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HomeMy WebLinkAboutProduct Approvals 1/20/2020 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts ( Publications I Contact Us ( BCIS Site Map Links Search t Product Approval -� USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail A ar w r PL g FL# FL389-R9 erg/tt! Q?Q St p9 0 Application Type Revision <t1cle op') Code Version 2017 cot nC? Application Status Approved j Comments Archived i Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Driv `�/ West Palm Beach, FL VIEWED® FOR 209-8263 bfeel COMPLIANCE bfeeley@easter a COUNTY Authorized Signature Bill Feeley ST' LUCIE CUNT i Irodriguez@easternmetal.com BOCC Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email File w. . 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. Evaluation 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. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC,, INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF 11 FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF I 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.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 Sections I from the Code Florida Building Code Online Product Approval Method Method 1 Option D per,7, 1QZ0 <Uce n Date Submitted 09/18/2017 St e anti,ent 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 HV1 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 fj Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address 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: MM W9 ®99 M https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 l i — -- GENERAL INCITES: - — 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT{P.£.Q)Tt4S BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SNAIL HOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.DESIGN WIND Ap tyC LE BE INSTALLED WITH SA M SHALL CTIONAUTY FACTOR Kd BE DETERMINED AS PER R.85.SECTION SINGt ASCE 7620 OFj10 AND NOT EXCEED THE MAXMENTIONED CODE.FOR A IMUM C&SO.)DESIGN WIND SPEED REQUIRES E RATINGS INDICATEDJURISDICTION £SHUTTER � �Mo yr CONTENTS" 4N SHEETS 11 THRU 15. 19&20. IN ORDERTO.VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SMALL BE FIRST REDUCED TO A.S.D.DESIGN MIND LOADS AREA .1: HV RJ DES & Ai4 BY MULTIPLYING THETA BY 0.6 IN ORCERTO COMPARE THESE W/MAX.(A,S,O)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HIM USED IN THEIR SYSTEM.COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A MIND DURATION FACTOR COa1.EG WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER sYSTEM's ADEGUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHM 4 All.REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV GLADE-Q 10214.01-03,1071541-03,¢11044.01-05,1121401-05, }10317.02--06,10609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-^203 PROTOCOLS AND ASTM E-1868 AREA 2.._HV BLADE C1)AND HV,WINDOWABL.DE (11� AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&01220.01-10-AS PER TAS 201,203.&203 PROTOCOLS LARGE MISSILE, (BHERE APP IC,ABt.0 -HV WINDOW BLADE a(10505,01-08 AS PER ASTM E-1886 AND E-1990(MISSILE LEVEL 0,WIND ZONES 1,2;3)BASIC PROTECTION ONLY AND 10725,01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVADON & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV SLADEQ)AND HV WINDOW BLADE (9 ARE ENGINEERED TO%YORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMRAAONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3,BERTHA N.Y.ACCORDION PINS(HV SCRIMS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 1102.75'AND 114.1.75`RESPECTWELY,410-HT MINIMUM SERIES CENTERMATE DETAILS MY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k3l YIELD STRENGTH AND 180 k5i TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSMELD 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 MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SMALL 6E ALUMINUM ASSOCATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kal AND 35.7 ksi FOR END CONNECTION DETAILS 1-8, CONCRETE/BLOCK SHEET 10 BOOS-T5 ALLOY, MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&-BLOCK- SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR.CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH Be ksl MIN.YIELD STRENGTH AND 90 W MIN,TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3L4_ ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6, BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 315 SERIES STAINLESS STEEL WITH 35 W,MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HY BLADE(D: 12.13,14,15 AND 20 INSTALLATION OETAILS M-R,WOOD SHEET 16 HV BLADE 17+ &8 WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEMA BEARS A U.S.PATENT 16'779.582,COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458.179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X,WOOD SHEET T8 METAL SUPPLY, INC. 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HV' W(HDow @( ONLY ,gDf ALL SHUTTER COMPONENT EDGES WHICH REMAIN:THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIN/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 1D. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL TV AND HQ CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD L000. ARE& A': HV-WINDOW. BLADE in ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V1S18LE LOCATION AT ACCORDION,SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE_ONE LABEL SHALL BE INSTALLATION DETAILS.METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SMALL.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. 13.(a)THIS P_E.O PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.La.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AINO INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P_E.Q,PROVIDED HE/SHE DOES HOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS: ' (d) SMALL SPECIFIC PROJECTS SL 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.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THI LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. i' (a)ORIGINAL P.E.D.SHALT.BEAR THE DATE AND ORIGINAL SEAL A14D SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. j1TyAArrrri'r��� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,114. Irl"~".,y 02017 TIOCCO,INC. 2017 EASTERN METAL SUPPLY.INC. ,�.,,� 13ERTWA HVTM a /�MLMo t m C. A.,S■S.A. accordion Shutter System N.0�#1 w/OR W/O H.V.WINDOW MAX gAiE U 3 j AmerTccn Shutter Systems LV.x DESCRIPDDN DATE ORAWM IAr. LC ^. � ru A TILER TESTING & ENGINEERING COMPANY rXE Association, Inc. 1 OLD 15-085 7/27/1 OATG 07/27/17 Al 6355 IoW.36th.SI.,si..:tis.WRt3Nu aN0017,rtOR6'A Jas 4258 WBStrOOds Drive x Ph—:(405)871-1530.Pa.:(343)071-1531 ' % a dl:tat...Goal- West Palm Beach. Ft, 33407 3 DRAWING No ,s�+s....•.• .ON'`LNt EB-0006719 4 17-107 I i WALTER A.ILLI Jr.P.E. RE.tFRt�SIt'Ir CYORE f DATE TTD OA ua.1 441x7 3 SHEET 6 1 OF 20 _ - - r ` EN | Accordion Shutter System SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 41 40 12' 14LW kNCE 51TO1BLADE T1 P HV BLADE I (D EXTE&OR LADE 0"?S- ,TT .0625 HV BLADE to EL OPE .0625.4 1a75 HV LONG RECESSED NYLON BUSHING XN=s (TFL') D.062¢- 30 HV SHORT RECESSED NYLON BUSHING R1.7 HV NYLON HAT WASHER (D OR(a -i�Lx in �j 3 50* 7 x HV WHEEL CARRIAGE AJSI 302-303 SERIES 4 3- 4 -Lc� 0.870-x3/16- THICK NYLON WHEEL. ;Z FF-- 2 7/8-WIN. NV VANDOW -TS CLEAR 0.188'0 AISI 302 SERIES S.S. RIVE SEPARATION -0626' 3.7500' BETWEEN - 0525' BLADE HV 1 3/4' ACCORDION PIN W/ #8 HEAD EXTERIOR OPENUMS t 5 3/4* ON C!NTERS �7500* 47r'�. -a,- ;EE I @ HV 2 3/4' ACCORDION PIN W/ #8 HEAD �4 1 CLEAR Rp=xx1= POLYCARBONATE IMPACT RESISTANT HV WINDOW BERK'" IYPICAL HV WINDOW BLADE AND s POLYCARBONATE HV WI DOW DETAIL (D OR (D "—@ -, @ til ASEEU OMTE 101)1 to "r ENTS (DoR IR POLYCARBONATE IMPACT RESISTANT HV WINDOW M A ER MAXROLON 3103 POLYCARBONATE Q i UV-STABILIZED GRADE OR SABIC 12*MIN.CLM;CE RESINS,rIN TO BLADE Ban)m INNOVATIVE IVF PLASTIC LEXAN 103 RESIN NNO A (S NOTE ON SHEET 19). PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE EQH EE F 0 HV(1) HV 6h T J I (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR A BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HVQ OR POLYCARBONATE SOURCES FOR44 EXTERIOR APPLICAME fmVA7 HV(9 BLADE. TICAL SHUTTER ASSEMBLY nmx.PFMPUtM 57AWARD @ AT rw wuc pa ax (2) HV PIN (D MAY BE USED IN LIEU OF AND ONLY AT OR "Y PIN BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D (SEE NOTE *FOR N Silt=CRwV ASTO 0712 0,00 Ttv.