58T A.�" ''.*..,, FLORIDA_.BUILDING•CODE(Non Nigh Velocity Hurricane Zone 02017 11UECO,INC. 0 2017 EASTERN METAL.,SUPPLY, INC. BERTHA HVTM { L..�... Accordion Shutter System • !ItIGC V.1NC, AM����A■ RV..IKADE.#1 W/"ORW10kV. WINDOJIAADE American Shutter S}stems cv.m. DESCRIPTION Qktj DRAWN BY. LC. J}� TILLIT TESTING 6c.ENGINEERING COMPANY �} l Q 4S Association, Inc. r OLD 15-085 7(2711 DATE' 07/27J17 .P 0 ^ 4r;+� 63ss NNIhOr a6tn sx.71 153 .Fox (305CAROMS.FLOW1-15A 331G 4268 Westrddd9 Drive 2 Phone:(305)871 !silo.Fn:..(3Ds)871-1sa5. DRAWING No S/a'IQ�•� ,d a-mal:tilt<caOaN:wm West Palm Beach, FL 33407 3 � Te x/ft EB_tl00b719 4 17-107 ��w�«.• A WALTER A TILUT'Jr:P.F_ n FLORIDA Uc,1 44167 5.. SHEET P.E. SEAL/SIGNATURE/DATE 6 7 QF 26 SE A LS D SH10 ja �! SEE NOTES ON LOCKING'RODS D HV LOCKS*or.@ C)UT 96' IN -r /_, INSTALLATIONS W/ �I HV **�D SLACK tN LDV IS AUON.SFOR L IV E%1snNc GLASS BLADE SLAf:K OEI'All 11VF IS YALIO FOR ALL � BLADE W HV CENTERMATES CENTERMATE9 APPUCAMON WITH SLADEO Qaat�oa 6Q.1!JarCgQ� _10 *13 ' OR. SEE END WALL GONN11 iOW EXISTING GLASS DETAILS ON SHEETS 40 &-Aff7 2'42"x118'40'-2 114` 7• 6 1/2". 7` - (6083_T8 ALLOT)ALL.. 'OPPQSING ! SYMMETRYCAL.. AN w/2) 1/4'o TAPCON -._ _ 1/2' -@-@ CE ERMATES - AttCH TO cDNCREIE - ' GENTERMATES (TOP/BOTTOM)& .#16x3/4'S.MS.®.d2" ,- ` ,� ��_ ��^ MIN.SEPARATION (4)#10x1/2'S.M.S.TO nee o.c Fuu LEwOHT. w/ HY LDCK 4 or ¢ W/ HU l OCK TO CLASS {SEE SCHEDULE AT EACH ANGLE.{IYP I a * Z * I I f * ON SHEET i t) d..}1�=-1-.2. --- Q�QQQ� p HVB oU m HVC HVAatl .xQ:: Cts$Qpn}D�l::/uz POUR ER:CONCRETE OR E7(tSiiNC GLASS' CONCRETE'BLOCK WALL e------------- J- ._ __ _ -�iD I REOU ED .. EXIsnNC 15'Q°aQ• °Q'Q°') SYMMETRICAL _ IN /'��!/'{�,°R�,� �"®°a' MIN.SEPARAnON cLnss y Q�t9• 5 EDSTH DENTE MAT S - ©'��J°RV�4J�aJ'�°a mGlAss 5 \=' .'* (SEE SCHEDULE I r c s bl U i (INTERIOR) ON SHEET ti) i (SEE FO SCHEDGLA55ULE 11 1 _ 1 it,'� OPTIONAL ON SHEET 1.1) (INTERIOR) ia.uT __ ._.._.._ ._ .._.__.._/.�� _ (7 1 %` ANCHORS 0 51 ' I '\l 16'O.C. n. /'�'1.. YARIES 96 * an (J:hl C:7 L-t l:Tt a i•).•i} aU�I .. 6 3/2 MIAX.SLACK. ,...� .} OUT (EXiERtOR}, BYE I Ac HVF** HVD `p��r�f�"�' FLORIDA BUILDING C4DE(Mon High Velocity Hurricane Zone 420I7�TILTECO,INC. 0 2617 EASTERN METAL,SUPPLY,INC. � `'y,.�R C+Yu RTHAHVT, I L E O�0 ,m -�lo� A Accordion Shutter System ■ ■ FlV. OtanE#1 w/DR W/0 FLV.wfr0a MADE American Shutter Systems i TILLIT TESTING k ENGINEERING COMPANY REV.N EscRlpTlaN DATE DRAWN 6r: L.C. Associati Inc: I OLD 15-Gas 2127/I DATE: 07/27/iv CVA 1t sass szw.:sh.s sm 3 Z,MauNu cexpErr:rtD6m,arse 4268 Westroad9 DYive z ` 1 Phone:(305)871�53Dfi714•(305)871-1531 DRAWING NO 1f}xtA a1.cateoeoa Loom West Palm Beoeh, Fl. 33407 s 17-1,07 r�oa*4Iv�"��I'i wALTER:A IT UT 4.P.C. � . 01",tl��i, FLORIDA Ile.#44167 S SH€ET P.E. SEAL`5EGtdATiJREJDAT,E: s 8 .OF 20 ALTERNATE INST LLAT ON W H " " LOCK HV MALE ZFEMALE " " LOCKS CENTERMATES 8 TC9 LOCKERS W BLADE st621 (•E END CONNECTION QUAILS Sa±EETS�-10 R 5 !�'`IS/T'aALLAT�IjUI���+H/VV BLADE V VT IN �EXtSfiti2 atA55 BLNf I}7 SUCIC':OETA6.MT;INDtGTED ON$NEST 8. '!.�L HE) -CENTERMAT�S W V f" AS WELL AS JNNERS&FLOING BtAD£CDDLTM N00-NVA. t a04)•70 . w�o:10•�3 w WDIQUED ON nus s,FF.T;MAY BE USED wmt NIS kTERNn SEE EN -WALL CONNECTION . ti0•�w� �+wQ.®w msT i noN DEM.NYC q"owN w THIS sHE DET ILS "QomSHEETS`1 O& 18 & d 2'a2'aif8•M'-2 _ 11•R:/w*+`•*✓.w T '• 5 tcoa Ta xion uv. ,' w �'35* * 35 .Note 1'I/(z),Vc.QC yFm e/!• i ! {OPnorul:} 4 {ovnaNAL} , (4}tlm,ir.s.0 ro,iBL .I 110:3/4.$AS.o,2` IN 33 .--.•.•—r AT EKH ANCLL(TM) O.C.Nt1 LEMONY.. ✓1F ,. I N FaNSNtNP.} i14HSN(TYP} 5 30 HV. T" a'e _ l:FE-scuciRn.c 3: LOCK (INSIDE) 1 a 4---7 Q ale 2 y 5 3 No, 0yT 31 oR 33 37 as 32 31 OR 35 35 oR 2 2 1/4" 0-20 z 1 1/2" S,S.M.S. 4 35* {ornau j *SEE NOTE s FOR W LOCK(2) W/ 7/8"0 x 3/32" WINGPIt1T. (oPnaxu7 D-9=&8 ouT TOC— 1�VG 'I'LOCK,ON SHM 3. * SYMMETRICAL NR CENTERMATES Q HV "T" LOCK (OUTSIDE)"" Sd(1W/6-4* - CK ENT)_Rtry¢TES �G* LOCK (EXTERIQ(3�, WL, ..L2C.KLIN3€13.L4R�. f sERics.R—ALUL," (2D24-T3 AUOY)LFRCE FLANCE THIN 8�w®m© Qw®a 10•�w SHEET NU,SM. PMT f oe2o, AS mmwACTURED BY A4'JEC.CNEARY MaORN�PMSIPPOW,ANEW JERSEY 4:1• .•:�w®•U7 •®w 070554.QFt£OVAL e=@p.pw5 . wp.� —.. 3Nom OR wmo,R00s.o k w(D'Or-ON stun 5 1 r-_:O **w+aERsu,FuunNo BvoE�oaA1 NDo-xm s WLO FOR A,1 CENTEAWTES MPU TURn"8 SVDE FLOATING ;STACK F++llktRjflj f''"- ... . FLORIDA BUILDING GODS(ban High Velocity Hurricane Zone ti... •^"» "' 2017 EASTERN METAL SUPPLY, INC. 0+2017 TILTECQ,INC. vrcr,Is ^' vy 4BERTHA HVTM ? a• � a Accordion Shutter System /117LEC-0 INC. A.S.S, 'A. N:V:BLADE#1 W/:q2 W/O:F4V,WIN'06W BLADE / TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ,N DESCRIPTION- DAZE DaAwN-er: Lc. Association. Inc. 1 QLD Ts—Qss 71z7/L DATE, a7/v/T7 tE sass N.w.38 sc,ss SaS,vxcwH vnOENs FwRDA craps 425$ Wesfrpads drive z ' Phan.:(303}871 1334 F0:(308}671-1531 DRAWING NO ZONAL VA t"411 e-ma�t'�7;BOI.rnm West Palm Beach, FL '33407 4 17-107 AI��11+F; WALTER A.nLLIT Jr..P:E: FLORIDA Lk.$:44t67 $HE:FT P.E SEALZSIGNATURE/DATE s 9 OF 26 POURED'CONCRETE OURED CONCRETE POURED CONCRETE ET • OR CONCRETE OR CONCRETE POURED CONCRETE OR OR CONCRETE L BLOCK WALL REQUIRED BLOCK:7WALLREQUIRED REQUIRED CONCRETE BLOCK WALL BLOCK WALL REQUIRED —2 MIN. GLASS EXISTING GLASS EXISTING GLASS EXISTING GLASS t. CONCRETE ANCHOR EXISTING GLASS > -D.C. MIN.SEPARATIM < 2*MIN TO'GLA$S(SEE 14K-SEPARAtICN SCHEDULE ON SHEET MIN,SEPARATION 1711 MIN.SF4ARATION TO fGLASS(SEE TO CLASS M EQ EQ 11 TO GLASS(SEE I I FOR BADE OAND SCHEDULE SHEET I/IB-0-MAX. ON SHEET 19 FOR ON SCHEDLU ON SHEET SCHEDULE ON SHEET 11 FOR a"(I)AM 11 FOR BLADE DSD (6063-T6)CONT.