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Home My WebLink AboutProduct approvals 315/2020 Florida Building Code Online Sq5 Nome,'i Log in j User Registration = Not Topics 11 Submit Surcharge 1 Stats&Facts i Publications I Contact Us j BCIS Site Map I Links ± Seam I Product Approval USER:Public User Product Aooroval Menu>Product or Aoillication Search>ARRHgaUgi List>Application Detail FL# FL389-119 Application Type Revision RECEIVEp Code Version 2017 Application Status Approved MAR Q • 5 zoz� Comments Permitting Department Archived St.Lucie County Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com - Authorized,Signature Bill Feeley Irodrigue-z@easterninetal.com Technical Representative File Copy Address/Phone/Email V 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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluatlon'Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. f Validation Checklist-Hardcopy Received Certificate of Independence FL380 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF. FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,-LNC. DRAWING 1-7-106—CERTIFICATION-OF-INDEPERDENCE_Ll:).-DF.__-.___- FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002' TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.tloridebuilding.org/pr/pr app od.aspx?garam=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UCB%3d 1/3 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party:Yes HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,. Approved for use outside HVHZ:Yes INC. DRAWING 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 p.s.f Created by Independent Third Party:Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HVS blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison.See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party:Yes 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 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M K E N https:/Ifloridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENERAL NOTES: 1.BERTHA-H.V.,,ACCORDION-SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PLEA,) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017'(6lh EDITION)OF THE FLORIDA _.._. BUILDING CODE THIS ACCORDION.SHUTTER SYSTEM SHALL NOT BE INSTALLED AT NIGH VELOCITY HURRICANE'.ZONES. 6ES04 YARD LOADS SNAIL BE DMRMWED,.AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE,JURiSDIC.TION WHERE SHUTTER.WILL TABLE OF CONTENTS BE INSTALLED WITH A'DIRECTIONALTY FACTOR Kd-0.85,.USING.-ASCE-7-10 AND SHALL MDT EXCEED THE MAXIMUM(A.5.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I THRU 15. 19 c&20, IN ORDER'TO VERIFY THE ABOVE CONOTTION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL 8E FIRST REDUCED TO A:S.O;DESIGN WIND.LOADS ARM 1: HV BLADES() & 11A BY MULTIPLYING THEM BY 0.6 IN DRDERTO COMPARE THESE W/MAX,,(A.S.0).DESIGN PRESSURE RATINGS INDICATED ON SHEETS II THRU 15.-19..&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENT9•AND-ANCHORS ON THIS P.E.D..AS TESTED,WERE NOT OVER STRESSED.A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS riMI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS:HOWEVER.A,WIND DURATION FACTOR CD-1.60 WAS.USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM'COMPONENTS 21-37 SHEET 3 BERTHA N.Y.ACCORDION.SHUTTER SYSTEMSS 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 313-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 10214.01-03,10716.01-03,#1004,01-05,c1214M-05;00317.02-06,#0609.01-10 AND g0210.01-11 AS PER TAS-201.TAS-202 AND-TAS-203,PROTOCOLS AND ASTM E-1886 AREA:2, HV BLADE(b AND BY WINDOW BLADE C1A� AND E-1996 STANDAROS'(MISSILE'LEVEL D,WIND 26NES 1.2 de 3)&t1220.01-10 AS-PER TAS 201,'203.&263 PROTOCOLS LARGE MISSILE. (WHERE APPI( BLFa -HV WINDOW BLADE Q J0505A1-08 AS PER ASTM E-t88S AND E-106(MISSILE LEVEL D.WIND ZONES.1,2:3)BASIC PROTECTION ONLY AND 0'0725.01-B8 M PER,TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.RN BLADE CD AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER.THE GENERAL LIMITATIONS AND:CONDITIONS..OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3,BERTHA N.V.ACCORDION PINS.(RN:SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TD TRACKS SHALL BE g14z2.75'AND 814x1:75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BECOATED WITH:BERTHA NV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS 14V SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE NV MARKING'ON THEIR HEAD. ENO CONNECTION 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCtATION.ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.'MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY 15 30.0 ksi AND 35.7 kst FOR PANTABLES SHETT It DETAILS 1^fi.CONCRETE/BLOCK SHEET 10 6005-TSALLOY.' ' MAXIMUM SPAN T ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A16 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DtN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 k9i MIN,TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLYW FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 S.BOLTS TO BE ASTM A-307 GALVANIZED.STEEL,OR ASI 304'OR 318 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEOULE- VIGGO SHEET 15 7.SEE THE FOLLOWING SHEETS.FOR ANCHOR SPECIFICATIONS:NV BLADE 0: 12,13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FRV BLADE Q&®. WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WCOD SHEET 1B 8.MIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06-779.582.COMPONENTS OF THIS,APPROVAL ARE.COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN METAL'.SUPPLY.INC. AREA 3: HY WINDOW BLADE hA ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY TH£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 W1ND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH.UNIT.MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIM OF HURRICNE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV ANO NO AREA..4: HV..WINDOW BLADE(1)ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION,SHUTTER IN ACCORDANCE MIN SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED TOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1704.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS.DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTtON WHERE PERMIT 1S APPLIED 10, 1S.(a)THIS P:E:D.PREPARED BY THIS ENGINEER IS GENERRIC'AND DOES'NOT PROVIDE INFORMATION FOR A SUE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D, (e)CONTRACTOR TO BE,RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT OLWQE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSISLIIY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E,O,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 BE RESPONSIBLE.FOR THE PROPER USE OF THE P:E.D.ENGINEER OF RECORD,ACTING AS,A DELEGATED ENGINEER TO THE P.E,D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINRS FOR REVIEW. (e)ORIGINAL.P.E.O.SHALL BEAR THE DATE MD ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE{Non Nigh Velocity Hurricane Zone 1111 +♦�•.r ®2017 TIUECO,INC. 02017 EASTERN METAL SUPPLY,INC. ♦,� � \�IrNs �..�. BE H TTA Accordion Shutter System . 1 I L E L A N C: A M S.S.A. N Y. MADE W/OR W/0 H.V.1MAOQN BADE American ShuHer Systems im H. DESCRIPTION oATE DRAWN.er. LC.. ' �F �j ♦ TILLIT TESTING & ENGINEERING COMPANY ♦ Association, Inc: I OLD 15-055 7/27/1, OATS: 07/27/17 T 0333 R.W.36'A.SL.51o.M.VIMNA aARDLNS,rLOROA 3ltB O C, Phe:.(305)871-1530.Fos.(305)071-1331 42&8 Westraods Drive on 2 DRAWING No r(` �UF({v(��8('�' tt� n-m�BtRR�ac0o9otsom West Palm Beach, FL. 330.0? 4 ,17_10.7 •�Sisj0�lll.S' r1t� WATER-h•TILUT Jr.P.E. FLORffiA U..0 44167 5 SHI:Er P.E._•S�FAr�B(FittAYUREJDATE 6 OF 20 .� .VARIES c 4 a• '� o um r �y 4.857' 1 4. - ' h . N. • r, Q1 FtV SOLiD BLADE' I�HV 9D•/18(r STARTER �HV UNIVERSAL FLOATER OUAUnED FOR USE W1 COVERED UNDER US.PATENT 0 5458179 QUALIFIED FOR USE 1V/ HV BLADED OHV r2IRECT MOUNTHV BLADE 01 1�A HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER `SEE LI DNS OF USE OF 13LAD ON SHEET 19 6063-16 ABLADED 27• �..$ LLOY AND TEMPER .124• 60 - TEMPER a226' 'DO• 0 OBS• 4''' 67 .67'4q v, 556' 2 ry g 842 ,ol o • I 4897• L— r _ ✓i •� O ,�� c .815' 2.092' 12 7 f jV ADJ. ADAPTER WAIP 46 6• .9 ,375• 226' QUAUFIED FOR USE W/ HV ®HV WAL —OVER TRACK ' ©HV ADJ. FLOOR TRACK sUl°E T(� QunuFIED FOR u E w/ HV ( HV TRENCH TRACK z65' 7 0• LOY A BLADE 1, QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-16 ALLOY AND TEMPER BLADE(DONLY. 1O HV RAINGUARD DLAOE A 0 6063-T6 ALLOY AND TEMPER OUAUFI€D FOR U E W/ NV 63-T6 ALLOY R 'T VARIES 5 1• 1 51 BLADE b• VARIES 1.936' 6063-76 ALLOY ATTT777D TEMPE 1^1.917• �o J oe3' O83' g - o '0u• 0 033,o •u� ' ,d a r r _i .ROD a 93' mo m .125- 670 • 9- .O9 �4 • �$ a' 670 3.5 1.68e- a P• 670 3.5 9• 1671599 `ar 11 HV CEILING HEARER (p HV HEADERIMLL 13 G •�\ O�FIED FOR USE W HV BLADE t ONLY, QUALIFIED FOR USE Wj HV BLADE ONLY O / 6063-T6 E %11'ANO TEMPER"' QUALIFIED FOR USE tV/ HV E 1 14 HD WALL HEADER/SILL SEE SECTIONS FOR VAUDITY-7 SECTIONS - DITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 AL OY AND TEMPER BLADE 01 ONLY. 6 TEMPER x COMPONENT A B T1 T2 X Y t IL'LXMMYMNt• 2" Z' 0.125' t' 1' 0.062• 10 17 2` 5'MAX. 1/8' 1/6'G 1' 3- IO.G90' 1� 2' 5-VAX, 0.192" 0.192' 1 SIDE ANGLES QUALIFIED fOR USE Wf HV AG,L�tA1NUM ANGLES t9 2:5' Y itA%. 0 190 .a;790 (?F V/ HVBLADE QUALIFIED Fa USE 1V/ HV-T6 ALLOY AND BRAD£ 1 ONLY. 2' ' ' 0.131` MPER 6063-76 ALLOY AND TEMPER **, R GRIM BUILDING CODE(Hon High Velocity Hurricane Zone (� 02017 TILTECO,INC. (0J2017 EASTERN uETAL SUPPLY, INC. S�.,4�r'=. ERTHA H TM z I L E C O -N�. AS■SA w Accordion Shutter System KY. BLADE#1,w/OR w/o t+.v WINDOW 9" TILUT TESTING k ENGINEERING COMPANY American Shutter Systems UV.W. DESCRIPTION DATE DRAWN W. LC. it • / v 8355N.Po.3EeA.St.51,.]OS.Y.RgRIA WRWT 15.RDRM J]16 Association, Inc. 1 OLD 1s-o55 7/z7/1 aTr: 07/27/17 , -,c Phono:(30S)971-1530.Fat:(3D5)871-1531 42fi8 IVestroods Drive a s ; •'rtHI81 wlawouocanm West Palm Beach. FL 33407 s DRAWING No - S�\••'•.,, ,. ��\\ EB-0008719 4 17— 07 WALTER A.TILLIT Jr.P.E. 5 SHEET 1 FLOROA U.144167 P.E:'3 o J ifA UkE/DATE 5 2 OF 20 46 O' '9 9• 1/4'-2W1/2' off CAST 4.578' .45' 293• o JJd' 6/4T HE10 fNRw 10(ISIKG ITED 1/4'-20 'ACHED THF[AOED DIE CAST rb40' '� 0 0 w m m� RMEO PANIED A t l o o wry �I';O •0 0 - n CRESS KNO TURN o 1.525' ti Nj o .318• BRASS CYLINDER `@Rl55 CYI.OIOER o.7. O'4g4•, + }, 'q &.KEYS(CMROM (CWOME PLATED) PLATED 21 HV CENTERMATE s 32s HV LOGK) HV EGRESS LOCK UALIFIED FOR USE W/ HV BLADE,& I LY (22� HV FLOATING 606J-T6`ALLDY nND TEMPER QUA ED'FOR USE W/ HV BLADE 1 & 1A ONLY ° y? 302• 7S`I QUALIFIED FOR 1V/ HV OUAL%D FOR USE W/'HV 6063-T6ALLOY AND TEMPERHV CORNER CENTERMA ,1 ONLY. BLADE 10& 0 ONLY. Q AUFIED FOR USE W/KV BLADE CI)ONLY 1-.250,0.0. 