* 0.043 W/1: unttg BLADE WHEN CORRESPONDING TO INSTALLATION "It". SHEET 7. 3 REOUIREMENTS) mu TVISM"Un STnEt&7N AM OW 9',k0D P..I. 9=0 vu rLDDVA STRIM-TH AT V= AM 07D0 0 14wo P.L MOD ".I. (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER n'C(%;VL Ltoomn ASIII D?" 140.0W 0.*L 345,000 > SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, hwc.=IZOD ASI"07" is rt-b/. 17 SHEET @ W 41, S.De wwv ASTU 02943 47.2 9 64.5 x u" ..#EL CARRIAGE DETAIL PAM Ot 13UP-9 AM 0635 C�I CLASS C-I CLAW REMBLY LAYOUT SUF 01MON AM Dion 1040 980 ASIU GIVI tENMASN"a 930 Q) HV BLADE SOLID & BY WINDOW BLADE DETAILS N.T.S. >attT ..... FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 ILLTECO.INC, 02017 EASTERN METAL SUPPLY,INC. BERTHA HV A.S.S.A Accordion Shutter System KY.BLXX.#1 W/OR W/O KV.WNDOW BLADE o �m ME 7 c. .REV.N t TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems D[SCpJP"oIj VAT( DRAM Ar 6-C- Association. Inc. t OLD 15-085 D7/27/17 WE. 07/27/17 % $336 N.W.360.St..SW.305,MRONIA O.Mm FLO 331& panne:(305)871.1530,For;(305)1371-1531 4268 Westroads Drive 2 No ......... tjt_0.Di. West Palm Beach, FL 33407 DRAWING ..$/0 17-10 WALIER A.MW Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA L.1-1 44167 SHE,OF 20 w ,1�(3`�. 7 + * TES Y N S T D �,"L� �y� A D e D 9 „ 3' `L3'�,0x�„�Iw�j 1, MANDAjtiRV CONOinON Jt:ONE HV LOCK'E7'ar 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B OW L/2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR 1NSTA MONS ALT ANY EL£VATKIN. HV LOCK 2 or�5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICA _ SHUTTER ELEVATION. 2.OPT1ONry CONDITION 01:IF DESI OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS q3 •�$OR(2§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS 70 CENTERMATES 42]! MANDATORY CONDMON --"yiV"47' tOCAfiiON L BE AS INptCATED ON TYPtCAt SMURFIT ELEVATION. '�--„` tlD-Nva N - �2 IS USfD O N.V. OCKSI: LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° 4 mr' 5'Uq�6 D9.e7 /-� ¢.- BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE / L,1HY ALSO BE USED AT STACKING FOSRION (NON HURRICANE POSITION). 3 - 4. •ONE HV LOC« S�Wl BE USED AT CORNER C R ANY SPAN g SII AND INSTALLATIONS AT NAL BE-US UTSIDE OR INSIDE LOCK, �I! ° ° ATTACHED TO f3 CORNER CENTERMATE W/(2) 1/40-20 x 1/2`LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS l&b AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. OR Q?'ONE ALTERNATE HV LOCK MAY BE USEQ,IN LIEU OF HV L005. EX AITERHM TO MANDATORY PMWMQH#3 VAL In ONLY FOR HV K or- FOR AIYY SPAN AND - � s.=_ 2 t INSTALLATIONS AT ANY-ELEVATION.A RNATE LOCK 0 MAY BE'USED AS AN NSID OR OUTSIDE LOCK.ATTACHMENT OF 1/4`0-20x3/4`S.S.THUMBSCREW TO 0 OR Q CENTERMATES SHALL BE MADE Yr/ 1/4'0-20x3/4”ALUM. b IgD-t�� kgs RNNUr AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO � LOCKS AT 1/3 OF SHUTTER SPAN. 6. 'mANnATORY CONDTRON 43 FOR K- EYMNFmOuNTIN.tHST� LUTIONS: ONE HV LOCK Q or¢a or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Bs',AND FOR INSTALLATIONS AT ANY ELEVATION.W LOCK*or 0 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED 70(81 or @ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S, SEE END 4 4 i M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 9 W/ CONNECTION 1 OR Qj TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ONSHE0 r C H 1 J K L u p 0 a V W X I is TYP.FULL + *NOTE_ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER xuurtED.1MCENTERMATE i' ONE ALTERNATE 11V`T” LOCK 00 MAY BE INSTALLED IN UEU OF FIV LOCKS 0 OR FOR ANY SPAN AND Dx as 6 • 7 w 8 w 1 O °R tNSTALLAATIO..N AT ANY ELEVATION, ALTERNATE LOCK �Y 6E USED AS AN INSIDE R OUTSIDE LOCK, ATTACHMENT OF LOCK(Sq INCLUDES USING REINFORCING LOCK AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 14.{' .w�.0 !.aa(1�7}.• } CONNECTED TO CENTERMATES 0 AND @3?W/ 1/4'0-20 x,1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' �vC� WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'0x 5/6"RIVNUL LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ;0*t,�/cei✓'(_-7)• 181 a+ fAA141MUMM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 6•TOP AND BOTOM IS MANDATORY. 151•@1��3•�9on@$ •n�m ®« 18 D�t�}9• �3Joa .15 rn 1?•¢1� *NOTES ON HD LOCKS&CENIE$.�ES: 1 �„LflCKCK Z34 WI NO CENTERMATES MQR 3 W/C3 :ONE ALTERNATE HD LOCK i( MAYBE USED IN LIEU OF TYPICAL M1 HV BLADE SHUTTER ELEVATION I1V LOCKS(4�OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK®MAY BE USED P1,T.fi, AS AN INSIDE OR OUTS1D LOCK.ATTACHMENT OF HD LOCK Vt 70 0 IS W/3 95 x 3/8'FXS:S.M.S..AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS H08-NVR AVID HOC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXUIUM BELOW OR ABOVE WDSPAN.USE OF LOCKING RODS C is COMPLETELY OPTIONAL L1JI pl/�l//JIj��' LLD1111 CODE an igh Velocity UrriconD one' 11L Q�.••,...,..,,, 02017 TILTECO.INC. 02017 EASTERN META SUPPLY,INC. 1' '� ' �iCEfV,�� •.,�'�s � BERT HVTM AL Accordion Shutter System /77MME CO x c. ■ ■ ■ t(,V.BADE#1 W/OR W/O H,V.NIM W BADE American Shutter Systems REV.N DES"tPnON DATE DRAWN BY, LA. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. i OLD 15-085 7/271: MM-0772-7/17 ti azu h 1I( st.,sm.XDO.rix To- cu Dus ncaCA 33104265 Westroads Drive 2 DRAWING No R '• 11, Phone f(]OS)071-TSTA.For:(305)871-+571 ....... �1.�111T .- I:41�DOQo9-cnm West Palm Beach, FL 33407 ` 17-107 EB-/ONAL&N ,,t WALTER A TILOf Jr.PX rr�r rLaROA Ds !4+1s7 s SHEET P.E. sei+irsiU'IV`A`1uRE/DArE a 5 OiF 20 - - - - EIRE -- - "' - —� — -- - --— -- ----- NCRETE ANCHORS POURED RETE BLOCK POURED (SEE SCHEDULE ON OR CONCRETE B POURED CONCRETE-� SHEET 13 RfOUIREO 1/4'o-20x3/4•&S. CONCRETE ) CONCRETE ANCHORS LtAGiivNE SCREY75 REQUIRED REQUIREp tDR j ^i�, (SEE SCHEDULE ON CONCRETE ANCHORS17 18 _aIA EYSIavE(BEE MOUNTING ON SHEET 7) SHEET 13) NUTS O tY O.C. .' (SEE SCHEDULE ON SHEET 13) ` I I ' Mtn. 1'2 oR t 4 in. 1/4'e-20x3/4"ss. / f7l;7— l� - 0- O MACHINE SCREWS , _ €O EO � _ _ USING t/d'-20 RUTS , ,t 2•` 19 ` if ' © rz•O.C. / E. 1. 1 2 .250-Mox. -_ t 3 °R )5 ( ---- �- 13 OR 15 I( ' 1 I t ! E D.s:' -')+ .250' i E.0,' ��, ! I I I .250•Max. , I I Mox. E ,E.O." f: OPTIONAL ii OPTIONAL i 7 i IARC BFtRAtpl r t � i I 6pfoll:[N SRT 1 i ♦ i , r MIN.SEPARATION TO GLASS 1 i"11 FOR BA*E(DAV7 1)OR1 EXISTING EXISTING I m SW 10 FOR I 1 ( �t t 1 GiASS—�'(�--(SEE SCf•EOULE ON SHEET it)' I HAtlC84T.k Q I MIN.SEPARATION TO GLASS GRASS—i { (SEE SCHEDULE ON SHEET it) 1 XISTING GLASS- ; `C HY WALL HEADER INSTALLATION OA HV WA d � (g) HV WAL1, HEADER INSTALLAATION }J,f YS� TONE EXISTING MIN.SEPARATIOtl TO GLASS r r GRAS vta srAwRvl T ♦ 1' I 1 EXISTING_; (SEE SCHEDULE ON SHEET it} I{ ) ro I;/SS(sa I I 1>111111�OR Ilg I MIN.SEPARATION TO GLASS GLASS Iltl i"(SEE SCHEDULE ON SHEET ii}- ' to FOR CLxEES Qrk¢i t EXISTING r 14AT70ttAt =s (1 1^ 1 GLASS i iIi i OPTIONAL (1! I 1/4'Mox. _ --( f 13 a4 Q E.tl.•,- i� ii t, �. E,D /t II 1/2• ..- /2- 13 OR \\\ Min. 12 oR f 4 EQ EO 1/ILLIPS x3/4•S.S. PHILLIPS TRUSS HEAR (( MUSS1/4'0-2Ox3/4'S.S.PHILLIPS s 18 MACHINE SCREWS USING } CONCRETE ANCHORS L......TRUSS NERD AACH1ttE SCREWS 'I —CONCRETE ANCHORS `..