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Home My WebLink AboutProduct Approval � f Florida Building Code Online Page 1 of 3 a � BaS Home ; Log In ; User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I SCIS Site Map j Links Search Fd *r 1' Product Approval ' USER;Public User s Product.Approval Menu>Product or Application Search>Application list>Application Detail Fl- # FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative f Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter X.Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 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 FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1)PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/prapp_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/$/2018 Arida Building Code Online Page 2 of 3 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- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 11 AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 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 ASO load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and W-11"for 62 psf,9- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/winclow blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions 4% 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.PD Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASO load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HV1A working In unison.See sheets 7,11 and 20 Created by Independent Third Party:Yes respectively of Installation drawings for other spans and pressures. ------- 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by trac COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection FC106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC.--DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PD Design Pressure:N/A Verified By:American Test Lab of South Florida Inc, Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389.R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Badt Vert Contact Uq::2601 Blair Stone Road.Tallahassee FL 32199 RtonaLA59-flZ-1624 The State of Florida is an AAJEEO employer.Copyright 2007-2011 State of Florida.::Privacy 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a Personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hIEL. Product Approval Accepts: https://www.floridabuilding.org/pr/vr-app_dtl.aspx9-Faram=wGEVXQwtDqvYYHH2vJvx5... 1/8/2018 4 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THS PRODUCT EVALUATION DOCUMENT(P.EOJ HAS BFFN VERIHED TOIL COMPLIANCE IN ACCORDANCE WITH THE 2017(BLIT EDITION)OF WALE FLORIDA BUILDING CODE THS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HNNH VELOdiS1 FRJRWCMIE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.65.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.O.)DESIGN PRESSURE RATINGS INDICAATEO ON SHEETS 11 THRU 1S. 19&20. N ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOWS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WAND LOADS AREA 1: HV BLADES(1)dt W BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. GENERAL NOTES SHEET 1 N ORDER TO VERIFY THAT COMPONEMS AND ANCHORS ON THIS P.E.D.AS TESTED.WERE NOT OVER STRESSED.A 33 N INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS t11DI USED N THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HO'A1:VER,A WAND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS N WOOD. SYSTEM COMPONENT'S Z1-37 SHEEP 3 BERTHA KV.ACCORDION SHUTTER SYSMeS ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD VIAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER All REPORTS: TYPICAL.SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW MAIL -HN BLADE 0 10214.01-03./0715.01-03./1004.01-05,11214.01-05,#0317.02-06./0609.01-10 AND 10210.01-11 AS PER TAS-201•TAS-202 AND TAS-20 PROTOCOLS AFD ASTM E-166e ARF& 2: H( BLADE(17 AND W WINDOW BLADE (M AND E-1998 STANDARDS(MISSILE LEVEL 0,WIND ZONES 1.2&3)&/1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APP.IPCARI E) -HN WINDOW BLADE 0/0505.01-08 AS PER ASTM E-1886 AND E-1998(MISSILE LEVEL D.VAND ZONES 1.2,3)BASIC PROTECTION ONLY AND /0725.01-68 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 NSTALLATM DETAILS A-F.CORCRETE/aLOCK SHEET 6 2.HV BLADE AND HV WIDOW BLADE ® ARE ENGINEERED M 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 H.V.ACCORDION PINS(HV SCREWS)•USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14k2.75'AND 140.75'EESPECIVEI.Y,410-NT MINIMUM SERIES CMMMATE DETAILS HY SHEET 8 STAINLESS STEEL SCREWS WITH *35.0 k3l YIELD STRENGTH AND 160 kEl T04SKE STRENGTH.PNS SHALL BE COATED WITH BERTHA HV DACRO6HELD COATING SYSTEM AS MANUFACTURED BY APPROVED CFLNTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PNS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENCIH FOR 6083-Te ALLOY IS 30.0 kai AND 35.7 kd FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DN 50018 WITH 50 W MN.YIELD STRENGTH AND 90 kd MN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 Q BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kd MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SWEET 15 7.SEE THE FOLLOWING SLEETS FOR ANCHOR SPECIFICATIONS:HV RUDE OI : 12,13.14.15 AND 20 INSTALLATION DETAILS M-R. WOOD SHEET 16 HN BLADE Q&0 WORKING N UNISON: 12. 13& 15 INSTALLATION DETAILS S-K.WOOD SHEET 17 B THIS BERTHA KV.ACCURDION SHARTER SYSTEM BEARS A U.S. PATENT 16'779.582.COMPONENTS OF THS APPROVAL ARE COVERED,IN WHOLE OR IN PMT BY U.S.PATENT /5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X WOOO SHEET 18 MET/LL SUPPLY.INC. 9.R SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 6 TO BE ATTACKED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEM/CA11UL AREA 3: W WINDOW BLADE Q ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT VSEL N A VISIBLE PLACE WITH WARNING NOTE:WRING PERIODS OF HURRICANE WARNINGS HOLE OWNER, TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL IHV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. AREA 4: HV WINDOW BLADE G)ONLY 11.SHUTTER MANUFACTURER'S LIBEL SHILL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BLNL04NG CODE.ONE VSEL SKULL 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.BERTH KV.ACCORDION SHUTTER SYMMS INSTALLATION SHALL COMPLY WITH SPECS 94WATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ETNGWEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Le.MINIERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (D)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 DENATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (a)THIS P.E.D.WILL BE CONSIDERED[WALK)IF ALTERED BY MY UEAm. OBTAIN PERMITS IN THE STATE OF FLORIDA d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHCH WILL BECOME THE ENGINEER OF RECORD(E.OA)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF REGARD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWRDS FOR RENEW. (�)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. ASA 1H1 +:+AA'�A"N"<'t�•'.•..✓ FLORA BULD1CODE(Non H h VelocityHurricon e Zone fYX2017 EASTERN METAL SUPPLY. INC..S0C BERTHA TM A S S A Accordion Shutter System IL ECO.■�. ■ • _*; Itv BLAnE fl w/OR W/O M.vt(wav MADE iv/ /L� American Shutter Systema DATE oIAK„BY. L c s �(tEU TILUT TESTING & ENGINEERING COMPANY p 0355 IMV.36M$1.,SM 305.VUIQ M GN W M NORM 531 A59oDlailon. Inc. 1 OLD 15-085 7/27 1 OATS: 07/27 17 PAOn4 (305)871-1530.Fox:(305)871-1331 4268 Weslroeds Drive a DRAWING No _ L11 e- e16p71g C0 West PDIm Beach, FL 33407 3 17_107 '.w.0 \ 1 ssIONAVE ol1L Wul1A A TWUr Jr.P.E. 4 P.E.,SERt�SIEMA�URE/DATE nO�oA Lk.(441 s7 s SHEET e of 20 ,� MYg ran w0r,MAK(31e YA1LE5 .421 05 1 OHV UNIVERSAL_FLOATER QUALIFIED OR USE W/ VERENDER US PATENT 5458179 QUALIFIED FOR USE W/HV B (LADE ® FN BLAOE(5 i 6005-75 ALLOY AND TEMPER QU FOR USE W HV - ND TEMPER BLADE I 17 -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-76 ALLOY TEMPER GOSS-T6 0 TEMPER .065' 994 07 8 72 842 •'• - 4.136• . 20 12 it .•-...•-.-..------•---•-•' i�7t• ' QUALIFIED FOR /HV (8)HV WALK-OVER TRACK 1.9 72' - inl 1 QUALIFIED FOR U E W/ Iia CI HV TRENCH TRACK 55• © 6063-T6 ALLOY AND TEMPER MADE 1 QUALIFIED FOR USE W/HV Q W/ HV 6063-T6 ALLOY A TEMPER 13LADE(D ONLY. @ HV RAINGUARD BLADE 16063-TG ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6053-TG ALLOY A D IEMPER 'sI VAr6E5 BLADE VARIES 1.936' 6063-T6 ALLOY A TEMPER 1917". -I 063• �00J• .100 • 093' .12' . $ t 1 , u e:l as29 • 670 11J,S20 670 HV HEADER/SILL 1S HD CEILING HEADER/BILI 11 HV CEILING HEADER G HD WALL HIEADIE Q FLED FOR USE W/ HV BULGE 1 10 Y, QUALIFIED FOR USE W N BLADE(1 ONLY (� 6063-T6 ALLO�AND TEMPER'S QUALIFIED FOR USE W/ HV BIADE(1� f4 SEE SECTIONS FOR VALIDITY' SEE SECTIONS FOR VALIDITY QUALIFIED f01 USE W NV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER }� COMPONENT A B T1 T2 % Y 1. 2' • 2' 125' 2' S'MAX.! 1/6• 1/B' 3- 3- 10.490• J. - -_ _ _ 1 2__S'LOX. 0.192'10.192•_ 16 SIDE ANGLES el UMINUM ANGLES- — - !9 2.5' 7'wX. 0.19o•I o.1SD• -- Q ALIFIED FOR USE W/ HV ALIFlED FOR USE W/ HV BLADE Q QUALIFIED FOK USE W/ HV 1 BLADE Q 6063-T6 ALLOY AND TEMPER 60B3-BTA AL ALLOY ONLY. TEMPER I 2' 5'MAY.ii0.139',0.131' 6063-T6 ALLOY AND TEMPER TEMPER FLORIDA BUILDING CODE Non High Velocity Hurricane Ione 1t1(1 '� �/I• _ 62017 TLTECO.INC. 02017 EASTERN METAL SUPPLY, WC. Accordion Shutter System ,` r•' ✓� 1 L ECO 1 NC. A■S■S.A■ ILV.anx 41 W/OR W/b KY.WNDW BLADE �----. i TILLIT TES71HO & ENGINEERING COMPANY Altteri0an ShuHer Syalema F&V. u5lvno1/ oAtt oAAWN e.: LC. Aasoolailon. Ino. OLD 15-065 7 7/1 OUT: 07/27/17 % iOF 6355 AV.Wk.SL,M.365,VAGrM 6Araa4%1101:01 33' 4288 Westroads Drive Pl 4:(w5)a71-1330.ra::(305)871-1531 DRAWING No ot—O6a.