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Home My WebLink AboutProduct Approval y Y. MM��.sie..t Ki � .a�'�e"�U' 4 6;•F aYrQ �� j. �,' .r�s - � ';M 1 i4e,..... .... SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&:Facts Publications.i fBC,Statf 3 SCIS Site Map Lloks Search. l . Product•Approval USER:Public User Product'Approyol Meg:>Proxfutt or Aonfication Seamq>Application:List er Application oaten �- - :RECEIVED FL.# FL389-R9 Application Type Revision nCode Version 2017 21?(8 Application Status ApprovedSTLu , !'einl(�ting Comments ^. �-`� Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emali 4268 Westroads Drive West Palm Beach;FL 33407 (561)209-8263 bfeeley@easterllmetal:com Authorized Signature Bill Feeley lrodrigue'z@eastemrrietal.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 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr,P.E. the EvaluationReport Li i Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute p Quality Assurance Contract Expiration Date 12/31/2018 ry� Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence X389 R9 C COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING,. 17-107 CERTIFICATE OF INDEPENQENCE.PDF 'FL389 It9 COI AMERICAN SHUTTER SYSTEMS,ASSO(;. i. NC,. DRAWING I7-106 CERTIFICATION OF INDEPENDENCE(11,PDF FL389 R9'COI AMERICANSHUTTER SYSTEMS DRAWING-17-108 (ERTIEJCCA 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 FOCIApproval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3=(Non-HVHZ).-Drwg 17- (top and bottom)for storm protection 108 Limits of Use InstallationInstructions Approved for use in HVHZ:No F089 R9 II AMERICAN SHUtTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PD Impact Resistant:Yes Verified By:American Testlab 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 FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o wlndow blade,S'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION RE,PORT.PD„E for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created:by Independent Third Party;Yes for 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. 369.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Znstailationinstruct€ons. Approved'for use in HVHZ:No FI389R9 11 AMERICAN SHHTER.SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-107.' BERTHA HV ACCORDIONS UTTER Impact Resistant:Yes SYSTEM,PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc, Other:Large missile level"b".Max.Span Is i:6'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation.Reports locking rod configuration for HVI blade,8'-0"for+64,- 2-R A gr ICAN SHUTTER SYSTEM ASSOC... 72 p.s.f.A,S.D.load for HV blade for Keystone mountings INC. DRAWING17-107 PRODUCT OF EVALUATION 7'-0"p.s;f,for metals stud mountings and 8'-0"for 110 p.s.f. REPORtPDF for HV1A working,in unison,See sheets 7,li and 20 Created by Independent Third Party:Yes respectively of.installation.drawings for other spans and pressures, 389.3Bertha HV Accordion Shutter- Extrudedaluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-.106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use.in HVHZ:No FL389 R9 12 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 Evaluation,Reports 12,25 and 28 respectively FL38;t'R9 AE AMERICAN'SHUTTER SYSTEMS ASSOC.. INC. DR6WING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes. Back F.R. contact US.':2601 Blair Stone Road;Tallahassee,EL27_399 one:850-487-1824 The:State Of:Flodda Is an AA/EEO employer.Coovrinht 2007-2013 Stare of Fio i�da.::Privpcy Statement::Accessibility Statement;:Refund sratement Under Florida.law,,email addresses are public.records.If youdo not want your a-mail address released in responseto a public-records request,do net send electronic mail to this entity.instead,contact the office:by Phone or bytraditional mail.If you,have any.questions,please,contact$50.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S,must.provide tne.Department-with an emah address if they have one:The emails.provided maybe 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 area licensee under Chapter 455,F.S.,:please click here.' Product Approval Accepts: GENERALNOTES: 1.BERIN-A N.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS.BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6N,EDITIDN)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE,MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION.WHERE SHUTTER WILL TABLE OF :CONTENTS BE INSTALLED WITH A DIRECTIONAUIY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON-SHEETS 11 THIRD 15..19&20. IN ORDERTO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A:S:p.DESIGN WIND LOINS AQi".A-T-: NV_BLADES(1)&' ITA BY MULTIPLYING THEM 13T 0.6 IN ORDER TO COMPARE THESE W/MAX.(&S.D)DESIGN PRESSURE RATINGS.INDICATED ON.SHEETS I1 THRU 15, 19&20, GENERAL NOTES SHEET I IN ORDER TO�VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.,AS TESTED:WERE NOT OVER STRESSED,A 33 2 INCREASE IN,ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR SYSTEM COMPONENTS 1-20- SHEET 2 ANALYSIS.HOWEVER,A.WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEMS ADEQUACY-FOR WIND AND LARGE.MISSILE IMPACT LOAD HAS KEN 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 I 10214.01-03,16715:01-03,$1004.01-05,.81214.01-05,10317.02-06,$0609.01-10 AND 80210.01-11 AS PER TAS-20i,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 aR _HV BLADE j- AND HIV WIND WAL-DE �A AND E-1998 STANDARDS.(MISSILE LEVEL D.WIND ZONES 1, 2&3)&11220.61-10 AS PER TAS.201,203&203 PROTOCOLS LARGE MISSILE. QKk1F$E APPLICABLQ -HV WINDOW BLADE.0.80505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND'ZONES 1,2,3)BASIC PROTECTION ONLY AND.#0723.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE 8 ARE ENGINEERED TO WORK IN UNISON WITH,EACH OTHER UNDER THE GENERAL..LIMTATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3,BERTHA H.Y.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814x2.75"AND.814x1.75 RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS NY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k6i YIELD STRENGTH AND 180 kW TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV-DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS;REGISTERED WITH AMERICAN SHUTTER:SYSTEMS.ASSOCIATION.PINS MUST-BEAR THE HV"KING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD.STFJENGTH FOR.6D63-T6 ALLOY 75 30A kpi AND 35:7 ksi FOR END CONNECTION DETAILS 176,CONCRETE/BLOCK SHEET 10 TR 6075-TS ALLOY. MAXIMUM:SPAN TABLES SHEET i1 ANCHOR.SCHEDULE-CONCRETE&BLOCK SWEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION:RESISTANT COATED CARBON STEEL AS:PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY.W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,oft.AISI 304 OR 316 SERIES:STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 1s 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HY BLADED:12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&0 WORKING IN UNISON: 12; 13& 1S INSTALLATION.DETAILS S-X. WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET EB 8.THIS BERTHA H.Y.ACCORDION.SHUTTER SYSTEM.BEARS A U.S.PATENT 16779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN.WHOLE OR IN PART BY U.S.PATENT 15458,179 ISSUED TO EASTERN METAL.SUPPLY,.INC. AREA 3 Fitt w1N00W BLADE T( ONLY 9.T SHAtt.8E THE RE9PONSIBILIN.Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE:STRUCTURE WHERE SHUTTER IS TO 6E ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU.FASTENING IN CONTINUOUS CONTACT WITH THE BURRING TO PREVENT WIND/RAIN 04TRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNI MUST BEAR.PERMANENT LADEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNiNCS HOME OWNER,TENANT.OR.OTHERS,MUST PROPERLY-CLOSE ALL HV AND HD AREA 4• NV'WINDOW BLADE lid ONLY CENFERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED'ON A READILY M51OLE LOCATION AT.A000RDION 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.LABEUNG TO COMPLY WITH SECTION,1709.9:2 OF THE FLORIDA BUILDING CODE. 12.BERTHA N.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL.COMPLY WITH SPECS INDICATED'IN THIS DRAWING PLUS ANY BUILDING AND ZONING•REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 11(c)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE-INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE 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.E.O.,PROVIDED HE/SHE DOES NOT DEVATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSISIUEY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.M 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(EO.R.)FOR THE PROJECT AND WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF THE PLED:ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PIED.ENGINEER SHALL SUBMIT TO THIS.LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e}ORIGINAL P.ED.SHALL.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zane 1 1 ` L+j'�'+ 02017 RLTECO;,INC. 02017 EASTERN METAL SUPPLY. INC. a �. ... 6..�.