+! t',� 1/4` 20 NUTS O 12`O.G. V(SEE SCHEDULE ON W/ i/4"-20 NUTS 0 12"O.C. (SEE SCHEDULE ON SHEET 13) Mia OR REDCON CONCRETE SHEET 13) POURED CONCRETE� �r�! � OR CONCRETE BLOCK CONCRETE BLOCK NCRETE ANCHORS REQUIRED w R€QiRRfO O HV WALL SILL INSTALLATION — (SEE SCHEDULE ON ()HV WALL SILL INSTALLATION RED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED (g) HV WALL_SILL,. INSTALLATION uDT F�a [tARINATI4N OF CEGTDN4: INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER €,0.v EDGE DISTANCE 40SEE LIMITATIONS OF USE FOR H V B LA D E ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE LA ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT-ANY INSTALLATTOIL ILL A"711 FLORIDA BUILDING CODE Non High Velocity Hurricane tone, 1�, '• G� ... ✓ 02017 TRTECO,INC, ®2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM 4FA Accordion Shutter System 1 LMq7o ra ■ ■ ■ ■ fl v.t ( W1 OR w/o ttv.xinloar MADE American Shutter Systems Cy,N DESCRIPTION DATE DRAWN BY: L.C. % ,-'EQ�! TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/1 DATE: 07127/17 ( <4 I a3ss taw.un. 5)t.71 los.I.Fxu;(305).na1:3 uts 4268 Westroods Drive 2 Pnone:(305)871-.at .Fa.:(3Ds)571-t:a1 DRAWING No S�Q AL��G ,sI e,m�: COOS0aa.cun West Palm Beach, FL 33407 3 17-107 elft E8-0088714 4 'iryiii��Yixr+' WALIER A.PLAT Jr.P.E. P.E!SEAL/StGNATURE/DATE `ao�4A {"t67 8 SHEET 6 0 OF 20 - ' ----_-_J --`r - -f L�' rr�, SEE NOTES ON LOCKING nOD5 .Iry LOCKS ID or 2Q OCK on sHErr 5, OUT 0. IN EXISTING GLASS INSTALLATIONS YY/ 1 NV **�E SUCK DETAIL L HVF ISVAUD FOR ILL i BLADE W HV CENTERMATES CENTERNATES APPLICATION WITH 61ADEG1 OR SEE END WALL CQNNECTIQN l 1��.�op 1�1j.�oq©•I )oy F EXISTING GLASS DETAILS ON SH 0 o•ao•o �- 2'x2'xt/8'x0'-2 i I $oa t�9`®ot�• S 1/4- T 6 1/2' 7• (6063-T6 ALLOY)ALUM. METRYCA ANGLE CH 2) 1/4'p TAPCaN ( Vz• ®-�) ENTE TES Az+cN�as TO CONCRETE CENTERMATES (TOPla0naM3 pox 4'S.M.S.0 12 Ln aRaNaN (gA1o<1/2 s.u.s.ro TeaE l/ 8.c FULL LEr+crrt, W 0 K 4 0 5 WI j{V LOCK ar ` To s !! (SEE SCHE AT EACH ANGLE(TVP) 3 ON SHEET 11 5 35 (N � I HVB oUT — HVC 10•�c"1 •(13°PQ'©°" c«Goa 7 m®�10•Qw rPOUR c BLOC TE 0R HVA rEXISTING CLASS t7E BLOCK WALL ©.Q.(�a(©�•Q•� IT lo.@-0- !]Q}«I w f--- EOU rn EXISTING ` 4'J`lk.:Jopl:l a©- .- S M .—..,_ —.——_.. — 46J �;/ /�'�oa tiJ O ®� MIN. SEPARATION rGIA55 J GLASS • \-EEXISTING CENT RMA S*, �N �•k:/w • j8 an $ •�? w TO GLASS (S TO SCHEDULE —T — b W/ HV LO_ CK OPTIONAL g . 9. a i S oN SHEET T1) 1 as * (INTERIOR) 4 ® }} MINSEPARATION @•� (SEE SCHEDULE ON SHEET 11)1T�) (IN (OR) -__ _—� -__-- ~L{JrT]CONCREtEOUT 1 ANCHORS 0 (T) `f O.C. e VARIES `r+ ,rte ft;��' 90' * a I•/�f 'Ci y QUT 6 1/2 MAX.SLACK * (EXTERIOR) HVE HVF** HVQ OUT Q1 ,,,, ,,, (T+� �E FLORIDA BUILDING CODE(Non High Velocity 8urricone Zane 62017 TILTECO.INC. (9)2017 EASSTTEIIRN tjETAL�SUPPLLY.wc.THA NVTM BE A S S A Accordion Shutter System ' L E C d r rr c, ■ tLv 1 w/a:w/o HN.vnl�ow t r *: s,.SAO. TESTING & ENGINEERING COMPANY American Shutter Systems EV N 6ESCRIPR011 OATS DRAMN 8Y: LC. ;•'�44Association, Inc. I OLD 15-085 712711 63DATE: 07/27/17 '•. ;0. 55+LtY.36u u.305 teRDvnA uao Trs.rtrn+w ssta 4268 Westroods Drive x Poanc:(305)871-1530.Fax:(305)871-1531 DRAWING No j���` C_`U•,1,1ttt1T a-maES-00006710 com West Palm 8eoch, FL 33407 4 17 1�.7 �V""'�•,r4rl/4r`ry''LI WALTER A.T1LLR Jr.P.E. 5 SHEETP.E. SEAL/SIGNATURE/DATE, uc!4,167 6 8 OF 20 6 Po AJL�TEFFWAVE IWTTAI�b o 0 �T' 7KS CENTERMATE MANEIZFEMALE4_?�_ _LO�C LSCME i�S �94& LOCKERS � �y/ HV BLADE SEE ENO CONNEMN DETAILS ON SHEETS 10 A 118 INSTALLATION Cts) HV BLADE 1ILCE(D SLAU amvi.evF.NNcATw MET 0. FO_UT� IN Ex=N"D'A's Wj HD CENTER ATES F* I AS WELL AS UNIVERSAL FLOADNO OL-DE(9VCf9L HDD-KVD WmHi 710S L ON "S SE =.=fl DETV �11 I=S-17". ,,TD ML C,1NI rC11011 TERNA D, �11111 F91 R11 02-101-6.0.0 DETAII ON SUP (D-@-@-Q)- xa=.0 35 yr 35, ------- Gp 4rt�)_ (40,w/a-SAES O.C.FULL LENw. (4)N.Y. F—R-1 5 30 HV _77 ,N ifiv -Z LOCK (INSIDE) I A Plus TAcaN sle (OpTIw4&) 0 001cwt ----------------------------------------------- ------- VZO CUT At rAEH wsac 0+T') 'ILI 3L0V bIEEf 11 ---A-------------- - - 3 w_ _ 5 28 2 ",W11 (0) T 31 OR@J 33 \31a@ 31dw 35 31 oR 31 21/4" 0-20 x 1 1/2" S.S.M.S. __1 (opne-0 HDC—HVC W/ 7/8"0 x 3/32" WINGNUT. FOUT SYMMETRICAL HDjQEWLR 9HV "T- LOCK (OUTSIDE) -MAJU SYMMURICAL HD CENTERMATES _WU W/ Lugg (EXIEEM WO (I / LCK OTERIOR) t SERES 9—ALU (2024-T3 ALL"TAKE nANCE TIEN SHEET UWSCRf,PAR'IF 0020, AS UANUFACTU By AVOEL CHERRY @-0.0-0.0 TEX708N,PAR REDEI(Y.NEW JEASEY S'pp 07054 OR EQUAL ..... . . ..... ------ -11)3 SEE w"s LOC.W RODS ID M(D LO:43 on / \c UM"Sk FLO-%4=WA2.00-0m Is sqx, v�o rok ALL c"wDows omxxnDus mi"E"O IZ \11V NV F*** HDD—HVD * FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: ........ 02017 TIVECO,INC. 0 2017 EASTERN METAL SUPPLY.INC. BERTHA NVIIIJ NO. Accordion Shutter System Tric o A.S.S.A. KV.SAM #1 W/OR W/O N.Y.WNDOW BADE AmericanREV.N. DESCRIPTION DATE DRAWN BY.• L.C. Shutter Systems 27/1-7 TICCIT TESTING & ENGINEERING COMPANY Inc. I OLD 15-085 T7/-27/17 DATE. 9355 N.W.369,SL,St...105,VIRWCA CARDEN%FuDMA 33m Assoolation, I ,0........ ph— (305)871-1530 (305)071-1531 4268 Westroods Drive 2 --DRAWING No ­ra. West Palm Beach, FL 33407 3 ..........L �At EB-C-005719 -- 17-107 WALTER,TILLff Jr.P.E. 4 FLORIDA V4.1 44167 S —— SHEET P.E. SEAL/SIGNATURE/DATE 9 9 OF 20 POURED CONCRETE POURED"'CONCRETE �--p�CURED.CONCRETE - -— �, --- POURED CONCRETC OR / OR CONCRETE OR COhWRETC r...,,�_._s BLOCK WALL REQUIRED ' CONCRETE BLOCK WALL kk ; BLOCK WALL,REQUIRED / BLOCK WALL REQUIRED (- r l - ^E7tI5T1NC GLASS EXISTING"GLASS r C l ._..FT _ 2' - ` NG GLASS CONCRETE MIN.- ANCHOR' , --EXISTING GLASS '` - - ,> a 16D.C. S} ..1'' MFL SEPARATION tii -r^ I c''� I• 1' "' -7 f TO GARS(SEE tits SEPARATION Mit.SEPARATION ..' TSa� H i TO GLASS(SEE E I LAN,SEPAPAION co ' ED TO CUSS(SEE i!! 70 GUSS SCHEDULE ON StfEF 1/1&`X3'MAX Cfit SHEET i9-OR T AND .t 7 SCHEDULE ON SRECT 11 FORa"11 FOR Bt<OE FANO (6063- T. VDE mON SHEET 19 MR ((LU��ICATE ATraft- ON SF£CT 19 FOR td.CLOSER "`f~.E ` +BLADES Oi&Q,1} T-� E 11R SIDE '© '�9 PLATE, (LOCATE 1/2•, / 1 fid` OF 6�) I AT ErtNER 5DE MIN.Ls 4s i/2'MIN, OF 4�) i + *USE 1.OR 2'tAAX, I j TOz l ! _--- APPUCABLE}x2•x1/8'x0 ' I ( i gl4ztj2`S.M.S. 0 1 S.M.S.J Bib'O.C. AL063- CUP ANGLE (6063-T6Tb ALLOY)AT MIOHflGHT ® 16' S.M.S.70Q& s t ®-/ / (2)1/4'0 TAPCONS ANCHORS TO t �OR WALL AT I•D.C. (LOCATE AT tc1Y; I / ! SEE DETAIL X F I OR A�1� I EITHER SIDE pF®) I�OR �4 SIDE TAIL X TI N l'.'.Y 3 SEE RETAIL X FOR I OR SIDE CONNECTION �4 i t4 TRAC y w®a�6('•�7 a @�a 10•®<" SEE DETAIL X FO SIDCONNECTION wlf�w 6�• 7�w SU'i IO•�w a0;0-.0-0 IO•�w f0 TRACKS a a fi+ 7-8- a@« . « I8•�a!�A�` afl��•�e+ TO TRACKS 10•{�w�'�wi'j'�« Ip. a.@.@.& w L 10•�«d•"LJ ©•0 ©.0-@«0•h:./'®" 6•70.04®•Q.80. o�o•��},«®•o•®A �•�,r�«�Iq��•®«®®�,,•,®f1« ®•®,I-�acA�y.�,ua.,,®mo�w �.�aa'1.®«©"�°+ QS•�a©•®°•®.�°' �@•V.9"^N:J•�°il':/•x.7�«©•>�. ®•`L9'"�•�•`�•Rl«©"� ,� END CONNECTION DETAIL 03 � CONNECTION DETAIL ENP CONNECTION DETAIL �1 END CONNECTION DETAIL 22 A REQUIRED ONLY FOR SPA14S GREATER THAN 12'-0• r ONCRETE ORCONEXISTING I-EXISTING CLASS / REQUIRED BLOCK WALL GLASS lCtL SEPAFATtTXt �fOXt/2'S.AL5:- ( �/ __________.._j I _ TO MASS{SEE O 16'D.C. 'go„giitki I .kl_..._-.__—....-�� _ 11 r Ci70 OR@CR(qOR t SHEET .1d)A•V CONCRETE `ti,t/2'MIN. T��pC ON �- - .Ott SHEET t ANCHOR 0 \ 11 FOR FELE 014 �i.A_// I ___ __ I OR ORI OR I CONCRETE El+1L!'S Ij1& 12' ,.EQ' xJ '�\ ON SHEET IS FOR IDES�&Q I '" -- - OR j Q 16' -M { 1j2 MIN. EQ B OR�OR jijOR 2'JRN. 'I 2'MIN. d � SEE U@TIONS OF USE FOR /� ���u yr . 1 S— I OR �` BLADE IA ON SHEET 19 ti LJORQOR(qOR@OR@ V.c..x_t. PIAN OR �' I a®«d©«Q'�+ ®« DETAIL POURED CONCRETE OR , «®•Od' "1,"J•® f0•®«�'�+Q'�« END INSTALLATION CONCRETE BLOCK WALL IOa®^•©,®' �« \_, fi t 6 7 REQUIRED fi •7 • b,7 , O•C?•©«O•C?•®« 1 HV BLADE OR d& HV WINDOW $LADE INTO - CONCRETE OR CONCRETE BLOCK WALL. L� CONNECTION DETAIL (B]•®°"Q �« ®w�}T:A ION OETAIL@ FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zane 1T ........... '.• •' 02017 1LL1EC 02017 EASTERN METAL SUPPLY.INC. BERTHA NVTM w ASSA 1 L 1 E C 17im �, „ Accordion Shutter System H.v. MADE#1 W/OR w/o ILv.WINDOW RADE Shutter SystemeIEV.N DrBCRiPnoN DATU DPAWTJ OY: LC. J3 (tY{( Uj/ v TILLIT TESTING & ENGINEERING COMPANY ; d '•.fi $ a}ss N.Y(.38'.h.SL.Ste.30.MRtIW CMD-14S.FLORat 3316Association. Inc. I CLD 15-085 07/27/17 DATE: 07127/17 �q� 1 Phone:(aos}an-tsao.rax:(3os)ei+-Isar 4268 Westroods Drive 2 DRAWING No 'ON t•..