°°m West Palm Beach, FL 33407 Es-0006719 17-107 WALTER A IILUT J.P.E..E:^3FA rCAE/DATE r1oRM u°.! 44187 SHEET OF 2 Leao• 1�• 1 1 4-ta CAST_ 457' r- 1/120 PXK u I -t•• I , TYR) PM(I[0 1MI100[D NDOKW.0M761 DS!AO ts' L BKD/ Im °•i 8 i ^i o caEss TV" Q .062 ' 0 5• t I �. ale MUSS CYENDER 1KHS5 hTD10[A a KLV$(namrc (aR"PLATED) •, •A6) - • ruttD) 1 � HV LOCK QUAL? FOR USE W LADE 1Q&(B ONLY • QUAU HV 606-e ALLOY AND TEMPER OU"IED FOR USE W/ HV BLADE I & ONLY BLADE 1 & ONLY. BLADE 1 & ONLY. 6063-TG ALLOY AND TEMPE O ALIFIEO FOR USE W/ HV BLADE 1)ONLY 270'D.D. 18• Ste' 6063-T6 ALLOY AND 1EtlPER PLASTIIAD C N � + 4.015• 2• SCRLN • , •I:� 1 / I •� I:360'AFTER RIVETING BEFORE M °6• 1/4"0--20 x 3/4" 1/4—20G QORIVNUR S.S. THUMBSCREW *SMS 2444 AMMM(2024-I3 ALLOY)LARGE FIANCE INN �—f - I SHEET N016ERT,MAT 10610,AS JMrt 0705 i0 CW E.JEO• 11 � ! «rare TEx1oA1t PAAavoun.NETv,�rf+sLv mas4 oR Eauw P n w nAVA7 aN "T" 4.sse• yx LOWER FOR "T" LOCK GENTERMATE QUALIFIED FOR USE W/ HV BLADE(9ONLY HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK 6063-Ts ALLOY AND TEMPER QUALIFIED FOR USE W/ NV BLADE(1lONLY QUALIFIED FOR USE OU4 ED FOR US W HV OUALIFIEO FOR USE W/ HV BlA0EC10NLY kR'' W/HV BLADE C:ONLY. BIADE�ONLY. 6063-T6 AHOY AND TEYPE 6063-T6 ALLOY AND TEMPER .5 _- 0 9 4 { a 1HUNHIURN 7_ 7 CYENOER OR 063' ',� .083 2- 6 KEY CYLWOER .214• -� .211' r 0.875'Mw. • oo „i' 1 .T2s•No.. ROD 0 0 QUALIFI R USE W/ )(V BLADE I A OUALI ED FOR USE W/ HV BLADE 1 & A 3 . 063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER QUALIFIED FOR USE B1LADE & VARIES 12•MIN. (t� 1/1•.-10 SS.011 J/6'.-16 I .f 6063-T6 A 0 TEMPER i t I C YLINDER IaLTAI 1NI1685CRflY6. DEYR0 EYDECALS DER 1. W.. I� - ® t nrKING ROD 1/4'• ® HD LOCK 37s'o QUALIFIED FOR USE W/ HV B 'v C:/ }jV $"�-1B ACETAL 13 - BY REGENT HARDWARE MORTISE LOCHS SERIES 2333 NOOK BOLT LOCK. 6063-T6 ALLOY PER c.i THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE•& CAI L REQUIRE A 7/16" HCLE UFIED FOR USE BLADE 1Q FLORIDA BUILDING CODE Han Hi h Velocity Hurricane Zone D LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR AL thV BLADE Q/ t 11111) t�A,71 01017 TA.TECO,2iC. ®1017 EASTERN METAL SIWPIY,INC. L54. cti /T�' T ,M fT1 LE C 0.-. A.S■S■A■ Accordion Shutter System 7KV BLADE jI W/OR W/0 KY VANDDW L;EADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Syatema IEV. DISCOUW DAIS CMV6/Bn L.C. s, ST 6356 Ns.JIX.. w Dwu aAnoaa Ram.JJI Association. Inc. 1 OLD 15-M 7/v/1 aTE, 07 z7/+7 4268 Westroods Drive a S Ph..:(305)071-1530.F4.:(305)071-1571 DRAWING No �•.,..•0q`pp ,. LLQ .-m ie�no7Qc9d.wm Wast Palm Beach, FL 33407 a 17-107 7—'07 _�S+ •.• ��p\�Id+ wAiaR A.main J..P.E. 4 n1rLCRE1h 1k.1 44167 3 _ SHEET P.E.�'SFlL/��NNA fl'/�DAiE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR—� HV Q HV d1A 1 43 12' S E Q HV BLADE t 4 1 TO aLEApE agpy 0 lA te7s'r�— HV BLADE 1A .I 3� i 1I Hv euOE .aa2s• x .0625 zY 0 HV LONG RECESSED NYLON BUSHING ( n xM asae_ ! 9OPE a62a ta7a• Y 0 HV SHORT RECESSED NYLON BUSHING 3 N - (TTP) 0606 ' HV MON HAT WASHER (DOR® , PORnoH 1111.7 J� LX HV WHEEL CARRIAGE AIS1 302-303 SERIES 4 4 3 so• 0.870"x3/18" THICK NYLON WHEEL. �'! NI z T/a•wN 1N M+f+00W %�rzgT 0.188'0 AISI 302 SERIES S.S. RIVETS 3186 ° SEP L s7. GETWEM HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR I o6za• 6623• � • !• 'o CPETiW4S i 4 i S//f' ®� HV 2 3/4'ACCORDION PIN W/ /8 HEAD * 4 4 4 w ON i ENifRs IY.1 Y-Y Jaw ea¢i C t POLYCARBONATE IMPACT RESISTANT HV WINDOW 1 ,r— 1 EkCTIRtEM�TYPICAL HV WlrloaW $ APP (DOR �, POI.YCARB011ATE HV WJIVOOW ETAS or 0 N.TS. ((SEE HDI£roil I FIEaURENEHFS) ©OR } _ *PO Y aRBONAIE IMPACT R cicrel4� •-. ..•�.uy•• SAYER MAtROLON 3103 POLYCARBONATE * 11 1z"Nn.c E RESINS, UV-STABILIZED GRADE OR SABIC lo-�}cz to swe Do INNOVATIVE PLASTIC LEXAN 103 RESIN gQ OR ® ( (SEE NOTE -F'014 SHEET 19). (1) HV PIN ® SHALL ALWAYS 13E USED AT ALL EXTERIOR \� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR (9 POLYCARBONATE 54UA(£S f4A 4 HV BLADE. •A CAL SHUTTER ASSEMBLY 1 � EXTERIOR � s APPMQU �Rr (2) HV PIN MAY BE USED IN LIEU OF (9 AND ONLY AT NY PIN®aR IAT avifloxox o EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1O w.3z4• SLAOCS KNUCKLE. NOm@y BLADE WHEN CORRESPONDING TO INSTALLATION '11', SHEET 7. (SEE NOTE *FOR St«tto«Aun ASN om o.w3 mac,' naaa.,M .04&= REGUTAEMEN73) M778l1& TYP'. 1oiiIC Y4lo{imam Amt gree MW Pal 9.300 t.a4 (3) HV PIN ® OR 40 W/ 1/2" O.D. 1/10" THICK S.S. WASHER nEgAft itK*nf At:o4 AM oma 12.5w a.l Islas 9.t SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, "4� nmwam As:u o19D eigwe t'A eia�9•t i Mu MUD SHEET xmoao am Asn.otx ie n-offUK ph iN EEL CARRIAGEETA DIL �y im 0M .1.2 x a+.s x Mw `— EAE.tREMAL� Y LAYOUT Pat or wo0wo am owl c-1 cuss c-1 awss for 10101M Aaw oil," tato'T 900•/ l AMM am a 5 UNM In HV 13LADE SOLID & HV WINDOW BLADE DETAILS '°�i� WA AW w� 9303 a.� «� N.T.S. FIFAJttltt/ttAO''Pi FlOW BUILDING CODE Hon High Ve;ccity Hurricane Zone GENS[' d� am1> ��• _ 02611 aVEAN W&SUPPLY, ft. l' � TM =T, E C fl ii�C. A, ,�� Accordion Shutter System r KV. BADE 01 W/OR W/0 KV.WN)OVI GLADE TILUT TESTING & ENGINEERING COMPANY Amerlcnn Shutter Systema Ey ocscunwt CAT[ CRON BY: z O•`'•., �`P ossa lkw.xun St.St..ws,1x10"11"MOM itoao.301 Association. Inc. 1 kt an 1s oas n t ' - ty� Pra a:(3os)ar1-+sso.To.:(aoa)e:easal t Pal W Beach. Drive 3 DRAWING No NAL E��11'` a ieto00087 o cam West Palm Beaah, FL 33407 y •..........tIN• WAUER x TMAT Jr.P.E. 4 �- o� P.E. SEAL/SIGNATURE/DA3E rLoxnA u..!441st 3 SHEET OF 20 *NOTES ON HV LOCKS AND CENTERMATESe A e c o �• Y N s 7 u a I.WtnATO)LY CONOTNOR itt ONE HV LOCK®or SHALL BE USED AT 1/2 W SHUTTER SPAN FOR ANY SPAN • OR I2'AIME OR B OW 2 QF SHUTTER SPAN FOR SPANS UP TO TOS.ATO FOR NST TIONS T ANY ELEVATION.1(V LOCH or MAY BE USED AS AN INSIDE OR CU151DE LOCK.UTACHEO TO OR ' CENIEAMIOES W/(2) 1/4'P-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OFLOCK SHALL BE AS INDICATED ON TYPIIyLL SHUTTER EVAl10N. OaOa 1 r1plinNAL C ! • IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP.TO TWO HV LOCKS",Qq OR MY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNEXION OF LOCKS 70 CENTERMAES®1 ®v OR SIN 0E AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SWILL BE AS INDiG1E0 ON TYPICAL SHUTTER ELEVATION. 3.Mma.RM LOCKING RODS 00 ARE NOT REQUIRED Ai URRICANE POSITION, BUT MAY I II 4 g r!__cwt_®• i •• USED IF DESIRED TO EN SHUTTER PER LOCKING RODS 9 OR AN ALTERNATIVE DEVICE 'EJ°X•Z"J"" LWY ALSO BE USEO AT STACKING POSM014 (NON HURRICANE POSITION). l TWD INSTALLATIONS AT ANY ELEVATION.HV(LO))CK 4. ®SHALL BE USED ASBE USED AT �p�I CU150E ORiINSfES � SPAR M.S.TWO LOCKING RODS AT TOP AATTACHED lO 0 CORNER BOTTOM SHALL BE Mo.TL a 14 LOCK SHALL BEASINOICA ED ON FLAT HFJO STYPICAL SHUTTER ELEVATION �( MA)IMUM SHUTTER SPIN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 9 S •ONE ALTERNATE HV LOCK MAY BE USE IN LIEU Ut HV LOCK 0 FOR ANY SPAN ANO $§ INST Un10NS AT ANY ELEVATION.AL E TOCK MAY BE USED AS AN OR OUTSIDE LOCK.ATTACHMENT V Ka- � 1 Ai OF 1/4-0-20x3/4'S.S THUMBSCREW TO f�:OR CENTERUATES SWILL BE MCE W/ 1/4'0-20x3/4'ALUM. p 9 I 8 a RMHUT AS SHOWN ON SECTION ENE. SHEET 0. O I LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO / a + LOCHS AT 1/3 OF SHUTTER SPAN. 1 / I 6.NANnkyogy.Ct=M it FOR mEyMONE WNFINQ IIWALATICM ONE HV LOCK 0 or®or®SHALL BE 1. I USED A7 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 Of SHUTTER SPAN FOR SPANS UP TO BO'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCA®or @ or 0 NAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO C or®SYMMEIRICAL CENTTAMAES W/(2) 1/4-20 x 1/2'LONG FIAT HEAD SS. I M.S LOCATION OF TOP AND BOTTOM SH C0 BE AS INDICATED ON MANDATORY. SHUTTER ELEVATION,USE OF LOCKING RODS ®W/0 SEE END— CONNECTION DETAILS ON 0 f t N 1 J t SHEETS 10& 11 1 •NOTES ON HV "T" LOCKS AND CENTERMATESo 18 TYP.FULL , OF CORNER 1 HEIWR. .1 a1Aanlo.non1 CENTERMATE ONE ALTERNATE HV T LOCK ANY BE INST LEO N UEU OF FN LOCKS OR FOR ANY SPAN AND (�j.A�Tox©•i�oA®a 10•�3,1° TAIATIO AT A1Y ELEVATION.AL7 lE S USED AS AN SECTION V OUTSIDE TOCK. H MUST NT BE OF LOCK�INCLUDES USING REINFORCING LOCK �7 AS SLi01YN ON SECTION NYC,SHEET 9• WHICH MUST BE 10• 'o•©• ja�l•®6n CONNEOTEO TO CENTERMAES®AND W/ 1/4'0-20 x 1 1/2'LONG S.S.TIREADED DOLT W/ 7/8'0 x 3/32' WINGNU7 OR W/ 1/4'0-200'S.S.M.S.INTO A 1/4'Ox 5/8'RNVNUT�OCK MAY BE INSTALLED AT WDSPAN OR 12' ^�.�•�,a©•�I.,{®�� MAXIUUM ABOVE/WO BELOW NIDSPAN.USE OF 1W0 LOCKWG ROOS TOP AND 00TOM IS MWDATORY. Ci•�"'®' a®'La`S•® FnLU . S. C ONEALTERNATE HO LOCK 0 MAYBE USED IN LIEU or TYPICAL ;f) HV Bl ADS SHUTTER EL�VATIOt`1 FOR MRY SPAN ANO INSTANATIONS AT ANY ELEVVATION.ALIERNAIE IID LOCK @ MAY BE USED CUTM LOCK.ATTACHMENT OF HO LOCK 6-TO H ISW/,818.3.8LOCK NAY BE.AND INCLUDES LEo AT N.T.S. INSERT AS SHOWN ON SECTIONS NOB- MMIIAUM BELOW OR ABOVE MIOSPAN.USE OF LOCKING RODS @ IS CWPUEIELY OPTIONAL. j77j1raAiuii, RUNIM WWI LUUL tRon Nigh Velocity ITlurriCone gone, 02017 IILTECO,INC. 02017 EASTERN YErILL SUPPLY, W. 1 ,• L1 ENg�;,,✓9?