�,I BERTHA HVTM y ;�� r /� A + A Accordion Shutter System 4 ��:L 1 E\:V 1 N c. ■ ■ w ■. H.V. MAX#1 w/OR W/O RV W IMIN el11DE •. �+°i'f }`�, ATnerTClan Shutter SYSIPFYIS qrV.N DESCRIPTION. DATE DRAWN BY:. LC. 4u1/TAAA U0.rI/ ♦ TILLIT TESTING $ ENGINEERING COMPANY ct v Association, Inc. 1 OLD'15-0e5 DAV. 07j27/17 ears law,aeG, Ste 30&MRMA (37)t 3316 Pwne (305)871 1590.F..:(305)8)1-1531 4268 Westroods Diive 2 DRAWING NO• �Cs -`�� 111e wAL1Erse ��1gr PE. West Palin•Beach, FL 3340 a 17 #� 7 ,SERt�St�l• 1�MY W4A1aURE/DATE I FLORIDA Uc.1 44167 5 $HEFT P.E. D Y OF 20 YFIDR WDOGw eblAll ns. , VAMES _09 .0 1 HV SOLID BLADE .376 � � 5 Fly 9q`J�SD" T 'RATER 3�}!1/ UNIVERSAL-FLOATER - f GuALED FSR USE w/ COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/HV BLADETT 01{V DIRE T.MOUNT HV B7flLADE6 4A HY WINDOW RLAD6005-T5'ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE (9 ON SHEET 19 6063-T6 ABLADE 12 - LLOY AND TEMPER ,37,V 6063-T5 ALLOY AND TEMPER 1 5�- --; �� - •-r -(TYP.) .670" n� .670' sA 3556' m - -994- I .670 2.W26" o 072 a 842 � o ��• � 879" 2' - o.0 2' Q HV ADJ. A APTER W/LIP 12^ ti 976^ °-- - � 12 1 .26_ '� QUALIFIED FOR USE W/ HV `�)HV WALK—OVER TRACK 6)HV ADJ. FLOOR TRACK BLADE 9T QUAURED FO u E W/ Hv @}9 �iV TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USEV!/HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A TEMPER BI ADE(T ONLY- 1L HV RAINGUARD BLADE i 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U�E YJ/ HV 6063-T6 ALLOY A D TEMPER � xARtEs �- 36' BLADE } I 1315 9 VARIES 1.936' 606'3-76 ALLOY A 0 TEMPER, 1.917' o 6% SI r83' .•093_ .093' r .100 I 60'. aI iy 670.. •,� ..060- '1.—. {.. Zta o ab 6 670 1:666^ �� 670 3 ' 3.5 9' 167 r, 'I1HV CEILWGHEADERt. HV H ADER/SILL 13 HD 0 LING HEADER/SILL QIFIED FOR USE W/ HV BLADE i ONLY, QUALIFIED FOR USE Wj HV,BLADE t�ONLY YY 14 D WALL HEAD p SILL. 6063-T6 ALLO AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1� .kI FniV SEE SECTIONS FOR VALIO SEE SECTIONS FOR VALIDITY- QUALIFIED FOR USE W/ K! 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADECD ONLY. 6063-T6,ALLOY AND TEMPER X_ ( ,. 'COMPONENT A 0 TI 'T2 X Y l `. I Mv. MN.'X Y MN L ' y 2' 2' Oa26" 7" 1- .062" V 2' 5'MAX. 1/6' 1/8' 3' 3' 1009 i 0" 18 2' 5'MAX: 0.192" 0.192' SIDE ANGLES (I CORNER POSTS ALUMINUMANGLES 19 zs" 7'MAX- 0.t6o" 0.190' �a QUAL1ftE0 FOR USE W/ HV UALIFIED FOR USE.v!/ HV BLADE CD QUALIFIED FOK USE W/ HV BLADE Qt .6063-T6 ALLOY AND TEMPER BLADEUI ONLY. 1 2' y'MAX- 0.39** '31' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY-ANDTEMPER I IFLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone . iyt{0�L � 7jr, „� 02017 11LTECO,.INC. X92017 EASTERN METAL SUPPLY, INC. ..CENs. :✓ SER rHA HV., ` FTI L ECOiNc ■S.S.A, Accordion Shutter System AH.v iel:,aoE#t w/OR w/o H.v wnWow RAM 71!!17 TESTING h ENGINEERING COMPANY American Shutter Systems EY•N DEsn"MOw' DATE .DRAWN-6Y, La,Association, Inc. t OLD 15-089 7/27!1 DATE .07/27/17 6755 N.w.3WA S4,St'.306,.4;=tu GMDU4'%nokzt wle Q ",—f s Ph:(3o5)art-1530 F6%:(305)871-1531 4268 Westroods Oriye 2 DRAWING No Mot, '' kA 4, a a.tutaccOa010— West Palm Beach, FL 33407 3 �E '� TY E8-0006719 4 I4 7—t/�-! t V h�'"-••••••j•6� 11t WALTER A.T[WT J,.KF_ V '"t:1 1/ FLoRoA Lk.p 44167 5 SHEEP P.E hT+tJ�E DATE 6 2 Of 20 5 0' err----------��•••. 4.57' o .745" 2:203•. 164; f SJAWt4 THR ATED k,20 o sNG Dutttt 3' .765' ----i )-` tl.,,14_ 7�4'-26^ SS.N.5, eAK[D PNNItA ikRFADED E CAST ( Gp'S4ppo ( .� ; (z 17P.) a I HOU"G ENAMEL 1 �jL: BAKED PNNED x n p,\ EGRESS TURNm m *0 - mo! -NOR, n0 $,� tv ° 75.5' m a, - .318` {aI( BRASS C'riWDER BR)35 CYUNDSR p�2T%w"' P•4},q.P-0, ��"'`-a' &0(CHROME (CHROME PLATED) PLAT 21 HV CENTERMATEe's, 25 m I LOCK QUALIFIED FOR USE W/ HV SLADE & B ONLY 2 HV FLOATING C o •�• �'''--1 HV EGRESS. LOCK 6063-T6 ALLOY AND TEMPER OU RED FOR'USE W/ FIV BLADE U1 & )A ONLY HY CORNER 3:23' 675'i QUALIFIED FQR SE W/ HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER (��L•••--------- CENTER BLADEQ& ONLY. BLADE.I,& ('ONLY. QUALIFIED FOR USE W/ HV BLADE U1.:ONLY 250"O.D. 516. 2. 4` 6663-T6 ALLOY AND TEMPER. P(AS4C NERD 'oma , N•--5 MOLDED RQ 79' T73'.- g; 0 1 2 {n :360"AFTER RIVETING 000' 0 9 m P n 825` c ° o BEFORE RMc'RNC s, M 1/4"0-20 x 3/4" I >� " S. THUMBSCREW 1/4"{d-20 RIVHUT* m 'tS£RIES 4444 ALUMINUM{2026-T3 ALLOY}LARGE RANGE.T1NRi .?54_..--y m {.--•xo-•-•--I _ 822" SHEET NUTSERT,PART P.0820.AS MANUFACTURED 6Y AVDEL PLAN FRONT ELEVATION (J# HV MALE "T" LOCK Cf E MATE 4569• CHERRY TE%fORN.PAR5IPPFNY.NEW JERSEY tr7654 OR EQUAL 2� -OCKKER FOR "T" LDCK CENTERMATE QUALIFIED FOR USE'.W/ HV BCAOE 1)ONLY 29,1 HV FEMALE "T" LOCK CENTERMATE HV "L" LOCK HV ACTERISIXTIV LOCK QUALIFIED FOR.USE Wj HV BLAQE(i�ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE CI)ONLY W/W BLADE G ONLY. BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- 1917 {�^ 1-.9177'''-'`17 d CYLINDER OR J 214 -+� .0�... •06 2Ta' �� 6, f KEY CYLINDER in 0.875'Min,. c n ,s ��r �+ O, n• � 1 31 CENTERMATE W O WOKING110A CENTERMATE W ROD w e o 4UALIFIED FOR USE W/ HV BLADE T& A QUALIFIED.FOR USE W/ HV BLADE.1 &QJA t, - 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER lNsgpT $ o VAR1Es. 12'MIN. .QUALIFIED FOR USE Wj HV BLADE. 1 & Al $f4'6-20'S5.OR 3J6b-4a t: 0' 6463^76 ALLOY AND TEMPER - _•_�TTIUMBTURN ACETAL 1NUMR5_CRLYS, 1/2' CYLINDER (SFE DET NLS) DO _ OR KEY 115 ivi I 1.57 in. CYLINDER ,t- LOCKING R00L1 '� L.,37s-o ...,, t(4•P � HO LOCK.. QUALIFIED FOR USE Wj HV BLEB " -( HV 1 /$." Q)--20.. AISI 3104. BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 E100K BOLT LOCK. 6063-T6 ALLOY AND TEMPER J.l...'3J$ �"'�s AC AI- `y,�.' � •5 INSTALLATION WILL REQUIRE A 7/46" HOLE THUMBSCREWS ERIES S.S,, THUMBSCREWS. QUALIFIED FOR USE.W/ HV BLADE08i iJ. DiiILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADE O QUALIFIED FOR USE Wj HV BLADE 1rFLORIDA BUILDING CODE(Hon Nigh Velocity HUTricone Zone ttE((I�,t YAP/4. i�„�- o2DT7 TILTECD.INC. C�'1,2017 EASTERN METAL SUPPLY. INC.. _. c Fro A Accordion Shutter System 1 L E C 4 rINC. ■ . ■ . KV.,BLADE#t w/DR W10 Ky.Wry 6IADE 7l d"!•" � 7 American Shutter SystemaLv.'e DE5CRIP(DN DATC DRAWN BY, L c. * TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-OBS 7/27/1 DATE; 07/27/17 'a STA ! esu WW.sau.sc:su 30s.waxaA ON Dos PLDRO 331" 4268 Westroods Drive 2 �p ,tt Pwe:(305)871-1530.Foe:(305)871-1531 DRAWING No iC ' URlD� (` tt .64: West West Palm Beach, FL 33407 3 17-107 ` �7 •_.,(A(y .• to t DD06714 4 1 J� 1 EET 1YALTER k TILLIT J/.P.E. s•....• EtE FLORNA Uo.9 44167 s SHEET f 20' P.E SEIAFIsRSWf 'Rey&TE SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV (�A ' 3/8" 41 (� tz MIN. kNCE dD I To DtADE _ oszs ©j HV BLADE T E 1Q 0075 . 3 = HV.WINDOW BtAIDE .D&25- gPcsmM x-z .0625 .,0625' HV BLADE 1A HV LONG RECESSED NYLON RUSHING I - s KNUCKLE i BLADS 'm aPENI .0625. X - 39 ° °U tm) o.oszs' I HV SHORT RECESSED NYLON BUSHING 'Cw\II .. HV NYLON HAT WASHER (DOR (0 N i t uT aoRnaN n Rt'ls f/ j jSO' 41 HV WHEEL; CARRIAGE AISI 302-303 SERIES I' (� `= a 4 I: lµ�f X jl�cz/s?s0' X 0.870"x3/16"THICK NYLON WHEEL " i I 'rJ NI 2 7ja"MM: 'NV wrNDOW 0.188'0 AISI 302 SERIES S.S. RIVETS 315�m 1 SEPARATION a3.0 I BETb'EEN .0625'--.0625" .5-7500• HV 1 3/4"ACCORDION PIN W/ #8 HEAD � EXTERIOR al OPENINGS ON CENTERS 1 y V �. HV 2 3/4" ACCORDION PIN W/ #8 HEAD 2 1/� 41 47�"�:.� CLEAR F"J(i;tA�DrRPDiNATiON 1 I t4d POLYCARBONATE IMPACT RESISTANT HV WINDOW i i- r BETKE TYPICAL HU WINDOW BLADE AND E 39 = z 3 T POLYCARBONATE HV WINDOW DETAIL _ (DOR 0 ��Q or � n Nzs' [SEE NOTE FOR I I /} q^,N iiEQUIREMENTS) 1 ! OR `:7 ak POLnARBONATE IMPACT RESISTANT Hy WINDOW- I i BAYER MAKROLON 3103 POLYCARBONATE i RESINS, UV-STABILIZED GRADE OR SA©IC �TO.61".000 CE INNOVATIVE PLASTIC LEXAN 103 RESiN * 11 Wil Ii lJt OR"Q I ~M-- L (SEE NOTE "F"'ON SHEET 19). (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR 40 I=' N �r BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV OR lit i ? EXTERIORPOLYCARBONATE SOURCES FOR 4 HV BLADE. C�L S�U �ER AS$EMBIY r " ' `i /,-�� , fYRCA4 PR0PaN1E5 STANDV50 mu swC wc.mbl• N..S. } HY PIN CJ OR©AT FOVIO E (2) HV PIN (9 MAY BE USED iN LIEU OF (g AND ONLY AT EXTERIOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D co.a24" (IN NATE #FOR WE=CWTV ASN 0792 Mm wr' 0.%3.1 BLADE WHEN CORRESPONDING TO INSTALLATION "I1 SHEET 7. 04s yr 3 REGtiLRELaENTs) t'r s>AasTi1 ASMI R.... 'qtxp P. 7Yr?. RLNNL STRENGTH AT.ran AM 0790. 12500 PIA. 13.400 PJB. (3) HV'PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER Q i ' ttuuau 000mus Arn 1090 340,000 p>1, 345:000 Poi SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8y I` I �D¢01), ASiM 0250 18 n-rot, 17 Fr-tot. SHEET I HEEL CARRIAGE D AIL + PAW C F eU AsiM Dieu 475 z ss:s z Mu N.s. ARs M LY LAYOUT PAW ar DuavOw AM o09 ID4 'F 99 cuss " .Star tONtD6N AST"05929 -1010'r 960'F ASTM'0155 7059.E st;04 M 07ER"MFA7tiEYfi,'0 ASTM 038 .9302-"'d's e840 1 ' HV BLADE SOLID "& (/ HV WINDOW BLADE DETAILS 7FNSU s,�61 w�A71� A=sm 6451 P..1 9880 P FLORIDA:BUILDING CODE(Hon Nl9n Velocity Hurricane Zone ' 02017 EAtT RN METAL SUPPLY, INC. . ✓ ©211LTEC0,INC.C:AGEN -BERTHA H TA 1 L E C O rN c. A. ■A■ Accordion Shutter System. H.V. BLADE#1 W/O2 W/O KV.WINIM BLADE z American Shutter Systems TILLIT TESTING 1< ENGINEERING COMPANY LY.N DESORIPiiOffi DATE DRAWN 6Y: LC. ty Association Inc. 7 OLD 15-085 7jz7j1 DATE: o7/27/17 Q r� Ir, tGr 0355 trw.300 S1,Ste 305.MR=-VA CARDOM,PLCPffi 331 4268 WesfTOads Drive s Phone:(305)871-1530.roc '(sDs}e7t-1501 DRAWING No SsfOiVAE EL6 ,<< —mal:U7laca000.c0m West Palm Beach, FL 33407Ea— a -f .AA�111/Illt WALTER A.TmTKUTi Ji:P.E. 7-1 j n.ORJDA ur.B 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE s 4"a 20 {�• �. NOTES ON EIV LACKS AND CNTERMATES• A e c c p N s" T u ��• �� 1, MANDATORY CONDITION.it:ONE HV LOCK 65 or @ SHALL BE USED AT'1/2 OF SHUTTER SPAN FOR ANY SPAN. Q�1 OR 12'ABOVE OR EI II 2 OF SHUTTER SPAN FOR SPANS.UP TO 405',ANO'FORE tNSTA ii4N5 AT ANY ELEVATION.HV LOCK or MAY'BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To GR�' CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FAT HEAD.S.S.'KS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. O0A�09 2,j}EIIq jli IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO TTY LOCKS ",lQ Oft Q,§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES OR®SHALL BE AS INDICATED ON NOTE (1)ABOVE. LOCA N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. H _ ry Ic UgcD'W/�yq_,}ty..LQG.:..):.LOCKING RODS ARE NOT REQUIRED AT.' URRICANE�POSITI.ON, BUf�MAY iII1IF II ° 4 5 t6oR00a(S4" ' BE USED IF-DESIRED TO ENHANCE SHUTTER PGRFflRMANCE LOCKING BOOS OR AN ALTERNATIVE DEVICE. n li MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4 Maurm�Y CONDITION i2:ONE HV LOCK BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALI ATIONS AT ANY ELEVATION, HV LOCK I .or Q HALL BE USED AS AN OUTSIDE OR INSIDE LOCK, I ATTACHED TO 0 CORNER CENTERMATE W%(2) 1/40-20 x 1/2'LONG FLAT HEAD S.