•NG�j1111T c $Ai tUal6�i. _ West Palm Beoch. FL 33407 j 17^107 ...........NAL �t. WALTER A TIWT Jr.P.E. rr'rrn:NAr•' FLOR12A Uc!44167 S SHEET P.E. SEAL/SIGNATURE/DATE a 10 OF 20 i i HOR«`SPACING (in l-SCHEOULF=FOR A GIVEN-MA)(. HLMtR SPAN - - - &S_D�DESIGN NEGATitrE PRESSURE RATING AND A CORREGPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE SEE UO uR i1 /�e,C,D ATvD ON 5x $ PGURED CONt02ETE BLOCK TAPCON OR A WAIL HFA MOUNTING (9WALL HEA4 MOUNONO WALL DEADER MOUNTING O WALL `LL PUNTING O WALL-SILL OUNTING C & MOL HEADERSILLTAPCO14 WITH ADVANCED THREADFORM TECHNOLOGY SPAN00 ASQ 11E57DN ltE61114E PR35URE RA1t'i0 Aga.DM KC ME PRES'SM I ANW4 ASO.gF9tl1,NEC4TNE F "RCSXRE PAW ASD.DESUI NEG9KlRE54W WJNC ASA OF=IVwx P(fl551R3'RAM'0 ASA.Df.901 PMOMK P SRRE BAttW+ ALL POINTS SOLID--SET 30 40 50 75 9O 12011601205130 40 60 75. 90 120 160 205 30 W BO 75 BO 120 lab 205 30140 60175190112011601205 30 40 60. 75 80 120 160 205 30140 GO 751901120 150 265 BLUE TAP 14 12 1D 8 0 a 8 6 /4 t2 to S $ 6 14 i2 10 9 a 8 6 $ 14 12 t0 9 8 8 0 - 14 12 10 9 8 8 0 5.5 a B 8 B 8 8 7 53 3�_w t4 12 it) s 8 -8 76 6 t4 12 to a a. a 6 a 14 f2: YO 9 8 8 s a t4 T2 to 9 a a 6 6 11 12 t6 9 e a e $ H e a s a a a a TAPPER+ OR H /Z 14 9 0 8 6 5 14 12 tb 9 B a 8 e 14 12 10 9 8 B 6 14 12 f0 9 8 8 6 3 14 12 10 0 8 8 6 a 8 a a a a a a OS T4 1? 10 9 8 8 a 8 to 12 f0 e e 8 8 9 11 12 10 9 0 9 B 6 t4 12 10 9 8 8 6 - 11 12 t0 9 a a 6 6 a 8 8 a a 8 9 T 14 1Z ID 9 0 8 0 4 14 iZ 10 0 8 8 6 6 14 12 to 9 0 B 6 6 14 12 ib 9 B 7 - - 14 12 10 9 8 7 5.5 - a 8 5 a a 7 33 4 4'-0. /4 12 f0 e B a s 4 U 12 t0 9 e a 6 8 14 12 IP B B B 6 6 U t2 f0 0 e 6 5.5 14 t2 t0 9 e 8 8 6 8 9 8 9 9 8 $ a t4 S2 t0 9 8 e 4.5 - to 12 id 9 8 6 6 4 14 12 10 0 8 8 6 8 14 12 10 9 8 8' - - 14 12 10 0 6 8 8 - 8 0 8 8 0 8 " 5 14 12 10 9 8 s 8 s 14 12 to 9 a a 6 6 14 iZ 10 0 8 a $ 6 f1 12 10 9 8 a _ ti 12 t0 9 8 fl 6 e 8 8 H 0 B 7 63 14 i2 t0 9 8 a 4.6 - t4 12 10 4 8 8 6 3.5 14 42 t0 9 8 8 5 5 14 12 TO 9 Z5 - - 14 12 t0 9 73 53 - a a a a 7.5 5.5 4 * SEE ANCHOR 5'-0" 14 12 Itl 9 8 a 43 - N 12 TO 9- 0 8 0 3.5 14 12 10 B a 8 0 6 14 12 10 9 B ] 14 12 f0 9 8 8 '6 - a fl 8 s 8 8 8 8 SPECIFICATIONS 14 12 10 B 8 BS - 14 72 10 9 H 8 45 f4 12 10 9 5 a 6 5. 14 12 to 8 8 '3 ^ - 14 12 10 9 a 7 - a a B a a 7 5 4 U 12 iD 9 s B 4 - 14 17 10 8 8 $ 6 3.5 14 iZ 10 9 8 8 6 6 14 f2 ib 9 8 - - is 12 10 9 8 73 - 9 B B $ 8 7.5 SS / ON SHEET 1J '14 12 10 9 B 5.5 3 - 1a 12 t0 9 a 5 - 14 12 10 8 a 8 6 5 14 12 9.5 7.5 4 - - 11 12 0.5 7.5 63 - - 8 8 8 7.5 6.5 45 33 - 6'-0. 14 i2 70 4 8 5.5 - - 14 12 to 9 8 8 4. - 14 12 t0 9 8 8 6 $ 14 12 10 9 8 4 - tf 12 i0 8 8 8 8 8 0 8 8 8 ZS 14 12 10 0 e 3 - 14 12 10 9 B - H 12 10 7 6 s 9S 35 t4 t2 10 9 4.5 - 14 12 f0 9 ). - 8 e 8 a 73 35 1 3 U t2 70 9 8 5 - 14 12 10 2 5 8 4 - 14 12 10 0 6 8 a 55 14 42 10 9 5 - -• 14 12 fD. 0 D 4.5 - - 8 8 8 a 8 6 4.5 - - 14 12 IO 9 a 1 - - 14 12 10 0 8 6.5 3 - 14 12 10 9 a 8 6 14 12 8 43 - - - 14 12 a 83 5S - - - a a a 03 5.5 4 3 ^ 7,_a. 44 1? to 0 8 a - - i4 /2 10 9 s 6.5 3 - 14 12 10 9: e a 0 - 14 t2 10 II 6 - .. 14 12 10 0 8 7 - - 8 8 a D $ e 73 6 14 12 10 9 4.5 - - 14 12 10 9 B a - - 14 12 10 9 8 ) 4 - 14 12 16 5;5 - - - - 14 i2 10' 8 0.9 - - a. 8 6 8 6.5 5 SS 14 t7 10 8 Z5 .1 - - l4 12 10 9 fl 6 - 14 12. 10 9 8 8 5 - 14 '12 10 a' - 14 42 10' 6.5 7 - 0 s 6 8 7 5 4 14 12 ib 9 53 J - T4 17 10 9 8 43 - - 14 12 10 9 8 a - 14 11 T - - - - i{ 11 7 5,$ 3.6 - - 8 8 7 S.5 4.$3.3. - - 8'^0• 14 12 10 9 5S - - - 14 I2 10 9 6 43 - - 14 12 10 9 s B - l4 12 10 7 4 - - 14 12 ib_ 9 8. 3 _ - a $. a a a 7.5 7 4 *SEC LIMITATIONS OF USE FOR 14 42 i0 9<S 3 - - 4 f2 i0 9 8 - 14 tY 10 8 a 5S - - i4 12 s3 3 - 14 /2 s.5 T s a -$ 8 T S.5 4 3 - GLADE�ON SHEET 19 11 12 f0 9 5 - 14 12 10 9 B 4 - f4. 12 10 9 8 8 - 14 t2 9.5 - - - - 14 72 0.5 73 4.5 - - $ e a 75 6 4.5 14 12 td 63 IS - - t4 12 10 9 7.5 - - 14 12 10 9 a - - 13 OS 4 - - - - 13 9.5 6.5 5 - - - 8 B 0-5 5 a 3 - - a,-O. 14 12 i0 6.5 4 - - to t2 /0 B 7.5 - - - 14 /2 t0 9 a - - - 14 12 10 S - - - t< 12 to 8 5.5 = _ 8 a e $ 8 a3 6 3 t4 22 &5 4 - to 12 10 9 a.5 - - I4 17 10 0 7.5 - - 14 11.3 4.9 - - - - fa I13 7.3 6 - - 6 6 73 8 5 4 f1 12 /0 8 4 - i4 f2 T6 $ 7 - - - 14 42 10 0 8 - - i# 12 5 - - - i4 i2 8 63 - - 8 8 8 83 5.5 4 - N 12 9.5 5 J-S - - - 14 12 10 9 5.5 - - 14 12 10 9 8 - - 11.5 03 - - - - 11. 8,5 55 - - - B $ 3.5 4.5 3.5 - 10•-0� i4 42 9.8 5 J.5 ^ - - 14 12 IO 9 5.5 - - - 14 t? 10 9 8 �- - t4 t2 7 - - - 14 t2 10 73 S - - 8 8 e $ a 7.5 4.5 - /i f2 5.6 3 - i< f2 iD 8 3 - 14 12 10 0 9 - 1 14 TOS 3 - - - f4 70.5 7 33 - B $ 7 5,5 4.5 3.5 - 4 12 9 4'S 3 - 14 12 to 9 5 - - -- 14 12 10 9 8 - '14 11 - - - - - 14 TI .5 - - - - s 8 7.5 6 -,S- 1 - - 14 12 J - - - - 14 12 t0 - - 14 12 10 - - - - - 10.5 a- - - - - 10.5 B 5 - - 8 a 5 4 3.6 - - 14 14 12 tO - 14 12 10 - - - - 14 12 5 - _ - 14 12 10 - _ _ - 8 8 9 6 $ 7 3.5 = T4 12 # - tf 12 SO - - - -- - 14 12 10 - - - - 123 95 - - - 12.5 9.5 8 8 8 8 5' 4 3 14 12 BS - - - - 14 f2 10 - - - - - 14 12 10 - - - - 13.5 10 - - - - - - 14 f0 7 - - - - s B 7 53 4,5 - 14 12 93 - - - - - 14 12 10 - - - - 14 12 10 - - - - OS 7 - - - - - OS 7 J.5 - - - 8 7 4.5 3S 3 - - t4 i2 3.5 - - - - - 74 12 10 - - - - 14 12 10 - - - - 14 12 4 - - - 14 12 f0 - - - - 8 a 8 $ 0 6 3 12'-0* 14 12 3 - - - - 11 12 e - - - - 14 12 10 _ _ - _ 113 d5 - - - - - - I t.5 B.5 4 - - - - - a 8 53 IS 4 - 14 12 9 - - - - - i4 12 TG - - - - t4 12 TO - - - - 32.5 9S - - - - !35 9:5 1.5 - - - - a 6 5 4 MV BLADE OR HV BLADE 14 12 - - - - 14 12 - - - - 14 12 - - - - 9 4.5 - - - - 9 6.5 - _ - '0 6,5'4.5 3.5 3 - - 13`-p• T4 ii - - - - t< , - - = 14 1? - - - _ - u i2 ^ - _ - t4 12 - - _ - s B a e B 4.5 WI HV WINDOW BLADE 14 12 - - 14 T2 - - - - - 10.5 53 ^ OS 8 - a 0 5 4 SS - t4 12 - - - - - to 12 - - - - - - 14 12 - - - - - t3 6 _ - _ itS es - - - ^ 8 e 5.5 4.5 - - 1. 12 - - - - - - t. 12 - - - 14 t2 - - - - - e 3 - - - - - - e 6 - - - - - 6 6 , J - - - WORKING IN UNISON 14 1 - - - t{ 12 - - - - - I4 9 - - - - 1{ 2 - - - - a 8 8 0 7,5 4 14'-0' 1� 12 _ _ _ _ _ to t2 - - - 14 i2 - - - SO < _ _ _ _ TO 7.5 - - - - - fl 78 5 i 3 - - 24 ILS - - ===-=- li 12 - - - /4 12 `- - - - - 10.5 4 - - - - - 103 8 - - - B It 5 4 - - - 14 _ _ _ _ - _ _. 14 - - _ _ 14 _ - _ _ _ 73 _ _ _ _ _ _ ,5 _ _ _ - - R9 5.5 3.5 3 - - - 15'^0� f4 - _ _ _ _ _ S4 _ _ _ _ 14 _ _ - _ - 14 _ _ - _ _ 14 _ _ _ _ = _ 8 8 a 7 7 33 - T4_ _ - 14 - 14 "' - - - g _ _ 8 7 4.S 33 3 t1 - - - - - _ T4 - - - - - 14 - - - - - to - - - to - - - - 8 73 6 4 - - 1♦ - - - - - - 14 - - - - 7 - - 7 _ - - - 7 5.5 3.5 - - -1161-0� 11 - - - - - - - to _ - _ 14 - - - - 14 - - - 1 - - - ,9 8 8 T.5 8 3 _ _ T - - 14 - - 14 - - 8 - - a - - 8 83 4 33 to - - 14 - - - - - - 14 - - - �. 5 - - - - - 93 - - - - - a 77w-',=- - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 10 2017 EASTERN METAL SUPPLY,INC. IT • �. „• ��` 02017 TILTECO,INC. 'uCENs :� =_ BERTHA- mi-TM /r,ME C 4 INC. A■S■�■,,�.1■ Accordion Shutter System t > H.V. .ADE#i W/OR W/O KV.WNDDW 11" '23 t 4T r TILUT TESTING & ENGINEERING COMPANY American Shutter Systems qEV.NO OESCRiPn9N DATE DRAnN a/: LC. ` �' •• '` 1 6355 1I.w.760+SM St..305.♦1R60.M IMMS.nORD4 3316 Assoallatiant Inc. I OLD IS-005 7/27/1 OATS: 07/27/17 O '• .kkF- 1 4268 Westroods Drive 2 ^s�r•'.G` 11 Pagne:X305).a:IEB-DD06y e:(305)B71-1531 4 DRAWING No SS 1 a-nma:wiac0000+.cam West Palm Beach, FL 33407 3 17-107 OVAL E� 11 1 WALTER A GLUT Jr.P.E. E'Ai7enNRTGRE/DATE FLORIDA uc!24127 a SHEET P.E. SOF 20 I s_ -• -- _ _ _ _ --- ------ SPECIFICATIONS-ON ANCHOR-REOUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AID.DESIGN NEQ&jNLJ!R=RE RAMNO AND A COREMMI;MOUIMING TYPE FOR CONCRETE OR CONCREEE BLOCK PMALLATI (SEE MOUNIINGS E G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: FOI7RED Bw" POURM Coo0wo: (A} TO EXISTING POURED CONCRETE:(Min.Pc-3 ke7 IAA'(INY G CEILING MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADrORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX.(Min.1'c a 3 tai) (g)WALL SILL MOUNTING O ANCHORS SPACING LEGEND 1/4'0 r 3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIOUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (!fire.1'e=3 WQ SPAN (q) ksE,OMON HEGAIP.E PRLSSIArE PANIC Sa OtSrGV fIEGTSE(4659NRE 9AT4iG D.OE26tN IgTA1A'E PI058ATE RUNG I 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min,re. 2 k9Q TAPCON OR 3N3 A4 -80 ?5 4D t20 160 20S 30 W fi0 15. 