� nA IL E C O ITNC. A,S■SI.A. Accordion Shutter System 1 N.Y.BLADE 41 W/CR W/0 ITV.TMNDON aAX L •O: *' American Shutter $yatems TllllT TESTING h ENGINEERING COMPANY sclan°I7 MEoR7+vn 6*. LC AaaOct011on. Inc. I OLD 15-088 )7/27/17oA11n 07/27/17 SM M,.,760,.St.A..Toy,VAOU"ADGM MOR"331e 4268 Weatroad9 Drive a % I� ph :(3o5)e71-Isco (303)871-1531 DRAWING No 11 dl..GI.c�O ._ West Palm Baoch, FL 33407 3 �s/ONAI EN6\aL'L WALIER A W6771Jr.P.E. S SHEET107 .°1 FLCROA Lk./44167 P.E. SEALJSl URE/OAiE a F 0 f-COHCRE(E ANCHORS OR CONCRETE TEBLLOOCK POVREO (SEE SCHEOIAE ON RECAIM �1 1'a-10x3/4'S.S. ON EOIE'\\ RE O- SHEET 13) CONCRETE ANCHORS ME SCREWS REOLAREQ,.- i� {SEE SCHEOME ON Rj i/i`-20 CONCRETE ANCHORS 1�7 lO A T:vataE WE uuxaw9®ON 9'RT 7) SHEET 13) RUTS o 12"ox. ' (SEE SCHEMLE ON SHEET 13) 1' 1" ------- Nto. t/4"I-10x3/4'S.S. E EO MACHINE SC£WS '- E EO 4 - _- -r 1/Y - M Z OD-20 NUTS 1/2. ____ 1g r i - .. 1/2' .250'NOx. 3 `� '--' E.D. ` E-- -__ D4J41 ___- 250' E 0. 1 .250•Now. C•N9x. OPTIONAL 1 1 '�-OP TIONAL ' GAN omi UK SEPMMION'TO OCAS ) t I -1 I 1 1 OR �O t EXSIM ,LASB--("'—(SEE SCFEWLE ON SHEET it) EXISTING ) RMEg�o - NotSEPARATION TO GLASS ' GLASS---i (SEE SCHEDULE ON SHEET ii) E I _ i GLASS—'' `C HV WALL HEADER IKSTALLATION v HV WAL{. H AD !t 1NTALLnTtON IA) ER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS CUSS rwc yi �R I '4 I I t Ex -{SEE SgffoUEE ON SHEET t'), 1 t 1 W. SEPARATION TO CLASS CLASS v ' �atac QE (SEYf SCKMAE ON SILT 1)} OP7NH41 t I"11 TOR BITE mANp p FQS 19 ip �I IAAL6ttlQy '� EXSANG � i� f.D4 Nox. f / ---- , OPTIONAL 1 _f14"Mox. 3 0R @ ,Ei L..m f0- F--- 12 14' �- 1/4'P-zows�4•ss. rim. t FLOEO-j PNE.UPI THEM 1/44-ZT%14'S.S.PHILLIPS % -i7 }$ MACHINE SCREWS USIN0 _. . CONCPEIE ANCHORS _,TRUSS HEM MACHINE SCREWS '-CONCRETE ANCHORS 1 t/4'-20 NUTS O 12"O.C. (SEE SCHEDULE ON CRETE ANCHORS R CON CONCRETE— w/1/4`-20 UtnS O TV O.C. -•' (SEE SCHEWLie E ON SHEET 13) M . OR CRETE BLOCK SHEET 1J) POVTE OR CPEO CONCRE - OR CONCRETE BLOCK R£OtxPEO WALL REotRRfDC0i HV WALL SIL lL HSTALLATION POURBO CONCRETE—/ SHV--- SHEET ti}ES14) ON C01, ONV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REOURED (g) HV WALL SILL lNUALLAI NOTE FOR a DF SMIQyc: INSTALLATION DETAILS W/W! I-SEE SHEET 4 FOR TYPKAL SHUTTER E.O.-EOCE DISTAA'CE ♦SEE l ATONS OF USE FOR NV BLADE ASSEMBLY (SEE SPECIFICATIONS CN SHEET 13) RUDE ON SHEET 19 2-M OUNHNG SECTIONS CAN BE COMBINED JZ ♦i IN ANY WAY 70 SUIT Atry WSTALUTTOtI FLORDA 8Ufl01WG COM Non Hi h Velocity Nurricone Zone �+r 02017 7ilTEC0,INC, 02017 EJLSIERN METAL SUPPLY.INC. \\� ,•��c��- 1 BEWHA .4 T �! Q + Accordion Shutter System !� ECO LNC. • i ■ M NY.t3tICE#}w/OR W/o xY,vxru(xr HIE£ Amerloan Shutter Syalems Hcawssass OAn m LC _ 'LQ,\ TiLL7T TESTING 3c ENGINEERING COMPANY �Oet1[p)ton, tn0. i OLD 15-085 7717 ALTE: a7 27 1T 6}a!RT4]61( S 4t1.I W91-9 ROM\331 �"s..x•••,• PAo»:{saa}an-75sa.tow:(3D5)en-test t Pa Weleoch,s 33 2 DRAWING No `-m[B OW Toa gtsom West Patm Beoch, Ft 33407 s t,7_I O' ~�"ttiitttttt`t t, WALTER A MLT.10.P.F. 4 FL* MA tk.E 44187 5 SHEET P.E. SEAL/SIGNATURE/DATE a OF 20 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 13) 7000sf { 1)R smw DO ( MIN.SEPMMrir 1� EDGE Or '�19taa4DI�7U 14 GLASS X Fptt SWpsi A y + P W BtE GLASS--' X49 !1 t-• 3 n 9 i/L551 ALTEPJNIE r� i i ` I a9 oat u) \ IX6t{NO 1 1€� ANCt�A 1 ( + ( LOCATION r CLASS-" + /10.3/4"HEX WASHER 1 1 0R 3 OR 15 3/S•te+ TEK SCREWS 0 12"a. t EDGEOF )/e CONCRETE ANCHORS 8 • 7 + (SEE SCHEDULE ON 5 ET /3} E Ec r APP1.Ka lE EKtSTiNO ; { a,/.- EDGE OF PU I EDGE OF r CLASS EDGE I( " ,_• APPPCAV SLAB if 1/2 1' LE wa r »aOst 'D' '0' APPNCABtE PQt7RE0 POURED RAT+HEW CONCRETE ANCHORS 9D4DLEl W REONCREfEO....JJJJJJ 0' CONCRETE ONCRE E (SEE SCHEDULE ON SHEET 14) 1p/9QT 1919 �'1 J 0R QOCONCR .. /(SITE HUD CONCRE)E ANCHORS 4tr03tD• . REQUAREO E.D. E.0.4 S*ft%E ON SHEET 14) 11 TR NGH lIfISTALLATION Q HV WALK-OVEN INSTALLATION ONLY roR uP ro+70, -75 PSF AS.D. 0 HV CEILING_ INSTALLATION t SCHEDULE PR 1S SE ET IT et FOR SPANS PER SCNEDT7lE t�SHEET it _ CONCRETE ANCHORS EPPINGf�''��pAPADW 7—Ar— a Ul (SEE SCHEDULE ON BJEDE7t OO scrmua— i SHEET f5) ,p•0 RM TMCOH N m9[Er nl EIOSTWO_ Emntw CLJ55 J,at.s1PNUN2x,a auSx IXiS 1Si(f�._�.__W__ } V4TECHRIXOGY OR 10101$TfPPLR 1/4'0 POWMa 4, MOO"W1 / I CLASS \ �fa tMAtl m nxE,tt} ( w g}WdNb,M t 3/4'VK aammw O 6' • G (= r -4(MM O4futE a ,O I Of-FOR tP N69-W7C WAN AIA W/ _1/4' i tri uP To d a 1wL AKtY—7 NAR. JJ saw Ar LH7A/fAs7DU)LEAD � 8 ,r 3 OR txJ 3;13 4 t : WASHER4 HEAD ,E•D'4. �i(MR,/71Et M 3,B IE4/17t, �" SAt TEN SCREWS% , t%WI.5[fiMx f' 0 12'0.a -r��s/D• j (g� j )14x3/4" HEX HEAD—Al TEK SCREWS O 9'O.C. ( CONCRETE A1K710N5 - (�`� 014x3/4'S.O.S. _ 7/4. 7/4.4-20 y.•St Os OR 1/4 -20 5.5.N.S. y -- O 9'O.C. I1/2 -' _ Lbv. •tW4 0441-a0 NUTS W/HUT 0 9.O.C. (SEE SCHEDULE ON .? 7 - ------' SHEET 14) ; (7 aR 16 }/y 17 16 2.00'tEtlL Lastme ebx SIRMPAM WALL 11U/(DEDawwE i i SU9 I, ` \\ �L014.3/4•F.N.S.O.S. • MIN. • E.O. SEE) -( T 1/B• 7 7/0' APPt1CABlE` 1._. CONCRETE ANCHORS "SEC NOTE 13(b) — \. \L O 9'O.C. P Cq+SAE7E f E.D• POURED CONCRETE (SEE SCHEDULE ON ON SHEET IPOURED CONCRETE- ONSHEET13(b) , •• •—f.0. OR CONCRETE BLOCK SHEET 14} —{--- REWIND OR CONCRETE BLOCK OPTIONAL— POURED R£OUREO Q lt£YSTONE ittBUNTiNC INSTALLATION caNCRETD QK HV WALL FLOOR INSTATION L HV WALL WALK C r• eT{ON VA)VAN ASD.M4 ,MSSWE:.41,-n P,r REQUIRED �`�' '�'—� uAwt4A1 3tRRNR SPAN S-Y QJ IIV�p;1NGl4g@tI INSTALLATION t 7tOTCFOR couDNAtrDN _..SEDTbNs: • t THIS INSTALLATION SHALL BE E.O.v EDGE DISTANCE REMOVABLE WHEN PER£ORMEO t FRONS 1- SEE SHEET 1 FOR TYPICAL SHUTTER (SEE SPECII'ICARADJACENT TO AN OPERABLE OUT SEE ONS ON SHEET 13) SOF USE FOR OR ENTRANCE BU)_ oN HEEF 19 ASSEMBLY INSTALLATION DETAILS Wj Q HV BLADE E7 p T1. q p'E�1�7/� �}� 1� Zone, IN MOUNTING SUIT AN CAH BE COON. _ FLORIDA$IAIDINIi CODE Non High 1010CIt Hurricane 9E At1Y WAY TO SUIT A}lY 1NSTALlAT10N. 11j11 A�• r' � Sa "•10EN'•' f/w 02017 TLTECO.INC. 8112017 EASTERN METAL SUPPLY,INC• BER %A IVTM, * o. Q C O A nS S,A. KVAccordion 1yVMH/1 W CR/O KV.V4 Wyl?ISM American Shattereteme TILLTT TESTING AT ENGINEERING COMPANY OrsWlwer CAN DRA7L7 r1 er; t_ % (�{}��, LTA 6M N.W.3aN.St..$1.30%V NIA QW4044•11GAVA 331 Aeaoctatian, Ina. 1 OLD is, 27 1 OAIE: 07 27 t7 '-._.. PN.- (SD WI-1330.f-:(303P*-1531 4268 Westreads Drive 2 L ./ •"^ t000Noei1Y`^^ West Palm Reach, FL 33407 3 DRAWING No N• WAttEto A MUT Jr.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE ngROA Me. 41117 5SHEEP OF 20 1 i SEE END WALL CON ETS 10 it IS SEE NOTES ON Eocxm a00549.w LOCKS®or D f LNSTAU.ATIONS W (1D HV **MO ALTERTUTE HN LOCK 0O ww s. QUT IN —E%ISTINa GLASS pAE SLACK OETAL W 13 WSJO FOR AUL r� 8 DE W ER TES comitua is mpucAom em MAt(J1 OE END WALL CONNECTION I 14•�5"'(p'�3b1©`®a EXISTING GLASS DETAILS ONSHEM tO dt ttT-I o o �•� ® o 31/4- ------ 61/2'—r __-- --- az a1/a•.0-2 i e • 8,x 3«�t • s �- (eoss z-ie ALarT AL uu OPPO"5,IN.G_ SYMMETRYCAI ItJE1E W/(2T 1/C�TIFOON ( 1/2- I'�1�•� C AKC TO CONCPEtE I •{. CENTERM (TOP/BDTf01Q t� R4N.SEPLRA110N RRE� /10a3 4'S.M.S.O 12' HV LOCKE Gi/145 (4)�10a//Y S.MA 10 �.c,T1xl tENGNt. i AT EACH AMC(TTP)I # (SEE SCHETN 1) 5 ` `s / 1 @ * 35* I N ON sNEEr 1,) .• - r r ----- --- -------- 11 i/- 0 !>4"5 t /� _ «� 2 "� 3 �' 1/ T' I 2' . QUTO Q _ # a mss • 7 ..s 14 � HVC Vr }G•�al�•�al©a�a HVA eu�q7 a$n}4.�at E%IS71NG CU55 =a CONCRETE OR �. •��.©tea©• ]�•�y�•I ,, 10_�O1�+�« • a r 1 aEQU t0 BLOCK WAIL STING ' L"J'®°A®`l%°'1 i SYMMETRICAL——_ ——~ IN —AW.I0`©°"�` •®°" MN-SrEPARATION _____ I _ ss $ , �'��' J�cuss I j C NTE TES# r;g To GLASS _ _ _ OPTIONALp'� (SEE 5CNEg1tE LJ"• — MY V 1 (INTEfWR �• 1�jt• 5 ON SHEET 11) I MIN. SfPIRATION LE 1�, ® ^� �--� TO GLASS IN OPTIONAL 1 �• (oNESHEErDt1) ( ) — _ �. _--.-_ - INTERIOR 1 1 QUT - _ `-CONCRETE � �1 - _ r ANCHORS C. e C * 18O.C. sl 1 { * 3 v Is } 3 F0 OT 6 1/2•LW. -'-- OUT '- i (EXTERIOR) HVE HVF** HV() 11tAtAyrnini��y� FLORIDA BUILDING CODE lion kh Velocity Hurricane Zone 1+ va Z 09017 WECO.VC. 4i 2011 GLSTERN METAL SUPPLY,INC. A Accordion Shutter System A. TLV. BLADE r1 W/DR W/b tLV.WIM MAX i C ITAmerican Shutter SyateEi a MC DATE M , LQ • TILLiT TESTING h ENGINEERING COMPANY ° C + Association, no. 1 OLD 15-MHam!? are o�/2�/n 1P.E. 4288 Wastraads Drive 3 DRAWING No s,fhlu tcN`''+11 But Aa+9aaWest Palm Beach, Fl 33407 s t7��}7 E• WA..TER A DWT.tr.F.E. +SEALfSIGNATURE/DAT_ noaati co./+atT SHEET OF 20, POURED CONCRETE OR •— PCI CONCRETE�E OOR7C£��CONCRETE - �,ORUC�LR"ETEREiE ---. -- CONCRETE BLACK WALL BLOCK WALL REQWRED �..�_ SLOCK WALL REQUOITO /-T_( BLOCK WALL RIOLMD REOt%tKD EXISTING GLASS EXISTINQ GLASS L CONCRETE ANCHORi +^--EMISTIttQ GLASS 2'WN.-- EMSTING GLASS :s O IV QC. kdm— UK SEPARATION SCHEDULE CH BEET TO GLASS(STE UK SEPATLARat NN.SfpAINT10N TO to EO To CLASS(SEL Lt FOR BLAOCtDMe SCHED��T m GLASS{SBE E at SCHTDUl %W 1/16-=r LUX. ON SHEEF 79 t 11 FOR SLAOE�AlO {noa5-rn)cONT. BU am*a i SlEr 19 /N1 L 1M N%1Off ON SHM 19 F ALUM.CLCSEft / 1!2' t D �9 Folk � (EERN}�ft�sof{ TIAm(D& 9 PLATE. (LOCATE 1!2'. 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UK SARA m �—_--__ ©OR OROOR ItMR SF AND CONCRETE tj2'NRl.ET TO GLASS(� ____--__ .