5te' +. 6663-T6 ALLOY AND TEMPER PLASTIC READMOLDED TO o if I�I 1.7 6' .045' -.2 'MOLDSCREWro.•1 I I N i P o o !60'AFTER RIVEfINC D u n �a4'. Og)• 0:T n "' 1/4"�-20+3�4" BEFORE RIVETING THUMBSCREW 1,A'J0-20 RWNUT* *SERIES 9444 ALLIULYUM(2024-71 AHOY)LARGE FLANGE TWN 1 2.730 I 2722' SHEET NUTSERT,PART/0820;AS MANUFACTURED SLY AVOEL PLAN „ FRONT CLLVA710N CHERRY.TEXTORN,PAR$VPENV,NEW JERSEY 07054.OR EQUAL " " T r56". I HV "T" LOCK CS HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE OUAUFIEO FOR USE W/ HV BLADE 7 ONLY �, MY FEMALE T LOCK CENTERMATE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUAUFIED FO USE Vr/ HV QUALIFIED FOR USE W/ HV BLADE iOONLY QUALIFIED FOR USE ALLOY HV N BLADE ONLY yV HV BLADE 1 ONLY, BLADE 1�ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE / 1 ) pp 5 917. .91T "1 J.161 Ts o o 3' I _ W i d T IUMBTURN D63" MINDER OR ^°f .216 m ry: .06 ,062 Ine 6 CYLKEY CYLINDER .z1r •:�5, `N .545• .n •,' ^ w R o 01175'Min. D D .4 .125'Na:. 31 QUALIFIED FOR USE W/ HV BLADE 9 & A QUALIFIED FOR USE W/ HV BLADE 1 & 1 6063-T6.ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER � 804' h c I QUALIFIED FOR USE W/HV BLADE 1 &lJ' 1/4•4-20 5s OR 3/8-6- 1.136' 6063-T6 ALLOY AND TEMPER ACOAL TlNYOSCEtEWi �1/2• 7HUMDTURN (SEE DE7A\5 DO CYL1t10ER 15' 1.57 M;n, Ofl KEY CYLINDER LOCKING ROD, � 9 41 �� la6•un.. -l75'O 1/4'o C% HD LOCK 4VALIFIED FOR TS USE W N HT BLEB HV 3 f 8" —16 ACETAL 3 HV 1/4" 0 20 AISI 304 BY REGENT HARDWARE MORTISE.LOCKS SERIES 2333 NOOK BOLT LOCK, 6063-T6 ALLOY AND TEMPER S_ S.S. TH�1 BSCREWS QUALIFIED FOR USE 1V/ HV BLADE 1�& CA INSTALIATION.VALL REQUIRE n 7/1 HOLE THUMBSCREWSLED AT TRACKS FOR PROPER EDMENT UWnED FOR NV 13LA6 QUALIFIED FOR USE vr/ HV BLADEQ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1\1 C. ®2017 'ASTERN METAL SUPPLY,INC, 02017 TILTECO,IN BERTHA HVIN \cFN A.S. A Accordion Shutter System 1 L E �7 ' 1 C O'I N c. ■ ■ ■ ■ H,Y.BLADE#1 W/cR W/0 KV.WIMC W BLADE *•�' /% ' American Shutter Systems 2CV.N DEStOPTION DATE DRAVOI BY. LC. * 35a H.W.TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 • 1 STATE QF_ Y D783 N.k]6N St,s.305.%ucxA WDUM FLamA].1 4268 Westroads Drive 2 -DRAWING No �\ Ph...:(305)871-1530.Fo+:(3D5)871-1531 p p r� \\ —mai th..OcWx m West Palm Beach, FL 33407 3 1 7.1 j O' �t I��'�' 0111\✓'�J'SV 1\5 EB-0000719 l tS • ti 11 WALTER A.71t.Ui Jr,P,E. P.E.�10A 1A�1A•e RE%DATE FZOROA uc.►44167 a SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV . HV JJe" 411 4,1 j® I 12 TO RUNE T P .062V HV BLADE 1 40 } E to t875•�+� �'=�==j �^3h I-1� x r ""'�J'1 ® \}i - w W�NW'N BLADE A625• � 0525 .0625• F{V BLADE lA 7 ® HV LONG RECESSED NYLON BUSHING s I n �� t'9 OFENW 0628, 1875• Y' U r (TYP) 0.062A- 3® HV SHORT RECESSED NYLON BUSHING 39 ®, HV NYLON HAT WASHER. (DOR ry 1 I �FLHT e RAON { ' R1:1 ® HV WHEEL CARRIAGE AISI 302-303 SERIES _ / I I Sp ® !! ;1 ! �///a2./67so• X m:870'x3/16"THICK NYLON WHEEL. 3 / I I , a 2,7/8-u1N. F21/4' w 0.188"0 AISI 302 SERIES S.S. RIVETS PA'� aa.a 315"9 SEPARATION 7.7500• BETWEEN .0525' .0625' ® HV 1 3/4" ACCORDION PIN Wj �8 HFAD EXTERIOR 1 (LL i7lt OPENri,Gs �/°5 SEG11eN,-V asw ® HV 2 31e ACCORDION PIN W/ #B HEAD 'k 41 �475" '� I" NTER ;? i°" ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I ! a LEAR BEtt+ESN ]yPICAL HV WINDW LADE AND 6 , 3 POLYCARBONATE HV WINDOW DETAIL i @OR ® i. �—® or @ N.T.S. r(SEENOTE FOR I itEOUIREMENTS) j OOR.® POLYCAR,gQN IMPACT RESISTANT HV WINDOW SAYER MA<ROLON 3103 POLYCARBONATE 12•MIN.CE.EAiu Ice RESINS, UV—STABILIZED GRADE OR SABIC Hy PIN SEQUIR ENTS AT EXTERIOR 13LAGE KNUCKLE FOR To eUDE Bon IN INNOVATIVE PLASTIC LEXAN 103 RESIN * �� f I Q1 OR ® I I I (SEE NOTE "F" ON SHEET 19). Nis Ii : (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR M' ; m = BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR ! E I EXTERIOR POLYCARBONATE SOURCES FOR as HV @ BLADE. TYP AS ICAL SHUTTER SEMBLY 1179CN. 'rPDe'aE AESa IT N,.S. Pool 9t62PCRT2S SiNNmlNO aw ..Oc,.aA+R (2) HV PIN ® MAY BE USED IN LIEU OF ®AND. ONLY AT Nv Pm®OR 6 RLOR ` E `er BLADE'S KNUCKLE. @OSifLL: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q 9o.az4 (SEE NOTE *FOR SPEC=vk'A N 4TO 0162 ao.3 W., 0.043 mrs BLADE WHEN CORRESPQtJDING TO INSTALLATION "it SHEET 7. 04�r O. 3 S REOUIREMENTS) Lars TDIS3.[van STRD1GTit AM D6M mw psi 9.000 P•.l I.I FLEXA I.STRPMH AT TW ASIU 0790 IZ500 P..l 13,400 "1 (3) HV PIN © OR ®W/ 1/2" O.D. 1/1'6" THICK S.S. WASHER 0 FLOMM tocaws AM NO 3a0.=0"L 3.5.000 Pa SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8jIj I 1 ue�rt SHEET ®. I i L N0Toa9 am A9N 0236 +e n-m/H n FT-OM 1 E CARRIAGE DETAIL ( LAYOUT PATC r SUL- AM DM t-147,Z x u°x uax N•.5. � MK 01'6UFi6116 ASTY 0(:M P7 BASS C-1 CU45 Sat'ma" AM 01929 1040'f 980 T INMUMIfe' 41110135 TO+SU 91904M A"M W t+G ASry 636 9202 P..l fist°"'L nHV BLADE SOLID & HV WINDOW BLADE DETAILS TdSLCS'AE599,76iE"a ' "'"°'° °'°'` END"I N.T.S. j7f1N/a»iis p, T0,N, FLORIDA BUILDING CODE{Nan High Velocity Hurricane Zone • ®2017 EASTERN METAL SUPPLY, INC. `,, T'•,.•�\n c f,' f/� 02017.TILTECO.INC. - V C'Y F•''•:- BERTHA N Ti., A:S■S■�■ Accordion Shutter System H;V.BLADE.#1 W/OR W/O H:V.W DOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems IEV'N. 0E9CPoPnOH DATE MAN er L.C. '••, 4`�' `� 6356 N g S6 6,5T"SI.•203.MONA 0#"M FLORa D3+ Association, Inc. 1 OLD 15-085 7/27/1 �,E 07/27/17 Pnona:(305)671-1530.Fox:(305)871-1531 DRAWING No 4268 Westroads Drive 2 sS/QI{AL ° ° :t�'0mo..`om West Palm Beach. FL 33407 ; 7_'07 WALTER A;Tug it.P.Ea P.E. SEAL/SIGNATURE/DATE nawDA LSc 1 44167 5 SHEET OF 20 pI-�z n 5 A D G Q 9 Y N 5 i 0b, n ads ;: �Q 1.TAAtiOATOfx cONOrrwN J1:ONE IN,LOCK ¢.ar SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 'OR 12,ABOVE OR,B OW 1 2 OF SHUTTER SPAN.FOR SPANS UP TO 105",AND FOR:INSTA TIONS,AT ANY ELEVATION.HV LOCK 'or W MAY BE USED AS.AN INSIDE OR.OUTSIDE LOCK;ATTACHED TO OR 7 CENTERM",W/(2);1/4'0-20-.x 1/P-LONG FIAT HEAD-S.S. M.S,LOCATION OF LOCK SHALL BE AS INDICA SHUTTER ELEVATION. 2. IF OESI OR FOR SECURITY PURPOSES, UP TO TWO HV int2 - LOCKS 0,OR IAAY BE USED AS,AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES I 'LO CEI SHALL BE AS INDI -` V r LOCATIO a BE ns INDICATED ON TYPICAL SHUTTER ELEVATION. Da-xv0 x - / IS W/�MID N.1L EGOIST: LOCKING RODS ARE NOT REQUIRED AT URRICANE P'STION, BUT MAY ;s 5,�/ - a9{i�4f 2 °'+45 BE USED IF DESIRED 10 ENHANCE SHUTTER,PERFO MANCE, LOCKING RODS, OR�AN ALTERNATIVE DEVICE h1AY ALSO BE USED,AT STACKING POSITION (NON HURRICANE POSITION). 4, ,ONEV LOCK S�BE USED AT CORNER R.ANY SPAN AND INSTAI.IA110NS AT CEYA"eNrFfY-F6 OUTSIDE OR INSIDE LOCK, 'g ( ATTACHED TO Q' COftNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODSSHALL BE USED. LOCATION OF LOCK 5� 8 x°4` MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCNE ULES SHOWN ON SHEET 11 BE AS INDICATED ON 2 AL SHUTTER ELEVATON. Q=ALIMI&TE TO MANONfOrrf PNOMON J1 VALID ONLY .. Q�� ONE ALTERNATE HV LOCK?e.MAY BE 11SEWN UEU OF NV LOCK or FOR.ANY SPAN AND 6x INST T10NS AT ANY ELEVATION ALTERNATE LOCK_¢§MAY BE USED AS.AN NSIOE OR OUTSIDE LOCK.ATTACHMENT It „ D-xvo $ OF 1/4"0-20x3/4 S.S.THUMBSCREW TO @9 OR Q CENTERMATES SHALL BE MADE W/ 1/4"at-720x3/4"ALUM. Q�'� — g -'I$ y D RfVNUT AS SHOWN ON SECTION,HVE, SHEET 6.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO G V LOCKS Al 1/3 OF`SHUTTER SPAN, .6' MANDATORY CONDMON[a'OR KEISTONE MOUNDHG INSTALATIONS:_ ONE HV LOCK Q or!8or aSHALL BE SE UD-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 0 or @ OY @ MAY BE USED AS AN INSIDE OR OUTSIDE LOOK,ATTACHED TO 0,or Q:.SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2'LONG FIAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 0 W/ CONNECTION I - OR( 'TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON .D e Taira FULL �I *NOTES ON HV "t" LOCKS AND CENTERMATES: HEIGHT. OF CORNER -�N(}4tIE9Y10 CENTERMATE ONE I ,, OR INSTAL ATI0�7 AT ANY 1LEVATION CALTERNATE LOCK 00 MAY BE K@ AAY I13C USED AS AN INSIDE�OR 0 MSSIDEL LOCK. ATTACHMENT OF LOCK Qg INCLUDES USING REINFORCING LOCKER U7,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES 0 AND 0 W/ 1/4'0-20 x,1 1/2'LONG S$:THREADED BOLT W/7/8'0 x 3/32' y ,„,,, • + WWONUT OR W/1/4'0-20xl'S.S.M,S, INTO A 1/4'Ox 5/5'RNNUT. LOCK MAYBE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW TIIOSPAN, USE OF TWO LOCKING RODS' TOP AND BOTOM IS.MANDATORY. @ T@ to+0 n7 e�j•r�a� .cl3oxs�)2` * C ERMATES: 1 HO LOCK 1I)iI HD I:EIITERMA3.2 W/131..c ONE ALTERNATE HD LOCK 0 MAYBE USED:IN UEU OF TYPICAL I HV BLADE SHUTTER ELEVATION HV LOCKS2;OR 0 FOR ANY SPAN AND INSTALLATIONS,AT ANY ELEVATION,ALTERNATE"HD LOCK 8 MAY BE USED AN AS INSIDDE OR.GUM LOCK.ATTACHMENT OF 14D LOCK 10 q�1S W/3 is x 3/a'F.H,SS M.S..AND INCLUDES REINFOiICEMEI7T INSERT5 AS'SHOWN ON SECTIONS NOB-HV6 AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR IV MAXIMUM BELOW OR ABOVE WOSPAN;USE OF LOCKING RODS g.IS.COMPLETELY OPTIONAL. ill/!/JJ/lJfiJjJJa+ MOM BUILDICO on igh elocity urricone one 111 ............., /21 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. vNZ ENBERTHA H .._�.. S A ,TA I E c O ,mc , Accordion Shuttez System H V, t #1 W/OR W/O KV.Wtt�1#RAM American Shutter Systems qLv.N 6£Semprim DACE DMWN�eY: L.C. /? TILLIT TESTING"!t ENGINEERING COMPANY Association, Inc. 1 0l0 15-085 7/27/11 OATS 07 27/17 8U'S UN.369,St.,5t.,30.MRUTA-GWOENVS.nCRCA.ST16 Ph-v:(ao5)e71-1s:0,To+:(305)e71-1531 4268 Weetroads Drlve DRAWING No o-Nw1;014c 0%0.ta n West Palm Beach, FL 33407 3 011-0006719 4 17-107 I+,I WALTER A.TIWT Jr.P.E. + PLO=A U-0 44167 3 SHEET P.E. SEAL/SIGI�A`(URE/DATE 4 5' OF 10 ONCRETE-ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR REQUIRED CONCRETE BLOCK Pl5URE0 CONCRE(E. REQUIRED 1/4'0-2Ox3/4'S,S, SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED '"-"� REQUIRED --� roqq (,� { (SEE SCHEDULE ON W/ I/4'-20 f"r r .. CONCRETE ANCHORS f J�' 17 Y$ �t'YSTONE(SEE MOUMRiO.