84} T20--1160120S 30 40 60 75 90 120 160 205 TAPCON WITH ADVANCED - 1/{"0 TAOPER+ANCHORS AS tMANUFACIURED 8Y POWER:FASTENERS.INC.,AND DISTRIBUTED BY ALL PINTS SCREW.BOLT&SPECIALTY t� t2 t0 p e e. 6 5.3 It t2 tD 9 a e s 6 t to 10 9 6 6 6 s THREADFORM TECHNOLOGY COMPANY OR ANY OTHER AS LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSDCIATTON,INC. 3`-0' 14 t2 1 9 8 8 5 6 14 12 t0 9 8 e 8 8 14 12 10 9 8 8 8 8 (Min.re 3 k5Q DR 14 12 to 9 6 8 6 6 14 12 10 9 8 6 S 6 14 12 10 9 8 B 6 A. ALL UE NIS SOL 0-SFT BLUE TAP W/,CAP ROTES: 14 t2 10 9 8 8 6 7 14 12 '10 9 8 B 6 6 14 12 10 9 8 H G 8 TAPPER+ A1}MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON YttiH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER* 14 i2 t0 9 6 7 5.5 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS t I/Y. 4'-0' 14 12 Itl 0 B 8 6 0 14 12 1a 9 B 8 8 6 14 I2 ID 9 6 B ti 5.3 i4 t2 t0 0 8 6 8 4 T4 12 f0 9 8 8 6 4.5 14 12 10 9 0 6 4 3S A.2y MINIMUM EMBEDMENT OF 1/4`0 X 3j4'ALL POINTS SOLtO-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE HD pABeOMENT 14 12 10 9 8 -B 6 4.5 14 12 10 9 B 0 6 5.5 It 12 10 9 8 B 8 4S INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 4 SFS UI/'1AOt ZM Or USE FOR 14 12 10 0 7.5 SS J.5 - I4 I2 10 9 8 8 8 S T4 t2 f0 8 8 7 5.5 # EXIST,AND i'MINIMUM FOR WALLS WITH NO STUCCO. t{ 12 W 1 9 8 8 a 6 14 12 10 9 B 8 -833 14 12 10 9 B 8 8. 45 6LAOE Cxt SiM1.Q i9 6`-O• 44 12 10 -9 -r-7 4 - I♦ t2 10 9 8 6.5 3 3.5 14 12 1D 8 6.5 J-4 .5 J -�- A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAYERS OR A14Y VENEER BE FOUND ON THE MSTiNO WALL OR FLOOR, 14 12 10 9 0 T.5 4S - 14 t2 M 0 8 8 6 4S- T4 12 t8 9 8 .5 .75 ANCHORS SMA L BE LANG ENOUGH TO REACH THE MAIN STRUCTURE BENNO SAID WALL FINISHES.ANCHORAGE SHALL BE AS 1 0ICATED ON 14 12 94 7.5 65 4.5 - - [14 12 10 0 3 7.5 5S 4 14 12 10 0 8 S 3.5 NST NOTES AT16N&INT°)ABOVE.FOR WITH MEAL ALU05ONS ON VINIL SIX SHEETDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 6'. . 14. 12 10 9. 8 -e 6 12 10 9 8 8 6 5 14 12 1D 9 8 5 JS 14 IZ to 9 7S 5.5 3 - 12. to 8.5 7 5.5 4 3 14 128 6.5 SS}2 tO 9 8 6 - - 12 10 0 8 6.5 5 .75 t4 12 10 6.5 8 - (8) TO EXISTING CONCRETE BLOCK:(ASTIA C-00) 54 t2 4 6.5 5.5 3 - - t2 f0 9 8 8.5 4S J,5 i4 12 10 8 7 ,S 3 - I/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 t0 9 0 e ^ - ti 1a 9 6 7 S 4 14 12 t0 0 7.5 t J 1/4"0 a 3/4'AAM.POINTS SOUR-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW DOLT&SPECIALTY COMPANY. 7,_0. N t2 t0 8 65 4 - I2 9 ?5 6 i.5 .5 - 'ti 10.5 7 5.5 4.5 1/4`0 BLUE TAP CONCRETE ANCHORS Wj'CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,ING, 2 10 &5 7 4 - 12 10 9 a 4 14 12- 9 7 7S - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC„AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY fi ti T 5.5 45 - - I2 t0 4 7. 5S - t4 12 9 ? COMPANY OR A1NY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH TINE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-O" 4 12 10 9 8 6.5 12 t0 9 B 14 12 10 6 6.5 .5 - NOTES: 14 12 as 7 SS 3 - - 14 72 B 6:5 6.5 a 3 - 12.5 4.5 6 5 4 B.1)MNUUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP Wj CAP ANCHORS AND TAPPER+ANCHDRS IS 1 1/4'AND IAPCON 14 IZ 9.5 T.5 6 - 14 12 9.5 8 6.5 S - - 14 12 8 6 5,5 WITH ADVANCED THREADFORM TECNNOLOOY ANCHORS(S 11314 t2 10 965 3 - - 14 12 B (.5 5 9, . 1a i2 10 9 8 - - - t� 52 IO 9 7.5 IS - t4 I2 8S 7 5,5 - B.2)MNIMUM EMBEDMENT OF 1/4.0 a 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 Tt5 7S 6 4 - 14 II 7 3S 3 15 - - II a 55 4-5 JS EMBEDMENT INTO STUCCO SIAL BE PERMITTED. 1/4'0-20 S.S,MACHINE SCREW USED SHALL BE 1 1/2'LONG LIINI14UU SHOULD STUCCO I4 t2 8 6S 4S - 14 12 9.5 T 5.5 4 - - 14.10.6 7 5.5 6 EXIST,AND I'MINIMUM FOR MALLS WITH NO STUCCO. 14 12 9 7 8 t.5 - - 14 11 7 3,5 4,5 - 12 10 9 - - I4 12 t0 8 SS 9 - 14 12 8 6 5 B.3)N CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR• f4t0.5 ? 5 3.5 - - 13 12 10 5 4 3 - - 10 75 3 i 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED OH 14 11 7 5.5 - - 14 11.6 9 '6 5 4 - - 12 9.5 8 5 4 4 - NOTES 0.1)&8.2)ABOVE:FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER ta5 8 5 - 14 i. 8 6.6 S.Tr { --17 - -1J /0 65 5 4 3 - FOR INSTALLATION INTO ENS WITH METAL STUOS SEE SHEET 2D. I4 12 10 - - - - 14 12 9 7 6 4:5 - - 1a 10.5 7 5S 45 3.5 - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 11'-0"i2.5 9S 8 - T2 4 6 t 4 J - 9 7 45 3.5 3 - () 14 10 7 - - - - - 14 NQS 7 5.5 4S - - - iS 8.5 55 4,5 3.75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.3 7 4,5 - - - - - 14 11.5 73 6 5 - - - 12 8 6 4,5 4 - 14 12 IO - - - - 14 72 8 6.5 5.5 - 13 t0 615 4 - - - rOGE OI�TANCF VERSOS SPACING SCHEDULE FOR ANCHOR; 12-°'T.-5 6S-,r-5 - - - - - I/ 6 5.5 1 JS - - 6 6 4 J - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE 11NINCATEO.REDUCE ANCHOR SPACING S. TO 9S 6 - - - - 13 OS 6S 5 4 - - - i0S 8 5 4 - - - REDUCEDLTILYRIG USRNGACING SHOWN IN MUtNF OSCHEDULE SHAIt NOT BE LESSNTtWN MINIMUM aPA&itiG INDICATED FOR TACH ANCHOR TYPE. 8 6.5 - - - - - 14 NOS 7 5.5 b5 - - - 1L 8.5 55 4S 3.5 - T3,_0. 14 12 - - - 14 115 7.5 6 3 - _ - 12 .4 6 4.5 1 = _ - FACTOR las 6 - 10 7.5 5 4 J - - 7,5' SS 4 3 ACTUAL TAPCON WITH ADVANCED TAPPER + t25 e.s - - - - - 12 s 6 4S # - - - 9.5 7 5 4 - - - EDGE TAPCON 'tHREADFORM TECHNOLOGY ALL.POINT SOLID SET BLUE TAP W/CPP MIN.SPACING a E - - - - - tJ 9S 6S. 5 - - - - LOS TS 5 4 - - - ADE O,,,g ED MIN.SPACING a 3' MIN.SPACING=3' MILL SPACING 3 1/2' MIN.SPACING..3' 3 3/4' 4" 14 12 - - - - is 10,5 7 5S - - - - 11 8.5 5.5 4S - 14-0' _ _ _ _ _ _ _ D POURED CONCRETE& N}7�D OONO3TE CONDEiE t4aat POURED CONCRETE& POURED CONCRETE&Pa 1eD m4D1EtE g�eDac To ?S H 7 4.5 3.5 - - 7 5 SS 3 CONCRETE BLOCK CONCRETE BLOCK CONCeEIE BtOC1C 11S 8 _ - - _ _ 11 6 SS 4S - - - - 9 6S 4S - - V 0 WL co'.3' WL E0.•]1/2` MIL E0.,2 f/2' M.Y.FA..3 1 MN E0..3' MIL C0.•3 I/2'MH k-0..2 1/7' 7.5 - - - - - - - 12 a 6 - - - - 9.5 T 4S - - - - y 1.0 0.90 1.0 0.78 to 0.84 1.0 t4 - _ - - - 135 to a's ^ - - - ^ HL5 a 5 - - - BCADE WORKING E- 6 2' - -0,81 1A - 0.67 1.0 BS OS 4 - _ _ 6,5 5 3 - IN UNlSON 4 - - - _ 4.7f D.51 a. ! - - - 90.S 4.5 - - 4' -• 0.91 - •• - .0.43 I6•_0• t4 - - - - 12.5 9S 6 - - - to 7.5 5 - - - - 2' - - 8 6 .4 - - - 6 1.5 7 - - g,5 - - 95 7 5 - - - - 6 6 4 - -.(- - FLORIDA BUILDING CODE(Non High Wociit�y Hurricane Zone EASTERN02017 TILTECO.INC. 1�2o17ERTMNTNSUHLVTIA ••MA LICENS' `�' A Accordion Shutter System ; 1MEE O 1 N c. ■ ■ ■ t H.V.SADE#1 W/OR W/0 HN.W DOY BADE American Shutter S stems TILUT TESTING & ENGINEERING COMPANY Y Ev.H OCS15-0fI /27r WEt 0 Lc. s OF t 6355 NLW.36M 9t,6ta SOS.wtom GU+OOM RORMA 3316 AssoeTattonl Inc. I OCD 15-OHS tf27jt DATE: OI/27ji1 �1i• ^ Ph.-:(305)871-!630.F..:(]05)571-1531 4268 Westroads Drive x DRAWING No [f O(�i�r Dp �t+ a-moa:tateuo.'a West PoI n Beach, FL 33407 3 �'�107 =y V/��1•J••••••••�GLZ,�IItt WALTER A�LLIT1Jr.P,E, 4 4 N t' FtDW6A Uc,1 44I 67 5 SHEET P.E.-5C316J�a U9t/DATE 6 113 OF 20 - - -- --A�0.Yih'Uf�!=ANCFIOR•='SPACING=(�p�-y�El�l�=GNEN AIAx:n+lirrgR'�SPAN-- - - - - &S,Q DESIGN NPRESSIIRE RATING ND A CORRESPONDING i'OUNTINft TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE YOWITIN65 I,J.K&L ON SHEET 7) POURED CONCRETE POURED CON CONCRETE BLACK ANCHORS SPACING.LEGEND 1 WALK OVER& 1> ENCH QRNNGUARO MOUNTING (8)WALL/FLOOR MOUNTING wALL/WALK OVER MOUNi1N0 TAPCON OR MUM____lcklfif l[1 TAPCON WITH ADVANCED (fG .pf51(,1 Nf7:101E PRCSSL66:P21R0.(Wf 5D.OESOII hEOdNE PO k2TW3(Pc 458.OESC,t1 rOrA17)E FRE391AE RtlIxO(W ,DEAGN r6.L5IhE FPJb RLN#.-(,_ 30,E 60 75 90 120 160 205 30 40 60 -75 90'120 100 205 30 40 60 75 80I20 160 205 30 40 60 75 sa t20 Ib0 205 THRFADFORM TECHNOLOGY 14 12 ip 9 tl n 6 6 12 12 12' 12 12 1.5 8S 6.b 7 7 7 7 7 1 7 a 5 5. 5 5 5 s s ALL POINTS SOLID-SET 3'-0` 14 12 10 e 8 a 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 S 5 5 5 R lE$5 N 12 1p 9 8 a a 6 tY 12 12 i2 0.5 8 8 4S 7 7 7 7 7 7 7 6.5 5 5 5 5 3 5 5 5 GLUE TAP 14 12 t0 9 8 a 6 6 12 S2 12 12 T2 t0 7.5 6 7 7 7 7 7 7 7 7 5 S S 5 S 5 5 S TAPPER+ 74 12 10 9 8 8 6 5 12 12 12 12 13 63 6A 5 7 7 7 7 7 7 5.5 4 S S 5 5 3 5 3 4 4,_O. 14 12 10 9 B 6 6 6 12 12 12 12 12 93 7 5.5 7 7 7 7 7 7 7 7 s 5 6 5 S 5 5 6 I4 t2 10 9 8 8 6 6 12 12 12 9A 8 6 4.5 ]A 7 7 7 7 7 7 63 3 5 5 5 5 5 5 3 5 14 12 10 9 8 8 6 6 t2 12 t2 12 10 7S 5.5 4 7 7 7 7 7 7 7 55 6 5 5 5 5 5 5 5 14 i2 id 9 8 8 6. S 12 t2 12 It a- 7 S 4 7 7 7 7 7 SA 4 3 S 5 5 5 5 5 4 3 5,_O, 1-4-12 10 9 6 B`9_ �6 12 12,T2 12 f0 7.S 55 1 7 7 7 7 7 7 7 7 5 '5 5 5 5 5 5 14 12 10 B 8 6 6. 