-_-_____ __ ON SHA 1 ANCHOR a 111 FOR OL40CHEDULE ON mANC ---- - t�C. oa DOR D ME DIIm(D Q 12'CLQ at SHI 19 FOR '4 '---- - -- - C ANCHOR i ED 5 MATES I`D&29 `----- - at� e f 8- '_—•-- i i 2 MCN. rEo Jam.._ oR®ORD Y� Y WtL. - - 2'NLN. ♦SLAE9EE��EETU 9 FO t�OR�OR F OR i�at� _LiL2L...t +� 5 1 OR (�' POURED CONCRETE OR 1 OR ® ma®•�� ®« Cod CC�� INSTALL�t�/�� CONCRETE BLOCK WALL •�"'�• •� �s{1LIN UREo . �«,�•�,Q.®« --®•a•m«a•a•0« Nv BLADE OR V WINDOVY BLADE INTO `_�®«®� O �� 0.0-0•®'•0•®« K_ WALL. 0,0«0,0„0,0 CONCRETE OR CONCRETE BLOC �•®^�®•®��•�« A ®..I Cn II Egg "®`® FLORIDA BUILDiNO CODE Hon High Yelocit Hurricane Zone LD1 $12017 EASTERN MI SUPPLY,INC. 02017 MTEC0.Inc.ANO. > >1C11VS i BEWHA �Tu Accordion Shutter System =17wEC0 .... \ A.S.SAA■ KV. RADE!1 W/CR W/0 FIV.W1NWd RADE American Shutter Systems x axmrroN 6A1E o �+en Lc. '.IS t• TJD' TIIIIT TESTING & ENGINEERING COMPANY ABaOOttlttOn� Inc. T Ow 15-085 7 27 T OATS; 07 WLC d Lir 11, 6351 ww 3au,w.n..301,vmmu aNNom nary nal 17 Phi.;tSOa)871-1530.F..;(365)871-1334 4288 Weetroads prive a !�''�'4•- DRAWING No - •slQ�AL \V ,' wm to-000719 com West Palm Beach, F L 33407 a 7" (�7 -• -^•.•..i..7.lAr.pPj1 WALTER A.TOUT J,.P.E. a P.E. SEAL/SIGNATURE/DATE rLcaaA uc.I 44167 ` SHEET 20 SCHEDULE #1 SCHEDULE I2 SCHEDULE M3 MAXIMUM SHUTTER SPAN -L+- OR "L-' MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN*'L+" (fl.. FOR INSTALLATIONS ®&®or or OR -L (ft.) FOR R "L (11.) INSTALLATIONS INST NATION F.FNO tENREMM INSTALLATIONS W/ CONCRETE & ((1)L+:MAXIMUM ALOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ®or or or C RMA W/ ONE HV LOCKS MANSORY W000 AOSITNE AS.Q DE56N PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or�or® OR W/ NO LOCKING WALL A, 8, C, 0, E, M, N,0, P, 0, 1 L-: MAX.ALLOWABIT SPIN FOR A GIVEN NEGATIVE CENTERIAA7 28(Aa 29 W/ ONE W/ NO LOCKI G RO S® As.O.DESIGN PRES:URE RATING. H@-T" LOCK 30 VI/TWO LOQ1G (SEE NOTES f,i►) S MOUNTING F. K At L R. S. &V. RODS 35 TOP & BOTTOM JISEE NALD FOR uouNrwaQ!] (2)PROCEDURE TODETERUNE MaIMUM SPAN FOR SHEE[7) FLOOR/CEILING G. H,I, Il, J T. U.W& X WALL MOUNTINGS(IDP/BOTTOM)OR FLOOR/CEILING: c INSTALLATIONS CONCRETE&WOOD MOUNTING - . WAXWLFA ukum CONCRflE & M A10.DE9L11 Aso + INSTALLATIMS A10.OEM INSTALLATIONS GIVEN A POSITIVE ASD.DESIGN PRESSURE RATING, pAesslim IVALL LKXUNTING FtOeR CL7IR,0 p WALL M6lINANO FRISK" LIHo uouatuq DEFERMINE'MAI6LNV SPAN•L+'FROM SCHEDULE. NN)�N11.aFATM 3 FLOaN/x Raw OR GIVEN A NEGATNE AS.O.DESIGN PRESSURE RATING. Row/utuNa Uwam ) FLOOR 11"Tt,9 DETERMINE UMMW SPAN'L-'FROM SCHEOULE. i f L- L+ ) L-( Lt (E) l- L I t L- O MAXIMUM SHUTTER SPAN 'L+•OR 'L-"FOR 30 OR LES 18•-0' 16'-0' 16-0 16-0' 30 i8'-0' le'-O' 30 16'-0' 18'-t7' INSTALLATIONS INTO HOOD SWILL Be LIMITED TO FINAL MIWMUM ALLLWWBLE SPAN IS EQUAL TO THE 105 p4f.AS.Q DESIGN PRESSURE RATING. M OETERNINfD SPAN BETWEEN-L+-AND-L 35 - fflF 15'-2' - 35 14'-10- 14'-10' 35 15'-2' 18'-10' 40 13'-10" 14'-2" 15'-2" 40 13'-10' 1Y-10' 40 14'-2' 15'-2- (3)PROCEDURE TO DETERMINE MAXIMUM SPAM FOR 1S- - 14-5 45 13'-1' 13'-1' 45 IS•-4' 14'-3' t HV CORNER CENTERLUTE/3 MAY BE USED,AT ALL COMBINATIONS IN BDWEEN WALL MOUNTINGS 50 1r-S' 12•-8' 13'-7" SO 12'-5' 12'-8' 50 12'-3• 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECWWA71MS W/n�/CEIUNG IWNRNGS: 55 II•-10' Ir-1' 12'-11' 55 11'-10' II'-10" 55 W-1' 11'-11' SHAH BE AS INDICATED ON MANDATORY CONDITION /2 FOR A GIVEN POSITLE AS.O. DESIGN PRESSURE 60 11'-4• 11'-7' 12'-4" 60 11'-4' 11'-4•- 60 10'-2- 10'-11' NOTE 15,SHEFT S. RATING: 65 10'-10' 11'-1" 11'-11• --65 10'-10' lo'-10" 65 9'-51 t0--1' DETERMINE: 70 10'-6' 10'-6' 10'-9' 11'-5' 70 _IO'-6• 10'-9- 70 W-91 - 9-4' Lt+a MAX . SPAN AR WAIL MOUNTING INSTP1IATIOM 75 10•-1' 10'-1' 10'-4• 11•-1' 75 10'-1' f0'-1' 7S - 8'-9• L3+� VAX_SPAN FDR FLOOR/CER/N0 MOUNTING ttEXCEPT THAT VAI MUM SHUFTER INSTALLATIONS. 80 W--10- V-10- 10'-O- t0-91 80 9'-10- 9'-10- SPAN'L•+-OR l.-•AND mA)am ASO.DESK 85 9'-8' 9'-6' 9'-9• 10'-S" 85 9'-8' 9'-6• PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NECAILE AS.O. DESIGN PRESSURE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: RATING: 90 9'-3• 9'-S• 9'-5" 10•-t- 90 9'-S' 9'-3' I- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: 95 9'-0' 6'-9" 9'-2' 9'-10' 95 9'-O' B'-9' Lt-- MAX,SPAN FOR WAIL MOUNTING INSTALLUITIONS. LIMITED TO +64,-72 p.a.l. AND 8'-0' SPAN, SEE L9 MAX, SPAN ffA FLOOR lO0 8'-9' 8'-4' 9'-0' 9'-7" too 8'-9' 8'-4' MOUNTING©ON SHEET 7. INSTALLATIONS. /CERINli MOUNTING 105 9'-7' ]'-11' 8'-9- 9'-4' 105 W-7' 7'-11' 110 W-4• 7'-7- 8'-7' 9'-2' 110 W-4- 7'-7' FINAL MAXIMUM ALLOMBLE SPAN IS EQUAL TO THE 115 6'-2' 7'-3• 8'-4' 8'-11' 115 W-2' 7'-3' MINIMUM BETWEEN ll+. 'L3+'. 1t-'AND 'U 120 e' W-11- W-2' 8'-9- 120 W 61-11- SEPARATION TO GLASS SCHEDULE (4) GO TO ANCHOR SCHEOU LE WITH FINAL MAXIMUM 125 7'-10' 6'-8' 8'-0' 8'-5' 125 7'-10' 6'-6" ALLOWABLE SPAN NO NEGATIVE A.S.D.DESIGN 130 V-8' 6'-5' 7'-10' W-1" 130 7'-B" 6•-s' MINIMUM PRESSURE RATING W DETERMINE WWMUM ANCHOR 135 7'-r 6-r r-9• r-9• 135 7•-7' 6•-2' WIND ZONE SPACING. 140 7'-5• 5'-11- -:i 7•-6- 140 7•-s• 51-til ASTM E-1996 SEPARATION 145 7'-3• 5'-9' 7'-5' 7•-3' 145 7'-3' S•-s• TO GLASS 150 7'-2" 5'-7' V-4- 7'-0' 150 7'-2' 51-7' 155 i'=o' 5•_5- 7'-2• e1-9- 155 7-o' s-s'' 1 THRU 3 160 6'-11' S-2' 7'-1' 6'-7" 160 W-111- $_2' t„ 165 61-10' W-1" 7'-0• 6•-4' 165 6•-10- 5'-1' 170 6'-9' 4'-I1" W-11' 6'-2' 170 W-9' 4•-11' 175 6'-7- _V88' S' -9" 6'-9- -6'- 175 6'_7- -9' Q HV BLADE 180 8'-6' 4'- " 6'- -1010 C ' 180 8'-6' 4'-8' 185 6'-5' 4'-6' 6'-7' 9-8• 185 61-5' 4'-6' ISO 8'-4' 4'-5" 6'-8' W-6' ISO 6'-4' V-5" 195 6'-3' P-3" 6'-5' 1 W-5" 195 1 6•-3' 4'-.3- 200 6'-2' 4'-2' W-4' 1 W-3' 200 1 6'-2• 4'-2' 205 6'-1' 4'-1' 6'-W s-r. 1 205 1 W-I* &I "''' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' t �• r 62017 TRTECO,INC. ®2011 WFFRN METAL SUPPLY,INC. NERTHA TM /T717LME 7C_707ifNt:. Af.S.s.A. Accordion Shutter System Liv FADE*1 w/CR w/o tiv.YAT>DOW HARE 71LLIT TESTING & ENGINEERING COMPANY American Shutter Systeme Lf1DN OATS GPM"ery 1ASOY. e. '9 � ,. 4(j 1�1� Bass N.V.xu,St..stw,os. crxp6,s,nMw 33164Aa3oolation, Ino. 1 OLD 15-085 I7 1 LN1e 07/27 17 Prom:(3os>an-1670.rot:(3osXn1-1571 4268 Westroads Drive 3 `` t4L ^-^^*trt444o .— West oafm Beach. FL 33407 3 DRAWING N • 6/0N A\ *`�,It fe-0066719 • ,tt WALTER A .ELT 4,P.E. 4 17-1;7 P.E.•SEAI/SiMIURE/DATE FLORIDA Lk.A 44167 s SHEET 4 OF 20 ' I I I ♦c n n••ii^^:: �jI`X41^liY �• A.&D, DEMM �:_S.'il1YC._ 1T. A GORitEai°s�aar��a.uifu n mar �.... 0 a 1�BIM Mal CREIEA_-MC)0�arSC_NO FO_ N..n.. MMM I TAPdN OR WALL FIEAD MOUNTa4G A WAiI BEAD tfWNRNO (�WALL HEADER MOUNT" x' wtl NRNG WJ1l NITIO 0 A WALL HF1�6}EF/Sal TAPCON WPI ADVANCED MOUMING THREADFOR9TECHNOLOGY (N) ASA WWWAK PMMM 1197A OA OMM KEAitk tR99T149M FUSMOf31W F1aSAfr walla "a FT901 PR�aRE Alt POiN1S SOLID'-SET JO 40 40 75 90 1'10 160 205 30140 60 73 90 110 160 200 30 40 60 7b ip 120 t60 105 30 40 60 73 20 120 16012M 30140 60 731901120116012M 120 160 200 30,40 60173120 120 100 205 •- 14 114r1l 1 i so 9 }. _ 6 Bll(3'-a' 14 12 f0 a e a 61+ I2 10 9 4 4 • 0 H 12 t0 9 a s 0 a 14 Ix to 2 6 e a a tt 12 10 9 e • a a s a a d 0 a a TAPPER+ OR i4 t2 1 a a a 5 1 12 14 9 a 4 a e 14 12 10 9 It a 0 a 14 1x t 9 a s a 3 4f 2 to 9 a a d 0 • a a a a a 1{ 12 f0 p a 5 • 11 12 to 9 a 3 a / 14 12 1O 9 a 6 6 14 1211019 6 It 0 - H ffi TO 9 a a 6 a 6 a 6 a a a p 14 7 10 0 s a / 1{ 12 10 9 0 a a 0 24 12 10 9 0 a 14 12110 9 a 7 - - 14 12 9 • - a a a s It 7 So 4•-0• t+ 12 10 9 6 1 6 + 14 12 10 9 a a a 14 12 t0 9 6 a 6 a ti t2 I0 9 5 a 'A - 4 42 t 9 a } s e b 6 6 a b a 1{ 11 10 f 0 6 4A - 14 11 10 9 5 a d t /{ 3 10 9 0 p a a N t2 10 9 a a - 14 11110 9 a 0 3 - a a e a 4 e ae t+ f1 !0 9 p a a 4 14 f1 -!O 9 6' a e 4 14 12 ip 4 a a a a t4 2 i f a a - - 14 I3 to 9 a d / - a a a s a 0 1 14 12.1019 a a rS - 14 12 1 9 0 T4 12 f0 9 6 0 a a 14 1 10 9 7A - - 14 2 14 2 7 as - - a a a 0 7 33 5'-0• 14 12 10 9 a a 45 - 14 12 10 9- 4 a a a0 H 11 f0 9 a s a a 14 f2 10 9 a 7 - - 14 x O f 0 p 6 - a d 6 e a e a a SEEANCHOR 14 ix to 9 a 36 - 24 42 10 2 0 6 4.6 - 14 1211 9 8 a 6 14 2 10 9 0 a - - 14 12 10 9 6 7 - - a a 6 a a 7 4 SPECIMAMONS 14 121101 9 0 a 4 - 14 12 10 9 a 6 a 33 14 11 t0 9 a a 6 5 14 12 TO 9 a - - 14 12 10 f a 7.6 - - a a a a a ON SRET 13 14 11 to 9 8 S3 3 14 12 10 9 a o 4A - 14112, I4 9 a b f a It 12 sA 7A 4 - - 14 12 } 7. •6 a.s - d a a 73 as 4A 33 8'-0• T4 Ix 10 9 a 0.5 - - 14 12 t0 9 a a 4.S - 14 11 10 9 0 d } 6 t4 11 10 9 0 4 - ft 12 10 9 a a 4 0 a a a e a zp 14 12 t0 2 5 3 - - 14 12 10 9 a a - - 14112 10 a d e S6 aS H 12 f4 9 4.4 - - 14 12 10 a 7A 4 a 6 a / 7.a Aa 4 3 t4 IZ 10 9 0 3 - - T4 t2 10 9 O 0 4 - 1{ 12 t0 9 4 0 ad ti 11 f0 9 3 - ti ix 9 0 tS - a a a d d a iA = 14 12 10 2 0 t - - It /2 10 f e eA 3 - t4 1x 10 9 5 0 6 - T4 12 6 4A - - 14 12 a as es - e yA 7'-0• t4 11 10 9 a a - - 14 ix to 9 a as 3 - 14 12 10 4 d a a - 14 12 10 9 a - - tt 2 SO f a 7 » a a a a 6 d T.S 6 14 12 10 9 65 - - - 14 12 10 9 6 4 - - 14 12 10 9 a 7 4 - 14 12 10 16 - - 14 12 to 0 S - - 6 a a 0 .3 3 33 - f4 12 to 9 ES 73 - - 14 12 t0 9 a a� - - i4 12 10 2 a a 6 - 14 12 10 0 - - - - 14.12 to as 7 a 8 8 a 7 0 ♦ - - 14 12 f0 f SO 3 - - t4 12 10 9 a 4.5 - - 14 12 to 9 6 a - 14 it 7 - - - ti 11 7 a5 33 - - - 4 e 7 as 4.0 .