®01+SNEEi 7) ( ,F r SHEET 13} 'NUTS fl 12'D.C. (SEE SCHEDULE ON SHEET 13) 12 DR114 "�y Mtn: 1/4*0-2GW4'&S. � MIn. EO ED... MACHINE SCREWS. _ EO EO USING.1/4'-20 NUTS �r ,1/2,, _-,._ 19 fr, 1/Y l O 12':O.O. E.D.+ •1/2.)-.�`� I I .250-Max. .f r =: 13 oR.15 -' rr !__.k 13 oR 15 f �00. E.D.!. �f -'� .250•Mo. OPTIONAL :: 1-OP110fU1 SEPAAAIIaI i ' Sa UnE ON9IiU . + ♦ i i MW.SEPARATION To GLASS 1 }"1t FOR DIKE 1)ArO 1 OR � I '. 1.1 EXISTIN°�--(SEE SChEgULE ON SHEET 11) ExIS07iC ' ox.vEEr.19 rat I. I I 1 MASS GIAS i N1D6�♦� l ;-(SEE'SCHEDULE ONTSHEEiq xlsnec BY WALL HEADER INSTALLATI. Guess--i @ HV WALL HEADER INSTALLATION E{y WALL HEADER INSTALLATION •f• KEYSTONE EXISTING r-_.---- I MIN.SCHEDULSEPARATIE O 70 SHECLAET 1 1 ' (SEE SCHEDULE ON SHEET tt) 1 cus' wA sro aA1 at T ' 1 OR 1 ♦ 17GsnSS^t i TO aASs(5tE I I I � I MIN.SEPARATION TO GLASS GLASS so4nutt s¢T , r-(SEE SCHEDULE ON SHEET I1) 11 fiTt RACE mA`D� 1 1 µ� i 8MMOh + 1!I EXISTING ' ' I , OPTIONAL al SELF t9 I ICH6(]1 CLAS um OPTIONAL 1/4'Mo. i E.D.• EO 1' 1 F / l 3 l5 E.D.•f I I I• a. ' Y iLE f>} .:1/2•L _p -13 OR t ,•` a - _ ✓^ Min. 12 oR 14 N LLIPS OTRUSS HEAD _ �,,.� 1/4'0-20d3/4'S.S.PHILLIPS J ✓ /�,� FA EQ MACHINE SCREW¢USING �''.1 CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS 1 CONCRETE ANCHORS I .. '" r \'.: 18 1' 1/4'-20 NUTS O 12'O.C, r (SEE SCNE13ULE ON VI/ 1/4'-20 NITS 6 12-°,C. I �(� (SEE SCHEDULE ON SHEET 13) t i,., M'P' ORUCONCAETRED 00I DOCK CRETE SHEET T3) POURED CONCR 1.J / REQUIRED .CONCRETE BLOCK IaCRETC ANCHORS W REQUIRED HV WALL SILL INSTALLATION (SEE`SCHEDULE ON O,HV WALL SILL INSTALLATION RED CONCRETE SHEET 14). OR CONCRETE BLOCK WALL REQUIRED 0 V WALL SILL INSTALLATION NOTE FOR CGt INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICJI SHUTTER TV E.0. EDGE DISTANCE ♦ SEE UMITAMONS OF USE FOR ASSEMBLY a HV BLADE 2-MOUNNNC SECUONS.CAN Be- COMBINED (SEE SFECIFICATIONS Oil SHEET 13) BLADE IA ON SHEET 19 IN ANY WAY 70 SUIT ANY INSTALLATION. III ►�,7! FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 41 .�`• ✓ 02017 TILTECO.INC, ®2017 EASTERN METAL-SUPPLY.INC IIE�ERTI VTI4 4 /--fi—icA S S A Accordion Shutter System �. E O rN c. ■ ■ ■ ■ itv el�InE#1 w/OR w/o N.v IMNpO'N ar'n� • ' ' American Shutfer Systems qcv.N DESCRIPTION DATE GRAWN DY L.C. s. 4`1� TILLIT TESTING& ENGINEERING COMPANY Association, Inc: I GLo 15-085 7/27/t DATE: 07/27/17 '•,, (OR1�1)` tV 11 csss I>w.34`a sL,sm 3os,wacRu c.ADDu.LLtaDA 3s+6 4268 Weslroeds Drive 2 %--0. ........... - � I+--- Pnone:(7o5)e71-1s7o.ro.:(305)971-1531 DRAWING No NAL p�RI tt' o -1:t1inoDooic- West Palm Beach, FL 33407 s E8�0000719 4 1 7-107 YA0ER A.TILUT Jr.P.£, s SHEET P.E. SEAL/SIGNATURE/DATE �ORDA 441G7 s 6 OF 20 CONCRETE ANCHORS } U,µ S1pAAr,0p1 I ��_� �/� i r e 1d:57➢AMMN POURED SEE SCHEDULE ON.SHEET 13) TO am(S6 �� L'l OR, � ) I TO C1A.s I t+ T CONCRETE ( I - EXISTING I r(ic[5cht0uti CN r SO4TXtAt Or REQWIRED , EDGE'13F -j!t Q)A•a GLASS I 'SME7 t17 ' SIw 19 Fai I 4fl10 r F✓�'rr+' .+r ✓YI �. E.D,•f/�J APPU IF EXIS H/Ot5(Dh. i^(s4.sa+!aw[ I 9 ' M St9TT a1 C I �.�df✓ t .,�•'',tt .r.✓,+ f ,' S� ALTERNATE i i I i > )i I i EXISTING i I I Ir I J "s'✓:✓I`'E6'i j�/ LOCATION I I i I 11 ANCHOR G1A56 j J1093/4'HEX WASHER HEAD i 1{ ' •'y''�f f I ,,fr, } r 1 T aft 13 aR 1 rJ I ]/B uM. TEK SCREWS O t2.O.C. s-,',/ f/,rr, 1 F ,� i DGE OF J/8 utv, CONCRETE ANCHORS r ; 8 ✓ / / �AP LAB IF E 6 ] LEE SCHEDULE ON SHEET 13) It J✓ EO !! Ep / ��': f f f I I I r r �:'✓/ ,/.I f✓��r//✓1/F rI ECGE OF �1,f ,/r'�r✓ f EXISTING I r i i EDGE OF-_i.r/ !✓ ..�;• ✓'IF a/ /(1Ir _ Rr t 1 f ;' f l' r /�'�r'f r SLAT!IF GISSS--) �C4°tE 1 >'�,✓rr tl/2 ✓a, l,r �✓ SEE / fJ'✓ f .✓/�,.'"/.i'.f./.' APPLICABLE L�. ✓ .•' /,,, i IF uN,STMwtrou t' EO a / y /,',/ / ,• APPL1CARlE p,RED POURED FLAT 14EAD CONCRETE ANCHORS I TS:,fOIA�Etl7 9E1.T_ f ,✓,+`✓ f ,� . p`,t ., f C R E.D. CONCRETE (SEE SCHEDULE ON SHEET 14) -•'' a�8tO18E(D 1 (] +. POURED. ,+ f.�s'.+r,�.i .I, f."r,r' /".r REQUIRED 9* CONCRETE 'R UtREO .FLAT HEAD SCHEDULE ON ANCHORS HMsmac LF9 REQUIRED E.0,• E D.• (SEE SCHEDULE ON SHEET 14) It TRENCH INSTALLATION QALID ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER (C� HV CEILING INSTALLATION Q t SCHEDULE 13.SHEET I EXISTO ,,,,,9PAA AiXXN i s¢wAnrcav CONCRETE ANCHORS G _ 1 to w7s5. I t I �1 O (SEE ON tmo RW& ID TAPCON w/ (S EElOb�O T��1) I 1 EXISTING. J i EXISTING t t EXISTING R001JOtOV OR 1/ro1f I 4- I uN.smA¢vnx,9 I>Ap �� FASTI7MERS UF4R,ANCHORS w GLASS GLASS -I(m soma cR su[T tU ' 1 �lJ I / WAX. 1rlL`wo.=N t0 1 Ve MIL 04MUTTIT O V. 10 i r i i } -;rya:�WnE Iq I O.C.FOR UP ro 6'=0'SPAN AND +-O.C.FOR SPANS LARGER THAN - I ' I 1/4- _ 1 G-C'1P 10 W-D'MAX.7Y - + SENIlII AT A r FASTDrt.R IRId 0'A'•)(m=rgiE N .�..�. 1/2- s 3—(' s EEr n TYAL umu9wta a A r j 8TaX3I4• AD D•, WAX, 1 9 3 oR 15 I I 11 WASHER HEM cctR.Sr" ' TEK SCREWS r p14X3/4' HEX HEAL).....(; I T�--• f T 3/a•.,� ,' I, •E.)• /�l/ v+'.-20.J/,-n us TEK SCREWS O 9'O.C. I ___ r 1 OR 9/4'0-20 S.S.N.S. ' CONCRETE ANCHORS 1a 6 •O J/ 019'Oi•CS.D.S. _ I 1A%- �;1: '��f i USO,�c 1/4'a-20 NUts W/NUT O 9-O.C. I SHEET i4�ULE ON n I1�r ✓' 1/z -f o tY O.c. f �✓j �iP- ---' { \ 17 TUPA OR 18 t/2' }1' f 2.00•It. E'OMI ✓✓ wAii�ielu oEcoR'ect '17R18 _ I' ,1 t 'i ✓'3 I / 'r' e'` SLAB EDGE�F 4 `�\\ F.H.S.D.S. •y• A1ftJ. P01tRFfl CatieAE7E 7/8,` ,1 7/8' ,� - APPLICABLE 4 \—CONCRETE ANCHORS '-SEE NOTE IJ(L,j ('""''SD 9'O.C. s _ .•. �- REOUGiEp r, r EE NOTE 13@). ' J E. POURED CONCR (SEE SCHEDULE ON ON SHEET'1 .• , POURED CONCRETE ON SHEET 1' OROCONCRLTE OCK SHEET 14) OR CONCRETE BLOCK REOuIR£D. REQUIRED QM KEYSTONE MOUNTING INSTALLATION PTIOt1AL POURED CONCRETE K 00 S 0 HV WALL WALK—OVER INSTALLATION Uk WUU SIIUT RSPA PRESSURL•,G,:72 pal REQUIRED IlAXWUU SituTTER SPAN 9'-0' INGUARD INSTALLATION f wm- THIS OYABTLE VACH P£RFON aW ED ' E.Q,-EDGE DISTANCE ADJACENT TO AN OPERABLE EfUT • SEE LDA TATIDNS OF USE FOR I-SEE.SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE AA ON SHEET 19 INSTALLATION DETAILS W f HV BLADE ASSEMBLY 2=MOUNTING SECTIONS CAN,BE CONBINEO 1N ANYWAY TO SUIT MAY 1NSTALLApOiL IIT1t A. j '%� fLORlDA BUILDING CODE Hon High Velocity Hurricane ZonZt1ke, 11 ............ 02817 TIL1EC0,INC. 02017 FASTEiAN METAL SUPPLY,INC. � js� BERTHA 1 *1 /TMECO �,.,5,Si.A,.0. Accordion Shutter System KV 131 DE{#1 W/OR w/o KV WNDO v BLADE ~ t American Shutter Systems ,N. DESCRIPTION DATE DRAW14 BYr LC. TILIIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-Oas 7/27/1 DATE 07/27/17 �` Q �.;��AAA A]55 N.Yi.JEST.SL,Sl,.305.VIRGNtA cARDas,nu+a JJtat Ph M :(38J)s71-1830,Fox:(308)871-1531 4268 Westroods Drive 2 DRAWING No s�aNALEN�'\ ,-mole Icotxom West Palm beach, FL 33407 J 17_107 w II CB-0006700.8719 r•`a.� iiiir/'rr•' WALTER A.TlLur Jr.RE: 4 P.E. SEAL/SIGNATURE/DATE FLORIDA lk /igfiT 6 SHEET OF 20 SEE END WALL SHEETS 19 k. 18 SEE NOTES ON LOCIONG ROOS 0,HY LOCKS ID of oUT �. 0 �� INSTALLATIONS iN 1 HV * AND ALTERNATE NV COCK 012 sHELT 5. N --ExMlIN0 GLASS (/ BLADE SLACK.DETAIL 11VF Is VAtla FOR ALL BLADE Wj H.V CENTERMATES CERTERMATES APPUCATION WIN B1AaE01 OR S END WALL NNECTIKlN ��Q 10,5-61 @.1a7- .@. EXISTING GLASS DETAILS ON SHEETS 10 a:2.,/s`,o-2 ®•®°p�`�a�.� 3 1/4 7' B 1/2' 7' (6063-T8 ALLOT).ALUM, I METRYCA ANGLE W/f2) 1/4'4 TAM 1/2' ANC RS TO CONCRETE CENTERMATES 1E CENTERMATES (Top no di' f10r3/4`-sms.,b,12' MI PRRATIQN (a)d10n1/2-_S,N.S.TO TD13E DJC.Fut1:LENa1tt. HV LA IC or 25 {/W��/` HV l-QcK or 2 AT EACH AUGLN(CTP) C ` +')Q,1 a * 35* 1 N V 3� tON P £ET'TO �i ti J 'C/J Rm * I O IS X(D 3 ©on�ue©*Qoe 8O 1a •�� O 1 a HVI3 OUT (� H @ 1©'Qow HVA al�de, 7 -(g)- -@3� POOR NCRETEOR � EXtSTING G4�Q r EIE,COCK WAIL d,1J•©"r®'Q•I�HI 10 �✓°'\J•�°R ► Eou £a 1ST1N0 .@a'1�..®a®. eN S M __.,_ ___ i _. + :��y_.�-0`:�:� MIN.SEPARATION 8 �,�.Q•®`"�•@�1�E sTIN 1 CENTS ATES 6 <18V��8 •�7 ro cuss ar (SEE SCHEDULE Q * b W LOCK 6 ONTER R) V` ®` ® ON SHEET 11) ;{ NIIN.SEPARATION _ b9®. ------ TO GLASS ��VJJ (SEE SCHEDULE 1 N OPTIONAL ON SHEET 11) GNTERCAR) 1 _ - - _"_- - 'Q'UT CONCRETE , ' ANCHORS a 161 O.C. ._ 1 SO' • �. * w `C� Lj7�:a IA•j, QUT a 1/2°MAX.SIAC'�[ A fJJ/ C"y HVD oUT �1 * . (EXTEMOR) HVE HVE** d+FFTU "�`'0rr.. FLORIDA BUILDING CEDE Non High Velocity Hurricane Zone ,1,11Q•'•\,\��NS. +�� 02017 TILTECO,INC, Chi 2017 G4STERNlAETAL SUPPLY,INC. • 13EFITHA HVTIA A s A Accordion Shutter System i L. E:C Ca r ■ . ■ tLv 6 v vnNnowu�E#)w/OR w!D H e(a> a � American Shutter Systems. 2 TILUT TESTING.& ENGINEERING COMPANY rv.N b"ClupnoN oATT Gvaac w: Lc. �•.Q" \ Assaciaiton. Inc. 1 OLD 15-065 7/27/Ir.DATE: 07/27/17 �' •., w 1� 67ss n.w.J5U.St. S1i.was.NRGiNu WRI7O15J ROR6A 73re PNorte:(305)871-1530,,Fat:(305)871-1531 4268 t'/estroads Drive 2 DRAWING No S+�D�A��\1�1p1 e m ES-00006678.cum West Polm Beach, FL 33407 ` •�"i rr,r WALTER A.TROT Jr:PF- 4 O� %errs er7J+ s SHEET P.E. SEAL�SIGNA7UREfDATE FLaR9A ua. 4A157 s 8 OF 20 ALTERNATE INSTALLATION W/HV "T 'LOCK 0. H MALE✓FEMALE "T LOCKS GE TERMATES' 28)T( & LOCKERS Q�W,/� Hy BLADE sa fN0 comNECTI,ON DETAILS ON SHEETS 10-At 18 INSTALLATION C1) [IV BLADE 0UT / _ riSDDNa'r w W/0 I IV I ouoE suet;CETUL rrvr.rNar.ATEa oN SNEEF e; HD CENTERMATES I AS WELL AS UNWTBSAL FLOATUIC BUZZm DUN,NOD-.VD. �q�q 6�•Owbw)0•®a OmICATm""'tM SHEET.WY.USM WNH TtUS ALTERNA IMALLATION DtTUL Haa SHM IN T t. SH SEE END_WALL CONNECTION QUAILS ON SHEETS 10 h 18 a a•�F�a•,o-z• 8�'�a f�9'�u t 35 35 (coal-ts ILL0;7 Uwe. . k+Rc r/ca 1�o'ra �a 1 poe/rmnu4' - ---------------*-------------_ _ ___ toanOoa) 4 (OPT"41) t' (4)110.1lr s.Ms:To TtlBf 110W/4•sus,0 1z• '3 _ AIr(1 ANCtt(rm) i O.G iuLL L:f.'LML _IN .._...____.....—...(+)H'VI __.... ____ IN-- ----1- QHV "T". FINS(TYP.) _ - (4)Put Y. 7. 5 " 3 LOCK (INSIDE) 1 _ 7 a�" I'L 5° aN LS* t) 5 28 2 1 , t r/�• ate. ]J OUT 3]oR 2 3 31 oH32 3t oR32- 31 oa3�2 4 * 35# *SEE NOTE s FOR Nv Lac1c 2 IW4" 0-26 x 1 1/2" S.S.M.S. (OPTIONAL) ®• W/ 7/8"0 x 3/32" WINGNUT. (aPnwm)HDB—HVB ffGfl HDC—HVG 'r LOCK.ON SeYr 5. (9HV '7" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES {N.t`�y, W/ �L=-K (EXTERIOR) WZ & LOCK (INTERIOR) •r SEf4E5 OH{..ALLDIaIaM �..2�TG(�* (202{-TJ ALLOY)UAOE ilAKDE TIWt �a®-w©• 7OwOa f a•®a SHCR 11tirSERT,VIAT,i..OB20, A'�� A5 uArNFAC1URED BY AVOEL CItERRY 1 •Y:J^1�•®w.Q•Qw Te%TQerL PARSIPPaI,'NEW aENSEr 0-0 O , O O 0705!QR Egwt 6 O 7 . a • a 3 *su"aw.aN Lomw Doos0 a w®wC.S on vw um vmL FuKTm,mADE®wAY„m-1AO a A VN faF,ALL CENTVWAT6.APPDCAT0AS'MRH DUTcO HDD—HVD#s FLOATING STACK IJllJJ/JJI..y� t'l A. r FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 •' OSOf]TILTECa,Me. 02017 EASTERN MEAL SUPPLY, INC. �� SIC EJVs�•. ✓� BERTHA H T1J A 4 A Accordion Shutter System I.L C'O f N C. KV. BLADE#1 Wt OR w/0 KV.WINDOW MACE f �y TILUT TESTING & ENGINEERING COMPANY American Shutter Systems R. aEscalPTloN oatt oRi erl sr. LG aJssaFW sa,e.St.,sla.JaJ.NRC aA aARanrs.FEOAmA3318Assootatlon, Inc. r OLD 15-0$5 7/27/1 wtE 07/27/17 PAo-,:.