--- MADES 0 9 ON SHEET 19 FOR 11 FOR SILADE ONO ON SHEET IS FOR ALUM,CLOSER mAm 0&9 ON SHEET 19 FOR LOCATE AT, - D EILADEs 0&G) D Bum(D&(9) PLATE. (LOCATE N AT EITHER SIDE MIN g) OF 4O) 46 USE I"OR 2 .F( MAX. 1 2 tllk (AS APPUCABLE).2*.I/8'xD*-2' 1 #10.1/2'S.M.S. ALUMINUM CUP ANGLE 0 16*O.C. (6063-16 ALLOY)AT MIDHEIGHT 0 16'O.C. 4 (1) #100/2"S.M.S.TO @4 4 V (2)1/4-0 TAPCONS ANCHORS TO WALL AT I-D.C. (LOCATE AT SEE DETAIL X FOR] EITHER SIDE OF G)) OR SIDE:CONNECTION (�:DOR &N,., POR 1 OR SEE DETAIL X FOR d1OR TO'TRACKS SEE DETANJL X TO A SIDE CONNECTION a 0- SIDE CONNECTION 10 TRACKS �(049.0-(9)400-@- TO TRACKS END CQNNECTIQNQETA1 END C0NNE9KR_DLT_A1L END CONNECTION DETAIL END CONNECTION DETAIL F, REQUIRED ONLY FOR R SPANS GREATER THAN 12=-Cr /-POURED CONCRETE OR EXISTING 4 • C NCRETE BLOCK WALL GLASS Z—EXISTING GLASS REOCUIRED G)� 7 S:LI MN.SEPARANICt ------- I. T`6 _nCN TO GLASS(SEE J 1@)OR(g)OR(a OR SCHEDULE ON SFZE1 11 FOR BLADEOANO CONCRETE 1/2*MIN- SCiiIDULE CN SE3eE7 OR OR(90R@ r-1 BLADE(DAND @ ON SHEET 19 FOR ANCHOR 0—7� 11 FOR ------ ---- RADES 0&8 12 O.C. ON SHEET 19 FOR 4 CHOR AT CONCRETE' I BLADES 0 OR(p EO 01-1 Fk��) I 4 01C. 1/2 MIN. 4- _KLIN. LF, 1/2" VIEW •2*MIN. I ♦SEE IT ,112*MIN. BLADE 5 eoR &N PLAN DETAIL . OOR IRV. 1. END INSTALLATION, CONCRETE BLOCK WALI. REQUIRED 83 1 HV BLADE ORJ& HV WINDOW. BLADE INTO .0-0 \48, , 'CONCRETE OR CONOETE BLOCK WALL, END CONNECTION DETAI (g5) NECTION DETAI @ 40 FLORIDA BUILDING CODE(Non Nigtt Velocity Hurricane Zone' .............. 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System A.&SAIN RV.MADE#1 W/OR W/0 N.Y.WNDON BLADE AlneriaGn Shutter Systems REV.N. DESCRIPTION DATE, DRAWJ BY. TILLIT TESTING ENGINEERING COMPANY Assoclaflon, Inc. I OLD 15-085, D7/27/17 DATE- 07/N��,7 N.W.36th SL.Ste,305.VRGI*QkqDEM;fL*RVbA 3316 Ph-* (305)871 1530.Fax,:(305)871-f531 4268 Westroods Drive z DRAWING No -_1:VIk_0.q!x_ West Palm Beach, FL 33407 17-107 II WALTER A.TILUT Jr.P.V, f"0` MROA U-_1 44167 g SHEET P.E. S NATURE/DATE 6 10 OF 20 1 SCHEDULE #1 $SHEDULE_#2 C`CHHf DUi E #3 MAXIMUM SHUTTER SPAN* 'L+"OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" ft. FOR INSTALLATIONS W �y1,� OR %-" ft.) FOR INC711gT10CL 1�ND — + ( ). / +yy ( OR "L-" ((t.) INSTALLATIONS sKENTERMATES. & Or�7j or NSTALLATiONS WJ A 1Y 1 CONCRETE & WOOD (1} L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE HV LOCK or 0 or or CENM _ & W/ ONE HV LOCKS MANSORY f�OS171VE AS.Q: DESIGN,PRESSURE RATING. HO LOCK Wf NO LOCKING RODS or ONE HV LOCK oT or L-;MAX-ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTFRMA7� 28(� 29 W ONE. W/ NO LOCKING RODS OR 'W/ NO LOCKING WALL A, B, C. D, E. M, N,.O, P. Q. AS.D. DESIGN PRESSURE RATING: / ® RODS MOUNTING f, K & L R, S, & V. T" LOCK 3O w/TWO LO(©NG (SEE NOTES 1'.1't}f � (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR (VALID FOR MOUNTING RODS 35 TOP & BOTTOM EE SHEET 7) FLOOR/CEIUNG G, H, i,11, J T, U, W'&X WALL MOUNTINGS(TOP/BOTTOM)OR.FLOOR/CEILING lI��rryygg��GG 4 /n� CONCRETE&WOOD MOt1NTING CONCRETE do WOO INSTALLATIONS V CONCRETE & M' NAwuOM ' wuw INSTALLATIONS N A W—M INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, As.a aevaN Aso aEscN AS.a,DMCA DETERMINE MAXIMUM SPAN 2+"FROM SCHEDULE. PRESSURE WALL MOUNTING FLOOR CLTUNC PRfS`JJ3+E WALL MQ1i7tTiNG FLOOR/CE}UNG MOUrawG / RArvw RATING GIVEN A NEGATIVE ASID. DESIGN PRESSURE RATING, PAturo MOUNTING {P.nF.) h (P.�.L) SP.at.) {+ -) FLOOR/CBUNG MpUNBNG {+OR-1 FLOOR ALL MOUNTING DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE {,OR-} nA� L F (6) t-.{ftJ L t (It) L-(fl) l,F AUOCIMUM SHUTTER SPAN "L+"Oft "L- FOR. 30 OR L t6'^0' 16'-0" 16'-O' i6'-O' 30 t6'-D" 16'-0' 30 S6'-O' i6'-G" INSTZ1111ONS IWO WOOD SHALL 9E LIMITED TO, FINAL IM DETERMINED I MUM SALE SPAN IS EQUAL TO THE 105 p6f:AS,D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAR BETWEEN•L+'AND"L-". 35 14'-10' 14'-10' 75'-2` 16'-0" 35 14'-10'. 14'-10" 35' 15•-2" 76'-10" 40 13'^40" 13'-10' 14'-2" 15'-2" 40 13'-i0' t3'-10' 40 54'-2' 15' 2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13•-I" 13'-4" 14'-3" '45 13'-1' 13'-1^ 45 13'-a" 14'.-3' '� HV CORNER CENTERMATE Q3 MAY BE USED AT J#2 COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" i2'-5' 12'-8" 43'-7" 50 12'-5'� 12'-5' --so 12'-3` 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS Wj FLOOR/CFjtING MOUNTINGS: 55 11'-10• 11'-10" 12•-1" 12'-11' 55 11'-ID' 71'-f0' S5 11'-1` ;7'-11' SHALL BE AS INDICATED ON MANDATORY CONDINON FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 ti'-4' 11'-b' ti'-7` 12'-4" 60 tY-4' it'-4" 60 _ 10'-2' 10'-11' NOTE#5, 5. RATING: 65 IO'-10" 10'-10' 11'-L" it'-;1' 65 »-1O'-10" 10'-10" 65 9'-5" 10'-1^ - 4ETERMINE; _ LI+- MAX, SPAN'FOR.WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'---6" 70'-9" 11'-5' 70 10'-b' 1D'-6" 70 _ 8'-9" 9-4' i L2+-MAX, SPAN FOR FLOOR/CEILING MOUNTING 75' 10'-1- 40'-1" 10'-4" 11•-1" 75 10'-1" 10'-1" 75 - 8,-g. 1 EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-i0' 9'-10' 10'-l7" 10'-9' 80 W-.10" 9'-10" SPAN'L+'OR"L AND MAXIMUM A.S.D.DESING FOR A GIVEN NEGATIVE A,S.D. DESIGN PRESSURE 85 9"6' 9'-6•..-9'-9" .10-5� 85 9'-6' 4 5'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-3' 9'-5' 10'-1'_ 90 9'-3• 9'-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING L7-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. -95 9'-0' 8'-9' 9'-2" 9'-16" 95 9'-0" 8'-9" LIMITED TO +54,-72 P.s.f, AND 8'-0" SPAN, SEE L2-. MAX, SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4' 9'-0" 9'-7" 100 8'-9' 8'-4" MOUNTING MU ON SHEET 7. INSTALLATIONS. 105 8'-7' 7-it' 8'-9' 9'-4' 105 W-7• 7'-iz' 110 8'^4' 7'-7` 8'-7" _ 9'-2" 110 8'-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAti IS EQUAL TO THE 115 W-2' 7-3' 8'-4" W-11" iS5 8'-2- r-3^ SEPARATION TO GLASS SCHEDULE 2- MINIMUM BETYtEEN 1t+: "Es+� "L1-"AND 'LZ-" 120 8'-0" 6'-11' W-2" 8'-9" 120 8'-0' 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' G'-8" 8'-0' - 8'-5" 125 7'-10' W-8" ALLOWABLE SPAN AND NEGATIVE A.S.O.DESIGN l30 T-6" 6'-5" T-t0' 8'-f 130 7'-8" 6'-5' WINO ZONE PRESSURE RATING TO DETERMINE MAXIA1l1M ANCHOR MINIMUM SPACING- 1,30 7'-B- 6'-2` T-9" T-9" 135 T-a• 6'-z' SEPARATION 440 T-5' S'-tt' 7•-7^ r-6" ib0 7•-5� s-il• ASTM E-1996 TO GLASS 145. 1'-3" 5'-9" T-5" T-3145 T-3• S'-9" 150 7'-2• 5'-7- 7'-4" 7'-0' 150 7'-2' 5'-7' 155.. 7'-0- W-5`. 7'.-2' 6'-9" 155 7'-0' 5'-5'. 1 THRU 3 160 6'-11" 5'-2" 7'-1• i-7" 160 6'-11' S°-2 1.65 C=IO' T-0" -6'-4" 165 6'-f0" 5-7" 170 fi•_9" 4'-it' 6'-11" 6-2' 170 6'-9" `4'-11." ........175 6'-7" 4'-9• 6'-9' 6'-0"_ 175 G'-7" 4'-9. �I ) H ♦ BLADE . 180 -8" S'-SO" 180 __w__6_ 80 4,_8• IJ/ 185 6'-S• A'-6' 6'-7" 5'-8" 185 6'-5' 4•M6• 190 6'-4' 4'-5` - 6'-6' 5'-6' 190 W-4' 4'-5 795 W-3' 4'-3" 5-5 5'-5' 195 6'-3" 4'-2" 205 6'-1' 4'-t• 6'-3` 5'-1" 205 6•-r FN. FLORIDA,BUILDING CODE(Mon High Velocity Hurricane Zone •1' �� " r CAi.