• - _ 8•-a' H 12 10 9 SS - - - 14 12 10 9 0 4.5 - - H 12 10 9 a 5 - - f+ 12 14 7 4 - li 12 10 9 0 a - a a e e e 'A5 7 4 }SEE LtSSSttt111jjjA9Y45 OF USE FOR H t1 10 y3 3 - - - 14 t1 t0 9 a - - - 14 12 t4 9 a 5.5 - - S4 /2 AS 3 - - H 12 a5 7 4 - - d 0 4 7 S.S 3 = SEE I. pt SHEET S9 14 11 10 f ! - - - 14 12 f0 9 a 4 - - 14 12 10 9 a 6 - 14 12 9A - - - 1{ 11 9.3 )A t0 - 0 a b 7.a d 4S - ti 12 t0 bb tS - - - t4 12 10 9 ?A - - - 14 12 t0 9 5 - - 13 9.3 t - - - 13 AS 64 S - a a aS S 9'-0. H 12 1016-5 4 - - - 14 12 10 9 7.5 - - - 14 12 10 9 a - - H Ix to 3 - 14 13 10 9 a3 - - 0 a e e a a3 d ] f4 12 63 4 - - - - 14 11 IO 9 4.S - - - 14 1 f0 9 75 - - 14 It.$43 - - - - I4 H11-1 1-0 7,5 a e p L5 a S 14 f2 10 a 4 - - - 14.12 10 9 7 - - t4 12 10 9 a - - 1 t2 5 - - - - - Ti N e a3 - 0 4 e 6A SA 4 14 12 0.5 S JA - - - 14 12 1 9 SS - - - 14 / 16 9 a - 1. 9. - - - - - 1.5 0.a a,$ - e a ab t 1G'-0• 14 12 9S 5 3.3 - - - 14 t2 t0 I 13 - - 14 12 10 9 0 - - 14 12 7 - - - - It 12 10 7A S - a • a a a 76-;A- 04 12 55 3 - - - - 14 12 10 6 3 - - 14 12 f0 9 4 - - 1♦ 0,3 ] - - - - 14 10.7 7 ae - a 4 7 a5 ].S - t4 12 9 4s 3 - - 14 11 10 9 y - - - 14 12 10 9 a - - 14 S1 - - - - 14 11 7.3 - a a 75 0 /{ 12 7 - - - - 14 12 10 - - - - 14 12 IO - - - a5 4 - - - a3 0 0 - - - _ _ a a S 4 3.3 - - ti'-.0- 11 12 7 - - - - 14 12 10 - - - - 14 12 10 - - - - 14 12 5 - - - 14 f1 1,0 - - - a 4 e a e 7 33 t4 12 4 - - - - 14 t2 to - - - 14 12 10 - - - 2,5 9S - - - - 2,5 947-6 - a 4 6 3 4 3 14 12 0.S - - - - 14 12 to - - - - 14 12 to.- - - - - J.5 10 - - - - 14 10 7 - - - - a 5 7 13 IA - _ - t4 12 SA - - - - S4 12 10 - - - - 14 12 10 - - - AS 7 - - - RS 7 3.5 7 4 as a _ 12'-O• H 12 !S - - - - 14 12 10 - - - - 14 12 10 - - - - li 2 i - - - - 14 12 t0 - - - - a tl tl e a - 14 t2 J - - - - f4 t2 6 - - - - H 12 10 - - - - - to ay - - - - 1.5 a0 4 •a a .3 4s 4 i{ /2 3 - - - - - 14 12 - - - - - - 14 12 - - - - - a 4. - - - - 9 95 ..! - - - a e a s + 11 12 - - - - 14 12 - - - - - - 14 12 - - - - 9 4. - - - - - 9 s - - - - 0 63 4.6 as /y T3•-O' 14 12 - - - - - 14 12 - - - - - I4 12 - - - 14 f2 - _ - - i4 i2 - - - - - - a 8 e d a 4S = - {AjI HV WINDOW BLADE 1t 1 - - - - - 14 12 - - - - - - 14 12 - - - - OS aS - - - a3 a - - - - 6 a 6 4 J.a - - !� ��. fl 14 12 - - - - - 14 12 - - - - - - 4 12 - - - - - lA 3 - - - - - 18 0.y - - - - - a 0 aS ,. - - - WORKING 1 UNISON ti 2 - - - - - 14 12 - - - - - - to 12 - - - - 5 3 - - - - II 5 - - - - - 6 6 -4. - 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - - - 14 9 - -- - - 14 12 - 9 e 8 5 7.3 4 i4'-G• 14 7 - - - - - 14 12 - - - - - - 14 t - - - - 10 4 - - to 7.3 - - - - - 6 7.S S 4 ] 14111.51- - - - 14112 - - - - - l4 12 - - - - - 0.5 4 - - - 0.S 6 - - - - - d e s 4 - - T4 - - - - - 1'4 - - - - 1+ - - - - 7.3 - - - - - - - - _ 7.5 SS a3 J 15'-0• �� - _ _ _ _ 1{ .. _ _ _ _ ti - - _ _ _ _ 0 _ _ _ _ _ _ _ _ - a a 0 7 7 3.s - ti - - i4 .• _ _ I4 - _ _ - 14 - _ _ _ _ _ _ _ _ _ _ a 7 4.3 3.5 3 1C _ _ _ _ _ _ - a 7.3 5 4 _ 1 - - - 14 - - - - 14 - - - - - - - 7 - 7 o3 a! - It - _ _ _ _ f{ _ _ _ _ 1{ - - - _ _ _ 1{ - _ _ _ 14 _ _ - _ S a a IA a 3 14 _ _ _ _ _ 14 _ _ _ _ - 14 .. _ _ _ _ _ e _ _ _ _ 4 - _ _ - _ _ 4 ai 4 a5 _ 14 - - - - - - - t - - - - - 14 FLORIDA BUILOING CODE(Non Nigh VelocityHurricane Ione T11t`o..•• js �l• 02017 TILIECO,MC, ®2011 EASTERN METAL SUPPLY, INC. as ��t Shutter■� System1�IM MGTT�E-co AnSm uAftKV.Accordion waw TILUT TESTING 8 ENGINEERING COMPANY American $hEttter Sy3l9m8 N Ma uuf,n,N 4uc Oast,an ,.c. 6155 N,a.35-h.U.U.JOS.%VMM Qklogm no"&sslej Aaaoclofton, Ino?. 1 oto 15.007 IJ 1 01ttF. 07/27/17 . •.: , �-t 1 Phan•:(306)471-1330.Eet:(305)alt-1331 4268 Westroods Drive : tr tar 11tt •-^•2 !x•c4eia.4wn West Palm Beach, FL 33407 s DRAWING No s1 •••........• Ott 4 WALTER A°MUrr".P.C. 4 17-147 P.E. SEAL'f91GRATUREfDATE Haas!ue. 44167 3 SHEET i12 QF 20 SPE IF! TIO S ON ANCHOR REQUIR15MENTS.:SOURED CONCRETE OR CONCRETE 13 K SUBST TES • (SOL UMPH0S C 0.&H ON SHEETS a&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS rOLLOYM atom OONC41Et[ (A) TO EXISTING POURED CONCRETE-(Wit.Ye-3 kel) . WALL SILL MOUNTING OCEIUNG MOUNTINGHQ FLOOR MOUNTING - 1/4'0 TARON OR TAPCOH WHIN ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS 1fANUFACNRw BY LT.W.BURDEX.��,Pc-3 e SPAN SPAN ANCHORS SPACING LEGEND - 1/4"►x 3/4'ALL P0941S SOUR-SEF ANCHORS,AS DOF48MO BY ALL POINTS Sc..BOLT&S;ZCIALTY COMPANY.PANT.Pc. J W� �) sa 'TAPCON OR - 1/4'9 BLUE TAP CONCRETE ANCHORS W/.CAP AS MANUFACTURED BY FLORIDA FASHMRS OtHECr.TIC.(Mtn.Fe-2 Tql) 30140160 73 90 120 160 203 30140160 73 00 120 160 205 60 7S 00 120 1 205 TAPCON WITH AM, (a - 1 4'/TAPPfR+ANGHOINS AS YANUFAOTUREO BY POWERS FASTENERS,DJC..AND dSIPoBUlEO DY A]POINTS SCREW,BOLT&SPCCIALTY LESS PAHY OR ANY 011HEIt APPROVED LICENSED OR AUTHOIR1IED VFNOOR PEl.YS1ERED M7D1 THE AYER'AN SHUTTER SYSTEMS ASSOCWTIOY.INC 1 0 e 1/ I4 2 t 0 THRFAD/ORM IECHNOl00Y 3�) J'-O' 14 12 10 9 a a 0 5 14 17 10 9 8 B a 8 14 12 1 9 8 a 6 a ALL POINTS SOLID-SET S LOS 14 /2 10 9 e e 6 0 14 11 t0 9 B e 0 e t4 12 f0 0 e. 0 a 8 BLUE IAP W/CAP NOTES: t4 f2 10 9 0 e 6 7 14 12 f0 0 8 8 0 6 14 12 TO 9 6 0 0 a DIPPER+ At)MIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED TWIEADORy TECHNOLOGY ANCHORS ANO TAPPER! 14 2 IO 0 6 7 a8 35 14 12110 9 a 0 ° 6 14 12 10 9 0 0 6 S ANCFIORS IS 1 J/4',AND FOR BLUE UP W/CAP ANCHORS S 1 1/2' 4._D,. 14 t2 10 D 0 e e 0 14 12 70 0 e e 6 6 II 12 10 0 e e e as t4 12 f0 9 O e e 4 14 12110 9 6 S 8 4.3 14 12 10 0 8 0 4 33 A2)N MUM E]MBEDIAENT OF 1/40•3/4'ALL POINTS SOLD-SET ANCHORS SHALL BE 7/8'INTOTHE POURED CONCRETE.NO EMBEDM£Hr 14 2 10 0 e a a 46 14 12114). 9 6 9 a S 1♦ 12 TO 9 a a IT 4s +a[c « roA INTO STUCCO DULL BE PERUMM. 1/4'h2°SS MACHINE SCREW USED SHALL BE 1 1/2'NO LaNMULI SHOULD STUCCO 14 12 f0 9 .b " 3.a - 14 12110 9 a 8 6 5 14 12 til 0 0 7 4 SEEqLAL R[r 1® 1065?.AND 1'14111UM FOR WALLS WITH NO STUCCO, 14 12 t0 9 0 5 6 5 14 t2 10 9 6 0 a OLS 14 12 10 9 8 S 6 43 14 11 10 0 6 7 { - 14 11 10 9 0 OLS S 38 14 11 t0 a as S 33 3 A3)IN ME THAT PRECAST STONE,FRECASF CONCRETE PANELS,PAVERS OR AX1f VENEER BE FOUIO ON THE MRSTINO WALL OR FLOOD. 14 12 10 9 6 7.6 4.3 - 14 12 10 9 0 a e 4.5 14 12 10 9 8 e 4.5 ANCHORS SHALL BELONG ENOM TO REACH THE MAN STRUMPRE BEHIND SAID WALL FMIEL ANCHORAGE SHALL BE AS WOSCATED ON 14 11 9s 73 as 4.3 - = 14111110 9 0 7.6 3,3 4 14 12 10 9 0 e 4.3 3.0 NOTES At)&A2)ABOVE FOR 2WALLATIONS ON HNVL SIONG OR EIFS WITH OR M1TT10UT SOL STUD$CONSULT TMS ENGINEER.FOR 8._0. 14 12 10 9 8 8 6 - 14112110 9 e 8- 6 6 t4 12 10 9 8 as S 35 INSTALLATION INTO ETES YRM METAL STUDS SEE SHM 20. 14 12 10 9 7.5 a6 3 - 14112110 a3 7 0.S 4 J 14' 12 6 0.8 S 4 3 - 11 12 10 9 a 6 - 14112110 9 a as 3 75 14 12 10 a3 8 S 4 - (a) TO COSTING CONCRETE BLOCK:(ASTM C-90) 14 12 0 0.3 a5 ] - - 14 12 10 9 8 0.5 4.513.5 14 12 1018 7 3 33 J - 1/4'9 TAPCON OR TAPCON M7RH ADVANCED TH REPDFORM TECHNOLOGY ANCHORS,AS MANUFACTURED W I.T.W.BMCEX. f4 12 10 9 a a - - 14 11 l0 9 a 7 S 4 14 12 10 9 7.5 OLS 4 J - 1/4'9 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTPo8U1E0 BY ALL POT41S SCREW,OUT&STCOILTY COMPANY. 7-0� 14 12 10 8 OLS 4 - - 14 12 9 7.5 a 4.5 3 - 14 IQb 1 a3 45 33 - - - 1/4-0 BLUE TAP CONCRETE MONS W/CAP AS MANUFACTURED,Or FLORIDA FASTENERS DIRECT,BO. 14 12 10 as 7 414 14 12 10 9 75 a64 - 14 0 7 73 AN 4.5 - - - 1/4.0 TAPPER+ANGORS AS MANUFACTURED BY POWERS FASTET"S,INC.,AND DISIPo&ITEO BY ALL POINTS SCREW,BOLT&SPECIALTY 11 7 as 4.5 - - 14 12 10 9 7s bs 4 - 14 12 0 7 0 4. J - COMPANY OR ANY OTHER APPROVED LICENSED OR AUEHOfa2EO VENCOR REGISTERED MTM THE AMERIAN SHUTTER SYSTEMS ASSOCIATION,INC: 8•-0' 14 12 10 9 e a6 - - 14 12 10 9 8 6 4 - 14 12 O e Al ° 3a - NOTES: 12 as 7 OLS 3 - - 14 12 8 55 5.5 4 ] - 3. 9.3 a S 4 ] - - At)MINIMUM EMB£OUTRT INTO CONCRETE BLOCK OF TAPOON.BLUE TAP W/CAP ANCHORS AND TAFIER+ANCHORS IS 1 1/4-AND tWCON 14 12 0.5 7.5 8 - - - 14 12 9s a a.5 3 - - 14 12 0 ° $ 4 - WIN AOVANCEO THRFADFORM TECHNOLOGY ANCHORS IS I. 13 9s 8.5 S ]a - - 14 12 10 0 6s 3 14 a 6.5 a 4 9'-0' 14 12 to 9 8 - - - 14 12 10 0 7.! 4.S - - 14 12 83 7 3.5 4 - - a2) MIHAa111 E1/6£DNEM OF 1/4Y a J/4'All POINTS SOW ANCHORS SHILL BE ENTWLY OBEDDED INTO THE CCNCRM BLOCK,NO 1{ 115 7.S 6 4 - - - 14 11 7 5.3 5 3.5 - - it a as 4.5 3s - - - EMBEDMENT INTO STUCCO SHALL BE PFRWRE0. 1/4'0-20 SS M LIME SCREW USED SHALL If 1 1/Y LONG MINIMUM SHOULD STUCCO f4 12 8 6.S 4.5 - - - 14112 OLS 7 3.6 4 - - 14 IOs 1 a5 0 Is - - EAST,AND 1'UUMM FOR WALLS WITH NO STUCCO. 1.3 a3 3.3 4 - 14 12 9 7 8 4.5 - 14 11 7 0.3 4.8 AS 10'-0' 14 12 10 9 7.5 - - - 14 12 10 8 OLS 3 - - 14 f3 0 0 6 4 - - 8.3)N CASE THAT PRECAST STOW.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE.AMMO ON THE EXISTING WALL OR FLOOR. t4 10. 7 S 15 - - - 1J 9.5 ae ! 4 3 - - 10 7.3 5 4 ] - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND&MCI WALL nMSR11 ANCHORAGE SWLLL 6£AS 9DIGITEa C7 1♦ 11 7.5 Ss - - - - 14 11.5 9 6 S 4 - - 2.5 9.5 a S • 4 - - NOTES 0.1)&0.2)ABOVE.FOR DWALUTDNS ON VINYL SIDING OR DES WITH OR WITHOUT MRN,STUDS CONSULT TMS ENGNffA O.S 0 s - 14 12 ° 6.a S.S 4 17 10 OS S 4 ]_ - FOR INSTALLATION INTO EES WITH METAL STUDS SEE SHEET 20. 11'-0' 14 12 10 - - - - - 12 9 9 . 6 13 - - 14 10.3 7 a5 3 JCS - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMTHDAnoNS AND SPECIFICATIONS Of THE ANCHOR'S MANUFACTURER. 