(J05)871-TJJO.Fax i(305)071-1531 4268.'Westroads Drive a /� ""`•�G� 1¢I o rroEeU��0.0140M West Polm Beoeh, FL 33407 J DRAWING No _ HALE 11 17-107 .. ��JIIIIII WALTEH A.IRLUT Jr.P.E. { P,E. SEAL/SIGNATURE/DATE FLORIDA Uc:P 44167 5 SHEET a 9,017 0 POURED CONCRETE OURED:COi f '---POURER CONCRETE NCRETE A POURED CONCRETE OR r� OR"•CONCRETE � �•'� OR CONCRETE 't CONCRETE BLOCK WALL ,J REQUIRED- i •`' '' 'j OR:CONCRETE �, BLOCK-i4ALL REQUIRED r"' BLOCK'WW,1.REOUIflED I, �` BLOCK'WALL REOUIRED f . ,F3 EXISTING GLASS •dF /�E%ISTING'CIJ'S$ �r' e�' /' ''r •'" / -- -� r rr� HAM„ EXISTING GLASS CONCRETE ANCHOR' EXISTING GLASS .•'' /� ,r� r" `-•, ._/ ,F f'� ® 16 Q.C. .+' �[..� _j�' ••'` b✓ t>'tM. IRAhCC( � r 1 P+�2'.MIN.y'r t z' ,;_ �. TO'GLASS(SEE "' �`'. 1Atie5tPIf9TKW f rt ((F,,.�fi IAN.5 'RDV AIUI SWARATK+N *� SC1iF1XUtE ON SHEET TO CLASS(SEE, EQ s EO TO GLASS-(SEE -` 11 IF HtAPE�omp i z' r SC HMULE ON SHEET <,t" I „!° TO CLASS(SIT "� SCHEDULE ON SHEET 1/16"k3"'MA% Civ 5}tfEl'19 FOR I !`� '' /f.y`. 11 FOR a ADt(DAfO (6063- NT. (D&a ON,SKEET T9 hvb I 1/2'.a �r a SttET m t ON S}&Ef.iG.FOR M.CLOSER EiltSrrS®k® ` s.AOEs O&Q� ER l (LOCATE ! B1lm65©&Qa PLATE.,(LOCATE 1/2' ` I AT EITHER SIDE LAIN IIIIII&N � < OF SQ) 1/2-LAIN. ( OF 4U) � 1I FUSE 1•;OR 2 MAX. L �100/2•S.MS. ! 1' ^—,;" A]UMINUM PLI CLIP' ANGLE B•xO 10.1/2`5.M.5: - -- "T 016'O.C. a IV O.C. ! (6063-T6 ALLOY)AT MaDHEiQIT (1)110.1/2-SM.s.TO(D& 4 � � � (2)1/4'0 TAPCONS ANCHORS TO ® WALL Al 1.O.G. (LOCATE AT 5 SEE DETAIL Hec11 1X. 1 0R EITHER SIDE OFO) ) ORSID 'OR $EE DETAIL X FOR 1 OR�` TO TRAC ^ d SIDE CONNECTION I w®n B�t,O7 BQa�•®n SEE DETAIL X Fb a 6 )w,8�y, I •�n TO TRACKS .- w 6..7 w 8 1 •�w ®tl1�•��,®w SIDE TO CONNECTION t R®a©`,IO^�w_®y, �w I. .,a�w�.�3 o•a. a 10::®w�..�a©.� .Q.@-R®J".'@ 7 -0-0.0 4�°�®•`1:J°• l'.'!'® ®•®®®•�"• l:J•�L.I'•w�•�n�•$.:A w�� ©`®m®'®a�.,�w�.� w0` e�j•�d(V9'�w®`�w® END CONNECTION DETAILQ END CONNECTION DETAIL 4Q. END CONNECTION D TA-1 IJ END CONNECTION DETAIL 2 i REOUtRfO ONLY FOR SPANS GREATER THAN 12'-0• P NCREiE OR EXISTING CONCRETE BLOCK WALL EXISTING GLASS ' REQUIRED :rf TO MASS(SEEI �� 6 16 O:C' lt�t I 1/ ��'� C�T r"" � __ ©OR&R(DOR 11 F V�d CONCRETE I/2'MIN. SCHEDULE CN. V L. x OII SHELT 1 ANCHOR® 11 FOR BADE ITjAIJb �� @OR@OR(9OR@ El .^ CONCRETE ` =(j)dt w 12' OR() -O %?DES®k FC 4 ANCHOR "E0' - ,.6 IV O.C. _-^- 1/2 MIN. 1'`- OR E4 _ �.•C B DR®OR 1� .�; 2 MIN, I ♦ SEE LIMITATIONS Or USE FOR 2'MIN �� y w .� UWE@ON SHEET l9 �OR�OR 1�OR�0R 1� S!!-. f 5 1 OR &N PLAN / ' k �� .DETAIL X ( 1 OR �� a�a©•�7 w®'10•®w LPOURED CONCRETE pR ®°'Q•07'° mt!.J•® I END INSTALLATION. CONCRETE BLOCK l4ALL w n 10.�®nQ�7• 1�.®'n L� /� REWIRED 10e®p:®•® �. 0,5,;;/•�w©•�•�'" FlV BI..ADE OR 1-1V 1{�INDOW BLADE INTO CONCRETE OR CONCRETE 13LOCK WALL. END CONNECTION DETAIL�' C7B•��® Qw •�S�+Q; < '��, NNECTION DETAIL® w FLORIDA BUILDING CODE Non High Velocity Hurricone zone` 11��. ••'•" a azD+?TXtrEc - 0.2017 EASTERN METAL SUPPLY,INC. T VTM • ? Accordion Shutter System �` A■ A ■ACOtpa ■ NV.BLADE#i.W/OR W/O KV.WANbIJIM SLAW American Shutter Systems TILLIT TESTING do ENGINEERING COMPANY Inc. �• OLS15-0 N CATc n, 0 7 Q Association, c 1 OLD 15-085 T/2TJ+ an, oT/27/n sass ILw,pax 51 s1. MI ;fd. .(305).1-153 aria g208 Westroods Drive 2' L-1 Ph.-;(a0s)97a ISao;H'n.:.(3G5)en-1sa1 DRAWING No Olt` wALTErt an�6.139 P.E. West Palm Bench, FL 33407 .4 y 7--107 ''r�risirtN�' 5 SHEEN P.E. SEAL/SIGNATURE/QATE cLOICD+.Ur'.a 4a+sT a 10 OF 20 SCHEDULE-W1 SCHEDULE 42 SCHEDULE 93 MAXIMUM SHUTTER,,SPAN L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+"' MAXIMUM SHUTTER'SPAN*"L+" a (itJ.,FOR INSTALLATIONS W/ OR 'L (ft.) FOR R L-" (A. INSTALLATIONS TpLlA7TDN 1 N0 NlIES. CENTS MA . ® &® Or,�il or(i�? INSTALLATIONS Wj WT CONCRETE& (1)Lt IJAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK or or or &; AIANSORY R. S 00&D POSITIVE A.S.D.DESIGN PRESSURE RATING: Hp LACK W/ NO.LOCKING RODS' or ONE HV LOCK or or, O. A.S.O. DESIGN PRESSURE RATING. ONE HV LOCKSGENT®A 28�;t29 W ONE Wj NO LOCKINGR66S j NO LOC6<iNG tYALL A, fl, G, 0, E, M, N, 0: P; L MA%' IGN PRES SPAN FORTIN A GN£ti NEGATVE j � OO MOUNTING F. K& L V. J G�'T" LOCK 30 W/TWO LO('QNG, (SEE NOTES t,.It). .(vk.10 FOft MOUteI1I I)i (2) PROCEDURE TO DETERMINE MAXIMUM'SPAN.FOR RODS 35 TOP,& 8t)TTOM EE .SHEET 7) FLOOR/CEILING G, H, I;11, J T. U. W&X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: 7� nn CONCRETE&WOOD MOUNTING, .CONCH 1�A)0;INSTALIATIONS.IV CONCRETE de M wlRulw D.DE11 IN �, .Dave" GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. AgA.OLAGN AS0:0EfiGt :ASA..OESCN INSTALLATIONS FR MRI: WALL MOUNTING FLOOR/CEIUNG PRMSW WALL.VOU,mtr rREMURE OETERMiNE MAXRAUtA SPAN,'L+'FROM SCHEDULE. MOUNTING MTMO & Ram° FLOOR/CEIUNG.Mou,m GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, Tv',L) (pos FLOOR/CaUNO MOUNNNG (P.O.) OR DETERMINE AIAXIIAUFA SPAN "L.-'FROM SCHEDULE, C.OR I) {a.OR^) 0 OR ) FLOOR !JL MOONTWp �l L 1 IR), L-14) Lf {4) L-,{it) L t {R) L-(+1) L 3 (R) t-{n). V MAXIMUM SHUTTER SPAN 'Lt'OR`L FOR 3O OR LES 16'-W 16'-0- 16'-O- IW-0- 30 16'-0' 16'-0` 30 t6'-0" 16'-0' INSTALLATIONS INTO WOOS!SHALL BE UMGED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 T4'-10' 14'-10 15"�$" 16-0' 35 14'-l0' . 14'-10' 3g 15'-2` t6'-7 p" 105 PA A.S.D.DESIGN PRESSURE RATING:, )A11�MVtd DETERMINED SPAN BETWEEN"L+'AND -L-'. 40 13'-10' 13'.-10' 14"-2' 75-_2' 40 1J`-1 D• i3'-1D' 40, 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13•-1" 13'-)" IT-4' -14'-J• 45 73'-7' 13'-.1" 45. 13'-4' 14'-3' t HV CORNER CENTERMATE ffJ„l.1AY BE USED AT ALL COMBINATIONS IN BETWEEN SMALL MOUNTINGS 50 12'-5' 12•-5' 12'-8" IN-7" so 12'-6" - 12•-5' 50 12'-J' 13'-t" MOUNTING INSTALLATIONS:LOCKING.SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS, 55 11'-10` 11-10' 12'-1' 12'-IY 55 IV-I0• It'-10' 55 11'-1' ld'-Ii' SHALL BE AS INDICATED ON IAANDA70RY CONOITION 42 FOR A GWEN POSITIVE A.SD. DESIGN PRESSURE 60 11'-4' 11'-4' 11•-7• 42'-4" 60 11•-4' tt'-4' 60 10'-2 tD'-n' NOTE ff5,SHEET S. RATING: 65 10-10- IO'-10- it III'-I 1 55 10'-10' 10'-10' 65 W-5` 10'-1' p£TERMINE: 70 10'-6" j0'-b' iD'-9" 7:1'�-S" 70 10`--b" 1D'^6' 70 S'-9' 9-4' U+-MAX,SPAN FOR WALL MOUNTING.INSTALLATIONS. Ls+- MAX,SPAN FOR FLOOR/CEIUNG MOUNTING 75 q0'-1" 1Q`-Y 10'-4' T4'-1' 75 10'-i" 1&-1* 75 - 8'-9' tt EXCEPT THAT MA10MLIM StDUTTER INSTALLATIONS. 80 9'-10' 9'-16' 1w_0" 10'-9' 80 W-10' W-10" SPAN'L+'OR 1 'AND MAXIMUM AS.D.OESING. FOR A GIVE N NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6" 9'-6' 9'-0' lo,-5" 85 0'-6" 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-J` 9'-5' 10'-1' 90 9'-3' 9'-J' OR CONCREiE BLOCK SWILL BE LIMITED AS FOLLOWS: DETERMINE: t- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 8'-9" 9'-2" 9'-10' -95 91-0` W-9• LIMITED TO +64.-72.Pls.f. AND 8'-0' SPAN, SEE L2-- MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 �8'_9" .8'-4' 9•-0' 49'-�4� 100 8'-9- 8'-4' MOUNTING )ON�SHEET 7. INSTALLATIONS. 105 -B'-]" 7'-11- 8'-9" IDS, W-7' 7'-11' 110 8'-4' 7-7' W-7' 1T0 8'-4" 7'-7• FINAL MAXIMUM ALLOWABLE SPA1J IS EQUAL TO THE 11 -a-- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN-L1+•, 'I7}`, -L, AND`L1-. 120 8'-0' 6'-11' 8'-2' 8'-9' 120 W-0' 6'-11` (4).GO TO ANCHOR SCHEDULE WITH FINAL MA%IMUM '-e" $'-' 8'-5' t9'• - -'6=8" ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN �_ — S 130 7•-a- 6'-5- 7•-IW 8'-1' 00 7-8' 6'=5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7•-7- W-2- 7'-9- 7'-9- 135 7'-7- 6'-2• WIND ZONE SEPARATION SPACING. 140 V-5" 5-1r _T-7• 7'-6- 140 7'-5' 5'-11" ASTM E-1996 TO GLASS 145 7'-T 5'-9' 7'-5' 7'--3' _.145 7•-3' 5'-9' 150 7'-2" S'-T T-4' T-0- 150 7=2" 5'-7' 155 7'-0- 7-5- T-2- W-9- 155 T-0" 5'-s' 1 THRU 3 1" 160 6•-11' S'-2- Y-t' b`-Z' 160 165 6'-10' S'-l- T-0" s'-4- 165 6'-10' S'-1' 170 6'-9' 4'-11" W-11' 6'-2' 170 W-9' 4'-11" 175 6'-7. 4'-9- V-9' W-0` 175 6'-7' 4--8' � 180 V-6' 4'-8' 6'-8' S-10" 180 'W-6' 4'-B' S.:G H ♦// B LA D E 185 6'-5" 5'-11' 185 6'-5' 4'-6' 190 W-4- 4�-5' 61-8` 5-6 ISO 6'-4' 4-5' 195 6'.1' 4'-3" 6'-5' S'-5' 195 6"-3. [JEg-P 6'-2' 4'-2` 6-4` 5'-3 200 6'-2'205 6'-1" 4•-1- 6'-3' S-1' 205 6'-1' '`'% FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �'A� �•.• ��+ 020/7 EASTERN METAL SUPPLY, INC. 02017 11UEC0,INC. ,�'s�`"'" CEN$F .•.� BERTHA VVTAf A. `.5■A>. Accordion Shutter System H.V. MADE#1.W/OR W/O H.V.' =M 13LAIX *i AmeHcan Shutter Systems CY.N 1ESCRIPiION DATEORALN fIri 4(0Y. LG. TILLIT TESTING& ENGINEERING COMPANY ;�•t `Sr` 6355 N.W,361A. Association, Inc. I OLD 15-085 7127/1 DATE: 07/27/17 L Pnona:(]a3)871-IS]0 (]05)871-1531 4268 Westroods Drive 2 DRAWING No ...........' W 11 mat:L[RccoOaoleom West Palm Beach, FL 33407 3 EB-0006719 /0NAL t1 yV �4�'t WALTER eL TILUi 4'.P.E 1 7� v7 � FLOR10A Uc:1 44167 5: SHEET P.E. SEAL/SWURE/DATE 6 .111 OF 20 MAXIMUM ANCHOR* SPACING (in'1'SCHEDULE FOR A GNEN MAX.'SHUTTER SPAN'. A c n DESIGN N GATTVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE [yNGHORS.SPACING'_LEGEND MNS POURED CONCRETE SEE u DNTIt/65 w,e,c;D AN0F ON S -$ POURED' CONCRETE.BLOCK TAPCON OR A WALL HEAD. MOUNDNQ A WALL HE/1SPAN � MOUNTING WAL4 HEADER'MOUNIINQ 0 WALL SILL. DUNDNG D WALL SILL QUNHNG C& WALL.HEADER/,SILL TAPCO14 WITH ADVANCED RMUMNW/ W/. MOUNTING. THREADEORM.TECHNOCOGY (TD ASO.OE9CN14GUNE P/a3SVRE.RAR.O ASO.DC901 NEOt1NE M=K Rao 59,OE M NE01Tn'FREMS fWWD ASe.TIMM NC04tW14tk5Ra MINO 15A"DUms=lEGA1GE PRWM RUM WBASO.DOM NEOINE rF=K M1R1li ALL POINTS SOLID-SET Z01 49 60 75" 90 120 160 205 30 40 60 75r 90 120 160 205 30 40 '60 75 90.120 760 205 J0 40 160 175 190,120 160 20S JO 40 -.6D 9S 00.120 16t1 203 30,40;60 75 fl0.t20 160 20S BLUE TAP 14 ,12 10 9 0: '8 6 1:6 14 12 10 9 8 8 6 14 112110. 9 8 8 6 6 14 12 10 ,9 8 8. 6 - 14 12 10 9 8 a 6 S.5 a '8 3'-0� 14 12 10 9 8 .8 6 6 14 12' 10 9 6: a 6 5 14 11,'t0. 