& M.S.TWO COCKING RODS AES ABS II AT TOP.& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. +toc-ate MAXIMUM SHUTTER SPAN SHALL HE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. d lgJ S 5 •ONE ALTERNATE KV LOCK, MAY BE USED IN UEU OF HV LOCK 20 Or �^FOR ANY SPAN AND ANSI LAnONSAT ANY ELEVATION.ALI NATE LOCK®MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT � i � OF 1/4'0-20x3/4'S.S.THUMBSCREW TO QI OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. 2 3 HOO»Irvo g RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i � $E,`" "V LOCKS AT 1/3 OF SHUTTER SPAN. o 6.MANOATORY CONDITION 43 FOR KEYSTONE M0,11 <IjG INS1NIATIONS, ONE HV LOCK e or 3`or SHALL BE USED AT 1/2 OF"SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 86'..ANDFORINSTALLATIONS AT ANY ELEVATION.HV LOCK I&or @ or @ MAY BE USED AS AN INSIDE OR �I OUTSIDE:LOCK,ATTACHED TO @ or g SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LANG RAT HEAD S:S, SEE END M.S. LOCATIONOF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING";ROIDS 9 W/ CONNECTION , j- OR @"TOP'AND BOTTOM IS COMPLETELY MANDATORY. DETAILS.ON TYP % SHEETS,10 It ( - "T" LOCRMA- *NOTES-ON HV 7 TS GFULHE 1. 9 1 VAUD Ot,,;(Y FOR HV'r LOCK 0 AND CEINEERNIAMES a AND CENTERMATE ONE ALTERNATE HV-r LOCK 0 MAY BE INSTALLED IN UEU OF HV LOCKS 03 OR FOR ANY SPAN AND ®mQ ,T�1LJ' ® T +�-.laxi I ALtAnON AT ANY ELEVATION,ALTERNfsTE LQC,pJAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT LJ 07 OF LOCK @ INCLUDES USING REINFOR,C�IN.G LOCK �7,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST.BE CONNECTED TO CENTERMATES @ AND`E?W/ 1/4'4-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32 WINGNUT OR 8 0+ -@-07 I Q prt MAXIMUM ABOVE ANO a OWIMIOSP�AN.'U EOOF TWO LOCK NG RODS @ TOP:AND 8'RfVNUT. LOCK MAYB8 TOMT ALLED IS MANADATOIDRY. OR 12' t�$j«. 3}aR t�s.13 ml.;;s,+.Q�Q• *NOTES ON HD. LACK$ &"CE► E(3MATESN y HD rvvr Wl HD OExtERMA77'S l3 OR 32 WL�3TS:ONE ALTERNATE ND LOCK(D MAYBE USED IN UEU OF TYPICAL t 1) HV BLADE SHUTTER ELEVATION ITV LOCKS OR W FOR ANY sPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LACK(D4 MAY BE USED As AN INSIDE OR OUTS@ LOCK,ATTACHMENT OF MO LOCK 7O IS W/3 Is x 3/6"F.H_SSM.S..AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS"HDB- AND HDC-HVC.SHEET 10.:LOCK MAY BE:INSTALLED AT MIDSPAN.OR 12"MAXIMUM BELOW OR ABOVE MOSPAN,USE OF LOCKING RODS g,IS"COMPLETELY OPTIONAL FLORIDA UI IN on High velocity Hurricane ona It, \. / ©2017 TILTECO,INC. ' Q` .T++! (D 2017 EASTERN METAL SUPPLY,INC. �tCENgF .,4e BERTHA HVTM ASST fi L E C O N . Accordion Shutter System N,v BLADE#i w%OR w/O H.v Wrnow HAJE / 1 �r; �� American Shutter Systems .N DESCRIPTION OA7E DRAW'sri 1_C. �;� r TILLIT TESTING &ENGINEERING COMPANY F Q to 6355 mw.361h sp,sIa xis..imNw c,woO+s,Ewan..331 ABSOCiat�On, �nC. 1. OLD t5-OBS 7Jz7/y nATE: .07/27/17 Pnate:(3057671 1530.Faw:{305)671-1531 4288 Wesfraads Drive x DRAWING No •, ',' Q:.01,..vwWgw West Palm Beach. FL 33407 3 s/ANAL E��;I+1111, WALIV AO .TIILLUT J,.P.E. 17-107 FLORIDA Ua.y 4+167 5 SHEET P.E. SRE/DATE 6 5 OF 20 -CONCRETE ANCHORS.. POURED CONCRETE POURED (SEE SCHEDULE ON OR.CONCRETE BLOCK POURED - CONCRETE. SHEET 13) REQUIRED CONCRETE ANCHORS M/ACTiINE SCREWS 4'0-20x e S. CONCRETE REO lliREO I�-,„,-_ Fay Ef r / (SEE SCHEDULE ON W/ 1/4'-20 R£QUiREO r I., f.. CONCRETE ANCHORS / f Q 18_ A�L�57nv[(SEE 9MKT c &0N SHEET s) r. / / ' SHEET/3). NUTS�12"O.C. r' (SE'E.SCHEDULE ON.SHEET Taj f j 1. I/ r f r =4 1.' + r / -- i 2 oR t.4 r r' Mini 1/4`0-20x3/+'Ss. ' Min. r EO EO_ us, INC SCREW'S' ti _ EO ED .. T,-�—L'`-�"' _ JO.AL USMG 1/4'-2G NUTS � ___ )9db 12`a.C,.i/2T ORt 3Da J .250'Mow./ } 250' E r .250"Mat: E.^ t, M .1 tOPT . �..OPTIOPIALfi� f MIN.SEPARATION TO GLASS I }' h t R um ; i i OR 1�A~ fl EXISTING—1 --'(SEE SCHEDUL> ON SHEET 11) EXISTING. I N SHMTY 1 FOR I MIN.SEPARATION TO GLASS ' - SS GtA55--� EXISTING -(SEE SCHEDULE ON SHEET 11) I I GLASS'- O HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION B 'HV WALL HEADER INSTALLATION + KEYSTONE i--•—• MIN.sEPARAT+ON Ta CLASS ,r EICISTG`� -"'` krt gpepmpl t - '� �_--.--T-- I I I I 1 EXISTING �'�(SEE SCHEDULE ON SHEET TI) t �. 10 GLM(SFS 1 I i. OR 1(- MIN,SEPARATION TO CLASS I GLASS i sotau ON 1m 3 `(SEE SCHEDULE ON SHEET 11)FUR RAPE I I. aCtACFs@& rr EXISTING i I j rr f'" 111—OPTIONAL 1/4'Max. OPTIONALy�£D!r,% �r ( �I - Mdx. 15 E.0.• _ ("r r' Jn rf ;•1. f T2 OR`4 EO E N WPSOTRUSS HEAD L` / .' MACHINE SCREWS USING t—.--Lh---z lf4"d-20x314'S.S.PHILLPS �yOftTB r l CONCRETE SCHEDULE ON T SS HEM.MACHINE SCREWS —CONCRETE ANCHORS / r / �-:r f 1/4'-2O NUTS 0 12'OC. (SEE f 1I4"-20 NIRS(9 12'O.C. r lF1 / r �. POURED CONCRETE SHEET 13) .�µ (SEE SCHEDULE ON SHEET 13) '% f f'f ' Min. POURED CONCRETE J��!!!( ! ,t/ OR CONCRETE BLOCK OR CONCRETE BLOCK I--y ,QSINCRETE ANCHORS REOIIIRED WALL REQUIRED () HV WALL SILL INSTALLATION (SEE SCHEDULE ON �H V WALL SILL INSTALLAADON POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED L f HV WALL SILL. INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION BLADE W/ T-SEE SHEET 4 FOR TYPICAL'SHUTTER. �'E.D._EDGE DISTANCE ♦SEE LIMITATIONS OF.USE FOR �. ,H:Y 4J LA D L. ASSEMBLY (SEE SPECIFICATIONS ON SHEET 1.3) BIAD£ 1A ON SHEET 18 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION: Ilf ty ,T► A j/ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zona ••T/�-` 02017 TILTECO.INC. &X2017 EASTERN METSUPPLY, INC. 4 BERTHATM 7 Accordion Shutter System t� Eco1. . A.Si►.S.A. • , H,v etanE#i w/OR W/O H.V.WINDOW BLADE @'e` American Shutter Systema REV.fu DESCRIPTION... DATE DRAWN BY: L.C. T(LU7 TESTING d( ENGINEERING COMPANY . A 21/1• 'TL 4�w AsSOclatlon, Inc. I OLD 15-085 1 DATE: 07/27/17 .$755 N.W.35M St.Sw 36.4.Mlrh GARDENS,FLOROA 33t6 Entre:(365)871-1530,rat:(305)871-1531 4288 Westraads Drive. 2 .- DRAWING Na 1 a-m'1:.t1LecdOaoLeoro West Palm Beach, FL 33407 3 S�QNRL-N�,'.1'"' EB-0006718 17-107 'yrwfrfYllN,r• ,WALTER A.TILUT Jr,P.E. yI FLORIDA U.1 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE B fi 8F 20 CONCRETE ANCHORSPOURED k ' t ` OR ETE (SEE SCHEDULE ON SHEET 13) ,0Q=(SM ® EXCISLTAINSG eECONQRED l � , i, • i .' �ii ('5M•�I/s lt/ SIIF APPUBLE EXS71NG aEDGE OF 419 / t ei 1i Sr. GLASS- AL7fNATEXISTING OCATOR G LOINV r / toxs 4 HEX WASH HEAD EK CR2' .C.3 5 , .f. . { �+ t. //f.•;,t'}r l'!r ff,x/rt��''a�„t r%r>f .' 'EDGE OF RETE ANCHORS 8f LAA IF SCHEDUOr APPLICABLE 13) SECE E7 / fCODE OF EXISTING F EDGE OF—. % f /- ' } GLASS.—I SLAB IF 12 EDGE OF IAPPLICABLE APPLi 'LA,IF _ r { _ APPLICABLE POURED. FLAT,HEAD CONCRETE ANCHORS POURER E.D. CONCRETE: L 9fET 'POURED •�% •t'.y f .`��r✓,+'f%i/�rt >�'tf CONCRETE REOUiRED. (SEE SCHEDULE:ON SHEET 14) -i„raR arae Q3au '' I aN w Is POW i t OR @*CONCRETE "'�� REOUIRED - FLAT HEAD CONCRETE-ANCHORS. 1 D/dlr45meeQSl { REQUIRED 0.* D.* .(SEE SCHEDULE ON SHEET 14) 11' TRENCH INSTALLATION. VALID ONLY FOR UP TO 120, -75 PSF A.S.D. 0I HV WALK—OVER.INSTALLATION. DESIGN PRESSURE RATING &FOR SPANS PER (B HV FLOOR INSTALLATION t SCHEDULE#s, SHEET Ta GCS HV CEILING INSTALLATION EXtSDNC ,ur:sPAw,rx+ `- SPE O CONCRETE ANCHORS t �"— SHEET 1HEDULE'.dN7 1/4•d W MILTn THE}M W/ gaEr iUO�+lE,OSTING---j EXISTING — iEWMCAI7GY DR t/4'0 POWVG I t/4' EXISTINGCLASS a uui.senYNiwx to ars' . CUSSFAS1101M TNi+ERf a1G+IXRr w/ MAX, .GLASS—i ^^45ai SG`.-u On5l42Tt11 t NNSt%RMat ta.265 i 314'ITN.E3JaCCUaMO Ort ius sew c a q °B0C F a AM Lr�,ww 1I/� T G-D"LP Td 8'-d'Lti7C 71'PLYSEM NT AT EVERT'FASfLNOi HFA7 t ,"� >` - (Trn:).< c t oN ,.,,.. ,/ytili i,S R LDaTATtU 3f8 s'LWX. OR t:5Q4WASHER4 HEAD fCONT..SEwurt--^yij' �-TEK SCREWS0 12 dC 14x.7 4 HEX HEADt 3�8 r I: / iTET(SCREWS®•9`O.C: - �. 914X.5/4 SDs,- f r i t I I t 4" t 1 �tt�14-c- VURS 4 { OR 1/4.0-20 5.5.,M.S. i. CONCRETE ANCHORS 3j / t r i t f i, t fD:9'0.G Max. {•N• /f'. O 17.D.C. W/NUT®.9.O.C, i (SEE SCHEDULE ON it L 1/2 t r fff�f. .. —I SHEET t4) f t '>^f W WALL TRW (D STRUGRRt73, ,_ - 1 / // > 2.00 . SEELLL TRIM.(DECORA'dV< / i -T 7 ON 78 1�2n .1 / :` 'r i-t:7 R t 8. i T ;E.p. SLAB IOF f r�l`t' $14x3/4'F.H.S.DS. MIN —POURED CO CRETE /i _ /t' 0 9'O.0 ,(- , 7/8`�'> t 7/b• ' /n`f APPLICABLE i CONCRETE ANCHORS "- "'" RMURED EE NOTE 13(0) k _s POURS CONCRETE (SEESCHECULE ON ON'SHEET 1 -SEE NOTE,� ) POURED'CONCRETE .ON SHEET'1' f rf r ROR EQUIRE CONCRETE BLOCK SHEET 1.4)- OR CONCRETE BLOCK REQUIRED Q hIE: QUNTING INSTALCATION OPTIONAL POURED MAXIMW A5.0.OFSK.M pRESSURC+6+.-72 psi CONCRETE WV WALL FLOOR INSTALLATION HV WALL WALK—OVER INS LA(,�TION L ku"SIw=srAN W-d- REOtt1RFD _ d HV RAINGUARD INSTALLATION f 11M D F ,COM91 gnQN-OF$ECi10N`;: * —•�� REMOVABLE WHEN PERFORMED C O.v EOOE ULSTANGE ADJACENT TO AN,OPE1tABLE ES¢T. SEE UMAI�TyATLONS OF USE FOR . T SEEr SHEET 4 FOR TYPICAL SHUTTER (SEE.SPEClFICATIONS ON SHEET 13} OR ENTRANCE BLARE&ON.SHEET�,9 � INSTALLATION DETAILS W f..