2s 9s 5 - 12 0 a 43 4 7 9 7 4.3 a3 ] 14 17 . - - - - - 14 10.5 7 SS 4.3 - - - 15 as 53 43 73 - - 9.5 7 4s - - 14 11.5 7.7 6 s - - tt 9 8 4.5 4 SEE SCNfOIR£BELOW FOR EDGE DISTANCE(E.OJ VERSUS SPAOHO RELAIIOH516P FOR ANCHORS, 12•_0• I4 12 10 - - - - - 14 12 a a.3 5.s - - - 13 10 as S 4 - - - EDGF DISTANCE VERSUS SPACINGSCHEDULEFOR ANCHORS: 1.3 as 4s - - - - - 11 a as { 3S - - - 8 0 4 ] - - - - MMIMIIM ANCHOR SPACWGS ARE VALID FOR EDGE DISTANCES INWARD BELOW.FOR E.O.LESS THAN 9E•INOHCATEO.REDUCE ANCHOR SPACING 135 9.3 a - - - - - 13 9.8 OLS 5 4 - - - Os 8 5 4 - - - - BY MULT1POING SPACING SHOWN ON SCHEDULE BY THE FOlLOWM FACTORS 9 0.5 - - 14 :0.5 7 a6 4.5 - - - 11 ab SS 45 3.5 - - - REDUCED SPAC9M OBTAINED USM FACT SHALL NOT BE LESS THAN MNIWN SPACING INOIG7E0 FOR ACH ANCHOR TM. 14 12 - - - - - - 14 11.3 7.8 0 5 - - - 12 9 B 4.3 1 - - FACM MV to m s ♦ J - - - zs 5.5 4r - - - - ACTUAL TAPCON WNH ADVARCm BLUE NAPM TAPPER+ 2.s a5 - - - - - - 12 9 5 43 4 - - - 93 7 s - - - - EDGE TAPCON THRFAIDFORM TECHNOLOGY All FOLIAR SOLD SEF / GP e _ IS 9.5 63 5 _ _ _ _ 0.5 7.a 5 _ _ _ _ DSCE D CE MN.SPACING-•3' NNW.SPADING.3' .SPACING-]1 2 MIN.SPAONP-J' 3 J/1' SPACING 14 11 - - - - - - f1 a5 7 Ss - - - - 7 OLS 33 - - - - /' T'OIFBD ODNDETE OQIDEIE COOL 14'-0' f0 7-S _ _ _ _ _ _ 9 7 4.5 33 _ _ _ _ 7 0 33 _ _ _ _ C ETE& FIAT OGNUIfE M NME"OL W & POURED & 11.5 8 - - - - - - 11 a 53 43 - - - - o as 43 - - - - Nl 0.••y Itl E0..3 1/Y 19L E0..2 1/Y Rp]1� CONCRETE BLOCKWL 1.5MEL E0..3 1/Y H6l Ea•2 t/Y 7s - - _ _ _ _ _ 12 9 8 - - - - - 9.5 4.5 _ _ _ _ 14 - - - - - - - 33 10 6.5 - - - - - 0s a 3 - - - - - BLADE WORKING 2�•2. t o o.et i.o oae 1.0 084 1.0 s - - - - - - - as as 4 - - - - - 83 5 3 - - - - - UNISON ♦ - -_ _ arA t.o fo - - o.a e s - - - - - as e 4 - - - - - 2' - 0.7f 0.31 IS 0.5 !. - _ _ _ _ e as 4.S _ _ _ _ _ 1 3/4' - 0.91 ° _ _ _ _ _ 10 7.3 S - 0.43 - 16'-O' 4 - - a 4.s 3 _ 1 1 2 0.35 - - - 0.35 9.31- - - - - - '� T ° - - - - - ° ° ` FLORIDA BUILDING CODE on iqh etocil Hurricane Ione .2011 TA itco.INC. ID2017 EASTERN METAL SUPPLY.INC, BERTHA 7M A S S A Accordion Shutter System o IL ECO illC. ■ ■ ■ ■ ttv euDE#t w/OR w/o ttv wrowF MAM TILUT TESTING & ENGINEFpINO COMPANY American Shutter Systems IV.K "SLw,� DATE ORAIN BY: I.C. `�•'s, A17F * Bass Kw.auw a.sH..Toa vaavIA cAAmNa n/30d1 331 Association. Inc. t OLD IS_0as 7 n 1 DATE o7/27/n 4; 4268 WOst/00dS Drive Plane (M)a71-1330.r-'(395)871-1531 L �l' •.ARIDA,.:tV441♦4Y r "0Ee10000acaOOe'e`^ West Palm Beae11, FL 33407 3 DRAWING No ��V/ /�•�••••N 114E WALTER A 71-Jr.P.E. 4 17-107 P.E•�SF#/$IGMb12�/DATE GOR°A ue.1/4ta7 SHEET F 20 nESIGH PRESSURE RYAWTING ANI) COBB PONDINQ MAXIIN fWFSM W SalICIRA LE-FOR A GIVEN MAX, SHIMER SM. N S. DESIGN PRESSURE RA71HO 14111146 IYPE, (SSE UOUMwas ON SHEETS to a 17N �So, SPRUCE PIN SPRUCE FINE SOUTHERN PINE No. 2 W/ MIN. 0-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2"MIN. COX 2 W W/ FIR NORTH FIR SOUTH QOUGLAS FIR W/ MIN. G-O.SO W/MIN. 0-0.43 W/MIN. 04036 PLYWOOD W/MIN. 0-0.9 W MIN. 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S�/iC gi&4A1UHE/DATE 1LOROA U..1 44167 3 SHEET F 20 INSTALLATION DETA LSO SJING WOOD BUILDINO FO H_* ES (AS APPUCABLE MAX, SHUITER SPAN L+ OR L'!-- FOR IN LLA7l0N!9_It4T0 INGOOM17H HVB GE UORLY-SHAL wAL nIXTI{ IDE LIMITED TO 105.0 pof. A.M. -DESIGN PRESSME RATING, SEE §HEEj 19 FOR MAX SPAN & `. ../' APCON wny ADVANCED " if4b iAPCCM OR TNRVOIJ!"M TECHNOLOGY (i A4FCON tYtiTE PENETRATION ADVANCED 7t+PlADFORH T£CE+NOLOOY W 1 {)2' . . OP MR&O LY MEA TO r-� W/ 1 1/2`kN.PENEIMIION Of llI MCO MfA TO EXISTING 1 EXISTING*000 HrMFfl. _.+_. W000 HEADER.(SFE SCHttXllE ON SH[ET IS} 1 t0 (SE[SCH[DUTE ON SIHCET 13) I 1) SCRLT44 Wj t/4'-20 NIRS !0R(E/0E iiQQ1#6'� �� it 1• O/2`O.O. I CEI SE£ET i9 T0R . � EX15CN0 1' DLIEE9lD A Q+� 00 1'• � 1 1 ! t k ( ' rr-•�11 j SMS" I .t <N� 1 �•j•e�•• . .•�'ra� S b�OPROtVI 1•;•': nNISN -@OR T]+ 1 EXIST6IC MN. 2:4'w0aqi OR(W 1 2114 w00a f 1•t 14,0 TAPCON OR TAPCON wirl ANC£0 1 ( HEADER REQUIRED } t L l ( -THREADFORL{T£CIUEOEOGY W i/2" ETttSRNG 1. Irl.SEPARATION 1 ( ( •,A 4ia PENEIIUTION Or 1 MIJ1 f0 GtAS8--1 TO GIASS(ITE wt+.SEfNNIMN To GLASS ( I .. ME"NOOK W.Amit. (� +r+aa m Ew a (SEE SCHEWLE ON SHEET ti) 1 ;;: (a 50410uD on sl 15) t ON STR7:T 19 FOR + ---1— YxI•CONT L GJDES 4D&Q PU Y 0. BY WALL HEADER IN+STALLATION 1 0 INSTA [M @M NY WALL HEADER INSTALLATION - 1 � 1 i..._ 1 _ kW.S[PMATiOtE TO CIASS + li, NN.SEPARATION TO CUSS EXISTING ( 1 ExIST9rG� (SEE SCHEDULE ON SHIFT ti)—"" I (SCf SCHEDULE ON SHEET IIS GLASS-�, kw.SEPARATION TO OEASS E%G TI•NC + CONE.-�(SEE SCHEME Oil SHEET 11) E _ 1l4O-14A/4•S.S.W000 PLATE �`• T 1"¢-20.3 4-S.S. SiAEKHKH*E SCREWS W/ ( i USING t/1`-10 NUTS •4 •<f•++.�• WALLL ♦ iJi'-20 NUTS O T2" E a t2'OC-� 't�,+-r:. WALL ;T,17.r.. 2'x4'CONT..0Pu7C ,.EO O'O. t`I/4•►UPCON OR TAPCON WITH ADVANCED IGt PU/[iRAiION Of THR£W[d MG TO 1/4'►TAFCON OR TAPCON WITH ADVANCED - ' ' TP \ DO"W000 HEADER. TMFAOPORM TECHNOLOGY W/ t/1' T M (EEESCH(GWEONSHEET{S}Nt �,. AFCON riiTN ADVANCED t-SEE SN#Ef 4 FOR 7tFNTJiW:n PENt+EtA00N Of tTetEADFD EA INTO PLYw000 1THRFAOFORLI iEC10EOLOGY SI�UM ASSMSLY. WALL RNSR ' S A (SCC SCHEDULE ON SNCEI 1S) EXISTING UN.2•x1• �: 1/2'TAW.CDn, `•� . PLY6000 REO'0. W/ 1/2"1Yn.PENEIRARIXE Oi 2'40UNTI10 SECTIONS CAN at STUDS O TO<D.C.UAXti•,- WALL i[MSEF--1 INREFAMDEO MEA INTO PLYWOOD COMBINED W ANY WAY TO 1/2'kW,COX PLYVl000 REWO. AM.PLMQ0 TO BE (SEE SCHEoULE ON SHECT 15) SUR ANY INSTALLATION. Q HV WALL SILL INSTALLAj10N `-EXtSHNG M". 2'x4'SIMS O 16'O.C.IIAX.RCC10. ATTACHED TO STUDS IN PLY M TO BE ATTACHED TO STUDS W ACCORDANCE ACCCROARCC WITH WRH SECTION 2JOe OF THE F.&C- SECTION 23110 OF T1 ®NY WALL SILL INSTALIA ION 4 �U�of ®tiV WALL #LI #N^aTALIATIO� FLORIDA BUiIDlNG CODE Kon N h Velocity Hurricone Zone ............. .... rfj./� 02017 TItttCO.+NC. m 2017 CISTERN UEM SUPPLY,IHC. - BERTHA HVTM _11'LiE C O INS• Accordion Shutter System ,t t llu slanE f(w/OR wjo ILA rutloaW Mxx !f• /� 11111T TESTING h ENGINEERING COUPAHY Amerlaon Shutter Systema H 17r60E a tt 0AAm1 t G Asaaata#tan/ Ina. { ctG/4-061 >T ala O7 n 17 assn ILA.34u.Er.{Iw T6T.WW"CNWE",nOAN]TI d Pn...:(3o6)en-16w.Fox 1(3o»a7i-+s3+ 4268 Westroods Drive E QlIIDP< {{\ 4-mw At«<Oaa<an West Potm Reach. FL 33407 J DRAWING No S+' a Lir st to 00064119 ��s�`••••••••••�� 1{ WATER A.MM J,P.C. 4 17`"•107 P.E. 19 L'fDATE rto1MA cc.1 4410: S SHEET OF 20 END S " " 2W&M WOW ram fxoa ,Yk�K v= rc09e 311wJns t I"" wa .rNGW 9 !.{+uocooxx Ca jUK IM ` 1 Owiillfl QAU 1' Rk'rOW n.p . i amwa ansa' 1i /^•omrro wE, ^�1 r . ws, r! ; _ ,�• � roti _ 10OJst{3[ 1/Y aim AOtA69 bbL / laii t0a AaA"M Owl Is t a .ro Canx+s 0 LosOi IN u as OSM � +�1� + . MOM �i{+QG ftlX fen SAIL q' _ _ ila • - ..�+ . » ��y'��'' �.VC 4 y7�i 1, wore (�}Q.6� src ama x con ORO, to nucwh°i cp+rtxttrgr++J �•® .�: "Q- ,�. .�-©' to+u!«a (fit 0•Q3 (3 (?' 114- - `Ei L+`.0.40 [� END CONNEOTION.�£TAIL M END CONNECT10p!_D£TAIL(9• r.O END cONKEC tr/a+DETAIL or [za+a+n KOIIrxD Cir Iq{►Ab TNM Y.or 21.'tdt �1/.•.trPcor Alitwrlf VW 1A4fd Iltn+/Y!.0 X �_ lo IL t>,ss-•• •/+a.an.a+a+a la•oe. o+wm• 0XV4 ala-as` ..� narsa por ��'` ♦ SfE UM ATIOHS tf USE FOR 1/a•Isl Stla11tM q G EUIOC 8°N sNn 19 ra"wtc°�'w�m ti \ l t 5 axn2)a MAWy r_1! Y - _ _ _ L. Fv Is OQ 6 n{a t 't, ms, rir '0 w.wa7VMSJ wcX lmot _ m• •®-I� E� �'�"Q'O �" t9 4l-4 •t� DETAIL Qr END CONNECTION DETAIL l'.:l 77/I!/I/Ii/ii�.4 ROM BUMO CODE Non Nit Velocity Nuf[ICane Zana ��1=`�. ��j:�� 02017 Ml[C0.u+G 02017 WtERN NEIN.SUPPLY,INC. 1 V� ••'��rJl�t`•y �r�ll�lr� RA TM } ? 1 L{ E C O �N ,A■�■S■„�■ Accordion Shutter System lI KV.GAA#1 W(OR W/O KV.WNM MAX PLUT TESTIHO & ENGINEERING COMPANY American Shutter SYateme .N c auto+ c. M,WW.3411,u.{1..3W x11nr+A OPM4.na0a 341 Assoclatlan{ Inc. 1 Ola 1e-0 7 1 CAM 07/27517 P"— Ib.:(W*71-031 4288 Wasttaada shwa : DRANANO No :• s'•..,•••••••,.• •-mo%traoeaa.ean Weet Palm Beach. FL 33407 s '•s��NAI EN�� ' ttF4/fI A.TA t717r.P.f. t 17-107 P.E. SEAL---CNA-UflEf4AlE naeaAua./ {u+7 a SHEET + 18020 01 1.NAX AMD.VISION PRESSURE RAM+110,- 110"1. x.WW.SHUREIt SFAW.96' 7.MOWED MOU IXM A D.9 It HSN SHEETS 0.7:AS WELL AS MOUME1Gs M,0.T D&w ON sxw 16&17. QaQ- 1+ 4 S owlCa+IERwIEs oR y s°Ru�6uiRIN CASSE Of CPPOID HOST BE INCLUDED NkNY 3 EXIMM ACCESS SIDE of 1®a TYP.EA ENO • • • 0.W HV NTn01r f11AOE C1A75fW),OXY ALUM A 11AKGRM OF S OPENNGS (S/NOELS)=©PER�1jAI,00EE AT SIXVM SWM ON SHIU 4. �)MN.GFARRICE TOP OR BODM EDGE OF NV w"M BLADE MAK S WINDOWS • • OF MBI 3ti 1KNE PMF4 SHALL BE II. AILOMEO AI fN • NINOUY BlAOE® (C)f1As'T SZL§BLADE COMING OWIROU STARTERS AT ENDS WY BE HV • • I • MINDOYI BLADE 1 10)W 13 WNDOW BIDE©NUSY BE IOW ALTERNATE TO A MUD W X t@ THROIKYID1rf SIRIIIQI'S IYDM • • , p . • (1)CINRL IFS SKMU`MS BE WALLED ADI CQR TO A SOLO 1N f AT EDIDA L A SIDE OF THEA. SEE END ! "II (F)POLYCARBONATE HY WINDOW®SRL BE O15fALLEO SO 1/85 FACE CONPKCTKIN • • • IIfE INTERIM Of INE OPEMINO MOTECTE0.NL 151NO0'M til f/U5r BE OEfANS ON SMELTS �y s ONLY INSTALM AND LOCKED USING AIN SETTM TOOL PROVIDED BY ASSA 10& 18 tYP. r A� - ML HEIGHT. 