9 8 a' 6 a 14 12 10 9 8 a 6 .6 /4 12 iD .9 a 8' 6. a a- a 8. a a e a $ 7APPER4 OR 14 12 f0 9 -a 'e 6 5 14. .12 10 9 8 6; 6 0 14 12� 10 8 a 8 6 6 14 12 10 0 a 8 'a 3 14. 12 10 9 6 '8 6. 6 a 8 a, a B e e $.5 14 .12 10 9 0 :8 ,6 5 14 12 10 9 a e 6 IT 14 12 10 .9 S' 9 a 6 14 IZ 10 9 a 8 It 14 12 1D 9 a a a 6 6 a 0_ a a a 8 7 14 12 10 9- 6 .a 6 4, 14 12 10 0 a 6 6 6 14 12 10 9 8 a 6 6' 14 12 10. 9 8 7 14 12 '10 9 8 7 &3 - a 8 8 8 a 7 5.3 4'-0� 14 12 .10 9 9' 8 e 4 14 12 10 B a B 6 6 14 12 t0 9 6 'a 6 6 14 12 10- .0 8 9' &5 - 1{ 12 f0 9 0 a 6 6 8 B B' 8 a a a 8 14 12. to 9. E B 4.3 - 14 12 10 9 a a a 4 14 72 10 0 8 a- 6 6 14 12 10 '9 6 8' - - 14 12, 10 9 8 B' 6 - a- B 8 8 8 a e5 5 14 12 10 9 -8 8 6 4 to 12 f0 9 8 8 B 6: 14 12 10 0 a- 6 5 .6 is 42 10 9 8 8. - _ 14 12. 10 9. 9 9 5 a 8 a a 6 6 7 55 14. '12 f0 9 8' 8 4.5 - 14 12 10 9 8 a 6 35 14. 12. to. 0' 8 8 8 6 l4 12'i0 9 7S - - 14 12 10- 9 7.5 61 5 - - '.8 8, .8 8. 7.5 5.5 4 3 * SEE ANCHOR: 14. 12, 10 9 8- a 45 14 12 t0 9 8 a 6 3.5 .14 12 10 9 a e 6 6 '14. 12 10 9 8 7' - 14 '12':10 9 8 a 6 - a a 8 a a 8 a B S. 14 12 to a ..8 64, - 14 12,10 9 e .8 4.5 T, 12..1a 9. 6 a s 5 J4 12. 10. 9 8 J - 14 t2 10 9 8 7" - IT 8 8 .8 a 7 s' { SPECIFICATIONS 1+' 12 10 9 8 0 4 14 12 '10 9 8 8, 6 3S 14 12, 10. W -a, 8 8 a 14 It f0 9 8 - - 14. 12 ID 9 B 75 - - 8 8 b. 8 8 7s S.S. 'y ON SHEET 13 14 12 10 8 '8 5.5 3 14 12 10 9 8. 14 12 10 9 a 8 6 6 14 .12 9.5 7.5. 4 14 12 9.5 7.3 &S - - 0 8 8 7.5 6.3 1.5 ].5 6'-0' 14 12 10 9 8 5.5 - - 14' 12. 10 9'-8 0 ♦. - 1♦ .72 10 9 8 a 6 6 14 12 10 9 0. -4 - 11 12 10 9 a - 8 �8 88 8 H a ZS 14' 12 10 9 e 3 - 4{ 12 1D 9 a - 14 12 f0 9 8 8 5.5 3S U 12 10 e. 4.5 - -- 14 12 10 9 7, B 8 8- 8 75 55 4 3 14 12 10 9 8 5 14 12 10 9 a. 8 .4 - 14. 12 f0 9 7$ 8 6 5.5 -t4 12 10 9 S - 14 12 10. 9 6 4.5 - - 8 8 6 6 8' 6 4.5 - IC '12 10 S '8 4 - 14 12 TO �9 B &5 3� - 14 12: 10 9 8 a a - 14 12 '8 45 - - - I4 12 '9 65 5.5 - - - a a- 8 '0.5 5,5 4 3' - 7,-O. 14 12 10 '9 8 4 _ 14" 12 10 9. a t1.$ 3 - '14 12 t0 9. a a 6 - 14 12 10 a 6 - 14 12 10 0 9: 7--- - 6 0 8' a 8. 8 7.3 0 14 12 '1D 1 4.5 - ^ 14 12 10 8 '8 4 - ti- 12. 10 9 0 7 1 - t4 12 f0 S5 - ^ ti 12f 10 8. 95 - - - B 8. e B 65 5 3.a - 14 14 10 0 7;9: 75 - 14- 12 10 -9 8 6 14 12, 10 9: '8 8 6 - 14 12. f0 6' - 14 12 f0' 8.5 7 - - 6 8- '6 8 7 'S 4 t4 /2 10 .9 b5' J - 14 12'. ID 9 8 45 - - 14 12. 10 9 8 8 - H. 11 7 - - - •' 14 '11. 7 5.5 15 - 0 8 '7 '6.5 4.5 3.5. - 8,-O. 14 12 10 .9 5.5 - 14- 12 .10 9 8 45 ^ - 14� t2 -10 9 8- 8 - - 14 12, 10 7 4 = _ - 14 12 fo -9 8 3 = - 8 a a a a ZS 7 ♦ *SEE LIMITATIONS OF USE FOR 14. 12 10 5.5 3 -114112 t0 9 a - - 14 12 10 9 B 55 - 14 l2 a5 S- - T4 12 85 7 4. - a -B 8 7 S. ♦ 3 _ BLADE lA ON SHEET 19 14 12 10 •9 S - 14'- 12 10. 9 B 1 14.'12. 10 O 6 8 - 14 12 9.5 - - 14 12 9.517.5 4.5 - - - 8 a 8 7.5 6 4.5 - 14 12 10 BS 44 - - 14 12 10. 9 7.5 - - 14 12 10 8 8 - 13 9.5 4 - - - - 13 9.5 &5 5 - - 8 8 65 5 4 3 - 9'-0� 14 /2 10 5.5 4 - - - 14 12 10 9 7.5 - - 14' 12 10 9 8 - - - 14 12 10 5 - - - - 14 12 10 9 &S - - - a a 8 e 8 6.5 6 ] 14 /2 8.5 4 - 14 12 10 9 4.5 - - 14 12 10 9 7.5 - - t4 11.5 4.5 - - 14 11.5 75 6 - - - 8 8 7.3 6 5 4 - 14 12 t0 6 1 - 14 12 .to 0 7 - fa A2 10 9 8 - 14 12 5. - - - - - 14 111 a &5 - - - - 8- 8 8 65 5.5 + - - 14 12 9.5 5 35 - - 14 12 10 9 55 - - 14 12 10 9 9 - I f.S 83 - - - 1.5 6.5 5.5 - - - e- a &S 4.5 ]S - - 10,-D• 11 12 9.5 5 ].5 - - - 14 12 10 9 SS - - 14 12 10 9 a - - - 14 12 7 - - - - - 14 12 10 7.5 9 - - 8 ,a- 8 8, 6 7A 45 14 12' 5.5 3 - 14 12 10 6 3 - - 14 12 10 2 6 - - 14 10.5 3 - - - - 14 10.5 7 35 - - - - a $ 7 9.5 45 /4 12 9 4.5 7 14 12 10 9 S 14 12 10 9 8 14 11 r 14 11 75 ^ 7S B 5 - - 54 12 7 - - - - - 14 12 10 - - - - - 14 '12 10 - - - - 105 8 - - - - - - 10.5 8 5 - - - - 6 8 5 4 A5 - - 11•-D• 14 12 7 - - - - - 14 12 f0 - - - 14 12 10 - - - - - 14 12 5 - - - - 14 12 ID - - - 8 -m 8 a a 7 3,5 14 12 4 - 14 12 10 - - 14 12 to - - 12.5 9.5 - - - t2.5 0.5 6 - - 8 0 6 5 '4 3 - - 14 12 65 - - - - - H 12 f 0 - - - - 14 12 10 - - - - 13.5 10 - - _ - 14- 10 7 - - - 8 6 7 55 4.5 - - - 14 12 &S - - - mmr- - 14 12 10 - - - - - 14 12 10. - - - - - 9.5 7 - _ - - - 9S' 7 3.5 - - - 0 7 4.5 3.5 3 - - - 12'-0• H 12 SS - - - - - 14 /2 10 - - - - 14 12 10 - - - - 14 12 4 - - - - 14. 12 10 - - - 8 a a a a 6 J 14 12 a - - - - 14 12 8 - - - - - 14 12 t0 - - - - - 1.S 9.5 - - - - - II t.9 kS 4 �-- - - - - lB 8 5-5 4S 4 - 14125 - - 14 12 10 14 '1210 - - - - 12.5O.S--- - - - - 13.59.54.9 - - - '88. 0 '5 ♦ - - 14 12 - - 14 42- - - - - 14 12 - - - - - 9 ,.5. - - - - - 9 &5 - - - - '6 6S 4.5 3.5 3 - - 1 HV 171-fiDE OR \1/ HV BLADE 1J-0. 14 12 - = _ - 14. 12 - - _ - - f{ 17 - _ _ _ - - 14 12 - - - - d4 t2 - - - a 8 8 8 8 4.5 AZ .9 HV WINDOW' BLADE 14 10 - - 14 12 - - 14 12 - - Fo-55 - - 0.5 8 - e 0 5 '4. 3yS 14 12 - - - - i4 '12 - - - - 14 '12 -• - - - - - 115 6 •- - - - 11S 8.5 - - - - -• 8 a 5.5 +.5 - - - - 14 12 - - - - - - 14 .12 - - - - - 14 12.. - - - - - a'. 3. - - - - - - 8 6 - - - - -. 6 6' 3 - - - - WORKING IN UNISON 14'-D' 14. 12 - - - - - - 14 12 - - - - 14 12 - - - - - 14 0 - - - - - 14 '12 - - - - _ - 8 8: a 8 7.5 4 14 7 - 4 12 - - .14 t2 - - t0 4 - 10 7.5 - - a 75 5 4 ] 14 I15 - - - - 14' t2 - - - - - 14 12 - - 1L- 4. - - - - - - 14 - - - _ - 14 - _ _ - - 14 - _ - - - 7-5 - _ - _ _ - 7.5 - - - - - - 7.5 5.5 3S 3 - - 14 - - - - - 14. - - - - - - 14 _ - - - - 14 - - - - - - - 14 - - - - - - _ 8. 8 8 7 7 3.5 IS•-0• 14 - - 44 - - t4 - 9' - a -B 7. 4.5 3.5 3 - 14 - - - - - - 14 - - - _ - - _ 14 - - - - - - _ 10 - .. - 10 - - - - - - 8. 75 "5 .4 - - 14 - - - - _ - 14 - - - - - - _ 14 - - - - - - 7 - - - - - - - - - - - - - 7 5.5 &5 - - - - - 18•-D. 14 - - - - - 14 - - - - - - i4 - - - _ _ - 1+ - - - - - - 14 - 14 - - - - - 14 - - - - - - - 14 .. - - - - - - 6 - - - - 6 - - - - _ - 8 :a5 4 J.5 - - - - 14 - - - - - - 14 - - - - - - - 14 - - - I a w s - - - - - - - 9s - - - - - - - a a 45 - - - - - ROMA BUILDING CODE(Non High Velocity HUrriCOne Zone 1 1t'• �. ^`- 02017 TILTECO,INC. 0207 EASTERN METAL SUPPLY,INC. \11 'v10ENsBERTHA NV7, A S■A Accordion Shutter System ■ ■ �a iz 1 L E C O H c. ■ H,v RXX#1 W/as W/o KV W NDOW sty •t7 O,�f�r ,(F� TILWT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DFLIxTI Qf: LC. '� ^'^ LJ • ;( Association, Inc. I OLD 15-085 7127/1 DATE: 07/27/17 to \1 6355 11.W.3 )31,.303.NRCWl4 rJA0019,310(op4 33I6 • - 4�\\ PRene 305)871-1530•Fa,:(309)871-1531 4268 Westroads Drive 2 DRAWING No woo.0-1.w. West Polm Beoch, FL 33407 3 ,•.•-V�/`•......ca•�\�T1111 E8-00067.10 1 /-1 07 V 0 L•" ,r11 WALTER A.TILUT Jr.P.E. 4 P.E. SEAL'/9KiNAiliRE/DATE ttotBlulTc A 44107 .6 SH12 OF 20 4 p MAXIMUM ANCHOR* SPACING I'm, SCHEDULE FOR A GIVEN MAX:,SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A,S,•p•E1E�TT?3 NECATiE�PRESSURE RAIINC A1NJ A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR-COWRUE'BLOCK INSTILlL110NS (SEE MOUNTINGS L O;.&H ON SHEETS 6'&7) 1.ANCHORS TO SUBSTRATE SHALL.BE.AS_FOLLOWS; POURED CONCt0.TE BLACK POURED CONCRETE .(A) TO EXISTING POURED CONCRETE(Min,I'C m•3'keij L au QE.WALL'SILL MOUNTING, ©CEIUNG:MOUNTING (9 FLOOR MOUNTING. - 1/4.0 TAPCON OR'TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS,MANUFACTUREO BY LT•W,BUILDER (Mill.Cn a 3 bl) SPAN RAINc AN-HORS SPAdNG'EGEND - 1/i O'��9LUE4'A CL ONCREf'.ANC SEt ANCHOR AS MAN BY PL POIANTS SCREW,SOLT&SPECIALTY COMPANY (Min.Ve Q 3'kii). (AQ SD.Amat WK .PANIC 1 A.[tESON NE01fAE P(aSStRE Rt1YiG OL9:N Rd ASTENERS.DIRECT.INC. [Mi..Fc-2'k9t)' 30 40 80 75 00 120 IBO ZOS.30 40 60 7a 80`120 160 205 30 40 .l59 `75 90.120 160 2D5 TAPCON OR - 1/4 O TAPPER4 ANCHORS AS MANUFACTURED BY.POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY TAPCON,WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR-AUTHORIZED VENDOR RECISEEREO WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIAMON,INC. 14 12 to 9 e 6 " 14 12 TO. ° 1 1, 0 5 u 12 to -9 a 1 a. a, THREADFORM:TECHN000GY (Min.11C-•3,ksi) t4 L2 10 i 8. 6 6 6 14 12 10 0 a 8' 6 6 14 12 JIG :9 E 9 6 5 ALL POINTS SOUD-SET OR.LESS 14 12 10 9 8. 1[ 0 6 14 12 10 9 8 B 8 116 14 12 to 9 8 8 6 5 BLUE TAP N/:CAP NOTES; t4 12 TO- 9 8 ,a' a 7 14. 12 t0. 9 8 8 6. 6 14.12 10 4 8 8 6 8' TAPPER+ Al)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON DR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS AND TIPPER* 14 12 t0 9 8 7' 59 3S 14 L2 10 9 e a` 6- .5 14 12 10- B e 8 6 i ANCHORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2: 4�-0- 14 12 ID ° 8. 6 8 6 14 12 10. 9 8 & 6 6 14 12 10 9 8 8 6' 55 14 12 10 9 8• S` 6 4 14 12 10 8 B 8 6 4.5 li 12 10 0 e 6 4 33 A2)MINIMUM EMBEDMENT OF 1/4'0.>r 3/4'ALL POINTS SOLID-SET ANCHORS SHALL•BE 7/e'INTO THE POURED CONCRETE NO FJlBeOMENT 14 92 10 9 01 a 6 4.5 14 12 10 9 B 8 6'5.5 14 12 10 9 a a 6 4.5 INTO STUCCO'SHALL BE PERMITTED,.1/4'o-20-SS,MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 10 9. 7.5.SS JS - 14 12 10 9 8 8 8 5 14 ax s+ILEt 19 12 f0 e 9 7 SS 4 •9EtE DE aRAON S Or USE Fab EXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO. 0' 14 12 ID 9 a� e 6 8 14 72 10 9 9 e 8 5.5 a4.5,12 '10 a e a 6 4 IaA 14 t2'70- 9 8 7 4 - 14 12 10 9 8 65 •5 3.5 14 12 10 8 0.5 5 3.5 3 A3)IN CASE THAT PRECAST STORE,PRECAST CONCRETE PANELS.PAVERS OR A14Y VENEER BE FOUND ON THE LTOSTINO'WALL OR FLDOR, .14 /2 TO '9: a 7s 4.5 14 12- 10 9 1 B' B 6 1 4.5 -14 -12 10 9 8 6' 45 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14fl$ 7 7.5154 45 - - 14 12 10 9 8 7.5 54 4 14 12 10 9 6 8 4.5 ]S NOTES Al)&.A2)'ABOVE.FOR INSTALLATIONS.OtI VINYL.SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'^0' T4. 9. B '.5 6 - 14 12 10 9 8 '8 .6 5 14 12 -10, 9 8 8.5 INSTALLATION IfnO ENFS WITH.METAL STUDS SEE$11ELT 2D. 14 9 .5 S5. ] - 14 2 t0 8.5 7 55 4 3 14 12 8 - 14' 9 8 6 - - 14 12 10 9 et GA 5 3,75 14 12 to as a 5 4, - (8) 70 EXISTING CONCRETE BLOCK:(ASTµ C-90) 14'0 TAPCO14 OR TAPCO14 WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS;AS MANUFACTURED BY I.T.W.BVILOEK. 146.5 3S 3 - 44 12 10 9 a• 6.5 4.5.35. 14 12. 10 a 7 5 3.S 3 - /, .14 0'. a' a - - 14 12 10 9 'a. 7 :a 4. 14 12 10.- 9 7.3 Ss 4 'a - 1/4 0 A 3/4'ALL CONCRETE SOLIDHOES ANCHORS,AS MANUFACTURED. .BY FLORIDAPOINTS SCREW,DOLT&SPECIALTY COMPANY. 7'-O' - 1/4'0•BLUE TAP CONCRETE ANCHORS W/CAP AS,MANUFACTURED BY FL FASTENERS DIRECT,INC. 714� B 6.5 4 - 14. I2, 9 7.9 B 4.5 J.5 - /4.10S 7 5.5 4S 3.6 - - _1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND,DISTRIBUTED'BY ALL-POINTS SCREW,BOLT&SPECIALTY f4Sa 7 4 - - 14 12 f0. 