• ��� 92017 TILTECO,INC, 02017 EASTERN METAL SUPPLY,INC. •` \VGt($f�,. BEITTHA H TM AA Accordion Shutter System ■ ■ � w H:v. e(.anE#t w/OR w/o H.v W1NDaN MsnE American Shutter -Systems EV;N DEscRIPnGN DATE DRAWN BY.NImV. L,G. G ,. 716LIT TESTING-& ENGINEERING COMPANY Association, Inc. 4 OLD 15-085 7(27 1 GATE: 07/27/17 (y 14 6JS5 N.W.36M St..Ste 305.MRON ARDEN%FU1RW}3t PNPna:(309)B7I-1530.Fax:(305)871-1631 4268 Westrood"s Drive 2 DRAWING No '( �C►11� a-m h 41t4..Ocot— West Palm Beach, FL 33407 3 17-107 7— O T JDNA..��G'`'1 E8-GM719 4 �! WALTER A 94LUT Jr.P.E. 5 SHEET. ,r'� FLORIDA Lie.1 44167 P.E. 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UM ANCHOR* 9PACING fiml SCHI MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES g D DESIGN AEGAT)<� PRESSURE RATING AND A CORRESPONDING MOUNBNG TYPE FOR CONCRETE OR CONCREff BLOCK INSTALLATIONS (SEE MOUNTINGS E.G,&H ON SHEETS6&7) 1-ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONOREtE/CONCREIE BLOCK POURED CGNORME (A) TO EXISTING POURED CONCRETE (Min.I'C-3 ksf) MA10t1UM @WALL SILL: MOUNTING @CEILING MOUNTING I OH FLOOR MOUNTING - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS'MANUFACTURED BY I.T.W.BUILDEX.(Mm.t,'C=3 Ie,i) (HORS SPACING UPOEND - 1/4"P x.3/4,"ALL POINTS SOUD-SET ANCHORS,AS.DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY,(Mtn, !'c,w.3 RST) SPAN<tt): ,.<ETwN-tBT,MSE Pf6S511RE RMY1G 6EG:TNE.Ri£5AlRE RM01G(pd! O.DESIGN&ZANK PRESSURE RAO#G. ! 1/4'4 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y FLORIDA.TASTENERS DIRECT,INC.(Min.FC-2;ksi) TAPCON 4R 1/4'A 1APPCRt ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW;:BOLT&SPECIALTY 3G .t0 60 75 90 f20 t6p 205 30' 401501.76 '9a'.120 iGp 205 30 4a- 60' 75 :90 t20 160 205 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED:WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8 6 S 14 12 1 to 9 1 8.1 8 1 6,46 14 12 10. a B. 8 6 6 THREADFORM TECHNOLOGY a F6 '6 14 12 10 9 8w 8 6 a 14 12 10 9 8:-B. 6 0: (Min:f'q:= 3 tisi} ALL POINTS SOLID-SET OR.LESS 14. 12 70 9 e'-8 6 6 14 12 10. 9' B .8. 6- 6 14 12 10 9 88 6 5' BLUE TAP W/CAP NOTES: t4. 12 t0 9 8 8 .6 7 t4 12 to 9 Ie 6 6 6- ti' i2 f0 9 6'- a '6 8 A.1)MINIMUM EMBEDMENT INTO POURED.CONCRETE OF'"FAPCON OR TAPCON.WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 74 12' 10 9 e 7 b.5 3.5 14. 12. 10 9 B 8 8 6 14 12 10 -9 8 8. 6. 5 TAPPF,R+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4•-Or U .72 10 9 8 8' 6 6 14 12 t0 9 .8 8 6 6 t4 t2 to 9 8. .6 0 S.5 14 12 40 9 8 e ,b 4- 14 12 to 9 8 e' 6 45 74 l2 10 9' 8, 6 4 3.5 A2) MINIMUM EMBEDMENT OF 7/4'0 z 3/4"ALL POINTS SpUO-SET ANCHORS SHAL.I.BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 L! 8 6 4.5 14 12 10 9 8. 8 6 5,5 14. 12 10- 9 0 8 6 4.5 INTO STUCCO SHALL BE PERIOTYED,.1/4.0-20.S.S.MACHINE SCREW USED SHALL BE 1 1/2`LONG'MINIMUM SHOULD'STUCCO 14.12 t0 '9- 7S 5-3.5 - 14 12' 10 9 8 8 6 5 14 12 10 9 8 7 $4 4 4SEE tur�AONN5 CF:U5G fOR EXIST,.AND 1-MINIMUM FOR WN15 WITH NO STUCCO, 14 12 10 D 8 8 6 6 14. 12 10 9 .8 8 8 5:5 14.-/2 10. 8 .0 8 e.'.4S. Q- ON SMUT 19 5-0' 14 12 10 9: 8 7 4 - IS t2 to 9 "8' 6S 5 3.5 i4 t2 14. 8.8.5 5- 3.5:'3 A3)IN CASE THAT PRECAST STONE,,PRECAST CONCRETE PANELS.,PAVERS OR ANY'VEh'EER-RE FOUND ON THE EXISTING WALL. FLOOR,. a4 'f2 70: 9e 7.5 4.4 r t4 72 10. 9 8 e 6. 4:5 14 12 f0. 9 'e 6 4.5. ,75 ANCItORS S1NA1.1.BE'LONG ENOUGH TO.-REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE.SHALL.BE AS INDICATED ON 14 12 9.5 7.5'6:5 4is - _ 74`12 10: 9 8 7S S:5 4 t4 12- /0 `9 8 fi 4:5 JS NOTES A:1)&A2)ABOVE FOR INNSTTALLATIONS.ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS:ENGINEER FOR 14. t2 .to 9 8 .e" 6- 14. 12 10 9.78 8 6 5 11 12'.f0 9 6.5 S 3S INSTALLATION INTO LTFs 1VtMtM METAL STUDS SEE SHEET 20. 14. 12 10 9-7.5 5:5 3 -� 14' 12 10 8.$ 7�5.5� %. 3 74 12 8 QS 5.5 4 3 _ (B) TO EXISTING CONCRETE BLOCK,(ASTM C-90) t4 '12 -10 9 8 6 - - t4 12 i 9 8•S.5 5 3,75 14 '12 14 8.5 8 5 4 - -.7/4'0 TAPCON OR TAPCON WITH ADVANCEDTHREADFORMTECHNOLOGY ANCHORS,AS'MANUFACTURED BY I,T.W-BUILDEX. 14 12 B 6.5 S:5 3 _ - 14' 12 10 0 B 6.5 4.3 3.$ 14 12 IO tl 7 9 3.5 3 - 1/4'0 x.3/4 ALL POINTS SOUO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7._G4 u-12 'tG 0 8 e - t4 t2 to 9. a 7 5 4 14 12' 10 9 75 S5 4 3 - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT INC. 14. 12 X10 8 8 -4- - 14 M2 8 7:5 6 4.5 3.5 - 74 0.5 7 555 4.5'3.5 - 14 12 I O:8.5 7 4. - - 74 12 10 9 7S 5.5 4 -..:14 12 9 �7 7S 4S = - 114'o TAPPER+ANCHORS AS MANUFACTURED BY POWERS,FASTENERS,INC.,AND DISTRIBUTED BY ALL.POINTS SCREW,BOLT&.SPECIALTY -4 - - 14 12 10. 9. 73. 14 12 g -7 6' 4S -.3" -- COMPANY OR:ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN.SHUTTER SYSTEMS ASSOCIATION,INC. 14 '12..10 9 11 a.5 - 14 12 10 :0' '8 6 4 - 14[7.6 10 a 6S" 5. 3.5 - NOTES: 8•_0> i4. 5.5 3: - i4 12 8 6.5-.SS < 3 - 25 G 5 t 3 9.i}MINIMUM EMBEDMENT-INTO'CONCRETE'BLOCK OF TAPCON.BLUE TAP Wj CAP ANCHORS AND TAPPER+ANCHORS IS 4 1j4'.AND TAPCON 74 12 9S 7.5 -6 - 14 12 9.5 8 6:5 5 - 14': R- 6 6.5 .4. - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'.. /3 9.5 6.5 S 35 - ^ 14 12 f0 B 6.s 5 - 14 .8 1" 5. 4 91-0" 24 12 t0 9 8 - - - 14 t2 t0 9 7.5.45 - - 14 0.5 7 3a3 4 B.2)MINIMUM EMBEDMENT OF i/4"o x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO IR 1L5 4.5 6 4 - 14 11 7 5.S 9 3.3 - 'ii33 4,5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHAD.BE 1 1/2'LONG MINIMUM SHOULD STUCCO. !{-f2' B 6S 4.5 - - 14 72. 8.5 7 5.$ 4 - 14 7 5.5 16 4.5 - EXIST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8.5 5-5 '4 - - - 14 12 9 7 6 4.5 - 14 7 5,5 4:5.3.5 14'.12 10: 9 7S - f4. t2 10. 9. 6:5 5 u-� - 14. B 6: -5 4 - 8.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETE:PANELS,PAVERSORANY VENEER BE FOUND ON THE EXISTING WALL OR MOOR, td 10.5-7 S 3,5 - - - 33 9S.6S 5' 4 3 - 10 5 4 3 - ANCHORS:SHALL BE LONG ENOUGH TO REACH THE MINN STRUCTURE BEHIND SAID WALL FINISHES..ANCHORAGE,SHALL BE AS.INDICATED ON "4 _ NOTES 6,1 &8.2:ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 73 S:S - 14 11S 9 6 5::':4 13 9.5 6 :5 {. 4 ) ) - - i4 t2 8 6.5 5.s :4 - t3.20 65. s :4 3 - - FOR INSTALLATION INTO EIFS.WITH METAL STups SEE:SHEET 20: 14 12 %9 7. 6 4.5 - - 14 10.5 7 55'4.5 3:5 23 9.5. 5 - - 12 9 1 6 4,5-4 3 -- .g 7- aS 3:5 3 - - (C) ANCHORS SH,11L.BE-:INSTALLED'FOLLOWING ALL OF THE RECOmMENDATBUNS AND SPECIFICATIONS'OF THE ANCHOR'S MANUFACTURER. .ti 10 7' - - -- 14 10.5 7 5.514.151- - I1L5&5:53 4.5 3.7$ - - (D) SEE SCHEDULE BELOW,FOR EDGE.DISTANCE.