1 Q$��1 6.SLE ANCHOR SPACND$CNIDAE FOR INSTALLATIONS INTO WOOD PAALIE ?3'yq P tP 4 +•9 � UDHGS ON SHEET ES,AS LARD°f SPAR ANO DESIGN LOAD(stf wits 1 &x 11; 7.SEE ANCHOR SPACING SCMVLE rAINSTAUTION4 ONM POUtW CON REIIE M CONCRETE BLOCK WALL NE SNEEIS 11& 13 AS LIMITED BY SPAN AND DESJ-LOW(SEE NOTES It 2 A80VE). ,41J(SEE PLAN R REOIAREUEMS) &1C4UUM SEPARATION TO MASS SCIOULF,PER ASTLI E-1996: wWHEO WKITII D H �LHETYP 70P&FOBOttdA WWI)ZONE MIM3. SEPNWON TO CLASS S.MRE -- - - - .. y' 1 MRV S 1' ELEVATION MK SEP/RMION TO CAM EfOSHNG GIA55 SCAEOU9E ON Sim 11 EOR axE(D 4 6.72 51Q7 TOR BIAOLS M&QA 5 i ft P. w/ OR SµEMERMATES D@ ,\`` w/O (SE NOTE 4 ABOVE) rim \\ LkIILl TYPICAL(1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE U► SHUTTER* FLORIDA BUILDING CODE Non Ntgh Velocity Hurricane Zone ON17 MTECO,INC. ®2011 EASME TERN TAL SUPPLY,INC. ��.• J,.7ENg�( ,•9 BERTHA HVTm ` Accordion Shutter System A.S.S.A■ tLV. El"01 W/CR W/O H.V.WIND(>4N RAE i ° AmeriDan Shutter Systema •H OA1E DRAY%NII, Le. -Q%, � TILLIT TESTING & ENGINEERING COMPANY O '•. e,(`�,; On$H.Y.UTA.S1.,S1,.M VMMM°ARDDO,FL6ACA 331E Aaaootatton, Inc. I OLD 15-M 7/x7 1 ppC 07/27/ Ph :(:05)871-1530.Pa.:(307871-15.71 426[! Westraade Drive x �Yss`�ONAL�N�•,••1 •-W-OW667 9�u+ West Palm Beach, FL 33407 3 DRAWING No AALIER A TILM Jr.P.E. 4 7— �7 M1° ur'''4107 P.E. SEAL/SIGNATURE/DATE SNEE(0 0 Page > u�_ --.- Code pine Y". nndaBuilding •� ,�.-, v e g :"' ,_. f Links Search '» 6 e FBC Staff ; SCIS Site MaP Stat$&Facts Publications , • o tration i Hot Topic.` i Submit Surcharge ". wg to BCtS Nome DVa"1) ,y r pt�YCi�! F,OIIUa C �"'a us ER:pubti r� licatlon Detail"' ��odyict or Application Search>Aooii__ cati�_n!.i$t>APP "Cation a FL11964-114 •� FL# , Revision ," APPiicatl� 2017 Fla Code Yatu5 Approved App i/ /Manufacturer Eastern Metal Supply pppis/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 lrodriguez@easternmetal.com A 3e ithorized Signature Bill Feeley Ores Irodriguez@eastemmetal,com 11864 Technical Representative Address/Phone/Email �%fiI l qPp Of - Quality Assurance Representative gppro°�edj� / Address/Phone/Email l�pa �1bi Oth r9� s� ; AS,fCategory Shutters �S�e"e M Subcategory Storm Panels inStdl/a/an dr2 Compliance S Method Evaluation Report fr,)Fiorida J IFlorida Professional Beer Registered Architectpr J � Evaluation Reporiardcopy Received a Licensed J r f Florida Engineer or Architect Name who developed Walter A.Tiilit,Jr Report Re ti l the Evaluation p r � 1 j Florida License PE-44167 / Quality Assurance Entity National AecreditaticManagementInstitute rhe Quality Assurance Contract Expiration Date 12/31/2018 f Fi0", ei�n law e a Validated By John Henry Kampml. Section q to ails mail p -Poly. rePTorytlatg �" Validation CheCt rdcopy Received - C yrs dT/s! , aA Certificate of Independence FL11964 R4 COI E CERTIFICATION OFD SAL S(lPPCY FNCE FL11964 R4 COI CERTIFICATE OF I CF SIJPPLy INC R—,qw-`GIT-089 Referenced Standard and Year(of Standard) Standard ASTM E1886 ASTM E1886 1f ASTM E1996 1pp1 ASTM 6 ASTM C-330 )0p$ Equivalence of Product Standards 20© Certified.By �D Sections from the Code 'r�brida Building Code Online Page 1 of 2 SCIS Home i Log In 3 User Registration i Hot Topics 11 Submit Surcharge Stats&Facts Publications i FBC Staff ;.BCIS Site Map Links Search Florida ' Product Approval Public User " Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11964-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels 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 Walter A.Tilsit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. . Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code flnrid.9bui1ding.or2/nr/pr app dtl.aspx?param=WGEVXQwtDgsxYleb4opOD... 5/15/2018 Norida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number to provide hurricane protection. 17-097 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY INC DRAWING Approved for use outside HVHZ:Yes 17-097 0.050 BERTHA ALUMINUM STORM PANEL 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.Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R4 AE EASTERN METAL SUPPLY INC DRAWING See sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT.PDF pressures. Created by Independent Third Party:Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. 117-089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY INC DRAWING Approved for use outside HVHZ:Yes 17-089 24 GAGE GALVANIZED BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile. Max.span is 9'-10"for+32.6,-32.6 Created by Independent Third Party:Yes p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 Evaluation Reports of installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY INC DRAWING 17-089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes Bads Next Contact us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.r_onyriaht 2007-2013 State of Florida.::Privacy Statement::6=25sihility Statement::Refund Statement J 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.Ir 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 dick brZ-. Product Approval Accepts: I Credit Card Safe I,tt„c•/harww floridabuildiniz.ora/Dr/ter app dtl.aspx?pararn=WGEVXQwtDgsxYleb4opOD... 5/15/2018 c-"'ER.L NOTES I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL Nff BE INSTALLED AT 8.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G.TAPCONS, ELCO PANELMATE, ELCO TVAS. HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE/ BROWARD COUNTIES). INTO THE CONCRETE BLOCK LINT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2) -3/4'0 SOLID SET ANCHORS SHALL BE EP17EPJLY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONAUTY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL 1/4'0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7,9 THRU 17. WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7.9 THRU 17. IN B.1)& 8.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33% (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12. 13.14& 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOL USED IN THEIR ANALYSIS.A DURATION FACTOR CO-1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER,.ST000O OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MANUFACTURER. 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS 6 0321.01-05, 8 0812.01-05 AND 9 0119.01-06, PER ASTM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7_ PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A& 4 SHALL.NOT BE USED. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS S ALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY& TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SNAIL ONLY BE ATTACHED TO CONCRETE, BLOCK OR STORM PANEL COMPONENTS STUDDED PLATE AND Q6�SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH& SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5. BOLTS TO BE ASTM A-307 GALVAN12ED STEEL OR AISI 304 SERIES STAINLESS STEEL. WITH 35 Its", MINIMUM YIELD STRENGTH. 10. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6. ANCHORS 10 WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONOOIONS DETAILED 04 THIS -1/4"0 S.G. TAPCONS AS MANUFACTURED BY ITW/BUILDEX. DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4"SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW BOLT& SPECIALTY COMPANY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS 1 3/4";FOR ELCO BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE FROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO TVAS IS 2". USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS TATTER A.2) 3/4'0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. -1/4"0 -20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST.AND 1"MINIMUM FOR (e)THAT PREPARED T.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1) &A.2)ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (8) TO EXISTING CONCRETE BLOCK WALL: -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDEX. M.'77rrri�� -1/4.0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. .'M,.e p TN1S DRAWING SHALL ONLY BE USED TO -1/4"0 x 3/4"SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. '' `��IS' 7Ji '1� , �Q�.•,..^••a.•,•�/W�� OBTAIN PERMITS 1N THE STATE OFIFLOR/DA No. 44167 �? FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1� s7017 mlr%mC 0.050" BERTHA ALUMINUM STORM PANEL LC •a STATE OF•� + i (2.00" DEEP) DRnwN Br. EASTERN METAL SUPPLY, INC 07617 •�Y�P•..'L••'All, ess.hPxr.ae:.I w(aw.tH•1.v. .6.176PANDIFBSRDIJM]I0 7TINT JESTING&ENGINEERING COMPAN (561)709 17-097 • n_wn ae. PROE. 1 BExifiOQ19 1.caAn 1511 .m tesomw DRAA0IC No WALTER A TILLIT Jr..P.E. d6 r "" /:UI sr. 6NEEf 1 Of I] FLORIDA Uc.M167 -----14.101"(TOTAL MOTH) i--8.151-(TOTAL WIDTH) 12.000-(EFFECTM WIDTH) -.-i 6.000(fFf880. WID IH).1 I TINE' (Asf.) -- 1.070' 170• 1.070"- y 1.070' i --a.66o•-+ -1 r r7o' AMMIRy A.S.D. DESIGN PESSSURF' Re j I AssPPLCWLc I 11/0.x00" (TTA) i I ' � �®`S"PPLrIeLE{.• . � CORRESPONDM MAX1AM PANEL LENGTH 2•'SCHEDULE .