-� HV BLADE ASSEMBLY NNYWYTreLN"EJ tR AIAAOSUT ANY INSTAMFLORIDA BUILDING CODE Nan High. Velocity Hurricane Zone 02017'1RTECO,.iNC. &72017 EASTERN lAETAL SUPPLY, INC. SF",� - B RTT1f f 0. " s A + A Accordion Shutter System s i iaLx i E C'O i N c. ■ ■ ■ w M.RAM t w/as w/o KV.WNnaw American Shutter Systems TILLIT'TESTING& ENGINEERING COMPANY Inc. EY.: DE615-'085_37/27/17 5-'08 'DATE. DRAWN 0 LC. ��`Ir` •! �Q' a A36001GttOR. 6t - OLp t5-005 7127/1 DATE: 07/27/77 STSs M.W.asD sL St..3056 vs awa GumdLs,llaimA sal 4268 Westroads.Drive 2 � x-t Pnona:(3D5)971-,530..Fax:.(305)071-1531 DRAWING Nd 'ONAL C�� iLLL ,a-mmE tilt aLcam West Palm Beach, 3340? '3 VV _6r'T+rN1t WALTER A.T�ILLITtJJr.P.r- 4 P.E. SEAt/SIGNATURE/DATE noROA La,!.44187 6 SHEET F 2d S .SEE NOTES ON LOCKING RODS D Q `� INSTALLATIONS W,/�1�HV H 1N S. o, AND ALTERNATE ttV LOCK�GN SHEET S. OUT s" I N l-E%ISTI 0 CLASS **BLME STACK..HVr is VAUD FOR ALL BLADE W v CENTERMATES CENTERIANIES APPLK:AAON WITH BIAOE(} Q,��a¢ 6�•Oona 1'0 •t!cx OR SEE fND WALL CQNN CTION Tp,1Q°R 1�7•:©�+/�,•,(�� ExIsTrNc cuss bETAILS ON SHEETS fO 00 Q,Q z'x2'xrta'xo'-2 1 j Q* 1$at t�'9.�3 at,9t� 7 t/4' 7' a 1!2' 7• (saea-Te ALLOY)ALUM• OPPOSING SYMMETRYCAL ANGtE W/(2).1/4"0 TAPCON ANCHORS To CONCRETE GEM ER ATE. CENTERMATES MIN.SEPARATION ( T O P /BottoM} , g1ox3/4•s.Ms:® 12' W HV aK W 25 Isee sGLAS LE (a)g10:T/2'S.M.s.io TUB E O.C.,Ftltt LENGHT. W Y L 4 Or 1 �cT ON SHEET it) AT EACH ANGLE {iYP}. \ * * IN llI .7 J { I `�� I � � � �* �•y LO \0 / %� i V(D L — our 1-iVC HVA HV.B , ox aA $* 7 $ R10- 3� POURED CONCRETE OR © Q EXISTING.GLASS' F CONCRETE BLOCK WAW 6�,0] - on • 7�• I ) (Q..@on©.:�nT�e�oR �— I REOU EO ExrGnNc� "I SYMMETRICAL IN '©�'�'�'®°° .ApIN.sEPtanaN-- rcLAss T� r. °"Q �1 s• �LExisTB+ L�,�f�� CENTERMATES T E J �' g TO GLASS cJ A �' J GLASS l:/ * X01 (5EE SCHEDULEHV lQ_ CK1 t maw} t,J oN sHEErMINnON1g��. �j,g� oR(SULE GPT[QNAt. ON SHEET 11) (INTERIOR) — _..—.-._ --_ i OL)T r:- CONCRETE'` r ,wC1,ORS — -- tc * a is act,' VARIES rr" r•HS 90' 1 * °Y (50C? OUT 5 1/2'MAX.SLACK r ' * (EXTERIOR) WEHVF** INIVpUT pFLORIDA.BUILDING CODE(Non Nigh, Velocity Hurricane Zone _ 'tRi�1 �P •.n rA1pA ��=_ 02017 TILTECO.INC. .. 02017EASTERN METAL ERTHASUPPL�TM. . �,LV GtVVC A � S A Il. ;EC O �N . Accordion Shutter System ■ ■ H v. MADE w/OR W/O KV.WINDON BLADE It� : TIWT TESTING& ENGINEERING COMPANY American Shutter $y3t®tY19 EV.N DESCRIPTION DATE' DRAIN BY L.D. Association Inc. - , OLD 15-065 ?/27/1 DANE 07/27/17 BSssNN xA SL.So Nos x ucrows rLDRa istc 4268 Westroods Drive 2 1 Phone;(305)871-1530.Fox.,(305)871-1531 DRAWING NO n//��ii=t••JL•4^' .I:t1t_.00W c. West Palm Beach,. FL 33407 s .T('�7 �/l7TYI14 WALTER A.OMBR1 Jr.P.E. 4. 1 7—'1 O/ `'�[ril//l/P FLORIDA Uc.¢A4)a7 B SHEET P.E. SEAL�S{GNATtiZE/DATE B 8 .OF 20 ALTERNATE INSTALLATION WZHV " " LOCK 0 V MALE/FEMALE "T' LOCKS CENTERMATES 68) 9 & LOCKERS it W V BLADE spr rND CONNECTION DETAILS ON chi sHErm to& is INSTALLATIQNM HV BLADE 0 '1��°�° '' HD CENTERMATES OUT {i4 I OLAOEOs.K OETA4 MS,INDCATED ON SKET 0. --�=� I - ws'Wa.L AS UNIVEIrM FLOARNG BLADE t,SJ.00TAL 100-14x0. (} INDUTEG ON TM Sum.NAY o£USED WRH T.-S ALnRWI i �a�w^^'•Ow`"' • .°" ms TION-0RNL MA o rN.tws EEr.. F,„�u� WAIL NECTION ! -ta•®O1�`�wQ+LN°A OETAfIS.QIf SHEEtS'to is 0. tsD63r wS ANG,/nAb2)r 4".VWOOH eie• calam L T-`-y--_-_ (OPTIONAL) tDPRON- (INP) - YM 5@NUTpN �( t 30 HV "T" PINS(TIP:) 7 J�4. nus MP.) j s 5 I is sc,m" 5 3' LOCK (INSIDE) 1 - I A6Hm o �e" a1e 1-0 N21115 OUT 31 oaf JJ 3 3!ox 3© 31 oa 3? 31 oa 2 35 - 2 1/4" 0-^20 x 1' 1/2" S.S.M.S. 4 �" * (OPDONN.) $.SEE uDTE s FOR RV LOCx®. * W/ 7/8"0 x 3/32" WfNGNUT, (opwan) DB-HVB o-UT HDC -HVC '1"LOCK;ON SHEET 5. SYMMETRICAL HD CENTERMATES SY M TRIC LOCO Q/_TER A ES (O HV "T LOCK (OUTSIDE) 2�6 F�VCa,* LOCK (EXT ERLQE�. K� 'I',S UES 944L ALUUPtLU (2024-T3 ALLOY)LARGE.FLANGE THIN TSEw�m®•U7 w®n,((0•�+A SKEET NURT.PMT/.0020.. 10•�w�'�`/'•l'y 0° AS MMUFAMM BY APEL CHERRY �'•J MaORN,PARWPENV.NEW JERSEY ®:.�.�w®•�]•®w 07054,OR EOLIPL •,-•,3 —•�_ - (D *SEE hOM M LOOONO PWS(D @ NO p LOOIOI ON SHT3 5 ..,.__ �k*LWM1E85 L FLOATIW RADEGri7A2 HDD WO IS W.ID FOR ALL CaOMINIM MPLGT.00 W GLADE(E7 HDD—HVOsa FIDATING :STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .V .............. �~ - 02017.EASTERN METAL SUPPLY, INC. L 1Ur AE 02017 71LTECO,INC. BERTH M 0 4 �L A + A Accordion Shutter System 1 L G C'V I N c: A�I ►■ ■ ■ KV.BLADE#1 W/OR W/O RV.WINDOW BADE . : TILLIT TESTING di ENGINEERING COMPANY American Shutter SystetYls EV.w DESCRIPTION. DATE DRAWN'BY' LC. �,0: �•'•/Q". A Associotion, Inc. 1 Om 15-oas: 7/2711DAM 07727/17 +�F 14 6J55 fm OStH:st_st.305..VMWA OFD"nmmw 3116 opt, '' Ph".:(305)871-13x0.Pa.:(306)871-1531 4268 Westroods Drive z DRAWING No .... '•`p 1 r .k 01-0-I.— West Palm Beach, .FL 33407 3 -•ms's/�LYli 4'�C+Y,E1t�T E8-WO671$ 4 17-107 �F�Vr IA WAL14 A MUr Jr.P.E. Y� FLORIDA UC.It 44167 P.E. SEAL/$tGNAiURE/DATE e SHEET OF 20 - - - POURED CONCRETE ._ OURED CONCRETEi (",+ t F POUCON CONCRETE _ POURED CONCRETE-OR. �, r 1/ / /t - OR CONCRETE _ OR CONCRETE `r OR CONCRETE - ! \ : CONCRETE BLOCK WALL r BLOCK WALL REQUIRED ,f r._ f BLOCK WALL REOUIRED r,� / -BLOCK WALL REQUIRED REQUIRED t f t _ .. � �`r / .EXISTING GLASS r /'- ( //��'''E%15T1NG GLASS f EXtStiNG•GtJSS �S `. ^` ,`` •'"! l / s, r'�J ,` 2 MtN. EXISTING GLASS CONCRETE ANCHOR' ,? �'"' f '[ ) / _J ..,. y fr=' a.��{ j 0 16 D.C. r, »L — 1). �r� r Matt SEPM,n7tCN i� _ - / 2'JMfN.,' ,; TO CLASS(SEE lr' r .� taN..SfP1MA1'ION I 1 !; I O +bN.SEPA4ATQN a �r J - SCHEDULE ON SI-ME r TQ.GSEPA ll� ,ri e E ld,N.S1:PN?AAIXi EQ"Y� EQ 10 CitSS{5£E f ,,, t t FOR.SLADE(DAARt Sptr'DW,J:CA1- ELT t /` i i' u TO GLASS(SrE # j SOEOIL.E ON,S+frk-f 1/16'x3 MAX. ON SHEET t9 FOR / r r SCHEDULE ON StM,ET t I �! 11 FOR 9.ADE.(DAND (6063-T6)CONT., MADES_(DB 11 FOR RADE OR '� f)2' f ON SFkEBLADE t 59 FOR (LOCATE AT ON SHEET 19 FOR ALUM.CLOSER t ! `. 1FsO&� )----� eLAlzEsp I EunD6 m�Q :PLATE. (LOCATE11/2'EtTH SIDE AT EITHER SIDEOF 4U) •R USE t"OR 2'MAX. 1/2"MIN. Atoxi®z6s:o c. ( - �, AL ArUM CUP.hcz'a:t8°xo•-2'1Dx1/2"S.M.S. -��va.nna ^ ALUMINUM CLIP ANGLEO.C. •" ¢ {6063-T6 ALLOY)AT hd14HEiGNT , . '•� (2)1/4'9 TAPCONS.ANCHORS TO' 4 ��••••/// WALL AT 1'p C (LOCATE AT 5 SEE DETAIL X FO EITHER.SIDE of Q') OR 1 I SIDE CONNECTION 1 O.OR SEE DETAIL X FOR 1 OR �' TO TRACKSSIDE CONNECTION "t0:•®°1 SEE DETAIL X FO SDE CONNECTION 4 °"�^'6«T a 8' t0•��* TO TRACKS a w 6 T u 8 f •� iD•® O1TO TRACKS�� ,+� A� ©'.TOti1 ,a :�o�. ©:0.0 ID-0''1. - ®•Oj •0°'�:NZ-)1,l'9'0'. Oy•.®a©:0ga®•0j a ®'®°'V'•'L:J"V.®°" END CONNECTION DETAIL 3 END CONNECTION DETAIL j) ND CONNECTION DETAIL I END.CON ECTIO DETAIL �D ,J REOUIREO'ONLY FOR SPANS GREATER THAN 12•-0" r-POURED CONCRETE OR FCONCRErE CONCRETE BLOCKWAIL EXtBTINGL4E%1ST1NG GLASS ! Gti155f REGl11RED NJN S(3�ARA71(Fl. 1/z SS M.S''TO CLASS(SEE iri6 d:C: MIN.SEPAFATON I+/ _._ r'SCtaJUUULE ON SFEEI +' TO GLASS(SEEti FOR BADE©MO CONCRETE ` t/2'MIN_19-fOR ANCHOR 0 'f r 11 FORQOR(.Yi OR'I OR')f2"O.C, I ON SHEET 19 FOR �-rr t :J� .EO �. rJ: 0ADfi5 Q1�Qf} --- - OR 1 1 1/2-;MIN. _ EO: 2MIN, - —.e^.. OR$ OR EOR / + .r !{2"MIN [ 4 SEE UMTfAT10NS OF USE FOR ' f-t ETt4DE t®ON SHEET tS �OR@OR 1�OR 1�ORg S.l —*_.L ft } � OPLAN . tU` OR DETAIL X POURED CONCRETE Oft 1.. @�©•C?�O�y, Eta•®„�•�,,. .�„ END ,INSTALLATION CONCRETE BLOCK WALL ' 1p �a�.�l':/. 4 7 a 6 7 REQUIRED C7 O O O ®a (1 HV BLADE OR (� HV WINDOW BLADE INTO CONCRETE' OR CONCRETE BLOCK WALL. D CONNECTION DETAIL O ®�® fi �C Qa , CTIO 6 ,r. @ 4� FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone •...Er. 92017 TLTECO.INC.✓M1 042017 EASTERN METAL SUPPLY, INC. �••.. BERT Ate# TM E C O i Nc. A.S.S.A. Accordion Shutter System i L Rv.: LADE#1 W/OR WO H,V.W IMON BLADE -o d' American Shatter Systems Ly.H aFscRlPna+ oAld 4RAN+13Y: 1-C ff r/TFf(jy v TICCIT TESTING & ENGINEERING CGMPA,NY /y \ A930GIattA1!!,. Inc. t 'OLD,15-055 /17/1 DATE: 07/27/17- V Ir• :-6354 N.'/t.36th St.,Stn,306.VMAhu GARM4.n,*RCA,3316 4, 4268 Wesf[p4ds Drive z Pune:(705)671-1530,rG,:(705)871-133.1 DRAWING No yt+J ••••••'�� f+�� a 1�Ut—ft.Lmm West Palm Beoch. FL 33407 a 17-107 �j y ++ EB-00MI2 4 °�b• r+ wAL1ER A TICK Jr.KE. 'rrsgrr'rrrrr�' ..FLORIDA U./44167 5 SHEET P.E. SEAL/,SIGNATURE/1}AiE 6 i0 OF 20 SCHEDULE #1 SCHEDULE #2 5 H D LE #3 (ft,)MAXIMUMR NA ItTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" INSTALLATION 7PROCEDURE . FOR INSTALONSrW/ OR -L-" (ft.) FOR O R' "L-" (ft.):INSTALLATIONS �"9'�N" _ �j or Or INSTALLATIONS Wf. ly - .CONCRETE & WOOD XIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or 0 or Or & W/ ONE HV LOCKS MANSORY A.S.D. DESIGN PRESSURE RATING, HD LOCK (9 W/ NO LOCKING RODS. or ONE NV LOCK -•or I&or - LLOWABLE SPAN FOR.A GIVEN NEGATIVE CENTERMA 28 29 W/ ONE W/ N0 LOCKING RODS ® OR W/ Nd LOCKING WALL A. B, C. d; E, M, N,.O; P. 0, IGN PRESSURE RATING. ® ODS MOUNTING F, K& L R. S, &V. ( ".T" LOCK 30 W/TWO LOOK NG (SEE.NOTES T,1'1) ((rgi,)0 FOR MOUNTING Q - DURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM EE SHEET 7) FLOOR/CEILING G,H, 1, It,J T; U, W& X NTINGS(TOP/BOTTOM)OR FLOOR/CDLNG: 11,JIrrl!��Ir,,.}�� 0/� CONCRETE-"'CO. MOUNTING CON"I,C+TaO INSTALLATIONS V CONCRETE & 1-0 13.DEM ND DESMN A. Muww GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A PRE SLscN - ASD:SM � AAD,PRE DDSId, INSTALLATIONS IZ DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE, PRESSURE WALL MOUNTING FLOOR/CEILING ,>"O Wsii.MOUNTING f'� nooR/cLtuNG MOOUMNO GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, . (a.a�d MOUNTING Lp..Q FLOOR/COLING MOUNTING (p.-0 OR •„�� DETERMINE MAXIMUM-SPAN-L-'FROM SCHEDULE. (+on-) (+QR-) FLOORIWALL'MWNRNG i iTft) -(6 L,+ (fl). L-(0) L F (B) L.