(EDa VERSUS SPACING RELATIONSHIP FOR ANCHORS. 11.3 7.5 6 3 - - 12. 9 6 4:5 4 - i4 6S-53 - - 13 10 6.5 5 4 - EDC DISTANCE VERSUS SPACING SCHEDULE FOR ANCHO,RSj, 3.5 6' 4 3 - - - MAXIMUM:ANCHOR SPACINGS ARE VALID'FOR EDGE DSTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13 9S 6.5 5 4 - - - 10.5-8' 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON.SCHEDULE BY THE FOLLOM14G FACTORS. 14'10:6 7-5.5:4.5 - - - t 1 8:5 55 4.S 3S - - REDUCED.SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ;14.11:5 73 a S - 12 9. 6 4.5 4 - - ^ -. .FACTOR .. 13-0" 70 7.5 5 4 3^ - - -'75 65..4 3 - -ADS TAPPER 12 9 -6 4S'.4 - - - 95 7 5 4 - - - - TAPCON .ALL POINT SET BLUE TPP W/CAP TAPCON WITH.ADVANCE4 8 G - --.11,43 'i3 9.5 es 5- _ _ _ _ os z5 .S 4 - '( v BLADE QR DICTANC£ THREADFORM.TECHNOLOGY MiN..SPACING 14,_0• ti (72 - - - - -.14'tO.S 7 5.5 - _ - 11 8.5 5.5 44 - - - ED. MIN:SPACING;m 3` MIN.SPACING."+3' NiN;SPACING=3 1/Y MIN,SPACING m'3' 3 3/4' 4' W-7S - - - - 9' 7 4.5 3-5 = - 7 -5 3S 3 .- QHV BLAD POURED'CONCRETE& D� � t44iCi�TE gpC1L POURED CONCRETE 4 POURED CONCRETE&FDL6tFD{Ott i7E ODVa?fTE glJO{. 17:5 e - - 71 8 5.5 4.5 - - - 9 6.5 3s - - - CONCRETE BLOCK POU ED.MICRE2''NN Ep.=2 t/2' CON,RETE 6ACK CONCRETE LotOU EDODR I/2' N�RETE 2 1/27 BOK - ,0.5 6 5 - - - BLADE WORKING � a.6 T.a _ _ _ _ _ _ _ 3 1.a 0.90 1 a Das t:a' 4. 18.-0: tB _-B.5 5.5 S4 - - - 6.5 S 3. - _ ,. IN UNI ON �' 2 1/2" ....0.81 1 0 -.._._ _ _ -0:87 .1.0 10 _ 10:5.a 3 .- 83 -6 .a. _ _ ..:. 2. _ 'M71 "' _ 0:51 7, _ _ _ 13 8.5 .5 .. :9 FS 45 - _'.., 1 3/4" - _ ... - 125 93 '.6 - - - - 10 7S _ _ _ 16,-0" a .. - - 7 `45 - - _ - - e e$ q-.- - t 1/2 D ss FLORIDA,BUILDING CODE(Non High VslD,c ty Hurricane Zone ,y}etlt4A4'�. t� tj '" 02017 TILTECO.INC, ®2017 EASTERN:METAL'SUPPLY,:INC: BERTHAF1 VTM Accordion Shutter System 1 L E C.d LNG A.S S.A. KV.BLADE#1 W/OR W/0 H.V:WWOtW WM a'IAYBf(GOt1 Shuffer Systems REV.N DESCRIPTION DATE4 DRAWN 6Y: LC. TIL-IT TESTING & ENGINEERING COMPANY i E355 NW.38h SL,St..305,`ACf1M G RD611:FWMCA 3316AssoO aitt?,n. I(1c. 1 oLD 15-DBs 7j27/T DAM o7fz7j 17 •. -�4- •4�F 4y - Pho.. (305)871-1530..Fox:(305)571-1531' 4268 Westroods Drive 2 DRAWING No t+xDp it, tb a-m p:1'Itec00oM.rom West Palm Beach, FL 33407 3 17-107 *411 S la WALTERB A.TJ, 4ILUT P.E. ••• , i 1 FLORIDA U.1 44167 5 $FLEET 1';E S AT{tf#[ DATE 6 13 OF 20 ING ILE EQ UTTER SPAN, (.S.0 DESIGN NEGAiiVE PRESSURE RATING AND AP CO�ERESP�Q���G�KI�NTI�NCz��E-FGR ANCiRETE OR CONCRETE BLOCKININ,SSTALLOONS POURED CONCRETE - POURED CONCR CONCRETE SLACK ANCHORS $p�CINO L,�GEND NA>o1WM I WAT.K OVER& It TRENCH @j RAINGUARO MOUNTING ©WAL.L/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING QV .... S�rrx Pscssui�me(pit s.a.cMM n'E AIM pK3RW[ulut W, DVZN KWK PtSaa FA= As a,oM NECAM MRg RkMG{yy TAPCON WITH ADVANCED --._ _.. 30 40 60 75 90 120 0b 205 30. 40 60 75: 90 120 760 205 30 40 60 75 90 120 160 205 730 W 60''75 90 120 160 205 THREADFORM TECHNOLOGY 14 12.10 ;6 6 12 -12- 12 12:. 32. !:5 '7 7 ? 7 T--7 S.S':5 5.. 5.- 5 ';S- 5 5.- - ALL POINTS SOLID-:SET 3`_0" 14 12' 10 '>9 8 8 "6 5,12 :12''12 IZ. 12'12 8.S 7' 7 7 7 '7 T 2. 7. 7 5' 5. -5. 5 S 'S- S' S` BLUE TAP RLES9 t4 12' ttl 9 8 ,8 •6- 6 72: 12 12. 12 0.5 8 '6"4S" 7 7 7' 7. 7 '7 7.6.5 5 .5: 5 -5 5.".5 5 5 4+. t2'YO '9 8' 8: 8 6 t2 12 12'72 12 10 7,5 6 '.7 7 7 7 7. .7 7 :7 .S 5 5 5 5 6" 5 5" TAPPER+ 14 ,12 10 9 H. 0 6 6 17.12 72 12 1.5&S d5' S 7 7 T 7. 7 7 55 4 'S .S -.5 5 S. 5 8 4 4,.-0• t+ t2 90 9 9 a 9 6 !2 11 i2. t2 t2.9S 7 5.5 7. 7. :7 7 .7. 7 7-7 5 S S 5 -3 5 51.5 14 xi,- a a' 0 6 12: 12 .12 B.5 a 6.4.5.3.S 7 7. 7 7 7 '7 4.5..:3 S ,5 6 5 5 8 5 5 t4: 8 'a' a 6 12 t2 12 '12. 10 75 5.5:: 4 7- 7' '7 _7' 7-.7 J S-6 5 5 5 S:.6 5 5 5 4 8 8 6 a .t7 12 t2 77 :9 7" '5" 4- .7 "7 ,7 7 '7 54 4 3 5.'5 5. 5. 5 5 4 3 .5,-a' 14 8 8 6 :e 12: 12 12 72 10 7.5 S5 '4 7 .7,-:7 7 7' 7;.7 7 .5. 5 5 :5 5 S: 5.' 5 14. $ H e '6 t2 t2 95 7.5" $ 45 35 7 T 7 7 7" 7 5 3:9 5 5' S :'SS5t4 d '6 6. a 12.;12 12 99. $ a 45. 7 T '7 7 '7 7, S.S 4 5 S 5 5. 3 5'.:5 4 # SEE ANCHOR. 14.1Is 8 5. 16 6 12:12 t.S' 5 7S 5,5.:4 3 7 -7 7. 7 7 4.5 35 "5 5 5 5 5 4.5:3:5 - SPECIFICATIONS' $�-D" 14 122 8 a 0 6 12 12 12 10 H. 6 45 3.5 7 7 7 7 7. -7- 7 7: 5 5 5 5 5. 5 S `5 ON SHEET 13 14 $ 'e 6 fi 12 t2' 8 6 8 4 7 - 7 7 7' 7. 7"5,5 4 5' 5 5 5 5 5 4 3 i+ 6 a 12 t2 i6 8 6:8 ! .75 - Z 7 �T 7:7 6 4.555 5614 8 0 6 '6 12 12' 10. 8 6.5 5 3b - 7 7 '7 6.5 S5 ,4 5 5r- - 7,-O. 14 a 8 6 6 12 12 12 &5 7 5...4 3 77 7 7 7 7 7 6 5. 5 :514 8 8: 6 6. 12 10 65 5 4:5 3 - 77 7 7 CIS, 5 3 5 S5141B 8 :6 6..12. 1Z 85..7:5:5 4 - .7.. 7 7 17 7 S - _ -5 5:.'S 5 5 ;5 4 4 VALID ONLY FOR UP TO +70, -75 1412: to s a. a_6 - 12 12'.85' 7 5.5 4- :3. :7 7 :7 5S 43-'3. - --s 5 5 5 <,s 35 -. - PST'A.S.D DESIGN'.PRESSURE i4 12 f0 9 '8 9 8 - 12. 12 OS 7.5 6 4,5 3,51 7 7 7. 7 7 '.7. 7 4 .5 5 "5 5 5 5 5' .5 R,4TING & FOR SPANS.PER v 14 i2 10 :9. a a 6 -'12 9. -6 4S t. ..3 _4__i7 '.7:.7.'_7 5.5 4 - 5' 5..'5 .b 5' 4...3 _ SCHEDULE #3, SHEET 11 14 12 10 '9 8 8" 6 - 12 .11 7,5': 6 5 75 - 7 7 7 7S 6 4:5 - - 5 5' 5 '5 5 4.5 - 11. 12 tp 9 8 e' - 12757.5 5 S.JS - 7. 7.OS S 4 - 5 S 5 .5 4 3 - - Q,-D. 14 12 '10 4 8 8" - - 12 12 9;5 6.5 35 f 3. - 'T. J 7 7 7" 7 6 3 'S 5 9 5 "5 S 5 5 14 12'10 0 9 8 0,5 6 S 4 3.5:.- - 7 5_. -4 3• - 14 12 /0 4 8 5 - 12 to 6,5, 5 45' - 7. 7 7 65 5.5 14 12 10.' 9 8 8 12- 05:.7 5a'4.5 35 - 7' '7 5.5 4:5 3-5 - - 3"..5 S 44 3,5 :- - - 10'-0"fi 12_10. 9 8-. 0 - 12 T7 9.5. 5' :5 3S - - 7'. 7 7 7 7 7 4.5 - 'S 5 5- .S 5 5 5 4:5 7 4;6 33 3 7. 7.. 5.5:4:5- - - - 5 S 5. `.5'. 4.5 3,5. 14 12..10. 9' e:,a -'12'. '9 6. 5.'.4 - 711 7 7 6 5 -: Sr' 3S' a;5 5 - - 14 t2"-tq- '� $ e - S2 9,5 6 5. 4 3. - 7 7 5 4 3- - - 5 5. 5 4. 35 - 1 T'-0"14 .12 f0 9 d 6 - - 12 10. ? 55.4.5 3.5 - 7 1 7 7 7 7 3.S - 5 5 5. `5 5 5- 5. 4 t4 t2 10 '9 $ 8 - 8.I 8.5 4 3.5.-'3 - 7 5 _� 1 BLADE 0 N LY 14 12 T0' 9 8 H - it 8 55 4 - - - J 7 'J 5.5 4.5. - - 'S 5 5. 'S 43 - 14 12 10 9 8 - - 1.5 85 5,5 a.5:3.5 - - 7 7 45 3.5 - - - - 5 8 4.5 3.5 3 - - 12,-D" 14 t2 10 9 9 '^ t2.'s,5 6,5 5'4 '3 - - 7 '7 7 7 7 -6 3 "-- 5 5 5 "5' 5' S 4,5':3.5 14'12 10 9 e 8 6 4' '3 - 7. 7 55 aS 33 " - - :5 5. 5 1A J - - t4 12 -!0 9" 8 - !0 7.5 5- 4 -? 7 6. 'S - 5 5. .5 5- '4. 