6 12 12 9.5 7.5 6 4,5 &5 - 7 7 7 ? 7 7 5 3.5 5 S 5 5 5 3 5 4 14 /2 10 8 8 8 6 -8 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 55 4 5 5 5 5 S 3 5 4 '6 SEE AilCHOR 14 12 I5 9 8 a -6 6 12 12 1.5 9 7.5 SS 4 3 7 7 T 7 7 4.5 3S - 5 5 5 S 5 4.S 3S - SPECIFICATIONS 5,-0` 14 12 10 9 8 8 a 6 12 12 12 10 8 6 4S 3.5 ? 7 T 7 7 7 7 7 S 5 5 5 5 5 5 5 ON SHEET 13 is 12 10 9 B 8 6 6 12 12 8 6 S a 3 7 7 7 7 7 53 4 S 5 5 5 5 5 4 3 14 12 10 9 8 8 B 4 t2 i2 10 8 6A 5 ,75 - 7 7 ? 7 7 6 4.5 - S 5 5 5 S 5 4.5 ^ 14 12 10 8 8 B 8 6 12 12 10 6 6A J�:l S - 7 7 7 63 55 4 - - 5 9 5 5 9 4 3 - 7._O. 14 12 /0 9 B-8 6 6 12 L2 t2 8.5 7 7 7 7 7 7 6S 5b 3 S 75 14 T2 t0 9 8 a 6 6 12 t0 6.5 5 43 - - T 7 7 7 83 5 3 - $ 5 5 5 5 5 3.5 3 W_Iz 10 9 8 7 s a ,2 R 8.5 7 55 - 7 7 7 7 7 5 - - 6 5 6 5 a s 4 - Q VALID ONLY FOR UP TO +70, -75 14. 12 IV 9 a a 6 - 12 lzr 8:5 7 5 4 - 7 7 7 5A 4.5 '3 - - 5 5 5 3 4.5 3.5 - PSF A.S.D DESIGN PRESSURE B._0» 14 12 10 8 8 B 6 12 12 OS 7.5 6 .5 - 7 7 7 7 7 ? ? + 5- '5 5 5 5 5 5 5 RATING & FOR SPANS PER 14 /2 1* e 8 a 6 - t2 9 a +S 4 ] 7 7 7 7 SS 4 - - 5 5 5 5 s t s - SCHEDULE {f3, SHEET tt f4 12 10 9 8 8 6 - 12 11 7.5 6 5 75 - 7 7 7 7.5 6 4.5 - 5 5 5 5 5 .4-5.- 14 12 10 9 8 8 - 12 1.5 7.J' 6 3 33 ^ 7 7 a3 5 4 - - - 5 5 5 5 4 3 - - G.-O. 14 12 t0 9 s a - - 12 12 9.3 6.5 5.5 4 3 - 7 7 7 7 7 7 B 3 5 5 5 5 5 5 5 5 14. 12 10 0 8 8 - 0.5 8 5 4 3.5 - - 7 7 7 8 5 35 -• - S 5 5 5 5 4 3 - t4 t2 10 9 8 6 - t2 10 0S S 43 - - 7 7 7 6S S3 - - S 5 S 5 S 4 - ta 12 f0 9 9 B - fi p.5 7 8-6 43 3.5 - 7 7 5.5 4A 3s - - 5 5 5 4S 3S - - - /0,-0`14 12 10 9 8 8 - -- 12 11 0.5 6 5 33 - 7 7 7 7 7 7 4S - b 5 6 6 5 5 5 44 i4 12" itl a -B 0 - 9.5 7 4413,5 3 - 7 7 7 55 4.3 - 5 5. 3 S 4.5 3A - 14 12 10 9 e B - 12 9 6 5 4 - 7 7 7 6 S - - 5 5 5 4.5 a - - - 4 12 10 9 a 8 - - 12 8.5 6 3 4 3 - 7 7 5 4 3 - - - 5 5 5 4 3.5 -0 14. 12 10 9 0 0 ^ - 12 10 7 5S 4.5 33 = - 7 7 7 7 7 7 3A - b 5 0 5 3 5 5 4 //.�''�� 1♦ ,2 ,0 9 8 0 - - 8A 8s 4 3A J - - 7 7 e 5 4 - - S 5 6 5 ♦ -r- IT ( ) J H VBLADE Q N LY 14 12 10 0 a 8 - f 1 8 5.5 4 - - - 7 7 7 55 43 - - - 5 5 .! 5 4.5 - - \�,/ 14 12 W 9 B - - 1.5 a3 5A 4A 35 - - 7 7 4S 3.5 - - - - 5 5 4.5 3.5 3 - - - 12'-0` T4 12 SO 9 8 - - - 12 9A 6.5 5 4 3 - - 7 7 7 7 7 8 3 - 5 5 5 3 5 5 4.5 3S 14 12 10 8 8 8 6 4 3 - - - 7 7 5,3 4.5 3.5 - - 5 5 5 4.5 4 3 14 12 10 9 5 - f0 7.5 5 4 - - 7 7 6 5 - - 5 5 5 5 4 - - f4 12 fp 8 a - - 0.5 8 6 4 33 - - 7 0.5 4A 15 - - 5 5 41 3.6 3 - - - 13`-0`14 t2 10 9 8 - - rt-5 6.5 6' 4.5 33 } - 7 T 7 7 7 i 5 - - 5 5 'S 5 5 5 44 3S t4 12 10 9 8 7 5.5 16 3 - 7 7 5 4 3 5 5 5 4 3 14 12 10 9 6 8 7 4. .75 - - - - 7 7 5.5 sA - - - 5 5 5 4A 4 14 12 iR 8 - 10 7.5 5 4 3 - - - 7 8 4 3 - - - 5 5 4 3 - - - 14,-0»14 12 td 9 - - - OS a 5.5 4 ]S - - 7 7 7 7 7 4 - 5 5 5 5 5 5 4 3 T4 12 10 8 - 65 S 3 - - 7 7 5 15 - - - 5 - 14 12 id 9 - - - - 0S 6A 4 - 7 7 5 4 - - - - 5 S 5 4 - 14 12 10 - - - 9 7 4.5 3.S 3 7 5S 3.5 - - - - 5' 5 3.5 3 - - - 15`-0`t4 12 10 - - - - 10 7,5 5 4 3 _ - 7 7 7 7 7 SS - - S 5 6 5 S S 4 3 N 12 11 0j - 8 4.5 - 7 7 4.5 3 - - 9 S 4.5 3.5 - 14 12 ,0- - a 6 4 - 7 7 5 - - 3 5 5 4 - 14 ,2 1p - - - 85 6.5 4 3A - - - 7 6.5 3.5 - - - - S 5 33 - - - - -. 14 12 fp - - - - - 9.5 7. 4.5 15 3 - - 7 7 7 7 6 3 - - 5 S 5 5 4S 3.6 14 12 id - - - - - 8 4.5 3 - - ^ - - 7 6.a 4 - - - - S S i 3.5 - - - 1a 12 1 - - - 76 55 75 - - 7 7J h - - 5 s 45 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 1111'„\Q•`• �/1.'� 02017 11UEC0,IHC. 02017 EASTERN METAL SUPPLY,INC. ............ �tCEJV,JI+�: ✓� BERTHA H TI3 ME��,N A■.�'!. ■A. Accardzan Shutter System H.Y. BLADE#1 W/OR W/O KV.NANDW IXADE »/R,(gyp{j_\/�!'t TIU IT TESTING & ENGINEERING COMPANY American Shunter Systems REV.H DESCRIPTION 021E 092µt/ 0 LC. -'"�+ �.' .` 6355 H.W.36th,SL.Ste.349,%W.-2 GWIDINS.rLriA54 3316 Association, Inc. i OLD IS-OB5 7/27/1 02TFs 0?/27/1? 1 Ph*-:(305)871-1530.ra:(305)071-1531 4268 Westroods Drive 2 DRAWING No �,�'{•••�...1.....•'�44r 111 a-mo§:URecoponf.cu+1 West Palm Beach. FL 33407 ] /y /,7 •/t► t� it EB-0000719 17-107 ""'•./QMAL. ��111'` WALTER X iRl1T Jr.P.E. 4 n=DA Ue.#44167 5 SHEET P.E. SEXCyStGf4dYURE/DATE a 1b OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (o s.fJ AND CORRESPONDING MAYIMUM ANCHOR SPACING(in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RRESPONDING MOUNTING TYPE. (SEE MOUIMNGS ON SHEETS 16& t7). 5pu1H RN NE Nn. SPRUCE PINE SPRUCE-PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55• SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. CDX 22Wp MIN.1fl0-0-65, FIR NORTH FIR SOUTH DOUGLAS FIR Wj MIN. G=0.50 W/ MIN, G=0.43 W/ MIN. G=0.36 PLYWOOD W.G-OA W1 W/ MIN, G=0.43 Y! MIN. G=0.36 umwuu sPAR tItl WALL MOUNTINCS CEILING MOUNT T }PALL MOUNTINGS CEILING MOUNT T VIALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS 8.0. WALL MOUNTINGS 6.0.WALL MOUNTINGS B,p.WALL MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS W & X W& X W & X P & 0 S&V S&V S&V ®d NDd{Fwg wx g km 6301 WAC RLSIE Fww(c!)di Ow NrM.E 0TH D7C(p} OM NDOE 0638 MRC(A LSU.M MX MSM OX(p6 kSL OOPI W.M INTSFi AOC 04 W!6l'lI NGDF,0f8t;fa3S'.ti!} OF7i IQA'LT_tBKFF M71+C(o!) 0 t6oN NCL'f_0TS1F R3C{�TSR t13O1 MIMd 0II9tE flf1r,f,^a) 30 40 80 75 90 05 30 4p 80 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 3d 40 60 75 90 05 30 AO 80 75 90 OS 30 40 80 75 90 OS 30 40 60 75 90 OS 30 40 60 75 94 OS JO 40 80 75 BO 05 '-O"OR 12 10 10 9 6 8 6 6 616 6 5 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 i2 12 12 72 i2 t2 i2 12 12 12 t2 12 12 12 12 t2 12 4'-0" 12 10 10 3 B 6 G 6 8 6 6 6 12 10 10 9 8 B 6 8 6 8 6 b 12 10 IO 9 8 B 6 6 6 8 6 6 6 5 47 4 3 12 12 12' 12 12 12 f2 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 8 8 6 8 6 e 8 5.5 12 10 SO 8 8 8 B 6 6 6 '8 5 12 id id 9 8 7 8 6 6 8 8 5 6 5 4 4 4 3 12 12 T2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 OP 6'-0' 12 10 10 9 8 6,5 6 b 6 8 5.5 4.5 12 10 10 9 B 5 6 6 6 .5 S 4.5 12 10 10 9 6 J.5 8 6 8 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 10 8_5 T-0' 12 ld 10 9 6.5 4 B 8 fi 5 4.5 4 12 10 70 9 5 3 8 6 6 5 '4 335 12 Td 10 T 35 - G 6 G 5 4 SS 6 5 4 4 - - 12 72 12 72 12 72 12 12 12 12 12 t0. 12 12 72 0.58.5 71 8'-0' 12 f0 10 7.5 4.5 3 8 6 6 5 4 3.5 12 t0 10 8 3.5 - 6 6 S .5 3.5 J 12 10 10 4 - G 6 5 .5 3.5 3 8 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.S 12 12 1.5 9 7.5 b.5 12 to t0 5 3,5 - 6 8 5.5 .5 3.5 3 12 i0 9 4 - 6 6 4.8 4 3 3 12 10 4 3 - - 6 6 45 4 3 3 6 5 3.5- - 12 12 12 12 12 I0. 12 12. 12 11 9.5 8.5 12 12 10 8 8.5 5.5 1D'-0' 12 10 7.5 4 - - 6 6 5- 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 - - 6 6 4. ,5 3 - 6 5 - - 12 12 12 12 1.5 9.5 12 12 12 10-18,5 7.5 12 12 9' 7 6 5 12.10 5.5 - - 6 6 4.5- - - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - 12 12 12 12 10 6.5 12 12 112 9.5 8 7 12 12 8 6.5 5.5 4.5 12 10 4.5 - 6 6 4 - - 12 110 13,51- - 6 5 3,5- - - 12 10 13-0' 12 10 - - s 6 - 12 ITO I - - - 6 4.5 - - - - 12 Z5 - - - 8 4.5 - - - - 6 {,5 - - 12 t2 12 D. 8.5?:5 12 12 t0 8 6S 5.5 12 0.5 7 SS 4.5 4 14'-0' 12 10 - - 6 5.5 - - t2 7 - - - - 5.5 4.5i - - - - 12 7 - - .5 4.5 - - - - 6 3 - - 12 12 12 9.5 8 6. 12 12 9.5 7.5 6 a.5 12 9.5 6.5 5 4 3 15'-0' 12 - - - 6 - - 12 - - - 12 - - - - B 10 HV BLADE OR I HV BLADE W,,/ HV WINDOW BLADE WORKING IN UNISON* •Su uZ".'s Gr DSE TCA KAD' OR S.ELT to t NOTES ON ANCHORS REOUIREMENTSI WOOD SUBSTRATES. 