-IN L+ (11) L-(B) V MAXIMUM SHUTTER SPAN 'L+'OR�L--'FOR 30-0R L i6'-0 16'r4° 16'-0" !6'-O" 30 16'-0- 16'-O' 30 t6'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMfT )TD. FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL.TO THE 105 psf.A.S.O,DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN'L+'AND'L-' 35 14'^10" 14'-10" i5'-2' 16'-Q. 35 14'-10' 14'-10" 35 t5'-2" tB'-TO- r� 40 -.13'-10" 13'-10' 14'-2• 15'-r 40 i3'-70" i3'-to" 40 14'-2' 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1 13'=1' T3'^<" 14'-3 45. 13'-1' 13'-1 45� 13'»4" 14'-3' .'r HV.00RNER CENTERMATE 83 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL.MOUNTINGS 50 1215 12'-5" 12'-8' i3'-7' 50 12'-5' 12'-5' SO 72'-3' 13'-i' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FCOGRjCE UPtG MOUNTINGS: 55 11'-10' 11'-10" 12'-i' 12"^il' 55 11"-10" 11'-1p" 55t l'-1' 11'-71' 5HALL BE A5 INDICATED ON MANDATORY.CONDITION#2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 it'-4` 11'-4" 11'-7' 12'-4" 60 it'-4' 11`-4" 60 HS-2' 10'-11' NOTE 5,SHEET 5. RATING: 65 10'-10" 10"-f0" IV-1' 11'-I1" B5. 10" 10" 10'-10- 65 9`-8" 10'-I' DETERMINE _ _ Lt+-MAX- SPAN FOR WALL MOUNTING.INSTALLATIONS. 76 40'-6' 10'-6' 10`-9" 11'-5' 70 10`-6' 10'-B' 70 8'-9 9-4' - - L2+-_MAX. SPAN FOR FLOOR/CEILING MOUNTING '-1' 75 10 10'-1` 1G`»4' 11'-1- 75 10'-1" 10'-i" 73 8'-9' 1 L y4.EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, 80 9'-10' "9--t0' io-0- Io,-9' -80 9'-.10 9'-10- SPAN"L+'OR'L-*AND MAXIMUM AS:D.OESING FOR A'GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 W-6' 9'»6- 9'-9' 10-5 $5 9'-6' 0'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING 90 9'-3' 9'-3' 9'-5- TD`-1' 90 9'-3' 9'-3' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, 95 9'-0' 8'-9' 9'-2" 9'-10' 95 9'-0' 8'=9" LIMITED TO +64,-72 p.s.0 AND 8'-0" SPAN, SEE L2-. MAX;.SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4• 9'-0- W-7'- 100 8'-9' 8'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 W-7' 7*-11": W-9" 9'-4- 105 W-T 7'-11` 110 _ 8'-4' 7'-7' 8'-T 9'-2' LID 8°-4' T-7- FINAL"MUM ALLOWABLE SPAN IS'EQUAL TO THE 115 a'-2- 7'-3" W-4 8'-1T- 115 $'-2" 7'-3 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN'Lt+'". R2+'.'Lt- AND"Lz 1.20- W-O' 6'-T1- 1 8`-2` 8'-9' 120 W-G' 6'-1.1" (4) GO T0:ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 .7'-lo' 6-8' 8:-0' 8`-5' 125 7'-10' 6`+8' ALLOWABLE"SPAN AND.NEGATNE A.S.D.0 13p V-8" 6,_5" 7,_10" 8'-1" 130 MINIMUM. PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR' 135 7'-7' s'-z' r-9' 7'-9- 135 _ 6'-z" WIND ZONE SEPARATION 140 7'-6' 5'-!r 7'-r I.-6' 140 7'-5" W-11" ASTM E-1996 145 7-3' W-9' 7'-5' 7-3- 145 7'-3' V-9' TO GLASS 150 7'-2" -5'-7' 7'-4' 7'-0' - 150. 11-2• 5'-7' 155 7'-0' 5'-5- T-2" W-9' 155 7•-Cr W-5` 1 7HRU 3 1" _160 6'-11' 5'-2" 7-i' 6'-7' TEO 6'-11' W-2- 165 6--10' S-i' 7'-0' V-4' 465. 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UM rfl I tin I qCHFntJLF R A GIVEN MAX. SHUTTER SPAN, '�k SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED•CONCRETE OR CONCRETE BLOCK SUBSTRATES e„C0 i'NEGm�PRERF RATING MIDA CORRESPO�tGINC;mo,....NG TYPE FOR CONCRETE OR WNCAFTE BLOCK INS<11A17GNS {SEE MOUNTINGS E.G.k N ON SHEETS a-k 7) t.PNCHORS 70 SUBSTRATE SMALL$E.AS FOLLOWS: Pbunw.CONCRI E/OONCiETE BIAIX .. POURED CONCRCTE (A) TO EXISTING POURED CONCRETE:(Min. Pc-3 ksT) I4AKOAIN SPARII WALT SRL MOUNTING Q'CEiUNG MOUNTING �FLOOR,MOUNTING -1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS'MANUFACTURED BY I:T.W BUiT9EX.{6din,f c=3,ici) 1. ANCHORS SPACING LEGEND - 1/4'0 x 3/4*ALL POINTS.SOLID-SE.T ANCHORS.AS DISTRIBUTED-BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY,(MTB.1'c m 7'.ks� (� [14 .OLSK41 NfGUh£: 4E(WL1O .DFSIOT SWAIM F 71-12051210 4TN0: OEM tECA1NE.PRIMSURE ROM - 1/4'0 SLUE FAP CONCRETE'ANCHORS W/CAP AS MANUFACTURED:BY FLORIDA FASTENERS DIRECT.INC.(Min.Fc TAPCON.OR - 1/4'S TAPPER+ANCHORS AS IA4NUFACTURED BY POWERS FASTENERS,INC.,.AND DISTRIBUTED BY ALL POINTS SCREW,SOLT do SPECIALTY 40 60'.75 96 120 160 205-:30- 40 60 7s'1502 720 160 205 30 46 601751.901120 160 205- TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED'OR-AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 1 t0: :.a a 6 5.5 1 12 '10 9 e. a a. .6 14 1a 10 8 a. '8 -6 6 THREADFORM TECHNOLOGY (wn.pc..>3 W). :3'-0' 12 10: a 8 8 a 6 14 12 10 9 8 6 8 6 i4 12 10 9 8":O' 'fi 8 ALL POINTS SOLID-SET OR 12 10 9a 8, 6 8 14 12 f0. B 0 8. 6� 6 14 1Z 10 9 8' 8 6 S BINE TAP W/CAF NOTES: 12':10 :9 8 8 6 7 14 12'-10. 9 8 8-"6 6 14. 12 10 9. 8. 8 '6 6 AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF•TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS'AND TAPPER+ 12' 10 9 9, 7 5.5 3.5 14 12'10 9 0 O 6- 6 14 12 10 9 a 8 6. S: TAPPER+ ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2.4._R. t2 14 .9 8'..8 .6 8 14 12, 10. 9 8. 8" 6 6 14f2 14 B $ $ :O S5. t2 10 9 8 8 6 4 14 12 '10" 9 8 8. 6. 4.5 14. 12 10 9- e. 5 a 3S A:2)MINIMUM EMBEDMENT'OF'1/4`0 x 3/4'ALL.POINTS SOLID-SET ANCHORS SH18L BE 7/8-WO THE.POURED CONCRETE, NO,EMBEDMENT 12 10 9 8 8 6'-4S 14 X12 70 '9 a $. 6 'SS "14' 12 10 9 a a 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20ff SS_MACHINE sOFEW-USED SMALL BE 1 1/2'LONG MININUM'SHOULD STUCCO 12 10 '9- 7.5 SA 3.5 - 14 T2 10 9 886514 t2 19 "9 It 7 SS 4 451E ttl 4TMT1S.Of:I15E.FOR EXIST,AND 1'MINIMUM:FORWALLS WITH NO STUCCO: 12 f0 9 6 8 6" 6 14 12 10 9 8. a 6 &5 14' 12. 10. 9 8 a 6t9'5-0 t2 i0 9::U 7 4.: 14 12.:10 9 8: 6S. ;5" 3S 14 12110 8 85. 5-.3S' 3 -" A3)IN CASE'THAT PRECAST STONE,.PRECAST"CONCRETE PANELS.PAVERS OR ANY VENEER"BE FOUND ON THE EXISTING WALL OR FLOOR; .14.:12 to: 9 0 7.S 4.5� 14 12 10.'9 a 8 6 4A 14 12. 10 9 8 5 4.5: .75 ANCHORS SMALL BE..LONG ENOUGH 1D-REACH THE MAN STRUCTURE'BEHIND SAID WALL.FINISHES.ANCHORAGE'SHALL BE AS INDICATED ON 14.12 9.5 7.5 B.S 4.5.' t4't2 10. 9 0'`7.5'5.5 4: 14 72 t0 9.. 8 :'a 4.5 34 NOTES A:1)k A2)ABOVE.FOR INSTAUA61ONS ON VINYL SICINO OR EIWS WITH OR WITHOUT METAL STUOS.CONSULT THIS ENGINEER FOR 6'-.O' 74. 12 10 9 8 B 6. - t4 t2 16 9 -0 8 6 8 t4. 72. 10 9 8 &5 5 '3:5 INSTALLATION INTO LTFS WITH METAL STUDS SEE SHEET 20. 14. 12 10 o 75 5:5 3- 14 12 10 &5 .7 8.5 4 :J' 14 12 8. &5&5 4 3 - 14 -1 2 10' 4 0 6 - - t4 t2 10 9. .8 GS 5.3.75 t4 12 10 8.5 8 5 4" �- (B) 4'0 TAPCONOSTING TAPCON SLOGK;(ASTM 0-90) T4'_12 6�6.5 5.5 3 14" 12. 10 B -8' 6.5 4.5 J.5.14 12 -10 e 7 5 3.5. J - 1/4'C'TAPCON OR TAPCON WITH SEE A C OR$.THREADFORMSDISTRIBUTED TECHNOLOGY ANCHORS,AS.MANUFACTURED BY I.T.W.BUILDER. 14' 12 t0 0 $. 8 - - 14 12 10 9'4 8: 7 5 4: 14 12 10 9 7S &5 4 3 - 1/4`0:3/4'ALL CONCRETE ANCHORS SET ANCHORS.AS MANUFACTURED HY ALL POINTS SCREW,BOLT'T SPECIALTY COMPANY: 7'-0' 14.1_2 '10 .8 6.S 4 - 14 12- 9 7.5 6. 45 3S - 14 0.5 7 5.5 4A-3.5 - - -1/4 o BLUE TAP CONCRETE ANCHORS TU ED SYS MANUFACNREN RS FLORIDA FASTENERS DIRECT,INC: 14 12 10:8.5 7. 4: - -..14 12 10" 9 17.515.6 4: 14 '12 9- 7 75 4S '" 1/4'0 TAPPER+'ANCHORS AS MANUFACTURED B R AUTHOWERS FASTENERS,INC.,AND DISTRIBUTEDWITHH BY ALL POINTS E RESY BOLT'A SPECIALTY 74 11 T 5.5.4S - 14 12' 1O- 9.17415.5_1_, - 14. 12 9- 7 6:'4S 3 COMPANY OR ANY OTHER APPROVED.itCE1N5131 OR AUTHORIZED VENDOR REGISTERED WITH THE AMEFOCAN..SHUTTER"SYSTEMS ASSOCIATION.INC: W-0' 14 12. 10' 9 0.'6.5 14 12: 10. 9 'fi 6 4" -. 14. 12 10' 8 &5. 5 33 NOTES: 14. t2 &S 7- S5. 3 - - 14 t2 .6 6415-514. 3 - f2.5 9S' a 5 4 -3 - - t1.T}MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE'TAP W/CAP ANCHORS.AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON f4. 12 -ST.- 5 6- - 14 12 9.5- 8: 6.5 .5 - - 14' 12 8 6 &5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 93 65. 5 35 - - - 14. 12' 10 8 &5 5 - 14 12 -8 6.5. 5 4 9,_0. 14 t2.10 9 6 - - 14 12 '10 8 7.5 4S. - 14..12 8.5 7 " 4 = - B.2)MINIMUM EMBEDMENT OF 1/4`0 x-3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK�NO 14.11.5 7.5 6 4 - 14' 11 7 5.5 3 3.5 - - -11 a 5A 45 3.5. - - - EMBEDMENT INTO STUCCO,SHALL BE PERMITTED. 1/4'0-20 Ss. MACHINE SCREW USED SMALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 4.5. - 14' 12 a5 7 515- 4 - 14 10.5 7 &5.-6 4A - - EXIST:AND t"MINIMUM FOR WALLS WITH NO STUCCO, 1A 8:5 SS 4 - - - 14 12 9 7 6 4S - - 14 11 7 5.5 44 35 - -/a- t2 10. F 75 - - - 14 12 70 8 6.5. 5 -:14 12 8 "6 8 4 - - 8.3)IN CASE THAT PRECAST STONE,PRE-CAST.CONCRETE:PANELS,PAVERS:OR PN7'VENEER 8E FOUND ON THE EXiST1NQ WALL OR FLOOR. 10'-0' 4 10.5 7 5.3.5 - - 13 9.5 6A 5 4 3 - TO 7.5 5 4 3 - - - ANCHORS SMALL BE LONG'ENOUGH TO'REACH THE'MAIN STRUCTURE BEHIND SAID WAIL FINISHES.AN SHALL BE AS INDICATED ON -t4 It 75 S5 - 1d t1S.9 "6 5 4 = 2.5 9A 6 5 4 4 - -NOTES B.1)k 82)ABOVE,FOR.INSTALLATIONS ON VINYL SIDING OR EIF'S WITH OR WOHOUT METAL.-STUDS CONSULT THIS ENGINEER 1-7' d 5. 14 11.5'8 b.55A- 4 - - 13 10" 6.5:: 5 4. 3, = - FOR INSTALLATION-INTO EIF'S.WITH METAL S UDS SEE:SHEET 20. 12 f0 :^ - - t4 12 .9 7 G 4.5 - - ti 10.5 7 5-5 45 3:5' - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF'THE RECOMMENDAUONS ANO SPECIFICATIONS t3F TE+E ANCHOR'S tfANUFACTURER..5 5 - 12 9' l0 4S'�4 3 - - 8 7' 45 3.5' 3_ - - -. - 11.5 8S:55 4.5 .7510 ..'- - - - '- 14 TOS 7. SSa5 - SEE SCHEOUIE BELOW FOR EDGE DISTANCE(E0:)VERSUS SPACING REUTIpNSHIP.FOR ANCHORS: 7 '4.4 - - - 74.11:5 75 fi S - - 17' It" a"4.3 412�-0` 12.10 - - ^ S4-t2 "8 BS 5.5. - - p SS 10.6.5 5 4. - - EDGE DISTANCE"VERSUS SPACING SCHEDULE FOR ACN HORS• - TLS 4A - - - I1: 0 S5 4 J.5 - 8 6 4 J - - - - UMMUM ANCHOR SPAGNGS ARE VAUO FOR EDGE DISTANCES,INDICATED BELOW.FOR E.D.;1155 iwW ME1N01CATE0.REOUCE'ANCMOR SPACING9S 6"-- - 13 95 6S- 3" 4 - 0.5.8 5 4 - - BY MULTIPINNG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS:85. - - 14 0.5 7 5S 45 - - 71 8.5.5S {.5 35REDUCED.SPACING OBTAINED USINGFACTOR SHALL'NOT BE LESS.THAI MINIMUM SPACING INDICATED FOR EACN.ANCHOR TYPE. 12 -' - 14.IIS 7S It 5 - - !2 9 6 45 ♦ - - - 8 - - 10 7S 5 4 3 - - 7S &&, 4 3 .