14 72 10 9 8 - - 0.8 0 S 4 3.5 - - 7.6.5 4,3 3.5 - -' - -S 5' 4.5 3.5 3 - 33'-O" 4 12 10 '9 e - 1.3$:5 6 4.5 3S 3 - - 7 J 7 7 7"4:5 - - 5 5 'S 5 5 S 4,5 SS '.24 t2-.10 '9 8 '7 SS 3.5 '3 - 7 7.-`5 4 3.- - - - 5 5 "S s. 3 - t4_ '12 i0 9 a - - -: :9 7 4.5 :7S - - 7 :7. 5.5:4.5 - - -` - 5 '.S' 5 4.5 1 4 - - 14'12.-10 9 - - - 10 7.5 5, 4: .31 17':fi 4 3 - '- - b. 5 4 .3 - 14 12. 10- 9 - - - 0.5 $. 5.5. 4..35 - - 7 ?. 7 7 7' 4. - - 5 v5 5".5 5 14'-(1"14 12 le 9 - &5 5 3 - 7 7. 5 3.5 - - - - 5 '5 5 '1 - - - 14 12 40' 9 - 9:5 8.5. 4 7' .7'r:S 4. - - 5: 3 S 4 14 12 10 94.5 J5 ,S - - T S.5'.3.5 - - - 3" 5 3.5 r3 T4_12:12.:.10 r - - 1q. 7.5' 5 4-. 3: - 7 7"?' T 7.35 - :.5" S4 . 14 72../0 - '6 4.6 .3 - 7.:-7..4.5 3 - 9�4.5: 74. 12- TO _ _ _ _. R :6 4 _ _ _ T:::7 S. _ - - 3: 3 5..' T4 ;12"10 - 8.5 6:5 4 35 - : 7 55 3.5 _ _ _ - 5: 3 35) - - 16,-.0"14 12 10: - - 95.'7 4.3 3,5 '3 - 7 7 T 7 6 3' - - :5 5 5' 5. 5 4.S 3.5 14 12.S0 - - 6 kis 3 - - - 1 6S 4 - - - - :6- S 4-I's - - _ ,4 12 ,o. - - - �.5,H:5 7 - - ',� ti = - - - 5 5 45 - - - FLORIDA BUILDING CODE(Nan :High Velocity Hurricane- Zone R,6iL:y'�t.IN •.• 02017 TILTECO,TNG 02017 EASTERN METAL,:SUPPI,Y; INC.' `� �L.T• �tirv,� ,; � A 'BERTHA H TM Accordion Shutter System s I fVVEZ767, C. A■ r...A■ KV..BLADE##1 W/CR W/0 H.V.WNDOW;BtADE AmeriCCt1 ShU 6fi SystemaEV.N DESCRIPTION DATE DRAWNW. Lc. Til LIT TESTING & ENGINEERING COMPANY ASSOCtat(CL74 Inn. t 'OLD t5-085 7/27/2 WA7_ 07/27/17 :'� 44 6355_Nsv.J69.st,sm 395;,vl l"rw00is;riult6n 331 .4288 Westroads Drive 2 phone:(3DS)1171-1530,Fu4 (305)871-1531 DRAWINGNo nngq�� + '((, Dl5' 1:M-0.0-M-0.0- - West Palm Beach, 'EL 33407 r e-ma S�Iv1Y .l.... 4(1 E8-0004719 . 1 7-1 0-7 NALIER A TUIT JY,P.E.. ^+ 1• FLORIDA LIC:1 44167 RE. SEFiC/3I NA�U€tEjDATE; 1:4 OF 0 MAMMUM A D DESIGN PRESSURE RATING (12 s f 7 AND �,'ORRF ESPONQING MAXIMUM ANCHOR SPA tC NG (in,) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN NEGATIVE A D DESICrN PRESSURE RATING AND A CORRESPONOING MOUNTING TYPE (SEE M,OUHDNGS ON SHEETS 16& 17). -=ZZ t__j B T F=;�Z. .T S70 HER 9NE No., SPRUCE PINE - SPRUCE PINE SOUTHERN PINE No..2:W/ MIN. G=0.55. SPRUCE`PINE FIR NORTH SPRUCE PINE FIR SOUTH �1/2" MIN. COX 2 W1L MIN.G-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0,50 W/ MIN. G=0;43 W/ MIN: G=0.36 PLYWOOD 60110!;GA=0.5p W/ W/ MIN, G=0.43 W1 MIN. 6=0.36 SPAN(nWALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0. WALL MOUNTINGS 8.0, WALL MOUNTINGS E,O.WALL MOUNTINGS M, N, O & ft W & X W & k W & X P & Q S S &V S&V 9t9711Et+>•d iR.94tF MRD{f) ¢901 tFxAE Rt39t£sari('#} RiOt lEFAIS PN34FE MRD T SA 650L M4:fi£6t]91E MRL(id} BD71 LEC A RTSNFL Alb rmj 55.B3tN IiLPT F$SRFE BLD;({U) tO7R RTl1t£PFII91f FA2D(w1 MA K_W_A KWA tY X[12 - MNOT W"RiSIXE WN 0 42 amt 10136E r899ii.MW(1:1) 30 40 '60 75 9tl O5 30 4D 80 75. 90 05 30 40 60 75;.0 .5 30 40 60 75 90 05 30 90. 60 75 90 05 30 40 60 A 901 OS 30 40 60 75 90. OS 30 44' 60?5`90 '40' 60 75 90 05 30 40 60 75.94 OS -O'OR- 12 l0 10 9 $: 8 fi 6 6 6- fi 6 12 10. 10 9 8. 8 6_ 6 G 6 '.6 6 12,10 1O 9 8 B 6 G 6.6 6'--6 6 5. fi 4 4- 3 12 12 12 i2 12. 12' 12112 12 12 12,12 I7. 71 12. 12 4':p'�12 ltl 10 9 88` 6 6 6 6, 6. 6 12-10 10 9 8 Bu 6 6. 66 6 6.12 10 i0 9 8 8 8 6 6 8 6 6. 6 5 4 4 4 3. 12 12 12 12 12 12 12 12'12 12 12 12 12 12 12 12 t2 10 t0 9 8 8 6 6 6 6 S 5.5 t2 10 10 9 8 B 6. 6 6 6 6 5 12 10 10 9 8 7 6 8 6 £ 8 5 6 5 4 s 4 3 12 12 12 12 12 12 12 72 12 12 72 12 12 12 12 0.5 6'-0' 12 f0 10 9 8 6.5 6 6 G 6 5.5 4.5 12 70 10 9 8 5 6 b G ,5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 5 5 4 4 3,5 - 12 12 12 12 72 12 12 12 12 12 12 12 12 12. 10 8.5 7•-O• 12 10 10 9 6,5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 t2 12 12 12 12 12 0. 72 12 128'-0" 12 10 10 7.5 4.5 3 6 6 6. 5 4 3.5 12 10 10 63.5 -- 6 6 5 .5 3.5 3 72 f0 10 4 - - 6 8 5 S 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 11 9.5 12 12 1S 9 7.5 6.5 9'-p" 12 10 ip 5 3S - 6 6 5.5 .5 3.5 3 12 10 4 a - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 10. 72 1Z 12 ii. 9.5 8.5 12 12 10 8 6,5 5.5 10'-0".. 12 10 7.5 4 - 6 6 5 4 .3 12 10 6 3 - - 6 6 4 .5 3 12.10 3 - - - 6 6 4 .5 3 6 5 - - - 1.2 12 12 12 1.5 9.5 12 12, 72 0, 8.5 7;5112 12 9 7 5 5. iT'-0" 12. 10 5.5 - - 6 6 4.5- - -- 12 10 4.5- - - 6 5.5 3,5- - - 72 10 - - - - 6 5.5 4- - - 6 5 - - - - 12 12 12 12 10 8.5 f2 12 12 9.$ 8. 7 12 12 8.6.5 S.S 4,5 121-p" 72 10 4.5 - _-. 6 6 4 - - - 12 l0 3:5 T -: 6 8, 3.5- - 12' 10 - - - 6 5 3;5 - -' 6 5 - - 12. 12. 12 1.5 9.& 8 t2 12 II 8.5 7 6. 12 i.5 7.5 6 5 4 1310" 12. 10 - 6 8 12 10 - - - - b' 4,5 - - f2 7.5 - - - 6 4.5 - - 6 4.S - - - 12 72. 12 0. 8.5 7.5 12 12 10 B 65 5:5 12 0.5 7 5.5 4,5 4 14'-0" 12 10' _ - 6 5.5 - 12 7- - - - 5.5 4.5 _- - ^ 12 7 - - - .5 4.5 - - 6 3 - - - - 12 12 92 D.S. 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 12 - - - - 6' "' - - - 12 - - - - - 5 - - - - - ?2 - - - - 5 - - - 8' - - - - 72 12 11 9 LS 5 12 12 8.5 7 6 4 72 9 6 5 4 - i6'_0" 12 - - G - - - - 72 - - - - 5 - - - 11.5- - - - - 5 - - - - 6 - 12 10. 8.5 6.5 4 12 12 8 6.5 5 3 1,58.515.514.513.51- MV BLADE OR HV BLADE W/ tt�lA HV WINDOW BLADE WORKING IN UNISON* •SEE u4}jAnGvs or use FOR OlM- 1�A CM 5.UT 18 ' t NOTESON,.ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL FLOOR OR SOLD W600 SOFFIT SHALL BE AS FOLLOWS: 1 SUBSTRATE SHALL CONSIST OF THE FOLLOWING! -SOUTHERN PGCE N.-2 YY/G-0.53(N.OS) - 1/4"0 TAPCON ANCHORS,AS MANUFACMRED BY I.T.W.OUILDEX W/MINIMUM MDMAIF14T AS INDICATED AT -DOUGLAS FIR W/G=0.50(N.DS.) EACH SECTION ON SHEETS 16&17, -SPRUCE PINE FIR NORTH W/0=0.43(No.S.) STCEP110R:SEE-NOTE 2 BELOW. -SPRUCE PINE RR SOUTH W/G-0.36(H.O.S.) -BON..112-COX PLYWOOD(1986 APA). 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SK41L_CONSIST OF LAG SCREYS A$PER NOS 20$5 SPECIFICATIONS, 4 ANCHORS SHAD.BE INSTALLED;FOLLOWING ALL OF THE RECDAIMENDA71ON5 AND SPECifiCAnON5 OF THE. ANCHOR'S.MANUFACTURER:. FLORIDA BUILDING CODE(Hon_Nigh Velocity Hurricane Zone yf11`+4,tr•• „, " 02017 TIL7EC0,INC. (4 2017 EASTERN METAL SUPPLY, INC. �L '•'�ti ; BERTHA VTM Accordion Shutter System Eco I.. A � A Hv: RAE#1 wl oR w/Q rLv.vww MAX. TAUT TESTING k.ENGINEERING COMPANY American Shutter Systems N. OESCRIPIIOH DATE DRAWN BN LC. ; Assoclotton, Inc. / DLG 1s-pas 7/27/1 DATE- 07/27/17 " k 0JAW N.W.36th.St..Ste.305,MAGI IA GARDENS,FLORIDA 331 ,( h 4268 Westroads Drive 2 L Phone:(305)871-7530.Fa.:(305)871-1531 DRAWING No f& BWest Palm Beach, FL 33407 3wareA.TILLFT P.E. 4i7-107 E. SEAt/3t1�t KMRE/DATE FLORIDAu4!4+107 s SHEET 0 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & 9 HV* BLADES AS APPLICABLE X. SHUTTER S + OR L— FOR iT LLAT O S I O WOOD TH H BLADE LYS LL — WALL FINISH BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING, E SHEET 19 FOR MAXPA & 1/4`o TAPcoN OR A.S.D. DESIGN t UR TNG FOR W BLADE WORKING N ION TAPCON WITH ADVANCED. .