9 75 < - t4 t2 '9 7 75 - - COMPANY'OR ANY OTHER APPROVED LICENSED Oft AUTHORIZED VENDOR'RECISTERE13 WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,ANC:412SS a - 14 12 10 9. 7. A - 14 1-2 9 7 4S 8�--0' 14 /2 10 8 E SA - - 14 t2 10. 9. B - �ai 12. 1tl a 6.5 .5 = NOTES: 14. 12 8.51 7 33 J - - 14. 12 a 65 as A 3 1- 12.s 9.5 e 5 s J 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP w/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9.5 7A 6 - 14 12 9.5 8- 64 5 - - 14 12 0 6 as 4 - WITH ADVANCED THRFADFORU TECHNOLOGY ANCHORS IS 1. 13 9.5 SS 5 3.9 - - 14 12 10 a 0.3 5 - 14 12 8 6.9 9 4 - 9._O. L t2 to 9 e - - - 14 12 10 0 7.5 43 - - u a2 65 7 3.5 4 - 8.2)MINIMUM EMBEDMENT OF 1/4'0 a 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 1/.5 7.5 6 a - 14 It 7 5.5 5 JE - - II 8. 53 4.5 3.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS,MACHINE SCREW USED SItA11 BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8. 6S 4.5 - - 14 12 8.5 7 5S 4 - 14 10.5 7 6.5 6 4.5 - EtaSf,AND 1'MINIMUM FOR•WALLS W1 NO STUCCO. 11.9 0.5 3.5 4 - - - - 14. 12 9 7 6 4.5 - - 14 11 7 Sa 45 3.5 - 50^0' 14 .12 10 9 7.5 - - - 14 12 10 a 8.5 5 - 14• 12 8 6 5 4 - - a.3)IN CASE THAT PRECAST.STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 10.5 7 5 3S - - - f3 9.5 65 5 4 ] - - 10 75 5 ♦ 3 - - - ANCHORS SHAH.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SWILL BE AS INDICATED ON 14 11 75 5.5 - - - 14 i15 9 6 5 4 - 2S 9.5. 8 5. 4 4 - - NOTES 0.1)&8:2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EWS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, 10.5 e. 5 - - 14 12 6 6.5:S.S. 4 - 13 10 6.5 5 4 3 - FOR I SFAUATION INTO EIS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - 14 12 9. -7 5 4S - - 14 IOS 7 5.5 4.5 is, (C) ANCHORS SHALL BE INSTALLED FOL1,015tNG'MIA.OF THE RECOMMENDASIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. t2S 9.5 a - - - - - 12 9 a 4:5 4 3 - - •9 7 4S 3:5 3 - - -14 10 7 - - - - - 14 10.5 7 3.5 4.5 •- - - It.5 as 5S 45 3.75 - - 9.3 7 4:S - - - - - 14 Its 73 e 9 - - - 12 9 6 4.3 4 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EDJ VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12. 10 - - - - - 14 12 6 fis a.5-' - - 13. 10 65 5 4 - - - EDGE UI�TOt�(',r VFpYU�$*+ACING SCHEDULE FOR ANCHORS: 12'-0'115 a5 4.5: - - - - - 11 8 as 4 35 - - 8 6 4 3. - - - - I"MUM ANCHOR SPACINGS ARE VALIDFOR,EOGE•DSTANCES 1140ICATEO BELOW.FOR E.0,LESS THAN THE INDICATE4.REDUCE ANCHOR SPACING 13.5 9S 6 - - - -• 13_R5 6.9 9 4 - - - IDS e 5 4 - - - - BY MULTIPLWNO.SPACINC SHOWN'ON SCHEDULE BY FHE+FOLLOWING FACTORS . ;9 5.5 - - U 10.5 .7 S5 65 - ti•.Ls 55 4S 3A - - `REDUCED.SPACING OBTAINED-USING FACTOR SHALL NOT BE LESS DWI MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0'.t4 �12 - - - - -1_4 u.5 75 •6 5 - _ - tz .9 6. 4.5 a - - _ FACTOR las,g - - - - - - to 7s 5 4 J - 7.5 Ss 4 3 - ACTUAL TAPCON WITH ADVANCED TAPPER+ 12.5 8.5 - - - - - 12 9 6 4.5.4 - - - 9.5. 7, 5 4 - - - - EDGE TAPCON 1HREADFORM TECHNOLOGY �'POINT SOLID SET BLUE TAP W/� MIN.SPACING ,0 6 - - - - - - 13 9.a 0.5. 5 - - --105 75 S 4 - - - - V DICTANCE 0 12 - - - - - - 44 10.5 7 S.S. - - - - TI 7.5 ED. MIN.SPACING 3- UIN,SPACING a 3' MIN.SPACING 3,1/2' #CAN.SPACING..3' 3.3/4' 4- 4-^0' POURED SOtICREtE& TOM D CD�E DDIMTE MOOS POURED CONCRETE'& POURED CONCRETE&pq�00p�E��fl00R 10 7.5 - - - - - - e 7 4S 3.9. - - - - 7 :5 3S 3 - - - - CONCRETE DLOCK CONCRETE BLOCK CANI.RME. TE BLOCK ;o a - - - - - tl a. 5.5 4.5 - - - - 9 a's AS - - - - - W O CR FO.•Y MR.0.- 1/2'MR ED.-2 I/Y MNL E0.•}1 MN ED•3' TUT'EA,•S I/2'YN,E0..2 I/1' 7.5 - - - - - - - 12 9 6 - - - - 2-5 7 4.5 - - - - - 3' 1.0� .0.S4D 1.0 0,78 1.0 0.84 1.0 15'-0'114 - - - - - -.13.5 10 6.5 - - - - - 105 8 5 - - - - - BLADE WURKlNG 2 1/2' '0.81 .1.0 0.67 1.0 85 . - _ _ _ _ 6.5 5 3-. - _ _ IN UNISON ♦ _ _ _ To - 105 a 5 - - 83 6 4 - - 2' - 0.71 - - - 0.5t 7 - - - 1.5 71 b5 - _ _ _ _ 8 B.5 4.5 - - - - .1 3/4' - 0;91 - - - 0.43 - 16•_U• 12S 9.5 8 - - - 10 TS 5 - - - - - f 1 2' 0;35 - - 0.35 95'. - - - - - - 9s 7 'S - - - - - '8 6 4 - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 020 •► ®2017 EASTERN METAL SUPPLY,INC. 1`,'L(I';p .• Y�/�� - 17•DLIECO,INC.�� sic iys: . BERTHA W. A S S A Accordion Shutter System /`TiLFEc.o INC. ■' ■ ■ ■ H.Y. BIADE#1 w/OR W/O HN.YANDUN&ME TILUT TESTING&ENGINEERING COMPANY Americam Shutter Systems [V.N DESCRIPTION oA1c 08AWN sY; LC. ass RW..360.SL.fita 30%MAMN6A GkWD15.RCR=3316 Association', Inc• 1 OLD 15-OB5 7f27/1 DATE: D7/27/17 !' Pno� (3 4268 lVestroods Drive 2 DRAWING No ,i.3t.+4j 1. : a5)B71-lsso.F9:3(So3)e71-Is31 �RIDP i`�1Lt1 wALtEREB-0006LI7r191r.P.E. West Palm Beach, FL 33407 1 7-1 0.7 % "Loma"Ua.1 44167 5 SHEET ATJJ9E DATE 6 13 of 20 MAXIMUM ANCHOR* SPACIN Lip,).SCHEDULE FOR A GIVEN'MAX. 'SHLffMR SPAN. A S D DESK NE AT VE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR'CONCRETE BLOCK INSTALLATIONS (SEP UOUNTINGS.1,J.K_g L.ON SHEET 7). POURED CONCRETE POURED CON BLACK ANCHORS SPACING LEGEND 1 WALK OVER 1 TRENCH ORAINGUARO.MOUNTING 'QK WALL/fLOOR'MOUNTING. ©WMI/.WALK OVER.MOUNTING TAPCON OR WAR UDpNIIN -�R D A RA P f ASA O TAPCON WITH.ADVANCED (fl) L9CN�NEG1Ia£,PfiL4uAEPAT91G ont D 9,. ESE21 ATfA1NE RESSLRE toY,. - SB. 15/.Y1-NTG1T2 RBSAIAEaLNO, O 0. E9R111E111ms FPJ5S19$,RAT610TD� J6 40 60175 90 112011501205 30 40:60 15 90'120 160 205 30 40 60 �75. 90 120 160 205 30 40 60^75 50 120 160 205 THREAOFORM TECHNOLOGY N 12 10 9 B 18. 6 1 6' 12 112.•12 12' 12 1:5&S IS.5 7 7 17 71 7 1 7 17 S 5 5,1 5- 5 5 5. s- s ALL POINTS SOLID-SET 3•-0� 14 .t2 40 8 6 8 6• 6- 12 12 12 12 12 12 9.5- 7 7 7 7 7 7 7 7 7 5 5 5' 3 S 5; 5 5 R LESS 14 12 10 -9 8 8 6 fi 12 12 12 12• MS a 6 4.5 7 7 7 7 7 7 7 8.5'- 5 6 5 5 5 5 5 5 BLUE TAP 14 •12 to 9 a B a 6 12 12. 12 12 12 10 7.5 6 '7 7 7 7 7 7 7 7 5 5' S 9 s 5 5 S TAPPER+ /4 12 10 9 B 6 B B 12 11 12 /2 13 83 65. 5 7 7 7 7 7 7 SS 4 5 3 5 5 5 5 5 4 4,-0` 4 12 10 9 a 6 6 6 12 /2 12 12. 12 95 7 SS 7 7 7 7 7 7 ) 7 5 S• S 14 12 10 D B 8 6 6 12 12 12 03 8 5 4.5 ]3 7 7 7 7 7 7. 63 S 3 5 "5 5 5 5 5 5 14 12 10. 79 a 8 G. 6 12 12 @ 12 10 73 S3 ♦ 7 T 7 7 7 7 .7 55 5 5 5 5 5 5 3 5 14 Q 10 9 8 8 6 6 12 12 12 11 9' 7 5 4 7 7' 7 7 T 55 4 3 5 -5 5 5 5 5 ;4 ] 5•-0• 14 12 10- 9 S 6 e -6 /2 t2 12 12.10 7.5 5.5 4 7 7 :7 7 7 7 7 7. 5. S. 5 5 5 5 -5 5 14 12 10 8 8 6 e 6 12 12 95.7-% 6 ♦.3 3.S - 7 7 7 7 7 7 5 3.5 5 "S 5 S. 5 -3 5 4 14 12 Io. a 8 8 B 6 12 12, 12 93 8 6. 45 - 7 7 7 7 7 7 S.s 4 3, s S S' S 5 5 4 * SEE ANCHOR [_14 12 10 9 8 8 6 6 12 12 IS 9 73.53' { 3 7 7 7 % 7 4.5 3.5 - 5 5. 5 5 5 4.5 3.5 - SPECIFICATIONS 6•-0' 12 10' 9 0 8 5 a 12 12 12. 10 8 6 45 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 12 /0 9 0 8 6 0 12 12 8 6 3. 4. 3 7 7 7 7 1 63 ♦ - ,S 5 5. 5, S 5 1 ] T2 10 D B 0 5 6 12 12 la 8 6.5 6 OF---7- 7. 7 L. 7 7 8 45 - 5 S. 5 S 5 5 4.5 - 12 10 9 B ,0. 6. 3 12 12 10 6 63 5 3.5 - 7 7 7 65 S.5 4 - 5 '5 5 5 5 4 3 - 12 f0 9 6' .a: 0 6 12 12+ 12 8.5 7 5 1 ] 7 7 7 7 7 7 7 6 S 5 5 5 .5 6 5 S 12 ID 9 8 0' '6 6 12 l0 6.5 5 43 3 .- - 7 �7 1 7 63 .S J - 5 5 S 5 5 5 J.S 3 42 10 9 0 8� 6 6 12' E Ins 7 ss - 7 r 7 7. 7 5 - - 5 5 '3 '5' -5 s 4 - Q VAUD ONLY FOR UP TO +70. -75 12 10. 9 8 a .6 - 12 12 8s. 7 5 `4 ^ 7 7 7 53 43 '3 - - S s S S 4;5 3.5 - - pSF A.S,D.DESIGN PRESSURE 14 12 10 9 08 B_12 12 03 7.5 -6 S: - 7 7 7 7 7 7 7 4 5 'S 5 5. 5' s S s RATING�& FOR SPANS PER B•-0� 14 72 to 9. 0 8 6 - 12 '9 6 4.5 4 3 - 7 7 7 7 5.3 {` - - 5 5 5 5 5 4 3 14 12 10 9 8 8 '0 - 12 11 7.5 6 5' 75 ^ 7 7 7 .5 C 43 - - 5 S 3 5 -5 4.5 - _ SCHEDULE //3, SHEET 71 14 -12 10 9 8 8 - 12 1.5 73 6 '5 33 - - 7 7 65 S ♦ 5 5 3 3 74 3 91-0. 14 12 10 9 B 'B - 12 12 9.5 85 5.5 4 3 7 7 7 7 7 7 6 3 5 5 5 5 5 3 5 5 14 12 to 9 a 8 - 0.6 6 S 4 ].5 - 7 7 7 B S JS - S 5 S 5 5 ♦ 3 14 12 ,0 9 8 8 - 12. 10 6.5 5 4.5 - 7 7 7 63 55 - 5 5 S S 5 14 12, 10 9� 8 8 - 12 10.5 7 S.S.45 35 - 7 7 5.5 45 33 - - _ 5 5 5' 43 35 - - - 10-8.14. 12 10 79 0 8 - - 12 it 83 6' S 33 - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 S 5 4.5 1♦ 12 10 .9 6 B - 95 7 45 33 S 7 7 7 5.S 4.5 - S S 5 5 45 33 14 12 10 9 6 e - 12 9 6 5 4 - - - 7 7 7 6 5 S S S 43 S 14 12 to 9 -8 8 - 12 9.5 5 5. 4 3 7 7 5 4 3 - - - 5 5 5 4. 35 - - - 11-0•,1. 12 10 9 8 6 - - 12 10 7 5.5 4.5 3.5 = - 7 7 7 7 7 7 33 - 6 S 9 S 9 5 5 1 //�\\ Ti. 12 1TO-0 0 8 a _ _ g3, 6,5 , 4 J _ _ 1 7 8.. S 4 _ _ 5 5 5 S 4 J - 1 11 H V BLADE ONLY 11. 12 10 D e e - - 1P 0 53 ♦ - - - - 7 7 7 S.S.43 - - - 5 5 3 5 4.5. - - - \ / 14 12 10 9 8 - 15 8.5 53 45'3.5 - 7 7 4.5 35 - 5 S 45'3.5 3 12�-0�14 12 10 9. 8 - - - IT 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 14 f2 10 "9 8 B 6 1 ] 7 7 SA 44 3.5 - 5 5 -5 4.5 4 3 14 11 to A' a - - - 10. 7.5 5 4 _ 7 7' •6 5 - S 5 5 - 5 4 - - f4 12 10 9 8 - 0.5 8 9 i 3,5 ^ 7 6.5 43 3.5 •• - - 5 5 43 75 J 1{ 72 10 9 B - - - 1.5 8.5 6, 4.5 3S 3' - 7 7 7 7 7 Ii5 _5. 5 'S 3 5 S 4.5 35 ]4 12 10. 9 8 - 7 5.5 3.S 3 7 7 5 4 3 - 5 5 5 4 ] - 14 12 10 9 8 8 7 4.5 .75 - 7 '7 5.5 4S 4.5 4 ,4 12.10 9 - 10 7.5 5 { 3 - - - 7 6, { 3 5 5 4 3 _ - 14•-0�/4 :12 10 9 - - - - 05 8 55 4 3.5 - - - 7 7 7 7 7 4 - - 5 5. ! 3 5 5 i J 14 12 10 0 - - - S 5' J - - - - - 7 7 5 3.5 - - - - 5 'S 5 4 - - - 14 12 10.B - US 8.5 4 7 7 5 4 5. 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DESCRIPTION DATE ORAWII BY,- L0. %•�. �r 0355 N.W.769c s4.St..44%1w9Nu DARW4,FLOR&331a ASSOQtCttOD/ iDC. t OLD 15-D85 7/27/I DATE, 07J27/f7 Q,1 ( ( 4266 Westroods Drive z DRAWING No Phafw: ]OS)871-tS]0.Por: JOS)871-153t is Y�111 c-mo0:NteccOoal.cam West Palm Beach, FL 33407 3 s��NAL ENG� '`1 WAVCR IW A TBTIJ,P.E 4 17-107 1 IMIDA Ut,1 44167 S SHEET P.E..S�iCCf3tDNAYURE/DATE 6 14 OF 20 MAXIMUM A:S D. DESIGN PRESSURE RATING {p.9:f:1 AND GT)RRESPONDING.MAXIMUM ANCHOR 'SPACING (In.) SCHEDULE FORA GIVEN MAX, SHUTTER SPAN. NEGATNE A:S.D: DESIGN QRF, SURE_RATING AND A_CORRESPONDING_MOUNTING T (SEE MOUNTINGS ON,SHEETS 16dr.17). '23 U `B.!S�;'T SOUTHERN PINE No, 2 W/ MIN, G=0:55; SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUWERN PINE No. SPRUCE PINE RUC PINE l/2" MIN. CDX 2.W/MIN,Ga0.55, FIR NORTH FIR SOUTH OOUGW FIR W/ MIN. Ga0d50 W/ MIN. G=0.43: W/ MIN. G=0.36 PLYWOOD: ��c o.sn0 W/ W/ MIN. G-0,43 %V MIN. G-0.36 SPAN("I WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N. O & R FLOOR MOUNTINGS M,.N, 0 &R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUPMNGS 8.0.WALL MOUNTINGS B.O. WALL MOUNTINGS W &X W &X W & X P & 0 S&V S &V S&'V D'IA.MUCd F4174FE 4fiC(� t19pHA6ADE Rf9FE071C(jn g9D1NMM TM2zTV14({+f OMWA'1EHLSVIMCCA 1111'1G@1ROSHFAMCM S61t471NX9FRIDf-.f� :0�'iINW B1IDStr'FARC bA �iHtA"£FNIgR WBC(Nd) ..lP7XiFWN'T>S9LIf1.1G(p)Lta®OI NON.PBSSTE PATC(,�.) 