� ACTUAL .FACTOR SAf2. e 8 4.8 4 - 9 5 7 s 4 - -" _ _ EDGE TAPCON .T AEC POINT$(JLLD SET 81-UE TAP W/CAP .TAPPER 4•APCON WITH ADVANCED.6 _ 13SSa55 - - - 43 7S 5 4 - - - _ �. V ��}� :OiCZANCE THREADFORM TECHNQLOGY, -MlN.SPACING 14'-0' 2 - - - - - .14 105 7 S.S' _ - 11 8.5 55 4A - - - ED. 611N.SPACING.m 3' FAIN.SPACING.=3' MM:SPAGNC a 3'1!2' MIN-SPACING.-3' 3 3/4'12 - - - 9 7 45 JS.- - 7 9 73 J • B A D POURED'CONCRETE 41 PG+IED 09477407E o3t1OTETE'ET03T POURED CONCitETE h POURED CONCRTWO UIMOILTE C 940{CONCRETE.BLOCK 1B1 ,3 1 7 MN...E0..2 1 CONCRETE-BLOCK CONCRETE BLOCK MT4'£D.>a 1/7 MFL Eo..2.1/7 8 - - 11 8 55 4.5 - -"'9 6.5 45- - - V MN ED.•5Mll ED.•31 MK FA•Y_ _ .. .: _- - - - - - s to bs - - - - - o a s - - - BLADE ORKING` 0.07 1:0 / !2. 3 t.0. 0.90. t 0 ».....--- O.7$ '1.0: 1s-D' B _ BA 6.5 4 .- -' - B.5 5 3 _ - - _ IN UNISQN ♦ 2 1/2' o.e1. 10 0$7 t:o 10: - - _ _ _ t05 a-:5 2T _ M71 _ - 0.51 - "- IS 9:5 s. - - - B e: 45 - - - 1 3/4' D,gl _ - 0.43, - f4 _ _ _.- - - t 9.5 6 _ - - 10 75.5. " .- _ _ - "e. -' _ a. 8 4 - ..- - - - a As a - .-. - .-a tJ2' D35_. _ ..- 0.35 9A 7 5 - - - - "e a 4 '- - - - FLORIDA BUILDING CODE(Non-High Velocity Nurricone Zone ?IK j� � 02077 TILTECO,INC. lkl°2017 EASTERN METAL SUPPLY, INC. 1 ." ••,.p 4�,�= BERTHA H ;TA i �;QNe, Q $ A Accordion Shutter System. I L ■ ■ ■ ■ KV.RAE#t W/OR W/0 kV YWIMCIN MADE - �„ '•�. 1.. TILLIT TESTING,k ENGINEERING COMPANY AmerTGan Shutter Systems EV.N DESCRIPTION DATE- DRa4N BY. Lc. •; TAJ�At '* ; C355 NNL 36th SC.Sta..305.VIROM CARGWS:FLORID:371 Association, Inc. -1 OLD TS-GELS 7!27/1 :OAtEc 07/27/77 .., O 4268 Westroods Drive 2 Plwne.:(305)871-1530.Fax:(305)071-1531 DRAWING No p-moa:60.06not."M West Palm Bench, FL 33447 3 �{•� .L/��}_ '�'*'�V.tfi•`'•...,. `v11;71 WALTER A.QW�V9f'.P.E. 4 1 l-10l- P-E�VSEtONT{9R�1/DATE FL4wDA UG l u167 e S 13 OF.`20 P S 0 DESIGN SMSAURE_UMR9ATINNCCEMANMD SAE&GCOIRNROEnNDO � R{` A MEN AGxO[�S�1R4 RETE BLOCK INSrFLL/4T10N5 (SEE UDUWNGS 1.J.K L ON SKEET 7) POUttED CONQ?EIE POURED CON coNGREtE RLOCIC ANCHORS SPACING LF-GEND 11AOYUM 1:WALK OVER& t 1RFNCH" @J RAINGUARG MOUNTING (8)WALL/FLOOR MOUNIING ©WALL/WXK OVER MOUNTING 7APCON OR SPA EKDa I.n2Citn£P RMG :ttSM h1SAT6'E H:iNlo. ."GN WATIVE P PATmc DMM WATNE FW2K PATI+,_.: TAPCON WiTH ADVANCED 30 40-'.80'..75 96 720 160 205 311 t0 60 .75 90 120 160 205 36 40 60 75-� 90 120 160 205 30 40 6U_ 75 90'120 160 206 THREADFORM TECHNOLOGY 14 t2 10 9 B 8 5 1-'12 12 12 12 12 1.5 8. 6. 7 7 7 7 7 T &515 5. 5" 5 :5 5 s ALL POINTS SOUD-SET 3� 14 12'i0 '.a 0 B "6 6 12 '12 12.12 '12 12 94 7 :7 7 '7 7 7 7. 7 7 5 5 S 5 5 5 5 5 (f,'S$14 T2 to 4 6 S 6 8 12. 12 :12 12 OS a 5.45 7 7 7 7 7 7 7 6,5: 5 S 5 5. 5 5 5 BLUE TAP 14. t2' Iso 9 9 B 6 .6 42 12 12. 12 12 10 7S- 6 7 7 7 7 7 7 T "7' 3. 5 5 3 5 5 5 5 - TAP 14 .12. f0 4 $ 'B 8 6 12 12 12 12 1.5 8.5 03 -5 7 7 .7 '7. 7 7 35 '4 '5 .5 5 '5 S 5 5 4 - 4,-G•:74 12 10� 9 8 8 $ 6 72 12 12 12 12 93 T 5.5 7' 7 I 7 -7 7 T 7 5 5 5 5 S 5 S 5 14 12 10 9 5 8 6 6� 12. 12 .12 9.5 B 6 4.5 3.5 7 7 7 7. 7 ._L 8.5. S S 5 a 5 5 S S -8- t4 12.10 9 -$ 8- 0 '6 12 12 12 12 t0 73 5.5, 4 7 7 7 7 7 7 7 5.6 5 5 5 5 5 5 5. 5 I4 12. 10 9 a. 8 e .6 12 12 12 '11. 9 7 5. 4. 7 '7 .7 7 7 5S 4 3 5 5 5 S 5 5 4. 3 5,-0. 14 12 t0. 9 s 9 6 6 12' 12 12 12.10. 7;5 5.5 4 7 -7' 7 7 7" 7 7 7 5 5 5 5 5 S. 5 5 14 42'.10 8- 8 8 6 6 12 12 9S 7.5' .$ 4.5 3,51- 7 7 7 7 7 7 S 3S 5 5 5 5 5 5 5. 4 4` SEE ANCHOR 14. 12 1 0 9 a B 6 8 12.:12 12 93 6 6 4.6 - 7 7 7 7 7 7. 55 4 5 5 $ 5 5 A ;5 4 14 i2 l0 9 8 a 6 0 12 12 1.5 9 7.5 5.5 '+ 3 7 7 7 7 7 4S 3S - 5 5 5 5 5 4s 3.5 - SPECIFICATIONS s,-0" 14 72 f0 9 B B 6 8 12 12 i2 10 B 6 4S 3.5 7 T 7 7 7.. 7 7 7 5 5 5 5 5 5 3 S ON SHEET 13 14. t2 10 9 8 B 9 W-12-'12 8 6 S 4 .3 - 7 ,7 7 7 7 SS, 4 5 5 5' 5 9 5 4 3 F44 12 10 9 8 8 6 0 12 12 10 ..8 8.5 S 3.751^ 7 7 7 7 7- 6 4.5 5 5 5 S 5 14 12' lO' 9 '8 9 6 6 12;12 '10 8 6.5 5 3.5 7 7 '7 b.5 S5 4 - 9 S 5 5 5 4 3 7,-0' 14 72 i0 8 8 8 6 6 t2 i2 12 &S 7 5 4. 3 7 7 7. 7 7 7 7 It 5 5 -s' s 5 S s .5 . is 12 t0 '9. e 8 a a 12 10 6.5 -5 4.3 3- - 7 7 7 7 6.5 5. 3 5 5 S 5 5 5. 3.3 3: 14 12 f0 9 8 8 6 6 12 12.83. 7 SS 4 - - 7 7 7 '7 7 5 - - 5 5 "5 5 5 5 4 4 VALID ONLY FOR UP TO 170. -75 14 1z 10- 9 8 8 6 - 12 12 6S 7 5.5 :4 -3 - 7 7 7 5S 4.5 3 PSF A.S.D DESIGN:PRESSURE 14 12 to 9 8 8 6 - 12 12 0S 7S .8 Z 3S 7 7 7 '7 7 '7 7 4 'S s 5 5"' S 5 5. 5 RATING & FOR SPANS PER 14 12 10 '.9 8 8 6 - 12 9- 6 4.5 i 3 - - 7 7 ':7 7 5.5 4 _ - '5 5 5 5 5 -4 3 - SCHEDULE #3, SHEET 11' 14 12 10 9 '6 B '6 12 11 7.6 6 5 .73 - -7 7 7 7.5 6 4S - 9 'S S S 5. 4.5 - 14 72 10 9 B' 8. - 12 1.5 7.5 6 5 SS - - 7 7 OS '3 4 - - - 5 5 5 _5 4 3 - B,-0' i4 I 10 9 8 e - T2 12 9S 6S 5S 4 3 7 7- 7 7 7 7 6 J 5 5 5 5 5 5 3 5 - 14 12 10 0 e 8 0.5 6 '5 4 3.9' 7 7 -7 6 5 3:5 - 5 5 5. a 3 4 3 14 12 to 9 8 8 12 10 6.5 5 4S - - -7 7 7 SS 5.5 - - - 5 5 S 5 5 4 - 14 '12 10. 9 8 8 12, 0.5 7 55 4.5 3.5 - 7 7 5.5 4.5.33 - 5 :5- 5' 43 3.5 - - 78-G"14 12 t0. 9 a B - - 12 11 &5. 6' r5 3S - 7 17 7 7 '7 7 4S - s 5 S : 5 5 S 4.5 14 12 10 9 8 .8 - Fs 7 4S 3S: J 7 7 7 5,5 4.5. - 5. 5 5 9' 4.5 3.5 - t4 12 10 9''a 8 12 -9 6 3 4 7. 7 7 6 5 - 5- 5 5.44 5 - - 14 i2 to. 9 -a- a - 12 9.5 6 S 4 S. - 7 7 5 4 3 - 5 5 5 4 3.5 - T1'-0 14 1210 9 8 e - 12 10 '7 SS 4,5 J5 - 7 7 7 7 7 7 3S - 5 5 5. S 5 5 S 4 BLADE 14 '12.10 '4 a 8 - a.5 63 4 33. 3 - 7 '7 5 5 4 - -5 6 5 5 . 3 H V O N LY 4{ 12 10 9 8 8 - 11 8 53 4. - '7 .7 7 5.6 4.6. -- - 'S 'S. 5 5 43 - - 14 12 10 9 8 1:5&S 5.5 4.5 3.5 - - 7 7 43 3S - - 5 5 4.5 d.5 3 - 12,.-O.T4 12 10 -9 a - - 12. 9.5 6.5 '5 4 3 7 7 7 7 7 6 3 - 5 5. 5 5. 5 5'4A5 3S- 14 T2 10 9 B 8 6 4 3 .7 7-5S 4S 3.5 - 5 5 S 4.S 4 '3 14 12 10 9 8 10 TS 5 4 - - - '7- 7 6. S - - 5 '5. $ 5 4 - 14 12 10 9 a 0.5'8 5 4 15 7 6.5 4S 3:5 - - 5 5 44 3.5 3 - - 13,-0.14 12 10 4 B' - 1.5 85 6 4.5 3.5 } - 7 T '7 7 '7 43 - 5 5: 5 5 5 5 4S'35 f4„ 12. 10 9 8 7 5.6.3.5 3 - - 7 7'.'5 4 3 - - 5 ,5. 5 '4 3 - I4 12 10 '9 8 9 7 43 :75 - - 7 '7 5:5'44 - - - 5 'S S 4S 4 - 14'12 10: 4 - - 10 l.5 3 4 3 - 7 6 4 3 _ - - 5 5 4 3 - - 14�-0' t4 17. 10 9 - - - OS 8 53 4 33 - T 7 7 7 7 4 - 5 5 "5 5 5 5 4 J 14' 12 10 9 - -.6.5 5 S 7 7 S 3S - - - 5 5 5 4 - 14 12 10 9 83 6:5 4 - - - 7 7 5 4 - - - 5 5 S 4 - - 11 12 10 - - - _ 9 7 14.5 113S 3, 7 5.5.3.5 - 15-0 14 12 '10 - - &6 - 3 - - - 7 7 T 7 7 3S .- - 5 5 5 3 .5 S 4 3. 74 12 10 7 7 45 3 - -. 5' S 45.3.5- _ _ _ -4 - - 4. - 14 '12 0 - - .57- 3:3 3.5 - - -0"14' 12'10 - - - S: J - - 7 7 7 7 6 3 w 5 35. 5 4:5 33i4 12 t0 '^ - _ - 7 b5 4 - - - S 5 - 3.5 - - - ,4 12 10 - - - - - - ., - 5 5 43 = - FLORIDA.BUILDING CODE{Non High Velocity Hurricane Zone 111 `. _4� --- 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC: 't �uls - BERTHA H TM stemIAccordion Shutter Sy L ECVFNCA■ ■ A■ HV MADE#1 Wf OR W/O KV.NINDGW 0ADE American Shutter Systems oAr[ ORnv1 riLc. TILLIT TESTING & ENGINEERING COMPANY N. DESCRIPTION Association, Inc, 1 o 9as5 St.St Sas,VMQ1 CAROM,FXCR6 33161 (305)871-1530 7127/1DAtE: o7rz7/17 " 1 �5' Phane:(305)871 1530.Fn (305)871-1551 4268 Westroods Drive 2 - DRAWING No ^ ......(" I(7 tt` o-moti eaoc000d.00m West Palm Beach, FL 33407 3 :. �4�v1 1471 YMP R6-oDD6A. Tt J,P.E. 4 17-107 �. r► FLORIDA I.¢.44167 5 SHEET P.E. S'C-?3 CNA LIRE/DATE 6 14 OF 20 MAXIMUM 'SSURE RATING (,LRR ANCHOR SPACING, SCHEDULE FOR A IVEN MAX, AX SHL7tTER SPAN. PAN NECATNE ASD DESIGN c2RRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16.&17). V B �T F;;Z T SOUTHERN PINE N0:" SPRUCE PINE. SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=4.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR:SOUTH 1/2'MIN. COX 2,W6 Mft a 0.5, FIR NORTH; _ FIR SOUTH DOUGLAS FIR W/ MIN, G=0.50 W/ MIN. G=0:43 W/ MIN. G=0.36 PLYWOOD MIN yop p W/ MIN. G=0.43 W MIN. G=0.36 SPM(6) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL WOUNTINGS CEILING MOUNT T M; N, 0 & R FLOOR MOUNTINGS M, Ny 0 & R FLOOR MOUNTINGS M. N. 0& R FLOOR MOUNTINGS WALL MOUNTINGS B.C.WALL MOUNPU CS B.O.WALL MOUNTINGS 8.0. WALL MOUNTINGS .W & X W & X W &:X P &'0 S&V S-&V S&.V Osx 7� Fu1e{pry Osa7 xTvmErl�9ti uR6,(� n D»17cGuu1 i eueD taUf ¢va»11n'2tF 1a+G W} a�7 T7T5�tat6 hr) rt�x xmat�FE>at1G(�$ .tFsit N061EtW>�FRG(� t5a MOn[TmsP:Mus t� OSY11�Rc R15i1{TAteG(�}AStt mra HcmA PR3^+ta.vA1G iril 30 40,160 75.90. 0$3D 40 60 75 90 05 30 40 60 75;90 05 30 40 60 75 90 05 30 40; 60 75 90 OS 30 4p: ISO 75 90 05'70 40 60 75 90. 05 30 40 60.85.90 05 30 40. 60 75 90 05 30,40 60175 90 05 `-O'OR LEY 12 10 10 4 8 8 6 6 6 6- -b 6 12 10 SO 9 $ 8 i_.6 .5 6. '6 '6 12 70 70 9 8 8 6 6 616 6 8 '6 5 4 4 < 3 12 12 12 12 12: 12 12 12 T2'72 12 12 12 12 12 12 12 12 4•.p"'�12 10 ip. 9 $ 8 6 6 6 6 8- '6 12 10 10 9 8 $ .6� 6 6, 6 6 6 12 10 10 9 B -$ 8- 8 6 6'- 6 6 6 5 A 4 4 3 12 12 12 12 72 12 12 12 72 12 12 12 12 12 12 1212 72 y.0•,_ 72 S4 10 9_ $ 8 8 6. -6. 6 6 5.5 72�10 t0 9 ..8 8 fi 6 6 6 b 5 S2 '70 70'9 8 7 6. 6 6 6 6 S 6 5 4 4 -4 3 T2 12 12 A2 12. 12 12 t2 12. 72 12 12 72 12 12,12 12 0.5 6'-O' 12 10 10 9 8 6.5. 6 6. 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6. .5, 5 4.5 12 10 10 9 6. 3.5. 6 6 6 6 5 4.5 6 5 4' 4 3:5 - 12 12 12.72 /2 12 12 12 12 12 T2 12 12 12 12 12 10 8.5 12 SO 10 9 65 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 �4 3.5 12 t0 10 7 3.5, 6 6- 6 5 4. 3.5 6 5 4 4 - 12 T2_12 12 12 12 12 12' 12. 12 12 10. 12 12.12 0.5 8.5 7.5 87-0" 12 10. 