�' THREADFORM TECHNOLOGY ;I— tJa'0 TAW OR Y!/�1 1/Y Min. PENETRATION �•'F '- 1 JAPCON WITH ADVANCED THREADFORM TEC14NCLOGY --T------- OF THREADED AREA TO i rW/ t ij2'Min;PENETRATION OF THREADED AREA TO EXISTING �y EXISTING W000 HEADER. "'� " I. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) M7pN p�Ac,S t I I MOR (SEE SCHEDULE ON SHEET IS) 'l ,.l t 7 1/4•q-20x3Ja•SS.MACHINE �,,,SCF¢DIAE OFI ST#LT I- 1 f ' i i (t�7�x r 8 r SCREIVS W/1/4'-2D NUTS ( „FOR av (DANii_ .ON SHEET IB FOR rzOR®. W ,2 D.C. .. 1 oMin. 1 F + ! ! EXISTING E BLADES a) Q) - ± 1 77II GLASS--4 II i (1�.. A ft:: `r WALCiLMTJ 1� I�� {f� � t Y ,,�7N� t! 3PTtONAI ; ;3 ' t i WALL '11 QI I•. +.` � li EXISTING MIN. y '_ FINISH OR 2'x4`WOOD , « — E%TSTINC MIN,, + / .,� 1 y 9 HEADER REQUIRED —O�R O T 2"x4'WOOD I i 4 aTAFC4N OR TAPCON WITH AOYANCED EXISONG 6 MIN SEPARATION +1 III HFA4ER RE441IRE0 r �4I`} } A4 1�1 I' i —Min,PENETRATION ORM COF TECHNOLOGYw/ AREA TO I GI,A55"'"i TO GASS(SEE I I.; �i 4t x xy} 1"t y4 MIH-.SEPARATION TO GLFS$ ! {� k ! EXISTING WOOD HEADER. ti.__ tAE ar' EXISTING 7'�-'— 1 ' I i t ] I. (SEE SCHEDULE ON 51iEEf 15) d 11 FOR BLADE QppID. GLASS--( (5EE SOHEOULE ON SHEE? !1) ! ; t }}l, S ON SHEEP 19 FOR I —I' 244`CANT. SILL -1 BLADES 0 h �... tl PLATE REQ`D. t�N HV WALL HEADER INSTALLATION L 00 by WALL SILL INSTALLATION �HV WALL HEADER INSTALLATION T--- _ ( i t. L� MIN.SEPARATION TO GLASS T EXISTING - MIN-SEPARATION TO GLASS I (SEE SCHEDULE ON SHEET T T)` Gtd55--° EXISTING —(5EE SCHEDULE ON SHEET t1) i EXISTING 2�:4'CONF.-• MIN.SEPARAT70N-TO CLASS I " T GLASS WOOD PLAT£I(SEE SCHEDULE ON SHEET 11) REO'D, c � IMCHMEO'CCRFI'iS..S.. I u "" -,1/4'tl-20x3/4" S. 1 (i _ i USING t ja-24 NUTS ' k ** MACHINE SCREWS WJ 9 12 O.C.—, WALL ' �. ,� 11/4•-20 NUTS D 127 FINISH O.C. _ ir,. �!'! i. 1. i•� { EOR r rj t u _'@ OR r S Z 4R 1$ GI i f 11 i t 1 OR a `,f A 2`x4•CONT 4 " 1.t I , �T-- ILL- WOOD PLATE x S } REO`D. 1`Nin. ,. .{I • 7 Mn —Ii} } lila 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1 \� OR i() THREADFORM TECHNOLOGY W/ T 1/7 2'x4 CONT I I Min.PENETRATION OF THREADED AREA TO 1/4.0 TAPCON OR TAPCON WITH ADVANCER L"} 't "}E -'� f "1 ,SILL PLATE I N EXISTING WOOD HEADER. rte+ .t I i 1/4`a TAPCON OR I44IE: 'RE4`D (L' `It it j THREADFORM TECHNOLOGY W/1/2' +�• +, TAPCON WITH ADVANCED )-SEE SHEET 4 FOR TYPICAL f " t F; 1� (SEE SCHEDULE ON SHEET 15) I, 3% Min.PENETRATION OF THREADED AREA INTO.PLYWOOD J �_ THREADFORM'TECHNOLOGY SHUTTER ASSEMBLY. " R } q } i WALL FINISH ' x_Ih rat (SEE SCHEDULE.ON SHEET 15) EXISTING MIN 2 [ t 2 MtN.CO V! ` .-.- STUDS W 16 O C MAX`; PLYWOOD REO'D: \ / 1 j2 M PENETRATION OF 2-MOUNTING SECTIONS CAN BE !/2'U.N.COX PLYWOOD REO-0. WALL FINI°H--'`i TMftFADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REQ'o.PLYWOOD,TO BE (SEE SCHEDULE ou sitEET 1s) SUIT ANY INSTALLATION. RO HV WALL SIL INSTALLATION ISTING MIN.$'x47 STUDS 0 16`D.C.MAX.REDID. ATTACHED TO STUDS.IN PLYWOOD TO BE.ATTACHED TO 5TUDS JN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B:C- SECTION 230$OF THE Q� HV WALL. SILL INSTALLATION +see D ATIONS Or USE OF ©HV WALL SILL IN IALLATION f g C Ai/Istii BIDE QUA ON sHEEr 1s $. FLORIDA BUILDING CODE{Non !li h Velocity Hurricane tone ttFA1Ai 'R 02017 11LTFL0,INC. (0 2017 EASTERN METAL SUPPLY, INC. ��'�� 'sic �► �f� BERTHA HVTM A S A Accordion Shutter System * L E C O i w c: ■ ■ ■ Kv aAX#t W/OR w/o KV.v�NDOW�aDE American Shutter Systems y EY.H DESCRIPTION DATE PRAWN F3Y: L.C. GI TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I ow is 7127/1 DATE:. 'Q7J27JT7 6534 RW.34tH SL.SW.343,VEketNt4 DFdtDQiS.FLORIDA 331 PNW.:(305)871-1530.rax;(305)871-1531 4268 Westroods Drive z DRAWING N4 pny rx�AA,, �" a—mn1:.tntemO4W.eom West Palm Beach, FL 33407 3 �Z � ••�7iVT.•' LUT % yAAAtit WALTEROn0714r.P.E. l 171 O7 �g P.E15t)R\E�/DATE FI4ROA l c. x4767 6 SHE OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BUME n ONLY SH ALL BE LIMITED 1_0 105.0 f. A.S.D. SIG ESSURE RATINg. SEE SHEET 19 FOR MA WALL FINISH SPAN & DESIGN LOAD FOR )NSTALLATiON LTH BLADE 1 & WORKING IN UNISON ^•EQ-- EQ 2. MIN. 1/4 o TAPCON AD +'x8'(Min.)EXISTING r- - -.._._ 'EDGE{IF APPLICABLE) THAEAD WITH ADVANCED THREADFORM TECHNOLOGY STRUCTURAL BEAM ADEQUACY // r/ l Yr/, T/2' Min:PENETRATION 1 4"m-20x3 4"S.S. OF EXISTING WOOD ? '--.— �' lI OF TNREAOED AREA 70 / / OF E#STINGWOOD BEAM ,• PHILLIPS TRUSS HERO 70 6E CERTIFIED BY EXISTING W000 HrAOFR, Min. MACHINE SCREWS RECtSTERED ENGINEER OR•, „l __ �� - �^"-IXiSTRJG iY00p 1 _ _ ) W 1 4"-20 NUTS ARCHITECT PRIOR TO "-'T—i r _ -"_ i _ (SF.E SCH£ODLE ON SHEET t5 '^'-E4 EL1 L....-.. TRUSSES OR 1.-E Q/12/ SRAFTER 0 24* tiUlTCR INSTALLATION ?/2 1/2 O.C.REQUIRED ( dJltttt f t 4 � I I i" TDR 1 !/+.P TAPCON OR ` . — - "" .EXISTING SOFFIT 1111 TAPCON WITH.ADVANCED "f -' :257' THREADFOR1d TECHNOLOGY , f*` d' '" - 3/4"Max:THK: l Max: Wj 1 1/2"Min.PENLTRATON 7 E4 1/tA 3/4" -I EQ EQ" -, „,_„__,,,,,�1'i4•xl/6”CONT.ALUM.TURF I I OF THREADED AREA T0. �, i S.M.S. (6063-T6 ALLOY)W/ OPTIONAL EXISTING WOOD HEADER. { // 0 6'O,C. (3)5/16"0 LAG SCREWS i0 (SEE SCHEDULE ON SHEEP 15) r� or 13 or 7$ ! 1 Or 13 Or 15 EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT i I EXISTING MIN 2k4" 1 I MIDWIDTH OF EXISTING WOOD t ! MEMBER.(2"Min.NOMINAL EXISIn !lEADfFi RE4'p i _ OPEN HOLE AT EACH WIDTH]Yi/N"0 2'Aiin. i IAN.SEPA.RA ION TO CLASS EXISTING -T STUD TO ACCEPT I PENETRATION OF THREADED ( (SEE SCHEDULE ON SHEET ttj GLASS 5/160 LAG SCREW INSTALLA ONS FOR 72psi L 4 _�..- ^-^ i . AT CENTER OF TUBE, V wix,'as.o. DESIGN LOAD AND HV WALL .HEADER INSTALLATION t S.=10Si ry EXISTING s T S S5(S Y! g'-D-MAX.SPAN.O TF s CLA55= 70 G1.ly(SEE INSTALATION IS ONLY VALID 11 MR 0.KC.0*0 �,'� ((''��� �SUFE 04� FOR WOOD W/MIN.SPECIFIC 7 ON 9EII is RR (DOR�.y ..