30 40. 60 75 90 05 30 40 60 75190 05 30 -40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30'40'.60 75 90 05 30 40 60 75 90 OS 30 40 60 7&90 05 30.40 60 75 90 OS 30 40 60 75 96 05 `-w OR 12 to. l0 9 6- 8 6 6 6 6 6 6 12- t0 10 9 6 B. �6- 6 6 6 6 6 12 110 10 9 8. -B 6 6 6 6 6 6 6: 5 4 4 4 3 12 12 12 12 12 12 12 72 12 12 12 T , 12 12 12 12 12 12 4i-0. 12 10 10.9 8 8 6 6 -6 6 6- 6 12 40 10 9 8 B 6 6 6 6 6 6 12 10 10 9 8 a 6 6 6 6 6 6 .6 5 4 4 4 3 12 12. 12'12 12 12 12 12 12 12 12 12 12 12 12 12' 12.12 12; 10 10 9 8 8 6 6 6 6 6 5.5 12 10 AO 9 8 6 6 6 6 6 '6 5'12 10 10 9 8 7 6 5 6 6 6 5 6 5 A 4 4 3 12 12 12 12 12 12 12 12' 12 12 12 12 12 12 12 12 12 0.5 8'-p' 12 f0. 10 fl 8 6.5 6 6 6 8:, 5.5 4:5 12 10 10 9 8 5 6 6 6 .5 b 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 12 12 12 12 12' 12 12 12 12 12 12 12'12 IO 8:5 7•_p• 12' 10 10. 0 6.5 4 6 6 fi :5 a:5 4 12 1Q 10 9 5 3 6 6 6 5 '4 3.5 12 10 10 7 S.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8:5 7_5 12 10 10 7.5 4.5 3 6: 6 6 5 4 3.5 12 10 10 8 3.5 - 6 6 5 .5 3.5 3 12' t0 10. 4 - - 6. T_ 5 .5 3.5 3 ,6 5 4 - - - T2 12 12. 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 9'-0' f2 10 lO S 3.5 - 6 VS .5 3.5 T3 12 10 9 4 - 6 6 44 4 3 ,3 12- 10 4 3 - - 6 6' 4.5 4 3 3 6 5 3:5 - - 12 12 12 12 12.N0. 12 $2. 12.11. 9.5 8.5 12 12 10 8 .8.5 SS 1p'-p' IT 10 7iS 4 - - i6 6 5.a 3 - 12 l0 6 3. - 8 6 4 .5 3 - 12-10 3 - 6 .6 4. :5 3 6 5 - T2 12 12 12 L59.5 12 12 12.10 B,5 7.5 12 12 9' 7 6S 12.10. 5:5- - - 6 6 4.5- - - T2 10 4.S - - 6 5.V 1.5- - - 12 1101- - - 6 15.51 4 12'-0' 12 10 4.5 - - - 6 '6 4. - - - 12 70: 3.5 -- - 6 5 3:5- - - 12.10 - - - - 6 '5 15 IN-0' 12 SO - - 6 6 - 12 10 12 7.5 140-6- 12 t0 - - 6 5.5 - - 5:5 4.5 - - 12 12` - - - - 6 - - - - 12 - - - - 5 - 12 - - t6'-0' - 12 - - - B - - 12 - - - - HV BLADE OR n HV BLADE W,L It�IA HV WINDOW BLADE WORKING IN UNISON* •5Tt U ADONS OF USE TCfl 9SADE ON Shm. 10 •h NOTES ON ANCHORS REQUIREMENTS:WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR-SOIX)WOOD.SOFFIT SHALL OC AS FOLL J.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:ONS: -SOUTHERN PONE No.2 W/C-OM(N.0.S) -1/4'C,TAPCON ANCHORS,AS MANUFACTURED BY LT.W.BUILCEX W/MINIMUM EUSMUENF AS wVCATED AT -DOUOLAS FIR.W/0-0.50(".S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE RR NORTH W/0-0.43 EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE RR SOUTH W/..t-0.36(HAS) -MIN; 1/2-COX PLYWOOD(1986 APA) 2.MCHORS To HOLLOW COUNG SHALL B£AS PER MOUNTING TYPE U.SHEET 17 ANO StML.CoNsw OF LAC SCREWS AS PER HDS'2015 SPECIFUITIONS. 4.ARCHO1tSXLL.BE INSTALLED FOLLOWING ALL OF THE RECOMME14DATIONS AND SPECIFICATIONS OF THE ANCHOR'S;MANUFACTURER FLONDA BUILDING CODE Hon Nigh Velocity Hurricane Zone 111} 111`. l '��.. 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. ' 'vcNSF..�� BERTHA H TM % A S S A Accordion Shutter System �(. iL ��o , ■ ■ r H.V.MADE#1 W/CR'W/O H.V.WtNDW BUM *, TILLIT TESTING do ENGINEERING COMPANY American ShuNer SyStem3 TV-N. DESCRIPTION DATE OfMYR1 BY LC. uP t Associatlon. Inc. I OLD 15-085 J27/N a- o�/z7/n 6955 NW.3Eft St.Slo,JOl.VIREDM GAMERS,FLOROA 3316 1� Phanu:(305)871-1530.Fox:(305)871-1531 4268 Weslroads Drive 2 DRAWING No q ` 1 a-md:1114eo0aoldom West PDIm 8O0Ch, FL 33407 3. ,�7_107 `_us •'••`• • V 1t1 EB-0006719 ---/ONA4 S•'- ,IIIIN IYALTER A MUT.'r.P.E a Fl.OR>DA Uc.f 44167 5 SHEET P.E. iE6,131PAd YAE/DATE a 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n.HV & (N HV,* BLADES AS APPLICABLE SHUTTER ^C f O L- OR INSTALLATIONS TO-WOODWITH H LADE 0 L SHALL WALL FINISH B O 05.0 giff, A.S.D. DESIGN SSU G SEE SHEEJ 12 FOR MAX SPAN 1 4tl TAPC011 OR DESIGN E SU E G O - INSTALLATION1) WORKING UNISON // APCON WITH ADVANCED J + tj4.0 TAPCON.OR I ( TNREAOEORM TECHNOLOGY �, W/1 1/2 Wtn,PENETRATION ( TAPCO14 WITH ADVANCED THRMfORM TECHNOLOGY , OF'THREADED AREA TO �"`a.`^ 7 N'/1 1/2'Mtn.PENETRATION OF THREADED AREA TO EXISTING f,s ExISTIIIG WOOD HEADER. I ) WOOD HEADER.(SEE SCNEDULC ON SHEET 15) I 'TO GLASS(SEE 1 1 --) OR I t III (SEE SCHEDULE ON SWEET 15) + 1/4•0-20x3/4':S.S.MACHINE �_SCHEDULE ON SWEET SCREWS Yl/1/4•-20 IIU75 I FOR BUCE.OAW c w", ( OR( / a 12,O.C. I ON S 19 FOR: I �t / i. ! - - T•Mfn. EXISTING t OB 1 I I it+ A It\q E GLASS--4 1 f1 (1'N ((r �� ' ) CRC rJ E FWIN SH 1 1TM 1' J •� t � / I !''FINISH 1 I cligimm>< \ ' 1 EXISTING C MIN. CA S 2'x4•WOOD HEADER REQ ( 0R ♦ EXISTING MIN. I UIRED ) 2'i14'REQUIRED WOOD HEWER + 1 t t' 1 `t 1/ib WCON OR TAPCON WITH ADVANCED ( ty `§ I THREADFORM TECHNOLOGY W/ 1 1/2' EXISTING 1 ICJ.SEPARATION-(SEE I (� 1 I(' ) ) ( I i }l - Min..PENETRATION OF THREADED AREA TO CLASS--� TO CLA55'(SEE WIN.SEPARATGN TO G1A55 1J EXISTING WOOD HEADER. t--EA3ETxA£ EXISTING S I I �. s t 1t n� SEE SCHEDULE 014 SHEET 15 ILkJ SHEEP 19fOR - GLASS�) (EESCHEOULE ON SHEET 11) 1 ( 2'x4'CONT. SILL ) BU'Dr-S®'�•a 1 1 I 'I PLATE REO'D. ON HV WALL HEADER INSTALLATION QHY O OM HV WALL HEADER INSTALLATION I' I _ IADi.SEPARATION TO CLASS EXISTING I SIEE SSEPARATION EDULE 404 SHEET it) I + 1 �CSEE SCHEDULE ON SHEET 11) GLASS--� ) Exl5Tlilc ( ExISTNC =, WIN.'SEPARATION TO.CLASS 1 + CLASS-� ' GLA55---! II WOOD PLA E�(SEE SCHEDULE ON SHEET 11) I 1 1/4'0-20x3/4"S.S. ' REO'D. I -.�1/4'0-20x3/4•S.S. l MAUSIN ICN1/SCH2/TiUTS SCREWS 0 12'O.C. WALL �. I/4•-20 NUTS 12� ; ( 0' �FINISH O.C. ) ) f w 1 ``-._"a`• 18 / / Y OR® 7 OR 1 T I `€ 1 OR _ I i 4 f `T f 2•x4'CONi. I r t � • ~�"" WOOD PLATE • EQ I 1 'i`! �� •� sEO'D. 1`r `I 1 t E {+ � � 1v 1•N:n, i I i++ tit 1 t;'(i y 1/4.0 TAPCON OR TAPCON WITH ADVANCED y� `.�� Q DR� r'i lit }7 I� J , V, l 4 _ THREADFORM TECHNOLOGY Y1/1 1/2' f• 1/4'0 TAPCON OR TAPCON WITH ADVANCED I' 1 /"1 Su CONT. Uin,PENETRATION OF THREADED AREA TO 1/4'0 TAPOON OR (+GTE: I , 11 REO'O.UTE T EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/1/2' I �� (SEE SCHEDULE ON SHEET 15) 111 L iii+ � Min.PENETRATION OF THREADED AREA INTO PLYWOOD HREAD WITH ADVANCED 1-SEE SHEEP 4 FOR TYPICAL �+ ( 1+ �i�� y WALI.FINISH 1 2 tlltl.CD THREAOFORM TECHNOLOGY SHUTTER.ASSEMBLY.. �) (SEE SCHEDULE ON SHEEP 15) EXISTING MIN,Yx4' / W/THR 1%2'Min.PENETRATION OF 2-MOULTING SECTIONS CAN BE STUDS 49 16'O.C.VAx PLYWOOD REO D. 1/2'MW.COX PLYWOOD REO'D. REO'0.PLYWOOD TO BE WALL FLINSH-- �AREA INTO PLYWOOD SLITT NY ITN ANY WAY TO E%IS ING MIN.Z'x4'STUDS'a 16',O.C.MAX.REO'D. ATTACHED TO STUDS IN (sEe SCHEDULE ON SHEET 15) suT ANY INSTALLATION. ®HV WALL SILL INSTALLATION .PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION-2308 OF THE F.B,C: SECTION 2306 OF TIE ®HV WALL SILL INSTALLATION SEE UU�ATONS.OF USE OF R HV WALL SILL INSTAL F.D.C. 1Auu.1 FEE t+9 ON sNEEr W10N 19 O Yp T FLORIDA BUILDING CODE .Non Nigh velocity Hurricane Zone 11117 �`FR fr �+' 02017 TILTECO•INC. ®2017 EASTERN METAL SUPPLY,,INC, P •' 4��= BERTHA H TI,, ��>;eNsF•.v - A■S■S.A■ Accordion Shutter System 1L ECO'�N�. KV. RADA#1 W/OR W/O H.V.'1WNDM BADE �� TILUT TESTING k ENGINEERING COMPANY American Shutter Systems EV..N DESCRIPTION DATE 1xuwN BY. LC. t rT{�� }'; Association, Inc. I OLD is-CBS 7/27/1 Dar• 07/27/17 (!F' 6355 N.W.361h.St..$tx.367.MRONIA 41MOM%FLCRAA 3316 g268 Westropds Drive 2 O '' Phone:(JOS)671-15j0.Fax 1(305)671-1531 \ DRAWING No �� ((Jp Q a-ma+:LOW671 a.com West Palm Beach, FL 33407 3 �1 .,,AID• G`44•,11\\ WALTER A. tLf�J.P.E. _ s � �/, 4 1 Z-107 P.E S WR0 DATE FLORroA uc 4ns7 5 SHEET a 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR nj HV & a HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV Bm in ONLY WALL FINISH SHALL BE LIMITED 05 0 i f. A.S.D. DES 'PRESSURE BATING SEE SHEET 1�.9 EOR MAX SPAN & DESIGN LOAD- FOR INSTALLATION WITH BLADE 1 & 6A WORKING IN UNISON I/d o;TAPCON'OR EQ" - . EO--: - 2'MIN. f '_ TAPCON WITH ADVANCED 4's8•(M(n.)._EXISTING / t� I Iy THREADFORM TECHNOLOGY tY000 0EA1a REQUIRED. / t J FOG£ (IF APPLICABLE) ( W/1 1/2'Min.PENETRATION 1 4"0-20x3J4"S.S. STRUCTURAL WOOD.ADEQU 13U OF THREADED AREA 70 I OF EXISTING W000.BEAM 1• PHICLi TRUSS HEAD TO DE-CERTIFIED BY 1' 1 J E%ISnNG K000 NCADER. j� '�v ,v F MACHINE SCREWS REGISTERED FITWNEER OR ,{ 1 i' EXISTING WOOD SCHEDULE ON SHEET 15) WJ iJ4•-20 NUTS iVtCNRECT PRIOR t0 £�j�I"—EQ TRUSSESOR EO O 12"O:C. SHUTTER INSTALLATION. ,/ j f 1/2• 1J2' RAFTER O 24" �� O.C.REQUIRED rt ! r•;i• _ 1/4'P TAPCON OR / ✓ �_ w _ 1� J 1 1 YAPCON WITH ADVANCED / r EXISTING SOFFIT ! 257" THREAOFORM TECHNOLOGY y / t` ✓5 % 1/4"Mo..INK: Y 1 \ I I Mo.. W/ 1 1/2 Mn PENETRATION Jz EO��E / lti4m7 4' EO EO- IJ fq ti OF THREADED AREA iO , 'i J J 1•a4•:1/8'CONi.ALUM,1116E OPnOtLLL EXISTING.WOOD HEADER /' 5•M'S• (6063-T6 ALLOY}W/ •m B'O.C. I 3}5/I6"0 LAC SCREWS TO �,•);�•.-.y (SEE SCHEDULE ON SHEET 15) } 't or 13 or 1© EACIp RAFTER OR TRU55. `• '�•`�-1 I 1�7 Or ,�or 15 I I LOCATE LAG SCREWS AT MIDYIIDTH OF EXISTING WOOD EXISTING—I ExISONO M0J 2'A4" MEMDER,(2'Wm NOMtWk GLASS 1� HEADER RFA'0 CPESNO TON HOLE AACCEPT MIN:SEPARATION TO GLASS 1 WIDTH)W/2"Mh t (SEE SCHEDULE ON SHEET if) EXISTING 1 5/160 LAG SCREW (�(jf(( AREA�A¶UUD OR,TtIREA0E0 1 AT CENTER'OF TUBE. INSTALLATIONS WITH 72pst I , I MAX.ABA.DESIGN LOAD ANII uo M m EXISTING e E srA w at n 9•-D'MAX.SPAN.THIS �S HV WALL HEADER INSTALLATION 1 �µa atTy t clASs! TO[u4(sLE INSTALLA71ON Is ONLY Mo tatfOR a�f9�Kp� 1OOR®♦ 'I 111 FM HAOEt FOR WOOD W/MIN.SPECIFIC aA[ES�IS S, at REf7 16 rat GRAVITY OF 0.50 AS DOUGLAS JHIIIIE w=Ij7Jh® ♦ FIR OR SOUTHERN PINE No.1, 1-SVE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY , OR® OR EQUAL z-uauNnNc SECTIONS cua 6£couT6 Q!IV CEILING INSTALLATION V V CEI IN I S L 0 IN my TO SUIT ANY INSTA TION. t m FKWKN QASA'S(SEE -- OR®♦ MIN. I I MIN.SEPARATION TO CLASS --t SEPARATION I I y (SEE SCHEDULE ON SHEET/i) EXISnNG I a1 REEF 19 tat TO class EXISTING / 1 G��' , BADE=+QI lE� (SEE SCHEDULE I I 1 CUSS—C 1014 SHEET 11) I I t I I I I I ALTERNA 1 i I ANCHOR I 18 I I t ALL I I LOCATION I ! EXISTING ` 3/8 ultl:. GLASS—I Mac ©+L./ —" 3/e'}uu. �•�_WASHER HEAD 7E.i HEXI DECK SIN,WOW imm j SASHES H 12'b.a DECK REQUIRED 13 OR 2,a6"MIN.WOOD (NO FINISH f• ,i DECK REOVIRED(NQ - Y - �-- ALLOWED) FINISH ALLOWED) - EDOE _ SLSLT111U \ 19 I EDGE OF DECK "�-T —�2•� 1. OF EDGE OF DECK_ f0 IF APPItCARLE �EO� — ' APPU If IFr�----'' IF aPPUCAB!E 1/4 a TAPGDN OR 1" PHI NINE TRUSS NEAR _`2".1JIN. �4 l i tt ,, Mln, I„ TAPCON WITH ADVANCED MACHINE SCREWS 1/4"O TAPCON.OR TECHNOLOGY WITH ADVANCED 2'MIN.