10 7.5 4,5 3 '.6 6 6 S 4 3.5 t2-76' 10 6 3:5 - 6 B 5 .5'3'.5 3 72 10 10 4 - 6 8 5 S 35 3 6 5 4 - - 12 12 12 12 72 12 12 12..12 12 71 9:5 72' 12 1.5'9 75 6.5 9•-p" 12 10 70. 5 3.5 - .6 6 5.5 .5 3S 3 12 10 9 .A - 6 6 4.514 3 3 12-10 4 3 - - 6 6 4:5 4 3 3 6 5 3.5- - - 12 12 12 12 12 I(L 12 12 12.11: 9.5 8.5 12 12 10 8 6.5 S:5 12 10 7.514 '6 $ 5 4 .3 - 12 10 6 3 - - 6 6 4 .5 3 72 10 3 - - - 6 6.. 4 .5 3 - 6 5 - - - 12 12' 12-12', L5 9.5 12.12 72 10. &5 7.5.12 12 9 7 '6 5 11'-Ci" 12"50..5.5- - - 6 6 4.5- - - 12 10. 4.5- - - 6 5&3:5- - - 12 t0 -- - - - 6 5.5 4 - - - 6 5 - - 72 12 32 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 415 10 4.5' 6 6- 4 - - 12 40 3.5- - - 6_ 5 3:5 - t2 10 - - - 6 5 3.5- - - 8 5 - - - 12 12 12 t.5 9.5 8.12. 12 I1 8:5 73•_0" i2:1p. - - 6 6 - 12 10 - - - 6 4;5 - - - S2 7.5 - 6 4.5 - - 6 4.5. - - - 12 1212 0: 8.5.7.5 f2 12 10 8 655.5 t2 0.5 7 5,5 4.5 4 14'-0" -12 1b - 6 b.5 - - 12 7 - 55 4.5 - - - - 12 7 - - - 5.5.45 - - -' 6 3 - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 8 4.5 12 9:5$.5 5 4 3 15•-0" 12 - - - - 6. - - - 12. - - .5 - - - �- 12 - - - - - 'S - - 6 - - - 12 12 iT 4 IS 5 12 12 8S T -8 4.12 9 6 5 4 - 16'^0' 72 - - - 5 - ^.71:5- - - - 5 - - - - 6- - - - - 12 12 10: 8.5 6.5 4 12 12 8 8.5 5 3 1.58.5 5.5 4.5 3.5 - HV BLADE OR I HV BLADE. W/ HV WINDOW BLADE WORKING IN UNISON* •sTI u Anus of.,FOR IUADE... ON s�+ttrE + NOTES ON ANCHORS REQUIREMENTS:-WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOUO WOOD SOFFIT SHALL BE AS FOLLOWS: 3 SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-055(MD.S) - 1/4'0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.OUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.O.S:). EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/00.43(KE S) EXCFPtiON:SEE NOTE 2 BELOW -SPRUCE PINE FIR SOUTH W/0-0.36(N.O.S.). -MIN;1/2'COX PLYWOOD.(1966.APA) 2:ANCHORS.TO HOLLOW CeUNG1..SHABE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED IOLIAWINO ALL OF THE RECCMMENWTIONS AND SPECNTCADONS OF THE ANCHORS-MANUFACTURER. FLORIDA.BUILDING CODE(Non High Velocity Hurricane Zona � �_ 42017 TILTECO.INC. 02017 EASTERN METAL SUPPLY. INC. 111��jCL •��i�� ✓ ._ BERTHA HVTM ' x �'�'--0 , '''�"" �+► /� Accordion Shutter System I�.1 C�:�7 rya. A. r+�7�ly■ KV RME#t W/OR W/o H.v WNooW alma TILL TESTING& ENGINEERING COMPANY A}TiBftcan ShUffer System Ev.. DESCRIPTION oA1E Dlravm 8Y: 7 Association, Inc. 7 .OLP 15-pas 7/27/1 oaTE: Qlfz7/17 alas N.W.mth7 St.,SW.ZM WRGM GARDENS,FLORSN 537 4^c68 Westroads Drive z ,C�� 1 Pncee:(305)671-7530.rax (30S)871-1591 DRAWING No f�1 AAj,i` ffC �(:1�� -moi:6I1�ooad.com West Palm Beach, F� 33407 3 �} SJy,rA4 4• � 1L11 WALTEEB-ODOU79r.P.E 4 17-107 . . 111L FLORIDA Lie.1 44167 5 SHEEP _ P.E. SEdCj3f ytdA'i't1RE f GATE 6 15 2E 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS. FOR �1) HV &�. HV* BLADES AS APPLICABLE SHUTTER + O L— FOR I STALLA 10 S WOOD WITH H BLADE ONLY SHALL ,TALL FINISH BE LIMITED . O 05.0 sA.S.D. DESIGN PRESSURE RATING, SEE SHEEJ 19 FOR MAX SPAN & 1/4^0 TAPCON ORA.S.D. DESIGN PRESSURE T G FOR ST L TIO BLA E 1 WORKING IN UNISON ( TAPCON WITH ADVANCED - �' i THREADFORN TECHNOLOGY �t i/4"0 TAPCON OR VW1 i 1/2'Min..PENETRATION j q TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED,AREA TO t �. t /t--WI 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING I 1.174. PAILITLGH 1: 1. J 1 Wr EXI5ING WOOD HEADER. I ...,. i! ' �, r WOOD HEADER.(SEE SCHEDULE ON SHEET 15) i TO CLASS,(SEE I •'Q y 1 ` (SEE SCHEWLE ON SHEET 15) fr Jf1 j ., 1/a•0-2ax3/t^S.S.MACHINE �_�t�E ON SISET 1 OR X66 SCREWS W 1/4'-20 NUTS 77 OR BLADE.QIAND^" I OR 06 W 12"O.C. / @ ONSNEET 14 FCA Rs 1 7 ( :.: •,` T'k{in. EXISTING fi BLADES 011&� rt i I it I 0 GLASS-4 WALL OR I.N '11111'. Lr'OPTIONAL / w lr WALL STI �1.I � 1 1 1 - EXISTING MIN; I Y FINISfi DR / 2`x4"wpaD 1 OR 1 • ExiSTwc Mw. C1 i HEADER REQUIRED 1 2'x4'WOOD 8 ! 1 HEADER REQUIRED f 4 i t, t}y } _i T/!`0 TAPCON OR TAPCON WITH AOVADiCED. EXISTING i pay SEPARATION I f I: 1 ;. 1 ) t}7 �1 1 y.}t ^I THREADFORM TECHNOLOGY W1 1 1/2• ( `} i E Min.PENETRATION Of THREADED AREA TO G S"' TO.1d ASS SEI: }AINSim .SEPARATION TO CLASS �) ( L i- '' ; 1 }} 4{ f EXISTING WOOD HEADER. a--70N SHEET.1 FOR 9 FORScHEIME ON ,I SCMEOULE ON SHEEF 11) _ {_ }', ;? y � .} (SEE SCHEDULE C.NTGN SHEET 75) 1 O.Am a)&(@) I l 'I 7 PLATE REQ'D.SELL � HV WALL HEADER INSTALL ABO �0 HV WALL SILL INSTALLATION t �HY WALL HEADER INSTALLATION _T-- p 1} I ' t I I -L{,,� MIN.SEPARATION TO GLASS 1 EXISTING -,t-------••-- NLN:SEPARA710N 70 CtA55 } (SEE SCHEDULE ON SHEET it) GCA55 E1nSRNG —(SEE SCHEDULE ON SHEET T1) i E x. e MIN.SEPARATION TO GLASS 7' 1 .1 EXISTING o 2'x4^CONT:-$.,(SEE SCHEDULE ON SHEET 17) GLPSS�. t GLiS5—f I�� WOOD PATE SdS p I 1/x{•0 20x3/4^S.S. " REO'D. -, `'^�_. 1/4"0-20x3/4"S.S. I MACHINE SCRF,IVS 1 USING 1 4 20 NUTS (r I @ �^ MACMNE 5CRE05 W/ ) - #i j ID 12 WALL \ �.. i i Ji 1/4"-20:NUTS O 12 I O.C. I I FINISH / }I :,}CC. I I OR18ott 15 1 OR 2'x4^COM. f, 7�- WOOD PLATEI{/rREVO. } ? 5} 1in.Nii44 µ 1/4'0 TAPCON OR TAPCON WITH ADVANCED �j ' ft k 111 1 S t A. V t } (. THREADFORM TECHNOLOGY Vd 1 1/2' /2 x4 CONT. r I} Min:PENETRATION OF THREADED AREA TO tSILLPLATE1/4.0 TAPCON OR TAPCON WITH ADVANCED + 1 / \ EXISTING WOpO HEARER. y kI tj}� •!1 i 4'0 TAPCON OR r2-MOUNTING THREADFORM TECHNOLOGY W/t/2^ �,,,—"^' / yREOb. (SEE.SDHEDUtE.ON SHEET 15) PENETRATION OF i �;�� \ 7� \ _ TAPCON WITH ADVANCED E SHEET 4 FOR TYPICAL 1't Y 1� II,±! .s. Mm.PENETRATION OF THREADED AREA INTO PLYWOOD 1` THRFApFOR.TECHNOLOGY UTTER ASSEMBLY s�1} 4: _'t WALL FINISH --� V t (SEE SCHEDULE ON SHEET t5) EXISTING MIN 2x4• t/2'MIN,CDX�' ` STUDS o 16•'O.C.MAK,,, PLYWOOD REO'D. READEDMAREA INTO PLYWOOD MBNED NEANYN 4AY TOS CAN RE 1/2'NW.CDX PLYWOOa REO'D REO'D.PLYWOOD TO 8E wALL FINI (SEE SCHEDULE ON SHEET 15) IT ANY INSTALLATION. .t.:l MY WALL SILL IN$TAL ION XL4RNG MIN. 2`x4"STUDS 0,fe D.C.MAX.REWD. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH �,��.} WITH SECTION 230E OF THE FBI- SECTION.2308 OF THE @)HV WALK.. SILL iNSTA TION ♦SEE UM AONN5 OF 1lSf OF QP F�Jt WALL SILL INSTALLATION r.e:c. BLADE IA ON SHEET 19 ,�x3��A.E.y FLORIDA 8tJI10lNG CODE{Non High VelocityNurl-icane Zane !� +` 02017 TILTECO,INC. 62017 EASTERN METAL SUPPLY..INC. ,,►'' �: B E RTHA KVTM A► A Accordion Shutter System fi L ECO LNG. ■ ■ ■ ■ KY. RADE#1 W/OR W/0 W;Y.WINDOW BADE 1TLLIT TESTING& ENGINEERING COMPANY American $hUft9P Systems 1EV.N DCSCWPnON DATC ORAWN BY: L.C. ..�T t�'•' Association: Inc. i OLD 15-085 7/2J/T DATE 07/27/F7 BJH KW..36U St.,M.30%VMINIt GARDENS,FLDRIDA.331 ,� PbOne:(305)871-1536.rux!(305)87T-1531 4268-Westroads Drive 2 DRAWING No �Q 1 = m is 1nlecdOool:o0m West Palm 'Beach, FL 33407 3 �s}'SYja ........ 11�'+ wAL�Ea 1 n°°°6iLrt'g, .P.E. a 17-107 jDATE' FLORIDA 1;.1 44167 S SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD B'UILDIN'GS =FOR HV & HV♦ BLADES �S. APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL . LIMITEDD.1'05.0 . f. A'.S,D DESIGN P ESSU ATIN S E EET 9 FO MAX WALL FINISH SP & D SIG D FOR INSTALLATION WITH BLADEC1)& WOR UNISON 10 "o 7APCGN OR I .. -FA— E 2"MIN.. ' TAPCON WITH ADVANCED 4'x8'(Min.).ExISBNG !� 5 EDGE IF APPLICABLE) I THREADrORM TECHNOLOGY WOOD REAM RFAUtREO. 1 / --- _wC ._.. ( ) /'•�., STRUCTURAL ADEQUACY /( / I W/T 1/2"Min. PENETRATION 1/4"0-20.3/4"S.S. ,!y r OF THREADED AREA TO OF EXIST1NG'WOOD BEAM y/ !! / i 1" PHILLIPS TRUSS HEAD TO.BE CERTIFIED 8Y EXISTING WOOD HEADER: r REGISTERED ENGINEER OR ,Y {t7 ry talo• MACHINE SCREWS yf 1/ _,�.,_ /^EXISTING WOOD Y' \.t f�,�• �J (S££SCHEDULE ON SHEET 15) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EQ / £r• L__� -. "`" TRUSSES OR C __._ __ _ 0 12'O.C. SHUTTER INSTALLATION, , t t 1/2 -1/2"--- R FTER 97RE" n, { 1/4'4 TAPCON OR / t 1 �� 1. OR 1' TAPCON Wgrm ADVANCED J�'- t fe I: .-�_ EIUSRNG SOFFIT 257' THREADFORM TECHNOLOGY ! t y ^`, 3j4`Max.7HK. W/ 1 1/2'Min:PENLTRATION r� OF THREADED AREA TO / EO• -E y #I4x3j4' EQ - _.- t'x4'xt j8'CONT.PLUM.TUBE 1L ,n °' S M s. --- (6063-T6 ALLOY)w/ OPTIOItAL EXISTING WOOD HEADER, ; *0 LAG SCREWS (SEE SCHEDULE ON SHEET 15) a 6'O.C. I 1 Or 13 Or-1 rJ EACH IS RAFTER OR TR1155,t0 or 13 or 15 I MIDWtDTH OFLOCATE LAG SCREWS AT EXISTING WOOD EXISTING ED 2'x4' 1 !. OPEN HOLE AT EACH WIDTH)MEMBERW/?2 Min.NOMINAL EXISTING--4+-� HEADER REO'D.MIN.SEPARATION TO GLASS ( STUD TO ACCEPT PENETRATION OF THRMED GLASS II EXISTING (,$ ( (5EE 5GNEDtILE ON SHEET I1) GLASS I 5/16'0 TAG SCREW I(1 AREA VAUD FOR AT CENTER OF TUBE. {UNtt}i±lj INSTALLATIONS WITH 72pst V 1 1 � 7.. t MAX;ASO DESIGN LOAD AND Sm EXISTING. ley.gpggAZON 9'-0'MAX SPAN THIS HV WALL ADDER INSTALLATION tE a+t9f1TT GLASS---! m bA6( £ INSTALL"ON tS ONLY VAUD 1 It RM mAw OOR �� 11;roRR wq:om I FOR TY OD Y!/ IN. SPECIFIC CH ON sntET tn.FCR GRAVttt Of 0.50 AS DOUGLAS, f-SEE SHEET 4 f012 TYPICAL SHUTTQi ASSEMBLY �lRAL£Sm&. I �;O&e) 1 OR®� FIR OR SOUTHERN PINE No.i, 2-MOUNRNO SECTIONS CANBE COMBINED �T HV CEILING INSTALLATION t oR..E011AL,. IN ANY WAY TO SUR ANY INSTALLATION. LI . CEILING INSTALATION to GLA ,)OR Q� I MIN. ( { ( MIN.SEPARATION TO GLASS 11 FOR� �,� x SEPARATION /. ( .(SEE SCHEGULE ON SHEET 11} EXISTING ( .g�T i9 FOR -.) TO CLASS EXISTING (. I __ GLASS , D Q& I(ONESHEETD11 I I X .CLASSALTER -^-� l„'J \7' 6ANCHOR I I 1 ( ANCH R F _ I LOCATION EX"STING WALL ;.'{ � ( FI!N7 1/4 J '6 7 }/B, $10x3/4'HEX 1 (� T .2'x6'MIN.WOOD Mt 1 -•—WASHER HEAD TEX { DECK REQUIRED OR 2"R6'MW.WOOD. - SCREWS®'12' (NO os _ (NO TEN}ti -' - DECK REQUIRED.(NO. r Ew FINISH ALLOWED) _-"�"'_•,. .._--: „„ _.. EDGE . ...... 1 I, 19' EDGE OF DECK 1"--_.......-- -- { '�• _ 9 IF APPLICABLE q,-- BECK IF - --. -. EDGE OF DECK •�:,�,. IF APpUCABLE i, 1/<'4-20xJj4'S.S. �._...