�11 FOR MADE ORD GRAVITY OF( AS DOUGLAS I 1 I a �SHUT 10 Too FIR OR 1 OR OR EQUAL. PINE No.1, I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2_NOUNTIN9 SECTIONS CAN BE ODUBwEO T'HV ,CEILING iNST�ILLATiO,N IN ANY WAY TO SUIT ANT INSTALIAl10N. (u).HV' CEILING INSTA LA 10 fU55(SEE OR l MIN. MIN:SEPARATION TO GLASS SO4LUE o1 SFCET I x SEPARATION -) ' (SEE SCHEDULE ON SHEET 1'7) DtIS'RTlG. lqy y.EhTt40R i 4g ..,J TO CLASS �T EXISTING GLA55�`'�I g I(SCE SCHEDULE 014 SHEET 11) I I x GLASS '1 I I I ALTERNA �J I E i ANO OR I I EXISTING I 8 I., WALL __ LOCATION I FINISH I{ 1 4'7 O 7 3/0 Y4t WASHER 4'HEX G!'A55--} ({ ) ( .DECK MIN:WOOC J� /".-1 6 + 7 1/'p u ,WASHER HEAP TEN DECK REQUIRED Mm{: ` I 1 OR 2"z6"MIN.WOOD r n. SCREWS W 12"ox {NO FINISH I - DECK REQUIRED(NO _ ALLOYED) 'FINISH ALLOWED) .-.----,�- ...----_ -- �,,-EDGE „ _-----",=""„ --^-_ �- GE OF DECK 'E IF�APPLICASLE —^___�:.Eik' �2. 1 1 OF »��-- DECK IF ��----- � __ IF APPLICABLE ff APPLICABLE ,� _...-. `000' 1 1 t• t/a"m-2Dx3/4"S.S, 1/4"m TAPCON OR PMILUPS TRUSS HEAD , -?...dqt.�,_,.�._.-- --I -- =r 4P '!iI !V TAPCON WITH ADVANCED Mon' MACHINE SCREWS '" 1/4`8 TAPCON 4R TAPCON WITH ADVANCED + { I 2"x4 Co14L }.. THREADPORM TECHNOLOGY YJ/ 1/4'-20 NlJT5 �� _..�,"� THREADFORM TECHNOLOGY W/1 1/2"Nln. -2"MIN.---'-1 1 r I SILL PLATE t W/ 1 1/2"lAin.PENETRATION W 12.O,C, 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM •-2•.MIN. PENETRATION OF THRADED 1 1 REQ D "t "I i OF TH21.1 n.Pi TO TECHNOLOGY Wj i 1/2*Min;PENETRATION 6F THREAQED - AREA TO EXISTING W00J HEADER.(SEE EXISTING-W000HEADER, AREA TO.EXISTING WOOD"HEADER. (SEE SCHEDULE ON SHEEP 15) SCHEDULE.ON SHEET 15) (SEE SCHEDULE ON SHEET ts) u of DSE FOR ( i:tV WALK-OVER f�tSFALLATtON OV HY WALL SHL INSTALLATION wY eo OW ES HV F QL qR I�(STAL TION FLORIDA SUI(DIN6 GQQI Nein High, Velocity Hurricane Zane ++11 r •.••<"'�•.,• A,.�, 02017 1TLTE'CO,INC. 02017 EASTERN METAL SUPPLY, INC. c�Ns � RHA H TM • ` �C C me, ,�.�■ ■S.A■ Accordion Shutter System @ N.V.&AM#1 W/OR W/O RV. NINM MADE 1p American Shutter SystemsEv.N OEscRIP Oli; OATS DRAWN BY-. L.C. 9b TILLIT TESTING k'ENGINEERING COMPANY Assoclatton, Inc. f ow 15-085 7/27/1w1£s 07/27]17 8355 NW,386,St.,SW 305.Y GONIA GARDENS.rLWOA 331 . Pion:(305)871-1530.rm=:(303)871-1531 4268 Westr40ds Drive 2 DRAWING No ,, maO-C0o61}e cmm West Palm Beach, FL 33407 WAL,ER a 71Wi 17 107 FLORIDA U.f 44167 5 SHEET .. P.E. SEAT%SIGNATURE/DATE 6 1 17 OF 20 i END INSTALLATIONS 1 HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'v 1'u,N.WODD SCUDS R€U•D. Y%t'MIN..wow WaOE SfU04.... l < rv� } 1/4h rIFCON / ✓ r' 1' - =as REO'D. G:MPUCADtE) y \ fT-" riV/Iow a S'4C, ± /• ;` :- .�! Ravyam 5. POttJ, Nix 0,- r l WALL f T� EMN G GLASS � E PLYAYIaD IF�T10 i� I.T \1 •:•'7 FYUSH seas Dim41 _Exrmz�' �_ � 4 t--c—"cuss �i if I I \ � E%mwc cuss \� Y8t SD>,WA7KTT i/e•FlYA000-\ � kl I-- � `t1 EO D\t ) sam� iN Ott _1/z osnra�w%,. :nom crc��txT '—- mors 1h'mrt co%. m at iJ18k7`Y•j1L a WALL i[fZR BIDE OtNE 4 ..��wr�s.... S.p0ti15E o!'ifEt Fl:WDM. :.AP2UF CN StkFT a Fl� - (GCD.I-ra) r/2'.M..Cb%, ` 10 f� • � If FW EdALH QINO '1/2 � ; N FOR B"1)" aY%smes�l Pu� a tjz•_ Ts`x ! °NeAnEy's�a aaaw\rq FOR AT SIDE Oki- I gto-1/2'aus. 1z 0�' !__.1 / - ----' �i;,,,:w,'u aQ,°.'[°•.o•_,• _-•— 016 o.C, oia'ac. `6 + (soot-ra.uon.r YonrFnr ,r' T - i 4N13. __- - <iixlr:RPcaa D. —� f 'Q OR�'♦ V y UF.EU L?X F 70CRACKSSEC DEiw4.%FUR OR�.v 10 TRACKS �� - SEF DEUI4%FOR ('d 6 8"ta1. :� t sV"Q 81 •f s ME CQNNECRUN �' �Q^Q.^ �' WE CO."ECT10:1 To TRAGfS TO TRUKs i�O ^t7- LAR d�-Lfi'C^T,,��•�. ID 7 S EU,Cu �•�^i,A,.�s, a"T.fr�•Ls.s Eft CONNECTION DETAIL* END CONNECTION DETAIL (0O END CONN ION DETAIL�} END CONNECTION DETAILC..B� EnSnuc s RCUUR£D Dear�R:mus Gwom TRxm 1z-q- /r-cuss s 1/aro Tu><cN A;•cRoas TJra rn torl glwo z•s.S W!f"1/&W. WJ t 1/2•-k CII,OG. TxsTma GLtSS FENETRARW 13'O.C. 1{Ntwi , E 1Z'OG. '�' { TDi;IMITATiONS OF USE FOR rArc:alvr�Twk �:.p>, i/R•u ' SDFSttE 'T 6uDE lit ON SHEET T 9 ON v =bJ 9f81 19 KR 1/2 MN 1. •� ._ ,,r- lLak7/Ds: . `F{" �.J E..:CROCK)�Ia7 OR T ` l OR ' UN�Gki3'.U5 R f_�Qus.'ttT/ JsVy-.,Vtj°.1.vYi��j^ �t-NJL.flR191 2'w''RvIaD'S'YRM6.a•Wba.aE j a.0•s Vi•J V'h�L••t3s . VIEW WALL WALL Fl6HMAW 6-0*© (]477) �J• (a�1�fi$"` ENID CONNECTION QF-TAIL (0 END CONNECTION DETAIL "12 FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zane " �P�.••':.. /��': 02017 TILTECO,INC. ©2017"'.EASTERN METAL SUPPkY; INC.. \�CLN,f�e SHA �7VTla A.S.S.-A. Accordion Shutter System ? KV. MADE#1 w/OR W/0 KV. WINDOW MADE V* 4' American Shutter System$ ICV.NaDESCRIPTION OAiG BRAWN RY: 4C. TILLIT TESTING k ENGINEERING COMPANY 5555 T W.ism 5:., 1R.as aRSww DaAaE 5.Fermi aIle Association, Inc. r _ OLD 15-085 7127/1DATE: 07/27/17 ;�-=t, Pnona:(305)871 1530 "Fo (305)871-1531 4268 Westroods Oriive s DRAWING No �G,,'" a-mm1 bRoc000W com West Palm Beach, FL 33407 3 fijNAI �N ', se m0571s 17--107 •" WALTCR A TILLIT J P.C. { P-E. S£ALjSIGNATURE/DATE aaRma Co.g 43187 5 SHEET 6 18.0E 20 J�"� r °^3�°�% • GENERAL LIMRAnONS AND CONDITIONS OF USE FOR BERTHA (,)HV RLADIE tz"M WORKING IN IM UNISON WITH1.MAX A.S.O.DESIGN PRESSURE RATING;+110, - 110 p,e.T. 2.MAX.SHUTTF.R'SPAW 96' 3.ALLOWED MOUNTINGS:A.0.G&H ONSHEETS 6,7;AS.WELL AS MOUNTINGS M.0,T.U&W OONt SHEETS 16&17; pRY C EO INNA�SYU E>PoGLOR OPTH P NGL AOUTT.N CASEARE ED WITH I OF OPPOSING RM1yQ YpUT,pS)MUST BE INCLUDED ONLY AT E%rERIOR ACCESS SIDE OF 5. rYP EA END J J J J A (3(A)tLV ) O R BLADE-§L SHALDEA ONLY ALLNGS S O-MA%7 N S EE 5 OPENINGS V. (3'0 HOLES}'FOR 4©PER tADE AT SPACINGS SHOWN ON SHEAT 4. 4 f'� (B)Mw.CLEARANCE FROM Top OR Borrow EDGE of HY WiNoow BLADE AN MA1C.5 WINDOWS J + + 3J OF Y 3'0 HOLE FOR©SHALL BE 12'. ALLOWED AT tN�y °✓, y/ "ATNDOW ffiADE t.0' , (C}FIRST ORBLADE CONING OUT FROM STARTERS AT ENDS MAY BE tN WINDOW BLADE t J t + + en 0 (D)LN WINDOW BLADE BE USED ALTERNATE TO A SOLID tN BLADE 1Q THROUGHOUT SHUTTER'S WI01H. (E)C MATES SHAM ALWAYS BE INSTALLED.ADJACENr TO A SOLID HV o • • J + + t J' E L TAT EITHER SIDE OF THEM. SEE END fsdt (F)POLYCARBONATE HY WINDOW SHALL BE INSTALLED SO TABS FACE CONNECTION _ r rc s THE INTERIOR of THE OPENING 9 NG PROTECTED.NV w CO. MUST 8E CONNE ON SHEETS J + >i $ I. ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSl4 X INC. TO& IB TYP. OS>0 FULL HEIGHT.