�® OrnJ � raP.) i o l a S 0.250' h T o 0.250' N O PAMUB RLL7'TAMW AT BOTH PANGS R87AHM AT LBASP 2.020"= -a 2.020'- ° -4 2.o2o- mm ATIH TRAC" RJ ONE OF THBIR SAGS FULL PANEL WZ HEMMED EDGES HALF PANEL V HEMMED EDGES ®®(zeG®0@ wnN TRAM OR DLRWT MOUBM IR 0®o OR Q)* -14.375"(TOTAL WIDTH)--- - -- i -8.925'(TOTAL WIDTH) A DIESW M-PAVEL LEN07H Asa°1Ior" N-PANEL LENGTH I X6.000(EFFECTIVE KID vaE.n•DRL' Tm'G L(R) vAYSSLwE rout [0W 070'; 7.070"if 1.070"--I N I +3x0, -JO.O 13'-0"I I ®ASA1/ [i /� /3"-0' +30.0, -J0.01.050"(TTP.) i / 7.050-mP) +35.0, -35.0 12'-8' +35.0, -J3.0 12'-0' +40.0, -40.0 12'-4' +40.0, -40.0 I1'-3' 0 +95.0, -45.0 /2'-O" +45.0, -43.0 70'-0" -!z.oza"- -=2.020'EMMED ONAL HALF PANEL HEMMED EDGES +50.0, -50.0 11'-0' +50.0, -50.0 9,-0- EDGES STORM PANEL +550. -55.0 10'-0' +55.0, -550 8'-2- SG1LE: 114"- 1" +6aO. -60.0 9'-4' +60.0• -60.0 7'-6" +7a0, -70.0 8'-0 " +70.0• -70.0 6'-5' r3--}- CONCRETE ANCHORS(SEE SCHEDULE) -1-3-i +8a0, -80.0 7'-O' +80.0, -80.0 5'-8" Mox. 1 M;n. f K +90.G, -90.0 6'-J' +90.0. -90.0 5'-0" 0 T-' i +90.0, -100.0 5'-7" +90.0, -100.0 5'-0" W +90.0, -110.0 5'-1' +90.0• -110.0 5•-0- j Y +90.0, -120.0 4'-8' +90.0, -120.0 U h 1 W +90.0, -1J0.0 4'-O" +90.0, -730.0 4'-4 1/2' NO V MAX.ASD. DESIGN PRESSURE RA77NG&MAXIMUM A 41 PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER MOUNTING INSTALLABONS ON SHEET 7 OF 17 IS 1" + 50.0, -50.0 P..(. W/88"MAX. PANEL LENGTH. ri MIX.A.S.D. DESIGN PRESSURE RA77NC&UVIMUM PANEL LENGTH FOR MOUNTING AS PER ALTER.M4 f X11 AND 14 EEAAAAAyT�A�c'' ON SHEET 14A AND 75 OF 17,RESPECTIVELY,ARE i 107rILE@ A 1tL AND+50.0,50.0, -ROFP..1.OR 7 FOR UP TO 108PANEL ANCHORuti coNCREr STORMSPANELHEDULE) i-w � L/T✓ �-. LENGTH. TYPICAL ELEVATION 1 FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) No.94167 } c2D17 mTEco,uz 0.050" BERTHA ALUMINUM STORM PANEL L.c 'It ; (2.00" DEEP) cRA»H 6r.• j--r/4"Max. GAP 1/9"If- GAP- - i EASTERN METAL SUPPLY, INC 07x`,1.[' .� ,(/'� `W 4268 WEST ROWS DANE •yy (,��\` TIWT TESTING&ENGINEERING COMPANY ME3r PAW MCH,IL!3107 17_097 YtI- w�`l sxe"..xu s4 s ws vccVA wma n sl,u PHONE'(58f)209-826.7.FAC(561)841-1718 SECTION A-A Sy��L rG� E�.:(xi+re-,770.Iu.:c>oslm+-,671 CRANING Lr Ee-0006719 m uw U.N, •-•• WALTER AP.E. SHEET 2 W 17 ROR�OA Lk.Lic.{{141 67 0.010 x o0ra It 2.J68— .25I' 114'0-2V 9 S.MAWNE T— WASHER ci 59 --T .094' L .00 125 h' HEADER I -U- HEA 2 2.495 .u. 50 J"-MAX, ANGLE BUILD OUT BRACKET BUf[D OUT wm.LQ QUE HEA 114* -20 S.1 0 J74* 1 61C CM 91K=TO AhQE 0 SPACAUS SKIM w SECF� SEE SEE DETAT I f J MINI WALL 1,75'x0.632 OO (a) *F' TRACK A 9 STUDDED A ANGLE W17H STUD 11 2'x,�(AfIXJxt/8 —r:1W-Ieau-n AM.luau scwc r/l•-r ANGLE WITH STUD - 225' 4-0-20 062- SERIES s 57VO ro", I �ryi I— R"IED 10 0 12'0.C. PLAYE o9g, qsr-4 .477' LA KEY HOLE OPTION I KEY HOLE I . . .3 79 JV8*- ' W9 12 KEY HOLE AT PANEL KEY HOLE WASHER (9 STUDDED 114—1- No, 44167 .2a, NA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone), B.O.16 ANGLE SNAP CA m C2017 MWCO.(NC. 0.050" BERTHA ALUMINUM STORM PANEL La (2.00" DEEP) BY. sous'w DETAIL 1: swo wl ItwG invy 07126117 — EASTERN METAL SUPPLY, INC 047E. Z7: 1=7 C Om c. 4268 hm Ra4DS DRVr COMPONENTS TILLIT TESTING&ENGINEERING COMPAN7 REST PALM EfACA fE'JJ4071_#716 FHOAV.(561JIM-8283,FAX(50084 17-097 E-OW671, WALTER".'1,"Jr., .E. SHEET 3 OF 11 OM .4 � 1--- �r----- w/, i/2•MIN. 1/4'0 rAKONS Ip•°awcONs r 4"0 7 112'AnN. THREADED PENETRATION ' W/1 1/2•MW. / 1 TO E n G NOW THREADED PfNETRATON n THREADED PENF7RARON W/1 1/1,MM. ,x.: HEADER.(SEE SCHEDULE) 7O EX6TNG WOOD ��' TO OWING WOOD /'' :l' THREADED PENETRATION i. !� 1'. Is I un /-70 IXESTMC WOOD _1250• �NEADFR(SE/E�SCHEDULE) I I HEADER.(SEE SCNCDULfJ HEADER (SEE SCHEDULE) —� �JCnne 1•M'h • .L ; 300- / r 2' 2 7" Min. 1 �' �• �--� I y C001. tV 'MDOO NGOfR I WOOD HEADER WOOD HEADERWOOD HEADER -lJ 'REDU/RC0 I REOU/RED I [� REQUIRED i I REQUIRED 1•Min.SEPAR47TON 'n TO CLASS - t T -r I"Mn vi ! 1 ' 1•Min, ' I ® SEPARATION TO GL455 TO CLASS--r_ ----_ °qA, i J I I y OPWN it 3A [ jER�� I N I 1/4.0-20 r J/4• 2 -,. -• S.S.BOLTS W/7/BT i 1/4.0 TAi .T .f/J2'1:+ Nur®I w W/, 1/2' W T- 1,Mur. 112 O.C. T, 2 THREADED ATKN SfPARATX/N i u a `.�;: X70 EXISTIN TO CLASS I W , * ; HEADER.(SSCHEDULE) 3 4i _7•,I'FUZE COM. nL j RLQ :� t (OPEN FOSIROY 4J � y %4101�aS THREADED ! 1 ' 7" I ' T "-'- PENETRATION 0 MID107DTI j Min. OF PLATE.(SEE SCHEDULE) RN SEC170N 0 ANCHOR I / HOOD NEMER E I' .500" I R(OU/REO y1 ll -� - - OPTION/2 3 clJ A 3A J/J2•WIND MIT 0 C0.1. -a'. 2 u EA STUD 1/4.0 TAPLONS SCREWS W/1 I/2•Mi". TAPCONS ]1HRFMED PENE7RA710N 1 112-. THREADED -' 0.WDWDRJ OF PLATE. - PEA•E1RITON 0 WD"TN r•Mia SEPARATLSN J ' (SEE SCHEDULE) OF PUTS.(SEF SCHEDULE) ~ TO GLASS SECTION 0 ANCHOR -7-3-14- Lp.4'PNR ! COAL•-•'s,. T-- ALTERNATIVE 2 a/a2U LWN�GW�D,'o6 ' �°c[6m (cPE P� yoJ I,Alu1. SCALE: 1/2"= I" �' 12.O.C. J / SEPARATION i 1°j L-J. i i .-� '`•,•,,II .:,/T`tee TO CLASS SECTION 0 STUD 4, 7/B ALT£RNATlV£ 4 718 NUf O 2 p El/ERY STUD G I� O 72"O. ey �� SCALE: 1/2'= 1" ,•�.,"�l ' > p ... I I-2•RLOLY�� 1'� / • W !� 1.T1.�• NOTE FOR COMB/AIATON OF SECTIONS: 1/2"H' THRfMEO +NTE;SA14P CAP(1�T �IriS,/� ....c.. ��4�Qt•' PENf7RAT10N O M:OW/07H REMAIN CLOSED AT NON WALL MOUNTING SECTIONS CAN BE � DF Pu W.(SEE SCHEDULC) HURRICANE CONDITIONS. !� COMBINED IN ANY WAY TO SUIT ANY INSTAW7/0N. UILDING CODE Non High Velocit �iurricane Zone OC°^'' ALTERNATIVE 3 ( 9 Y J•RC01�LD� I SCALE J/2• I- Lc 0"17 mmca rA•c 0.050" BERTHA ALUMINUM STORM PANEL: - NOTES: (2.00" DEEP) DRAWN Or.. SECHDN 0 STUD 1. INSTALLATIONS ARE ONLY VALID FOR MAX.ASO.DESIGN PRESSURE R477MG, EASTERN METAL SUPPLY, INC 07/26/17 ALTERNATIVE 1 AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 'L F C O SNC. LUTE. 2. SEE ANCHOR SCHEDULE CN SHEETS l6& 17. 4268 WEST ROADS ORIYE TIWT TESTING Q ENGINEERING COMPANY NAr PALM BEACH, .- J3IO7 SCALE: 1/2"" 1" at51 N.M.xu.Su.5v.,oa °rfAO+s.rt,UtN PHONC(581)209-8285.fAf:(661)84_1716 J7—D97 J.FOR NEW HOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE SOUTHERN Pl:w.:L,wsp7r-Lav,ro.:(xnWn-t5)t CRAw1v N PINE N0. 2, W/SPECInC DENSITY OF 0.55 OR EQUAL EB-0006719 ao r� "" WALTER A.TILLIT Jr.,P.E 6NC[T 12 OT 17 FLORIDA U°.44167 114"0 TAPCONS MOOD TRUSSES OR RAFTER µt000 TRUSSES OR RAFTER —S O 24"0.C.REQUIRED O 24'a C REQUIRED %^W/7 IIT'Min. THREADED _— PfNETRANON TO EXISCHE WOOD HEADER(SEE SCHEDULE) ---� tt I g / � f2 IF'n- 1"r 4'x 7/6" - :Z'•. I'' I'� IGT.(606J-T6) . 4j TUBE 7 314'x �)s ls' x I/,o x J/4' 1/4 F-� ITW ILD I D 70 FE/SUI :Min. ;I i Lf;-LJ ,:,•.• TEK R FACH,Iasr. _ WOOD HEADER i O 6'O.C. 4 Cant. ATT AADAMTH OOr i O 6"O.C. 1 I i REQUIRED ! I I EXISMIC WOOD I a Cont. i I I N I I 1 MEMBER(?"N'n j WOOD HEADER t j 1 i ACWNAL7N) 14'0-20 r REOWNEO t I I N WTHaEACEO4"SS BOLTS 1'Miti SEPARATION I 1 PFNEIRAIION. µ T O/JT WC NUt n 4i TO GLASS t; I I 1 12'O.C. - I N opmm if ; — y— — Ll 16 AL T 6 • MA IMM A S n n>.SM PRFSBURE RATING (p.s.f) AND CORRESPONDING MAXIMUM. SPACING SC. RULE FOR INSTAUA77ONS INTO WOOD FRAME BUILDAVGS Ai0.0 / NOGG rASILMAS APPULLL§E TO 11AYllIfAl MOM 1ASTFNERS AzFUC4KE TO ASG OLSY.I7 MVM IASIDIM APFLC40LE TO H A Mlx�A1 ON.YL HI[R7M7NES R L>QW/L PA ASO.OLS]G'/ PRESSURE REG" SG/MOYW H/Y LVYrnrs II fL1.OM T.•(Q) PRESSM REG" SGMFCON PN47LSRS ANI'[01B4N) L[AGM T'(A.) FRlSSI.I7E QIARAR ANQIN]LS HIUIN111LLS/R MlFow III. AAIAG(P>E) 7A/CGNS M OF TILL (a+E) 7APGGN9 PAIla m IS>S Or IHd IU7m(au1.) 7APGYLS £c1AR:GM P 11>s ANY or QWBNSRPY 1L7.G11/1'(n.) P—.IIRS I1' N/A N/A !(lOPr 12" N/A N/A I(TOP) 12' WA NIA 1(TM) 12' NIA N/A !(SOTTO 12' N/A N/A ! (BOlT17H) 12' N/A N/A 1(BOTTOM) E2' N/A NIA 12' N/A N/A 2(TOP) 12' N/A N/A 2(TOP) N/A N/A 9' N/A N/A 2(BOTTOM) 9' NIA WA 2(BOTTOM) 9" NIA NIA JA(TOP) 9' N/A NIA .I4(TOP) 9' N/A NIA 34(TOP) g' NIA NIA !(80770 9" NIA NIA J(BOTTOM) 9' NIA NIA J(BOTTOM) 12' N/A NIA 4(TOP) 12' NIA NIA 4(TOP) lZ' NIA NIA 4(TOP) 12" NIA NIA 4(BOTTOM) 12' NIA NIA 4(BOTTOM) 12• NIA NIA 4(BOTTOM) g• NIA NIA 54(TOP) 9• NIA NIA SC(7OP) 9' NIA NIA 54(TOP) 9• NIA NIA 5(BOTTOM) 5 112- NIA N/A 5(BOTTOM) 8' NIA NIA 5(8017OM) 9' N/A NIA 6(BOTTOM) 5 I/2' N/A N/A 6(BOTTOM) e' N/A N/A 6(BOTR7M) +40.0, -40.0 8 1/2' MIA NIA 7(BOTTOM) 8•-0" +40.0. -40.0 5- N/A NIA 7(BOTTOM) >8•-0" +400. -40.0 5 1/2' NIA NIA 7(BOTTOM) 8•-0' OR UP 70 UP TO /yr� OR LESS LESS NIA 12' !?' B(TOP)• 1J'-0"• +60.0. -60.0 NIA 12' 12' 8(TOP) LESS NIA 12' 12' a(807TON) NIA 12•• 12'• B(BOTTOM) N/A 12• 12' 8(BOTTOM) N/A 12' IZ' 9(TOP) N/A 1I'• I2'• 9(TOP) NIA 12' 12' 9(rap) 12' NIA N/A 9(BORON) 12- N/A N/A 9(50770M) 12- NIA NIA 9(BOTTOM) 6" NIA NIA 10(BOTTOM) 5 1/2" N/A 1!/A 10(BOTTOM) 6. N/A NIA 10(BOTTOM) 9' NIA 9" IIA(TOP) 9' 11/A 9• IIA(70P) 9- NIA 9" IIA(T0^) 4• N/A 4- 11(BOTTOM) 4'.. NIA 4'rr 11(BOTTOM)•• 4'. NIA I•• I1(BOTTOM)' 6- N/A N/A IJ(TOP) 6- N/A NIA 1J(TOP) 6- NIA NIA 1!(TOP) 6' 13(BOTTOM) 5 1/2 NIA NIA IJ(BOTTOM) 6' NIA NIA 13(BOTTOM) 4' 1' 4• 14(60770M) 4-•• 4-•• 4'• 14(BOTTOM)•• 1•• 4- 4' 14(BOTTOM) • USE 6'OC SPACING FOR PANEL LENGTHS LARGER THW 10•-0'AND USE 12'OC > ✓AUD ONLY FOR UP TO+50.0•-60.0 p-f..MAX.ASDL DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10'-0' RATING WITH 7B'Mox.PANEL LENGTHS OR rOR UP TO+50.0, -50.0 P.&I.. YALD ONLY fOR UP 70 108'PANELS LENGTHS. MAIL A.S.O. DESIGN PRESSURE RATING WITH 96'At...PANEL LENGTHS. •• Ta, "Jt "If FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 67 02017 X[1£00,Mc 0.050" BERTHA ALUMINUM STORM PANEL I.C. GV 'v (2.00" DEEP) BwrvN Or. 07/26/17 IL :•L4 E C O gee. EASTERN METAL SUPPLY, INC a� 4268 ME57 RHOS ORAE �•'(( fU r� 'C� 1� TIL LR TESTING d ENGINEERING COMPANY REST PAW BEACH,11.J3407 PRONG 561209-8T(L;FAX. J6J N-1716 17-097 C� vaa r:su.n.n..x17 luc+>cHma+s.n aJlce ( ) ( )B ,�c1�(�P��1.L_.•'� :liiwltlew.rc..(waRn-1s7I ®� — M07NO N, t7 4 EB-0006719 'HALTER A TILLIT J1..P.E. pD•a-4u Frn SHEET 16 or 17 FLORIDA LT.