1.ANCHORS i0 WALL.,FlOtlfl OR SOLID%'000 SOFFIT SHALL OE AS F111L0'M8t 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:-SOUTHERN PINE No,2 W/0-0.55 01,0.5) -1/4"0 TAPCON ANCHORS,AS MNIUFACTURED BY I.T.W.SUILDEX W/MINIMUM EUSED)JEUT AS INDICATED AT -DOUGLAS FIR W/G-040(N.Dx,) EAC51 SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NOM W/C-0.43(11.115) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE RR SwxH W/G-0.30 NA.S.) -MIN. 1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTINO TYPE U,SHEET 17 AND SHALL CONSIST Of IAO SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SH7U.L BE IIWALLED FOLIWANO ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S.MANUFACTURER fFFraanu',�. FLORIDA BUILDING CODE Ron High Velocity Hurricone Zone •,,•... �, 02017 TILTECO.INC. 02017 EEAAS'TEERRNN&JEETAL�SUPPLY, INC. 111 A'' EN,9**- �� BER HA H TM 1 L E G O SNC. A Accordion Shutter System ■ ■ ■ ■ H.V.BLADE#i W/OR W/O FLY.WNOGW RADE American Shutter Systems Ev.11 DESCRIPTION DATE ORAWW BY: L.C. A7 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/1 DAM 07/27/17 {,,.3 "• : AhT 5355H.%36U.SL.St-,385.MOM GA40ENS.ROROA 3316 A Phone:(305)871-1530.Fort:(305)871-1"1 4268 Weslroods Drive : DRAWING No '•.,,,Ay .... '>\ 11\ o-mal:01"OOeW.Com West Polm Beach, FL 33407 3 i "� -- ! NAL 1 tt F0-0606719 4 17 1 -- O li WALTER A TILUr 4,P.E. SHEET P.E. SEdC/3t8idA1't1RE/.DATE n° 6 !44/67 6 15 OF 20 ' MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH 8V 13LADE(1) ONLY SHAL '_WALL FINISH BE LIMITED TO 105.0 12sf, A.S.D. DESIGN PRESSURE RATIN * SEE SHEEI 19 FOR MAX SPAN & 1/4-0 TAPCOIH OR A,SQ. DESIGN PRESSURE RATINQ FOR INSTALLATION WITH BLADE (1)& W WORKING IN_yNLS0" TAPCON WITH ADVANCED 1/4 Fn.PENETRATION NCED THREADFORM TECHNOLOGY V IIII19EIM PENETRATION OF THREADED AREA TO EXISTING T 0 AREA TO EXISTING WOOD HEADER. (SEE SCHEDULr ON SHEET 15) 1 SCRCWS W/ 1/4--20 NUIS OR 0 12'aC. I ON SHEET Is FOR 0 CLASS--t OR I RAD qWOR$1 PTIONAL WALL FINISH I�G hall. WOOD HEADER REQUIRED 2'X4 WOOD OR TAP ON 11�1NAI,1VA"CfD HEADER 'r EXISTING I GLASS----I JAN.SEPARVION Min.PENETRATION OF THREADED AREA TO TO CLASS(SM EXISTING WOOD HEADER. SHEET I 1,11". SEPARATION TO GLASS OR SKEET 19 FOR EC SCHE '.4'CONT.SILL SCmCptItB ON Sim EXIS11NO BY WALL HEADER INSTALLATION HV WALL SILL INSTA LATION (�j)HV WALL HEADER INSTALLATION PAR. SEPARATION TO*GLASS I T_ 11111,SEPRIATION TO CLASS EIIIAIIS (SEE SC14EDULE ON SHEET Ilf— —�D �_(SEE SCHEDULE Off SHEET Ily MIN SEPARAnon GLASS--J 2W$G�Tj (SEC'SCHEDULE ON SHEET 11) WOOD USING 1/41�-20 RUTS FINISH O.C. OR OR& ED WOOD PLATE /4-0 TAPCON OR TAPCONI WITH ADVANCED THREADFORM TECHNOLOGY w/1 1/2' OR 2 W., ENETRATION Of THREADED AREA TO 1/4-0 TAPCON OR TAPCON WITH ADVANCED ILL F EXISTING WOOD HEADER, 1/4 (SEE 8CHEOULE ON SHEET 15) 7HREADFORM TECHNOLOGY W/ 1/2- j TAPCON WITH ADVANCED I-SEE SHEET 4 FOR TYPIM MF.PENETRATION OF THRMED AREA INTO PLYWOOD lit G� It 1/2 N.to WALL FINISH 1HREADFORM TECHNOLOGY SHUTTER ASSEMBLY. (SEE SCHEDULE ON SKET 15) DIUNG MIN.2,x4* LW.1000 RED*(). W1 /2 2-MOUNTING SECTIO14S CAN BE STUDS 0 16'O.C. M.A P� S TH AREA INTO PLYWOOD COMBINED IN ANY WAY 10 LI/:r MIN,COX PLYWOOD RETOX WALL FINI R=m PENETRAMON OF REQ'O.PLYWOOD 70 BE (SEC SCIIEDUILE ON SHEET 15) SUIT ANY INSTALLATION. @IJV WALL SILL INSTALLATION 7DUStING MIN.2.4'STUDS 0 26'D.C.MAX. REOD. ATTACHED TO STUDS in PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH H @ BY WALL SILL INSTALLATION BLADE In V F,B.C. 'A oil SHEET(I FLORIDA BUILDI CODE(Non High Velocity Hureicone Zone: to 02017 TILYECO,INC. (9)2017 EASTERN W&SUPPLY,INC, Eki, Accordion Shutter System American Shutter Systems REV.N, DESCRIM-014 DATE ORAV4 BY. LcTIWT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-055 07/27/1; DATE: 07/27/17/ 4268 Westroods Drive 2 4155 fl^M%.St.SU.30.VIAWAA GARDOM FLORIDA 3316( CO-` 6719 .-ff4A:I WarO.w.— West Palm Beach, FL 33407 3 TILLIT Jr.PX. 4 DATE FLORIDA Ll�1 44167 5 SHEET 6 16 F 20 | ` - | — -nl -HV &--I& HV* BLADES �APPLICABLE) ---INS-TA-LLATION—DETAILS—ON—EXI'STIN-G—WO-aDBU-ILDIN-GS FOR MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE M ONLY LLB LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE BATING, SEE SH ET 19 FOR M WALL FINISHAX SPAN &. DESIGN LOAD-FOR INSTALLATION WITH BLADE (J)& 1A) WORKING IN UNISON V IAN. A4�*.TAPCON 09 N WITH ADVANCED 4'XS' V EXISTING THREADFOR REQUIRED. -EDGE(IF APPLICABLE) At-TECHNOLOGY STRUCTURAL ADEQUACY PENETRATION 1/4-0-2W/4-S.S. OF DUSTING WOOD BEAM WOF/THRIE/ArOED"JA' if! AREA 10 EXISTING WOOD HEADER. PHILLIPS TRUSS HEAD TO BE CERTIFIED BY (SEE SCHEDULE I MAClji1/NE REGISTERED ENGINEER OR E STING WOOD ON SHEET 5) W1 4'S2CORENWIStS ARCHITECT PRIOR TO TRUSSES OR 0 24' EO EQ 0 12-O.C. SHUTTER INSTALLATION. RAFTER O.C�REQUIRED W EXISTING SOFFIT EAMON OR ri N WIRT ADVANCED I . 25r THREADFORM 3/4'Max. TKK, TECHNOLOGY .,-/4' 4/8'CONT.ALUM.TUBE' Max, W/ 1 1/2*min.PENrTRAOON P14 3 ED OF THREADED AREA TO S.M.S. (6063-TS ALL"W/ O Or I Or 13 or @ CH RAFTER OR TRUSS. LOCATE LAG SCREWS AT UIDWIDTH OF EXISTING WOOD EXI NO MIN 2'x4" MEMBER.(2-Min.NOMINAL ER REQ'D EXISTING.WOOD HEAD OPTIONAL (SEE SCHEDULE ON SHEET 15) 0 6'D.C. 1 6`0 LAG SCREWS TO I.•iz r @ or @ EXISTING­4L OPEN HOLE AT EACH AN] HRAWA 2'014111. CLASS I MIN,SEPARATION TO GLASS EXISTING I STUD TO ACCEPT P d 4 r THREADED (SEE SCHEDULE ON SHEET It) CLASS 1 5/1610 LAG SCREW AREA.VALID FOR AT CENTER TURE, INSTALLATIONS WITH 72psf MAX.A.&D OSSIGN LOAD AND •UAX�SPAN,THIS LL4 9PAPATtat EEXISDNG 9'-D M cuss M &)HV W D solcur*4 SKET GLASS INSTALLATION IS ONLY VAUD -ALLHEA ER INSTALLATION atxc of stea- 'I,BLQC a)A.w FOR WOOD W1 MIN.SPECIFIC EET 2 OR A, (w ON low 9 FDA GRAVITY Of 0.50 AS DOUGLAS BLICESID wMC)a's FIR OR SOUTHERN PINE No. I �kt SHUTTER ASMSILY I J 7-0 OR OR EQUAL 4 BE COM84" T)HV CEILING INSTALLATHON INSTALLATION. UK soyAllm OR OU HV CEIING I MIN. r LLAT 0 TO GIASS(SM SEPARATION MIN.SEPARATION TO CLASS EXISTING TO GLASS A '(SEE SCHEDULE ON SHEET III- GLASS (SEE SCHEDULE ON 9�m log w=0 a ON SHEET 11) EXIST ALTERNATE_ ANCHOR 1 LOCATION EXISTING 318 11111. ss� 2"x6-WIN,WTIOC V§,A1O%4'HEX FINS /4 5, IT E DECK REQUIRED Mox, SCREWS H112"TaK. (NO FINISH 2'.6'MIN.V.WD ALLOWED) 7 DECK REQUIRED (NO FINISH ALLOWED) =-----M--' EDGE EDGE OF DECK 19 EDGE OF DECK OF EO DECK&FELE IF APPUMLE IF APPLICABLE E. APPU 1/4*0-204/4"S.S. 1/4'0 �PLL:ps TAPCON OR TRUSS HEAD 1/4��TAPCON OR TAPCON WITH ADVANCE 2'x4 TAPCON WITH CEO W/ HE SCREWS TOREADFORM TECHNOLOGY W1 1 1/2'MIn. -9 COLI THREADFORM TECHNOLOGY 1�4*-20 NUTS 1/4-0 TAPCON OR TAIRCON WIT ADVANCED THREAnFCIRM uln- PENEWPON OF THREAND SILL PLATE W/ I t/2-Mi�PENETRATION a 1,2 O.C. TECHNOLOGY W/ 1 1/2'Mi..IFENETRA114H OF THREADED 91�x"O;� OF THREADED AREA TO AREA TO EXISTING WOO:)HEADER.(SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER, (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE OR SHEET 15) SEE UU L OF USE FOR (2)HY WALK—OVER INSTALLATION OV HV WALL SILL INSTALLATION @HV FLOOR INSTALLATION FLORIDA BULDI CODE(Non High Velocity Hurricane Zone: ............ �/A 02017 TILTECO.INC, 092017 EASTERN METAL SUPPLY,INC- BERTHA H—V7TA— Accordion Shutter System A.S.S.A. KV. MADE#1 W/OR W10 KV.WWW B.ADE 11L 1E C 0 imc, N;V.N. DESCRIPTION DAIC pUr� American Shutter Systems I LC� TILUT TESTING & ENGINEERING COMPANY • W.-57--1/11 wk, !Igfijap 6355 N.W.".St..Stc:AS.VIRGINA,CARIONS,FLORIDA 3316( Association, Inc. I OLD Is 07/27/11 (305)871-1530.Fax;(3D5)871-1531 4268 WeStroods Drive 2 -DRAWING No SIS _Z66 , 60�. ­"I; West Palm Beach, FL 33407 3 EO-WO6719 -- 17-107 WALTER A.TMUT J.P.E. 4 P.E. SEAL/§1'G'N**A'T'U"R'E/DATE FJORCA jr�0 44187 5 SHEET I OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 1S.•4w.IM0 SLUGS AEO•D. Y e 4W.wwo 1•.A'uat _ F SVGS AE01t. worn STW's. i/f9 TAPaoN ') - . (AS APPLZA 6C) \\ '•,� Nr 1dAfT• \\ f 1 • t wow s1A111UDW- \ i i F'EAEt0.:T�N rAo \ tAs rPvuCFatc) 1 rNSN y( 1(2•fTJ21RA11Wl / J 4t CUSOros ciAss g ro,n'cwc I' vIesco a rro _ t tXRTpla aus {.� S1Ws p45T. -FSlIIr..wss' DtlSitf.'Q cuss '( ~ 1!T•RlnQDX 4FA�1 tn•4N,GOA 70 tEASi 15[E F4ftY1 - 41t S!"M'V14t FL W'DW. `A2GtL 011 9Rr so ^ (LEE ln•uuL CDX �- m o.59{;Q t/15•U• 11 F67 NAGC&AND 1W tT&yT t9 ° i {a953_ro;cDm. revel r 'i(T'tLN. = et SIM i9 RR tf�FOR H/�K mN0 FtYli050. f/3•• `—'� I I fO SMF N 9 N.VY.CLG5fli PLIMOOD., WLIQ mA Q/ el:TQT 19IW e!Ulm 19 RA OFttL5 Q1A i �t APLATE ltOtATE 1/ i t/x•.fraE tiredR n" °ti06CPe'aj ( NAN30*8 DF'4g) i ver l•aYwe _ i et///T1 s.SUS (T e!9 o.C. 016(0.0. A s.. S�� —._ ` N4>avJY G9 N+.tt �• leoas-ra ufarJa YermcHr { it V {a41 Fl 1' C.,,jtaulE IJ T6 +'`I OR /t S �•.:/ SEt DETAC x II}ORCy! !. DIMw sOt v. t OR+ 4 �i a9>E Contxcnna+ SEC CEfA4 X FDA I OR • 10 TRACKS 1 STE Oakt X FOR r CCl3z,•©(i•d•eO.,��ge. . saE LroRlamxW .t;.t.