`�" ag9 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME a 1 4 1I5 BUILDINGABS ON SHEET 15,AS LIMITED 6t SPAN AND DESIGN LOM(SEE NOTES P P a ^ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY j SPAN AND DESIGN LOAD(SEE NOTES 1 &Y ABOVE). �} +t 6.MIWMUM SEPARATION TO GLASS SCHEDULE.PER ASID E-1996: D H I SEETOP&PLAN BO OM REQUIREMENTS) W ng OF, - " ,a.3 "NO ZONE NwiMUM SEFARATION TO GIASS - NUNDED YID - ''I T THRU 3 ELEV TION MN SEPARATION 1O tans EXISTING GLASS ---� SEF SCHEDULE ON SHEET 11 FOR BLADE�(D 4 8.25• —` __.____._ AW ON THIS SHEET FOR StADFS Q&V::.I _____________.____-_1___._______ �_ __=.��_-_ __-________m_._ OR Q TYP.\ fj 4/// 5 ATE Typ, SYIAM RICAL CENTEflMS Wl OR L AND--•----"'� W!O (SE£NOTE A ABOVE) LpIV' \ I 21 � TY('ICAL CL) HV BLADE W(JRKING IN IINISO�J WITH HV WINDOW BLQp�'AA SHUTTER* — 111!'"" FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone 473/�P. '�•' 1/' 02017 TILTECO.INC. ®201.7 EASTERN METAL SUPPLY, INC. SFERTHA HVTM A S +S` A Accordion Shutter System _ IAL E C O IN C. ■ ■' . .: ■ ■ H V. 131"#1'W/OR W/O H.V.W IMOW MADE American Shutter Systems fJ."N afscRiPnoN DATE DRAVIN BY: EC. �I}� ;f�,• s. TILLIT TESTING & ENGINEERING COMPANY ASSO41Otiph> Inc. 1 OLD 15-OBS 71271 DALE: 07/27117 ^� A k ".Ai. 6353 Kw 36th,SL.Ste 306.MROM G.4ftCEN5,fLORAA 3316 .. ' \. `t� Phani (305)071 1530.Fox:(305)871-1531 4268 Westroads drive 2 DRAWING Na it e m I:tT eeadaol.eam West PDim Beach, FL 33407 3 S/OIVAt �ti , EB-D6D670 17-107 t WALTER,&T0.LR J,P.E. FLORIDA Lk.)44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 ut Min.ASTM2A-5'3 GR OED -1 -..VARIES INSTALLATIONS WZ 1 HV BLADE 8c HV CENTERMATES 21 -1 2.000'Max•= MEAL STUDS AT I6E£O.C. 4 "+ Max. 43b INTO METAL STUD WALLS * g4o °a�3• `T— ----- a 6 o.c. 40 41 a'o° W W - --- 1/2" 475' $ * GENERAL CONDITIONS 0 1/4"e, AMINAL ALUMINUM SLEEVE FOR V D AG 0 S 6063-T5 ALLOY E1 3fa'x a 1/4.ba35 iHCK LCR; 43a 430 0 1Z SYSTEM INSTALLATION TO METAL ? WL[, a 'CONT.'CALV.STEEL TRACK CHA _ ! . ASTM A-653'GRADE 40 Min.0-NNEG0L.! T-•-•--•- SEPARATION TO GLASS SCHEDULE � _...—a.6Do• ._ GALVANIZED FASTENED TO STUDS , I,I, w/(2)16.1/2•TEK SCREWS ON ! EXISTING FINISH 3g 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) INTERIOR G EXTERIOR FACE As APPuca6LE N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM SEPARATION ax LENGRI + T MIN.SEPARATION "�' 3. ALLOWED MOUNTING_ MS ON THIS SHEET. ASTM E^1996 TO GLASS EXISTING CLASS--+ TO GLASS n n (SEE SCHEDULE) 4 A 4. ONLY ENTERMATE 21 W 24 HV LOCK ARE ALLOWED I THRU 3 1" 1/4 0-20X3 BOLT MUST PENETRATE 3C 1" 21 ARRANGED A SY METRICAL LAYOUT. ! R USE 1 (2) 35 (6"'LONG, MINIMUM) MUST ALWAYS BE 4 4" t 373" 1 3/4'.6 1/17.0.035'THICK Min.I £xlsnNr,FlNtSH ; t' J a INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF 250" CONT,CALV.STEEL TRACK CH t,-( as APPUCAeLE ! ' CENTERMATE. ARM 6-WO GRADE 40 um.C-60L-"— GALVA1aZFD FASTENED TO STUDS `W/(2)164/2'TEX SCREWS ON i `43c 430 — ID1TI:RIOR.dr EXTER*R FACE i \a 6"oc o 6'O.C. I r 1/4'0-20 THREADS *� BLADE SLACK DETAIL HVF IS ALSO VALID FORI 43 1 a!p EJw0—CBNsmueTioN CENTERMATE 21 APPLICATION WITH B1D LADE PRODUCTS FAB—LOK HD i J2 �1A�A$ 5-9D 1 V,:'.�Aw s 0 6" o.C. COMPONENTS Min.G-60CPLV.STEEL T" .:.:•,I MS WALL HEADS SILL INSTALLAT10 SCALE: 3/8•= }' METAL STUDS AT 16'O.C. Min. ....EXISTING FINISH AS APPLICABLE ` (TYP.TOP BOTTOM) 7 3j4•.-6 1/4'.0.035"O{tCX Min. CONT STEEL _ _ _ _ _ _ _ ,•EXISTING GLASS. -_.•V'.., M1 /CASTM A-66 OWET40 Mi..GCHANNEL. rti ..- ^•L" :' -- I I i `- I j_. W/(�I 16.1 FASTENED SCREWS ON SYMMETRYCAL SYMMETRYCA.� telN.SEPARATION VARIES / ! 43a 43b 43c ! ;•. ! NT�RIOR&EXTERIOR FACE ! ! ! CENTERMATES W ! S CENTERMA S W I I :• TO GLASS 2 TE I-•^ ' (SEE SCHEDULE) Mox. I i 4 11 { ;EX ERIOR ACCESS SIDE: ! {`... .. _INTERIOR ACCESS SIDE ':;j !::;...: ! -- _ _---------- ------ = - ------ -- -------------�— _ -- ----- ---- ----=----------- - �•1, rr11 �T t/.n•� 2}42___ _ 1 G G 1 21 _ Y, `2 1 1 LOCATED AT 12 14V HEAD /. ENDS . VIE Y ` 1^�/ 3 t a (Typ•) 7j "(6*Min.) i 24 SIDE CONNECTION TO TRACK / 6.t/2•(TYPO..».-.. ' 7• I-----"- 7' 6 1/2•MAX:SLACK 1k1K (Cont.) H A flVBVB BLADE SLACK DETAIL HVF H/�C, FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone t1Tb�p3 r�1�f .. 02017 TILTECO,INC. 02017 EASTERN MEFAL SUPPLY, INC. ,t1T.+1P�S p BERTHA NVTM �c r Aas =. S S A Accordion Shutter System H.V .BLADE#1 W CR W/O RV WINDOW RADE // I•� 1 ": TII:LIT TESTING k ENGINEERING COMPANY American butter Systems REV,N DESCRIPTION DATE DRAWN aY L.C. 6355 tui 3601.51.,st 3a6.MRCNtA GARMA,nOROA 3116 Association, Inc. 1 OLD 15-485 7/27/1 ME: 07/27/17 — — Phone:(305)871 1530.Fqx (305)871-1531 4268 Westragds Drive 2 DRAWING No e-maEBDI 6o0aaLcom West Palm Beach, FL 33407 17-107 0. FLORIDA.,'tT".a,,1•`+ �,1t. WALTER A TILLT J,P.C. P.E. SERC12flDATE FLORIDA lic..1 44187 5 SHEET 6 20 of 20 NOTICE OF COMMENCEMENT Permit No. Property Tax ID No. 1312-502-0165-000-6 State of Florida,County of St.Lucie The Undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Legal Description of property and address if available 5615 Sunberry Cir. Fort Pierce, FL 34951 PORTOFINO SHORES-PHASE TWO- (PB 43-33) LOT 415 (OR 3735-1570: 3893-1065) General description of improvements Installation Of Hurricane Shutters Owner/lessee Stolive LLC Address 5615 Sunberry Cir.Fort Pierce, FL 34951 Interest in property: 100% Fee Simple Title holder(if other than owner) F n: Address 0 DVT Hurricane Shutters Inc. 772-794-1581 z Contractor � #Phone Address 3100 N Kings Highway, Fort Pierce, FL 34951 Fax# 772-794-1590 U � o Surety Phone# Lao O o� Address Fax# 0 Amount of Bond W}N w V Z N O Lender Phone# X o ON a o UCA Address Fax# �'w v N,0 WD,Y5 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as pi w�4t m o by Section 713.13(a)7.,Florida Statues: o R_j ix w Name Phone# in LL O tr Address Fax# In addition to himself,owner designates of Phone# Fax# to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CH.713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCMENT. Owner/Lessee,or Owner's or Lessee's Auth ize ff r/Director/PartnerManager/Signature Signatory's Title/Office State of Florida,County of Acknowledged before me this ,day of 20 ,by who is er ouallv known to me or who has produced as identification. z-L'a-- )/iKiCWL S �Uy"P Signature o otary Type or Print Name of Notary (Seal) Title:Notary Public Commission Number oaw,?,',, Vivian Sue Blume COMMISSIUfd#FF225458 EXPIRES' April 29, 2019 WWW.AAitui4NOTARY.COM I