^-I `2"n4 CONT. W/1 1 2' TECHNOLOGY W/1/C-20 NUTS PENETRATION TECHNOLOGY W/1 1/2'tdin. f/ ` Slll PLATE 1/4"0 TAPGON OR TAPCOH VetH ADVANCED THREIDFORdt 2"FdtN. 1 OF T 1/2"Min,PENETRATION @ 12"q,C. AREA TO EXI TI TH WOOD HEADER. � ,READ I OF THREADED AREA.70 TECHNOLOGY W/ 1 1/2'M:n:PENETRATION OF THREADED AREA TO IXISiIN^u_WOOD HEADER...(SEE t7i15nNC WOOD HEADER. AREA TO F](ISRNC WOAD HEADER.(SEE SCHEDULE On SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ �UD Aqq{ of USE FOR O (X)HV WALK.-OVER INSTALLATION V HV WALL SILL INSTALLATION. , <tRT3)T2frL,9 W HV FLOOR INSTALLATION FLORIDA BUILDING CODE Hon High VelDcity Hurricane Zone +0$.41N •. ��f. 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. �1C�NS'F'•.`'?s ., BERTHA HVTM d Accordion Shutter System stem Ti ATE c o �.�: A.S.S►.A. > V:MAX , W/CR,�,o KV.WIWW Tst TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,w OESUMnOH OAIL OGwN OT: LC T Q \ 6355 H.W.361h•St..Sta.305.VIRGWA GAMEDIS,FLOPoOA 3316f Associatlon, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 t Phone a(3053871-1530.Fav p(305)871-1531 4268 Westrood5 Drive 2 ••'•.... •'• \j11111 a-maERtT�60a.1— West Palm ©each, FL 33407 3 DRAWING No /ANAL ENG� 719 WALTER A nWT Jr.P.E. 4 17-107 FLORIDA,Lk.1 44167 5 SHEET P.E. SEAL%SIGNATURE/DATE, 6 17 OF 20 END INSTALLATIONS HV BLADE OR A WiNDOW BLADE INTO 2N4" MIN. WOOD STUDS 5tltOSUM"Cl ,RFO'0, a•Aa•url,..gbtal 2•ia•wn♦r ',. `, r !d s o'.:s .' t• "hW5.AEGb. 4110.1 1 ROM;5TIt35._. /Y TAPCUN_ .1l2 iud� xx . X (AS APPLG$tE) PENtiPAivIXJ C4ta (// �+ Cox ,r— l +FNSM\ �! 1S%2�'SFRR'rR/ATIaN ) ' `\\\ !!'! 1V�1 DrSTM CLASS 1' PITMOEO'R tN _ / \ 5rvm ew9r. oasrur wnss' �ExanNa cuss �� \ i ERsrwO cuss d SFSYFA((+ ^ `YN.eRA : N CeA:S{SE . UPt uR1RO!a1 X!£ALLf O114Qp74ET. PlntiOca. yta'.7' ,,�� t RA Fr4HC 4T1M M *'10 MM$1 St47 �d i/2 I 9A.�f 49M0 IOi94T 19fpR taos:I-ra)wxL IWN}i ''-1/2'IdM.CIISi 019E:7 i4 fOR 'it IW Fi/IE/DAN3 2I,UY,QOS&R, - RLYA'OaA, NYCE50)a>,� wu1 ' a15'fET T9 Fa1 T- al 9ttLT 19 RA t/2•:u51.. RATE( ATC i/2' nxt91 ! fs<IGCSf1:h waFstlrm� AT FNiUbs�E &W I I I arAT 1 /1011 2+s.us. I __ ws`r°"'•`.r' _^-- ote c. ho.tls'sus.—/ __ 4 —�•^ x�iww,�'ucwsl�in.'t�°��-'• �.�},� AV ut ,•f Vwoo: R1 f10ar/2•Su3 T j 5 4 Mii+1� M ro Olt Q�i sFt cFrru.x MAI�a or1° ORg,. TO RUCKS SYE FpTAE%PoATOR sFC aETu.x iqnSIDE CO�T.'FM= 1{ :�.� :AL CaY1R:1CII4 e• yoft. £�f3•.i S➢• END CONNECTION DETAIL(2) END CONNECTION DETAIL(9) END CONNECTION DETAIL I9 END CONNEmDN DETAIL £�obl{ly6 •PEW&Co ONLY FOR SMS GF£ATER THAT#Ir-0• 2'AC Wl.q{XS ifa•A rA Cat INeriC tlaY TAPtOlt 7dttn.'Yis find 51E5, � SS STOPS Tifaa w/i 112 trA. R•!/rf2'.WN. Ota ISC. � ES15Tits2 GU55� (y^PENFTRAIIO'1 o t2•aC PIA£TRAw O 00's1 AIa1 i \ to aArt C� ♦ 5E£LIMITATIONS OF USE FOR \\\T/2-PIN. L91mIEL 61 SeFET ro UPAMM ,.*. .. a. , ,. ;" e ; .,., .,, .11"EA c AO 4 _ 4 DEAOE lA ON SHEET 19 Fmk ran 1/21ux � - �1AN �-�- rl (t rep, • 1'3 5 !1 uw t. / — f Doe • 4 6 •C� C�d• - \-wu rl-t 2�0$mRNF�RpoP t - �q Q £s- P N to FR t om•( -�S Ei��#- d t7 O.p. Ca7I71 •4 O 2 3- 7•i3- •4 RETAIL X END CONNECTION DETAIL QI ENS CONNE0014 DETAIL T2 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,'= O2OT7 TILTECO.PIC. 02017 EASTERN fdETAL SUPPLY,INC. `Y ViCENO`;-%c j Imo_ BERTHA Vw A. Accordion Shutter System ZME E:C`O �. . KV.BAX,#1 w/oR W/O wv WINDOW RADE ' [ TILLIT TESTING,& ENGINEERING COMPANY American Shutter Systems EY.N CESCRIPTIOR OATS ORAWI8* La Associaflon. Inc. I OLD 15-085 7/27 I wte 07 27/17 .. Q� a]sS'Rw.Jaat 54,Ste OS NRGWA aMOs%FLOMA J719 / �• Phana:(Jaa)871 15J0.roA (Sa5)87NI531 4268 Westroods 42rive 2. DRAWING,No 1 a m,l uMlaaooao can West Polm Beach, FL 33407 2 NA '. Es lUUT J L 17-1 Q7 YALTER A Hair P.E. , SHEET P.E SEhL`fSIGNATURE/DATE i6R°� u`'a+"67 s a- 18 OF 0 • GENERAL J iM(T TIONS AND CONDITIONS OF USE FOR BETTniA 1.SM.A.S.D,6ESIC9 PRESSURE RATING:+110,-110 F.93. T.kw.SHUTTER SPIN:96• 3.ALLOWEO UOUNRNCS:A.D,G&H ON SHEETS 6.7:AS WELL AS MOUNTINGS M.0.T.U&W.ON SHEETS 16&17. s ONLY CENIEBIIATES�2i}, (BD1H W/ 4 OR 2 ARE ALLOWED WITH�f Os 4 pRit2$ R7t MRNED IN.A SYLIMEt OR OPPO NC LAUT.IN CASE Of�POSU7G 5 oa b d N OUf,WT'J MUST BE INCLUDED ONLY AT DARIOR ACCESS SIDE OF 16 a� CENIERMA E. TYp.FA.END • • • A • �• '• �• ��` F' 5.(A)'HV'WINDOW BLADE 8.SHALL ONLY ALLOW A MARIMUM OF 5 OPENINCS (3.0 HOLES)FOR(9 PER BLADE AT SPACINGS SHOWN ON SHEET,4. MAX:5 WINDOWS d A • • (8)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADED • • ♦ --• :OF ANY 3.0 HOLE FOR(0 SHALL BE 12 ALLOWED.AT HY v�i - 1 �• WINDOW BIADE1(� ' (C)FIRST CR.LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV • ♦ ♦ , - A, ,� 1L WINDOW,BLADE L(q FN WINDOWBLADE 1Q11USf BE USED.ALTERNATE TO A SOLID HV BLADE 1O �+ 7Mfl000HOUT SHUTTER'S WIDTH, • • • -♦ .�s0. �� •� a ♦ •• i (E)'C RMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID FN '� r• i, x '.. BtACE A'T EITHER SIDE.OF THEN. SEE END ! ) r t r/�� ..��ii (F,POLYCARBONATE FN WINDOW WINDOWIg SHALL BE INSTALLED SO HV TFjAT TABS'FACE CONNECTION ♦ ♦ � q • N N i THE INTERIOR Of THE OFEWNG SONG PROTECTED.HV WINDOW 4 ,IJUST 6E DETAILS ON SHEETS • • 11�f , ONLY INSTALLED AND LOCK USING A SE TING TOOL PROYIOED BY ASSA• 10& IB TYP. •• bg INC. FULL HEIGHT, 5 S.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUIUMNGS ON SHEET IS,AS LIMITED BY SPAN AND.OEStCH LOAD(SEE NOTES 3 P P CJ $�1TL' 1&2 ABOL�. 7.SEE ANCHOR SPACING SCHEDULE FOR INSTFUSATWNS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). B.WMUUU SEPARATION TO GLASS SCHEDULE.PER ASTU.E-19961 D H (lYP TOP&fBOTTOIOR WIREVEMS) W ) o+IQOa� WIND ZONE MINIMUM SEPARATION TO GLASS NUMITCO WIDTH T THRU 3 1' MN SEPAP.ADON TO G1A55 ELEVATION SCE'SOMA ON SH.11 FSH Ed?DE(] 4 6 zS• pCISRNa CLASS AND 00 THIS SHEET TOR TAPDES(D .� ______-_------___. _y _______,_____ --------------- - ��.,\ SEE NOTE A ABOYC col TYP. SYMM CEHTFINAATESa / (MsaTxa l N/2 OR 5 AND W/O (SE NOTE a ABOVE) TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE ( SHUTTER* ��1---- Agg,`'' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .................. ••..E^''• 02017 TILTECO,INC. CD2017 EASTERN TAETAL SUPPLY.IHC.LNsF F BERTHA W, IL E C.o �H�. A S S Q Accordion Shutter System ■ ■ ■ ■ KV.BLADE#1 W/OR W/O KV.W NWW BIADE American Shutter Systems 3EV.N DESCRIPTION DATE DRAWN BW LD. 'AI TIWT TESTING'& ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/1-, DAIS: 07/27/17 0 .,F Gass N.w.sew 51,St..20.AIR�Iw WDERS.FLORMA 3316 O''••�I FhaD9:(J05)871-1530.Fna:(JOS)671-1331 4268 Wastroods Drive 2 �� ........ DRAWING No tS'5• e-moEi1w000sii9l._ West Palm Beach, FL 33407 a 17— 07 NAB WALTER A.TILUT dr.P.E. A P.E. S .11"EAL/SIGNATURE/DATE FLORIDA Lk.J 44167 5 SHEET 6 19 OF 2() 6-.I 27.0.6357.1i K - T' ' INSTALLATIONS NI/ n. HV BLADE & HV CENTERMATES 2.000*Moc .I.AST1A A 653:GRADE a0 M'n'—2"RIIES uE AL s�AT o:�. W I 43' INTO METAL STUD WALLS: 6o 0 ' , -------_- �0 6 D.c. 40 41 04 ��/4"e NOMINAL .75' 3 * _ ALUMINUM SLEEVE !2 S 6063-T5 ALLOY 13/4.6 1/479 O.D33-THCK M .� 43c 43a .M �2 r SYSTEM INSTALLATION TO METAL STUD WALLS CO.NT,CALV.STEEL TRACK CHWNEL,1 0 6.O.C.. 0 8•'O.C:^. , AM A-653 GRADE 40 Min.0-60', SEPARATION TO GLASS SCHEDULE S 3.aoa` GALVANIZED FASTENED TO STUDS I ! I W/0)JBd/2-'EK SCNEAS.CN 1 EXISTING FINISH 3g 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (pst) ,NTCRIOR&EXTERIOR FACE AS APPLICABLE - 1 y 2. MAX. SHUTTER SPAN: W WIND ZONE .MINIMUM 1 MIN.SEPARATION w AsTm E-199s SEPARATION 43e LENGTH + 1' E,OSTINC GLASS 3. ALLOWED MOUNTING: MS;ON THIS SHEET. TO GLASS (see sc SCHEDULE) 43 1/4"0-203- BOLT v 4,.ONLY� ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED T THRU 3 1" MUST PENETRATE 3e 1" m WITH 21 ARRANGED A SYMMETRICAL LAYOUT: s USE OF,(2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" t 3/44 6.1/4"r 0.035'THX:R M%n. EXISTING FINISH 1 INCLUDED AT�XTERIOR OR INTERIOR ACCESS SIDE OF '! AS CABLE 1.373' coxr,cuy.STEEL TRACK40.1cHA1m13 I CENTER6IATE. o) zso ASM A-.653 STOt 40.1A&., GALY(2)1D FASTENED YO STUDS "f•i--- i W/(tO J0AEXT TER FACERS Ctl 43C INT1RsOR x EXTERIOR FACE 1 1/R.`0-20 THREADS ti ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR " FONSTRUCTIDN 4a /4 O- ELco t 1/2' 12 3B CENTERMATE 21 APPLICATION WITH BLADE 10 PRODUCTS FAY—LOK HD B•>r 1 1/2-a 0.035'THICK wT:� ,Es�_� 0. 6"O.C. COMPONENTS ASTM a-653•GTtAGE a0 ;.,:2.cAtayi,,;- w-0-60 GALV.STEEL '•' :I MS WALL HEADER/SILL INSTALLATION _ METAL STUDS AT 16'O.C. m. ;: :'C ,,.__� } EXISTING FINISH AS APPLICABLE SCALE: 3/8-= T' 1 (TYP.TOP h BOTTOM) t w 1 3/4%6 1/4X ELM'THICK Min. C _ EXIST]NG GEA55 _ _ CONT.GALV.STEEL TRACK CRANNEL, I - - ASTM A-653 GRADE 40 Win.G-60 1y_ , , ,'a •. ,• - ,.. , ;. -•.... ., , , , GALVANM FASTENED TO STUDS 3YMMETRYCAL I ! I.• SYMM�TRYCAL I., .�wl(2)(6 I/Y TEK SCREWS ON 43a d36 43c { ` �• •, ! ; f.` ! ;', I A, 1AW.sEPaunoN vna Es ; NTERIOR h EXTEAIOA FACE ' ' iTO GLASS 2'CENTERMATES W/^ . ,.,, CENTERMATES / i . EE SCHEDULE) Mo..EXTERIQRACCESS SIDE ` .INTERIOR ACCESS SIDE:`3; -- 4 --------------i ----------------- - --- -- -- - --- ---- - - - ----= 'T=- " ---=- ----�_::_ ---- - -- - -- - _ �=I 2)42 1 21 �4 —21 1 21 T 21, LocAr o AT11 t2 -- --- - ----- ----- - - - 1 -- -----`- ` IN HEADER/SAMOS -1 --- - _ __ VIEW 4 12 3 1/4"(TYP.) (6"Min.) 1 7' 24 - 6 1/2-MAX. SLACK-**� SIDE CONNECTION TO TRACK (cant.) 6 1/a' (Tra) -,- F�Vg HVB BLADE SLACK MALJRE HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 020T7 TRTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA H TM A S S A Accordion Shutter System . . . N V. 9AIIE1 W/OR W/0 xV,wirmrr BLADE 7k //� � >�•; TILLIi TESTING & ENGINEERING COMPANY American Shutter Systems ,x 6LSI:RIPna1 DATE DRA1Av By. L.C. a•r�nt i wss,LW.s6v.s1,s,..303,NAGAU c.nDOrs,noTmA 3316 Association, Inc. 1 OLD 15-Oa5 7/27/1 D:A 07/27/11 A�` PAone:(305)B71-1530.PoR:(305)871-1331 4268 Westroods Drive 2 DRAWING No O'er'•. A p tL AA .-m.aT talaoo� blest Palm Beach,.FL 33407 3 ,��A0R►o.,:*N ,,T EB-0006719 17-1U7 wALTER A.HILT ` SHEET P.E.,S 1 E'DATE nDRe Lit 44 44167 s 6- 20 OF•20