^,C7?'n _ sot TON (nn}}•(�-C.^^��..•lO!Trr -:e�t�'" To TRAMl'.�'•�-C!•t'!•�,J 06.d.f.p.d..0. a•d•G.U. .€y. E4'�i3-�7•i$-4i•®- ©.d.�_©.�7. Q�•f$•�t"3•C3-®'G_ ta?•(3•G-O•t7}'t3- t3•{g_�.�g«(,}9'. Q.''y=�-�"3•ds••J"•[�T1- O EN CONNECTION DETAIL 9 EN CONNECTION DETAIL END tD CONNECDO DETAIL� END CONNECTION DETAIL 8) � � .aT� FOR—Z GiQAFEA T+uu 11-0 CAST= !--GIAss Yxr'YW.M0Q (•/(t'.iFPtfFF avatoA9 i(.•.1APM ANC-,9S 110.F(1•34.4,.- •.•- __ _._y—.� stubs xLG% w/fin•uW. .04c. rnStlitG OLAss-ti Ptr+LDUl1at1 O IT'0.0. .-AAD(W O f1.OX. Y11 st rai 1/1,mrx TSD°m.FtCH SNtrstT 4 SEE Uhii ATi0N5 OF USE FOR MAIWARATOf \ 4 11 BLADE lA ON SHEET 19 So6!lRE bi 9fLr I � X'- f �j �j y (�^Qik '-"-- MACE rH 3EET 19 FfA 1/T 4N \\ ""'.— '��"�� ..• SAMOSA ( \ rtF A(/ � � ---- "'� C.� / • )(dog 5 COR9 4-- 1 M0o0 phi/Foul oa{ ca �t f.W 5=9 MJ v TINS'. —ty�'�•�-�• '• PLAN Ca7•C7?•E7•G'C3•�#- {a}•d-�_U"{�.�' I DETAIL X END CONNECTION DETAIL Qt END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone' 02017 ALTECO.INC. ®2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM A S `► A /T1 L E C O SNC. Accordion Shutter System RV. t-99#1 W/DR W/D KV.NWND(Nt RAX ' ;. TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems [\r,N OESCIR"DII DAVE DRAWN BY: LC. :9VIRG. Association, Inc. , OLD 15-055 7J27/1DAtc 07/27/17 4. a35I 2w,TES 1N st..393.GINE RINGCARKt5,OMPA 3714 Phan.:(305)971-1530.ra.:(305)871-1531 4268 WBstraads,ITr1ve 2 DRAWING No _0:1T1.tta.Wda West Palm Beach, PL 33407 3• Fry +•�s'ONALEN�'�• WALTER A OWTiJ,P.E. 4 �°•' Q7 P.E. SEAL./SIGNATURE/DATE FLORIDA u9.1 44167 5 SHEET 6 18 OF 20 GENERAL I-DAIIIA11 NS AND CONDITIONS OF USE FDR (,)W ALADF ACCORDION S, WORKING IN!M" 0> *Ilso NILHADF!g VMM 02,71, 1.WX JLS.D.DESIGN PRESSURE PATING1+710,-110 P.2-14 2.LOX.SHUTTER SPAR:DO* TI 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6.7;AS WELL AS MOUIMMOS AC 0.T.U&W ON SHEETS 16&17. E ONLY C%Tj:j�OTH(WI )PAOR E ALLOWED 6), 4 OR", FWDr� G MOXIN CASE OFW01MPP01ING .f IN A MUST BE INCLUDED ONLY AT DrTERIOR ACCESS SIDE OF E. TVP.EA.END 5.(A)W WINDOW E(R=ONLY ALLOW A MAXIMUM OF 5 OPENINGS 0 0`1 (ro HOLES)FOR(rp- T SPACINGS WHDWN ON SHEET 4. (a)UIN.CLEARANCE FR qM TOP OR BOTTOM EDGE OF HV WINDOW LUNDE OF ANY 3-0 HOLE FOR V SHM.L BE I r. MAX-5 V014DOWS ALLOWED AT 1EV(q WINDOW AD 0 0 0 (G)FUST OR UAAT 13ME COMING OUT FROM STARTERS AT ENDS MAY BE HY 0 WINDOW BLADE Qq 0 (D)NV WINDOW BLADE i©MUST BE USED ALTERNATE To A SOLID MV BLADE(D THROUGHOUT SHUTTER'S WIDTH. ALWAYS Be INSTALLED ADJACENT TO A SOLID HV 'K.)CrAYJ4.T%S.K111LE OF THEM. u 0 0 0 0 (F)POLYCARBONATE W WINDOW SHAIJ.BE INSTALLED TABS FACE SEE END THOR E OPENING.90 PROTECTED. C 10& Is 1YP1 0 THE wIt or IN HV WINDOW DUST BE ONNECTION Ifl, 0 ONLY INSTALLED AND LOCKET)USING A IN SETTING TOOL PROVIDED By ASSA. DETAILS ON SHEETS 0 INC. FULL HEIGHT. F L",ANCHOR SPACING SCHEDULE FOR INSTALLATIONS iNIO WOOD FRAME 3 j! LONGS ON SHEET 15.AS UUITED BY SPAN AND DESIGN LOAD(SEE NOTES 2 ABOVE). hil 7Ste ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I&2 MM). &MINIMUM SEPARATION TO CLASS SCHEDULE PER ASTM E-1996I @.j PE PLAN FOR REOUREUENTS) TOP&BOTTOM L WIND 2014E MINIMUM SEPARATION TO GLASS -G.�06 a7 , IUM9E0 WIDTH— UPI.SE ON TO CLASS I THIRD 3 EXISTING ELEVATION ASEE SCHEDULE ON SH--1 I I MR DIXIE 6.25' AND ON THIS SHW FOR DAM(D (A) G CENTERMAM(Phi W1 U=ER(OR ONLY) TYp N 01 AffV A1M2-4Q=(SEE NOTE 4 ABOVE) n!", I @61j C Cog' SYM IN I. @01 TYP. CO'TERUATES(D W/ O� AND W/015'.(SE NOTE 4 ABOVE) PLAN TYPICAL C7 BY BLADE WORKING IN, UNISON WITH HV WINDOW BLADE A SHLITTER"I" FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone: .................. 02017 TILTECO,TNG. 02017 EASTERN METAL SUPPLY. INC. kENS, �P-- ------- BERTHA VIM Accordion Shutter System q o too., A.S.S-A fiL E KV. BIACE#1 W/OR W/O H.V.WNDCW RAM American Shutter Systems RVVN. DESCIUPTION DATE DRAWN BY: LC. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE. 07/27/17 5355H.W.3611,'St_Eta 305,IMINIA GAMDM FLORAL 3319C PhOA4-.(305)871-1530. 4268 Westroods Drive 2 DRAWING No —3:Viteco9.0— West Palm Reach, FL 33407 3 E8-0006719 17-107 WALTER A.RLUT it.P.E ........... FLORIDA U--1 44 167 SHEET P.E. SEAL/SIGNATURE/DATE 19 OF 20 INSTALLATIONS W/ J) HV BLADE & HV CENTERMATES 21 -12.000-Mox.� 'x",&A'-653 i 2 r 6035'ACETRICK T' Min,r-00 G 553 GRADE 40 Min. VARIES 60 L METAL STUDSA STEEL O.C. W 2"MOx� 43b INTO METAL STUD WALLS * q © B3- -- 0 6 o.G. 114"o NOMINAL 40 4 f a ap' GENERAL LIMITATIONS AND. CO ALUMINUM SLEEVE FOR BERTHAWHV BLADE C 6063-T5 ALLOY 7 3141 s 1!4'0 o.G35'1tuGK Min.1 43c - 436 0 f2 x 1 S N SYSTEM INSTALLA110N TO MEfAI STUD WALLS CONT.GALV.STEEL TRACK C"A""Et"I 0 6.O•C. a 6'O.C.^. o ASTM A-653 GRADE 40 M's.0-60 I SEP„rARATION T GLASS SCHEDULE �.3•oao' GALVANIZED FA ED TO 57005 MOX. W/(2)I6.t/2'TEK SCREWS ON exSTwG FINISH 3g � T. MAX. A.S.D. DESIGN PRESSURE RATING; +75, - 75 (psf) uMRrOR Ac D IOR FACE AS APPOCADLE l!l 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E^1986 43c L SEPARATION ENGTH t 1• EXISTING GLASS I MIN.SEPARATION Rte•' 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS (SE sc SCHEDULE) q3 43 1/4"113-20X3" DOLT 4. ONLY EN7ERtlATE 21 W/ 24 HV LOCK ARE ALLOWED ') $ WITH 21 ARRANGED A $ METRICAL LAYOUT. 1 THRU 3 T- MUST PENETRATE j USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS 8E 4 4" 1 3/4'.6 1/4'x 0.035'DOG'K Min EXISTING FINISH , f INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373- CONT.GALV,STEEL TRACK CIUNN_1., AS APPLICABLE ,, 1 CENTERMATE. a 250' ASTM A-G53 GRACE 40 W1,G_GG i 3• _J_._.l, �n3---- GALVANIZED FASMIED TO SCICS ?t•,---- I� W/ 2)/6x1/2'TER SCREWS ON 43C 430 2 EXTERIOR FACE 0 6•o.c 0 6.D.C. 1/4'0-20 THREADS o BLADE SLACK DETAIL HVF IS ALSO VALID�F;O^�R 43c 1 J4"RT ELCO CONSf[UCTION 'q =-=' 1/2' 12 21 T"J CENTERMATE APPUCATION WITH BLADE(D PRODUCTS FAR—LOK HD f61 1 1/2'x 0.035'THICK w '? VARIES.' 6"b0.C. Min.ASA,A-653 GRADE 40 .;ttbii.^.,. COMPONENTS Mm,G-60 S AT.STEEL t- MS WALL HEADER SILL INSTALLATION _ METAL STUDS AT t6.D.C. in. .'"- .3 k EXISTING FINISH AS APPLWABLE SCALE: (TYP.TOP&BOTTOM) ' 1 3/4'x 6 1/4'x 0.035'THICK Min. -zEXISTINC GLASS— - - _— ———— — _-. — _ J/ASF T• GALV.STEEL TRACK CKANNEL E 4 01- - ,.,.., ::•.i'..-. , ,} , i i /GALVANVED FASTENED TO STUDS I J , 1 SYMMETRYCAL 11 SYMME7RYCAL >> i i I I 1 ,1 1 ES , oEP�soN VARIES INTERIORkExtEROR FACE436 TC ; CENTERMATES T Wl I i (SEE SCHEDULE) Max. 11 „•,EXTERIOR AGGESS SIDE-'I I' I•:-INTERIOR ACCESS SIDE _-- ___..._----- �__-__--___-»_ _______ ______ ____ --------..___.._--------- ------ __» _____—_--_-..___- - ------ _---__ »»_ -__.----»� __ -_- --»_..-___-»I ( ) IN 3j (6"Min.) IN 4 ----------------------- -- -- ----- --------------__ _ �_�»__ _ _ -+- ---- - -- ----------- - -- ---------------------- -- -- -- -------------- -------- ----------- _w_,- _�_ _— ____ _•_. A_ 2)42 21 -, ' 21 1 La^AT o�ATn12L2`21 L2` - -- ----- -- - - -- ----- -' ---- - - -- --- - NY NEA9ER/sl ENDS --- — - ------- - ----- - - EW Y TV A �) 12 3 1/4-(Typ,) ! i `..`%(6"IAin.) ( 24 SIDE CONNECTION TO TRACK 8 i/2'(TYPO r. 6 T/z`166x.sLAcit ** (Cont.) R BLADE SLACK DETAIL HVF C HYA !� �_ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Ione 02017(ASTERN METAL SUPPLY.INC. D247?TiL7EfA;NO. BER HA HVTM AA ^ J� „ , � s " E C O IsIC. Accordion Shutter System RV.GLADE#T w/OR wfD KV.v�NDOW i�LaDE TlLUT TESTING k ENGINEERING COMPANY American Shutter Systema ry,N OESCRiR11011 DATE !SHEET DY: LG. ,r7' : 6735 Krr.J4v.SL.Sia,363.YinCvv.G+A0R+3,i1aSGA 3316 At3$ccldttOn, Inc. t OLD 15-088 7/27/1 o7/z7/t7 �+;^--3-Ntii•c^. —�.�Q A\w PI-4:(305)871-1530.Fox;(305)871-1531 4268 Westroods Drive 2 NG No 7 t \ o- l t�taa4aotcom West Palm Beach, FL 33407 3 �i('' •fiZDlt�dp.A•;rti ''i1 EB-6IX16718 4 —107 �+ 44 V WALTER A.1ILUT 4r.P.E.P.E. SFT+LA1tl Ej L ELORmA Lk t 44167 s5 OF 20