•� -Y:..._..... APPLICABLE 1/4'e TAPCON ORNILUPS TRUSS HEAD 1 I I iT; I{II ri I i e TAPCON WITH ADVANCED M P' At SCREWS '�'•'- --^"_" 1/4'o 1APCON OR TAPCON MT14 ADVANCED r JJf2 4 CONT. I THREADFORM TECHNOLOGY W i 4 20 NUTS THREADFORM TECHNOLOGY W/1 1/2"Mim. 2'MIN /{(+-SILL PLATE ) / / 1/4'D TAPCON OR TAPCON WITH ADVANCED 7HREADFORMJ 1 j r W/ 1 1/2 Min.PE14ETOATION. a 12'O.C: 2�MIN- -- PENETRATION OF THREADED Y' I REO D. t S OF THREADED AREA 70 TECHNOLOGY W/ 1 1/2'Min.PENETRATION Of THREADED AREA TO EXISTING WOOD HEADER-_(SE£ EXISTING WOOD.HEADER: .AREA TO EXISTING Wi3OD'HFADER:(SFE SCHEDULE ON SHEET]5) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) LAM ��o��f us£FGR (X)HV WALK—OVER. INSTALLATION FHY WALLSILL INSTALLATION �! 9 OHY FLOOR INSTALLATION FLORIDA BUILDING CODE(Non Nigh Velocity 8urricane Zone P", .• f ;,,. 02017 PLTECO;INC. (+$2417 EASTERN METAL SUPPLY,INC. sic FNs _lam_ ■ ■ BERNA TM A S & A [accordion Shutter System R.[G C O INc- ■ M {-LV. MADE#1 W/CR W/o KY.WNDDN BLADE '�1 j Arnerlaan Shutter Systems X �' EV. --DESCRIPTION DATE DRAWN 835 LC. 55 LITPIN 36INTESTSL, . ENGINEERING COMPANY ♦ t F Q �� 6355 N,W.38 h 5!,Sb.305 WiQNDA GARDENS RWLDA 3316 ASSCctutlCnt Inc. 1 BIJ7 15-085 7/27/1 DATE 07/27/17 $� �_� Phm:(305)671-1530.Fox:(M)871-1531 4268 Westroods Drive 2 '.` `47111' o-moa:bitowltoa.Co., West Palm Beach, FL '33407 s DRAWING No s�OAL ENG`attt E9-0006718 17-107 ,•� WALTER A'DWI &. 4 P.E: SEAL%SIGNAIURE/DATE FLORIDA U`If 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS BY BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2..1-µW."GO mum REO'D. 9 i<'µay WOOD \ �. ...\ \ . 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NAPS@_m Q I *C9 pisF,Lls. r '� t _ _.. .-• iz'�'+asv�ci�a�•m•-9- -----�. t 16/2 swS. 1 vu.uu n 018 G. <3/1o:Ij-3.n aA 5 4 ` auiii t a,•{louieam I f sma Ec1iN� 1 OR SEE CETALx EOR. .]..OR yrv` 'To iRACiCS ' SEE MEAL k FOR S*E CoNWECTI N l�•t�-Q C•.a l 63• ME COR.Ecaa+ f# ®•Q'da}-m.�y. ro mAa s L� �J-�7•(3 L- C113�S�Q�i i�-�6• m TRACRs 0:11-11, U�- ©•© a�-o•o-acv ��a�•�-�•�• c-o•��•t�•�a• END CONNECTION DETAIL(j) E•A�-� END CONNECTION DETAIL 9 D ,�V,D CONNECTIQN DETAIL. O F CO NECTiON DETAIL �O COSRND ,-RLVUWE6 VtiY Fri SPAN S.CREAhR 1w 12'-D• /t-cus 2 M W 14•E itFCDR ANf.11PR5 O �!t t/2 val. 1fA•E TAN rym1/Y SAS. i EnSAM1O.GIASS–\„ FRlE1MtiDY O 1=•O.F In,1/2`Nitl, OIB 0.F WL-'.F1%KONTI \ vEr�Em .o lY o.c m a ve(4F 4 f:SEE'UMIFAT`0 S OF USE FOR %r.i., .... •- 112•viN. I N a[mRu V _ '6LADE.I�ON SHEET 19 somlEEas+>r} .i ��; @ate _ �. Ft tOR BtPtE@AND. ('� �{"."r- — 6 LR B)o4(q(;R.. 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DEscRianDN DATE DRAWN Ori 4C.�{� h/�•"�'') - TILUT TESTING,k ENGINEERING COMPANY '+!" -5355 R.W.360.Sti,St 30.1,.,RDINa.C1ROEl6.Fi.OiOD1.331 Assoclation' Inc. t OLD 15-abs 7j27(11 DATE. a7127J17 ku Pw.:(305)671-1530.F":(305)871-1531 4268 Westroods iamve 2 DRAWING No Imp'•.,•.• .e��(.:' " 0;Me.0Dol.eom West Polm Beoch, FL 33407 3 /fJNAL�N�1' WALTER A.ES-�1.10 JJ,P.C. 17-107 P.E- SEAL/SIGNATURE/DATE FLORIDA U`s 44167 5 SHEET 6 IS OF 20 A a 0.� "� r � • GENERAL,LIM41A SLADE ACCORDION S WORKING IN ITATIONS aMCL� - ONa F 1 FfLeERrNA. DOW ALAQF 4$ 5 1.MM..AS.D.DESIGN PRESSURE RATING:+110,- IID P.I.T. 2.MAX SHUTTER SPAN:.96` 3.ALLOWED.MWNTINGS:_A 0,G.A H ON SHEETS 6,7:AS WELL.AS MOUNTINGS-M,0,T.U t W ON SHEETS 16 k 17. ONiAY CEH7EAMATE$I2} ('2 (BOTH"Wf{i}OR 2C�}ARE AitO'NED HTRi{Zt� Wl,��)� ry r._ pRl�, b,�ARRAyQEDUIM A ST BE INCLLUUDDEED ONLY AT OSIE}TRN IORYACCESS OE OF OPPD�SLNC 66, CEtRERMA TVP.EA.END A 4 A A A / a a 5.(A)HV WINDOW BLADE 1' .STW1,ONLY ALLOW A MNDMUM OF 5 OPENINGS r (3.0 HOLES)FOR:©PER LADE AT"SPACINGS SHOWN ON SHEET 4. (8)MIN.CLEARANCE FROM TOP OR BOTTOM:EDGE OF HV WINDOW BLADELy MAX.5"WINDOWS n • A �i.t a' OF ANY 3.0 HOLE FOR®SWILL BE 12". ALLOWED AT W �( WINDOW!BLADE i(yl (C)FIRST OR -BLADE COMING OUT FROM STARTERS AT GIDS MAY BE HV 5♦_" WINDOW BLADE.I�A w s e ♦ A "aa - /sa A' A (D)HV WINDOW'BLADE @ MUSE BE USED ALTERNATE"TO A SOLID 1N DIADS 1Q THROUGHOUT SHUTTER'S WIDTH. a A e (E).C MATES SHALL ALWAYS BE INSTALLER ADJACENT TO.A SCUD FN o A A BLAS i AT ERHER SIDE OF THEM. t ^w T�Aj SEE END as POLYCARBONATE(7N£INTERIOR OF THE OPENING @EINGMTECTED:t�ft+LLW:Noo §MUSTBEE FACIE CONNECTION t sAA ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSN DETAILS ON SHEETS. rA A SM # as INC, 10&18 TYP. S>3. FULL HEIGHT.—" 5 3R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FTIAME 1 P " 1 BUS 2 GAS OWN SWEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1P 4 - 7.SEE ANCHOR SPACING SO4MULE FOR INSTALLATIONS"INTO POURED CONCRETE OR.CONCRETE BLOCK WALL ON SHEETS 12 4 13 AS LIMITED HY SPAN AND DESIGN LOAD(SEE NOTES}k 2 ABOVE).. B:MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM E-1996: H �'„� ITPETOP"& FOR OM REOUIREMEMTS) D Wr 0.¢ pq�+]� MND ZONE MINIMUM SEPARATION TO GLASS " — INLINREO WiDTF - .. i THRU 3. t' . E ENATION MN.SEPAWRON To OVSS 4 Bz5• -EXSDNC CUSS L _ 'SFE SCHFOLILE ON SHEET tt FtR BZAp:(E�t`. AND ON TLS SHEET rat OiADFS O ti'v .. QR 20(�EE NOTE 4 ABOVE) TY WIP (� f TVP. SYMM ICA SC 21'Q7 � �4- 1200 I <anrac`0 I W/� ORE SC AND - _ ./of /O (S NOTE 4 ABOVE) PSN, T � I TYPICAL nl HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE to SHUTTER* FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .......1%; 4/ 02017 DLTEGO.INC. 02017 EASTERN METAL SUPPLY,INC. ,�GetVSF .;9 BERTHA HVTM iL ECO A■Su �A� Accordion Shutter System H.V.BLADE#1 W/OR W/0 FIV.WINDW BLADE "�•S �';_ American Shuffer Systems EV.N DESCRIPTION DATE DRAWN BY. L.C. TILWT TESTING & ENGINEERING COMPANY !},7�•'� t4,, , - Association. Inc. 1 0lD 1s-085 7/27/1 IIATc 117/27/17 ..y.L*'•.Fj lTT3Tt1�:'�.jt, 6355 N.W.36th.SL,Ste,7SI5.'41RC9.A DARCM FIORiOA 3318 Ph—:(305)671-1530.Fax:(305)877-1531 4268 Westroods Drive 2 DRhWIN6 No s.....,tA+ 1`C� t a-mo l7aco0igl.ecm West Poim"Beach, FL 33407 3 17-107 l�IPF11�" a WALVA A.TALK Jr.P.C. 4 FLORIDA"lic.]44167 5 SHEET 3LSEAL/$IGN1tTURE/QATE 6 19 OF 20 x 1 1/2'a 6535'THICK Min. VARIES I INSTALLATIONS W/� HV BLADE & HV CENTERMATES 2�l �2 h+px`r Min: AG-ALLY S7fELE a° 2 '"DX INTO METAL STUD WALLS * o Q D$3 'J.— ASTM w 43b y° . METAL STUDS AT 1s-o.t. 40 41 6$ a'0' 1 f 4"o NOMINAL =Ci W 1/2• 1� 3a * GENERAL LIMITATIQNSAND CONDMONS OF USE ALLIMINUM SLEEVE , _ - - FOR BERT14AS1 HV LAD ACCORDION SHMM 6063-T5 ALLOY L7 3!4•x a 7/a•:0.635.1Nitx FFn.1 43c 43a !`� E : ? SYSTEM 'INSTALLATION TO METAL �{1 WALLS o CONT.C»LLV..STEEL TRACH CHANNEL, 6"O.C. G'O.C.^. I - ASiM A-s5�OWDE 40 w"c-6o { - t-- 'SEPARATION T(? GLASS SCHEDULE H 3.000•. GALVANIZED FASTENED TO STUDS' i MOx. w!(2)16x1/2'TEA SCREWS ON , EXISTING nmsH 3g ) i, MAX. A S.D. DESIGN PRESSURE RAZING: +75, - 75 {ps() TNTEFUDR&EXTERIOR TACE i AS APPLICABLE - N 2. MAX. SHUTTER SPAN: 84" WIND,ZONE - MINIMUM ASTM E-1996 SEPARATION air iENGn+ + 1• i MIN.SEPARATION w 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING cuss—1 TO GLASS 43 1 4"fd--2OX3" OL --.(SEE.SCHEDULE) - - 43 .ur I THRU 3- 1- B`LT 4. ONLY FNTERhtATE 2t W/ 24 HV'LOCK ARE ALLOWED WITH 21 ARRANGED A SY METRICAL LAYOUT. MUST PENETRATE 3t 1" i 1 R USE OF (2) 35 (6"LONG, MINIMUM) MUST ALWAYS BE 4 4- ( INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373' 1 3t. B 1!4•x 0.035`THICK Min,a EXISTING ABLE 250- Ove• CONI.G65 STEELOW TRACY=It{ as APPLICABLE , tI CENTERMATE. 4}_,,,_ I' m ASTM A-653 CRAG£40 MIST C-60 GALVAMZEO FASTENED TO STUDS w!(?)t6nl2•TEA stREws o1: { 43a iHTERIOR&EXIERX7R FACE i O-0 O C O 6`O.C. N - - 1-1/4-0-20'THREADS T #* BLADE SLACK DETAIL HVF IS ALSO VAUD FOR43G 1 f 4"Te 'ELCO CONSTRUCTION 6 CFNTERMATE 21 APPLICATION WITH BLADE t Q O ERODUG S FAB-LOK FID 1Ut 1 t/2`x0.039-THICK �' VAR(ES �, 6 0.C. COMPONENTS tAtn. ASTM A-653 GRADE a0 - 2 fAaF MIH.t;-66 cu.v.sTEEt. („ALL HEADER/. ILL INSTALLATION METAL STUDS AT t6'6.C: Min .•.-DO5TING FINISH AS APPLICABLE SCALE: 1- (lY(?.TOP&BOTTOM) v _ _ t` _..• -- 1 3/4"x 6 7/4'r 0;635'iNtCX tdtn. EXISTING CLASS _ _ .—"7 — _ ONT.MV.STEEL TRACK CHANNEL (,CA+TM A-a's's CRADE.a0�Miri.G-60 — J Cp1VAN12ED FASTENED O Sit36 SYMMETRYCAL (?)¢6x1/?"TENS ON 1 43a 436 43c { SYMMETRYCAL MIN.5£PARATIgN VARIES , INTERI6R&EXTERIOR FACE { ; { _ CENTERMATES. W/ ; { ; 'CENTERMATES W/ i 70 GIJ55 2^ ; { { ' �� ' ' I INTERIOR ACCESS ME-` (SEE SCHEDULE) Max. { { 4 ERIQR ACCESS SIDE I --------------------- ------ -- ----------- ---------= --= -- ------ _ _ --------- ------ -------- -- -- ------------- -- tIN 3 Cs Mii.} IN 4 ! - -- - =_=__ _ -- = _ i_ ----r -- 24 v- -- _ ------- -------- - ---- ----- ---------- - - ------ _- - -- r ---� - - -- ---- - _` - __- - - - --------- ---- �`- 1 2)42 2 2 1 21 21 ' LOW D AT Z 2 _ - -- HV HEDE/SIES --- VIEW. Y 'w Mir.} ZNzr SIDE CONNECTION TO TRACK 12 .,.3 1/4'(TYP.)-- 6.fi if2• (TYP•)---. I -.y^_. �.... . 7 6 1/2MAX SLACK {Oonf:} }�VB BLADE.SLACK DETAIL HVF EVC FLORIDA BUILDING CODE(fan high Velocity Hurricane Zone ee,l�el p,, 02017 11LTEC0.INC. ®2017'EASTERN METAL SUPPLY. INC. ,,�''+�� SCI PJS ;✓= BERT-RA A A Accordion Shutter System ~? l.L E C/�II N C. ■ ■ ■ ■ H.V. MADE#1 W/OR W/O H.V.WNDOW TILUT TESTING&. ENGINEERING COMPANY Atneriaan Shutter Systems Irv,No OEStRi n1oN DATE DRAWN BY: L.C. 6355 N.W.36tn.St-sea.ins,me m CMDENs.FLam+�ssT ASSOGiC1IOtl, Inc: T - OLD 15-085 zf27/T HATE: 87127/17 1�4 Phone:(305)871-1530.Fox:(305)871-1531 4268-Westroads Drive 2 DRAWING No F( P �A o-mc0 IBt«cOoalccm West Palm Beach, FL 33407 3 ,ods." pgi4 cam EB-0=719 17-107 wALTM ��qJ� e A.TICCIT J,P.C. 4 PE. SERC E. QATE FLORA LSe.1 da1s7 6 SHEET e 20 OF 20