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HomeMy WebLinkAboutProduct Approval RECEIVED JUN 22 7��� ML Copy r.,atc d scars Hoare (Log In j user PAg+saratwn p rwtToo�s t Submit surcharge i Stam&Faar i PubUmdons I FBC Staff ! BM S¢e Map ! Links ! Sea.h ! T4 u' sTCihesj }I �,�, l ! !of essl�l LRSER:PubGt user ?regulation ?rrodmt Amweai Menu>E dW or Aoarsation Search>AoOka-i"fist>Appfieatfon DeW FL# FI389-R8 Application Type Revision Code Version 2014 Application Status Approver! Comments Archived Product Manufacturer American Shutter Systems Association,Inc- Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561).209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley lrodriguez@eastemmetal.00m Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R✓ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Ir.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validabed By John W.Knezevirh,PE Q Validation Checklist-Hardcopy Received Certificate of Independence F7;89 RS Col HV ACCORDION Cl NONHVHZ— Referenced Standard and Year(of Standard) -ftandkisd ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 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 15- (top and bottom)for storm protection 086 Limits of Use Installation Instrutddorrs Approved for use in HVHZ:No FL389 RS II A S 5 A INC DRWG-15-086.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D°.Max span is 12'-7"for 35 psf FL389 R8 AE A S S A THC P F PC- D8WG.15-086.odf positive ASD load and 1Y--0'7 for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for SS psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A 5 S A INC DRWG.15-085.odf Approved for use outside HVHZ.Yes Verified By:American Test Lab of South Florida Inc. Impact Resistailrb Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A 5 S A INC P R DR G-15-085 H'j2df p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVi blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Instaiknson Instructions Approved for use in HVHZ:No FL389 R8 II A S S A INC DRWG 15-084-odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Flonda Inc. Impact Rent:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports OtheLarge missile.Max.16'-0-span at 30 p.s f ASD load FL389 R8 AE A S S A INC. PFR DRWG-15-084.pd_f r: for Blade 1 and 18'-0"for Blade 2.See schedules on sheet created by Independent Third PaMY:Yes 12,25 and 28 respectively • Q f Us:: Nortih Monroe Street TaNathassee R 32399 phone-850-487-1824 The State of Florida is an AA/EEO employer-Copyriaht -ZM113 State of po -::Privacv statement'.Acctlibi-hty Statement::Refund St[ement under flwida law,email addresses are Public records.If you do not want your e-mail address released in response t°a pubrio-7-'.39s��•do not section electronic mail to this entity.Instead,etMac!the by Phone Or by th-�Aional mail.If you have arty quertrons,D 850.487.1395.'Pursuant m Section 455.275 (1).Florida Statutes,effective October 1,2012,licensee_ urider Chapter 455.F.S.must Provide the Depart., eDar I Ifyou do clot wish to K with an ema7 address if they have one.The Please provide the Department with anemailss Pmvidpd May be used for offlicial�uaddress which can be made available to the pubrrt To determittim email addresses am pubtiche fi yreco"ah are a r supply Chapter 4 S.Pose click hem Product Apyrova!Scceptin- S .yAfErltilS GENERAL NOM. 1.BERTHA H.V.,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVA DATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUFFTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WAND 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=O.8S,USING ASCE 7-10 AND SHALL NOT EXCEED THE M"UM(A-SA.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASA.DESIGN WIND LOADS - - AREA• .- HV BLADES M Et Q BY MULTIPLYING THETA BY D.6 IN ORDERED COMPARE THESE W/MAX,(AS.D)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 J=USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FAC7QIR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATTYPICAL SHUTTER ASSEMBLY 38-44 SHEET d ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 /0214.01-03,#0715.01-03.#1004.01-05,/1214.01-05.®0317.02-06, J0609.01-10 AND/0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASIA E"1886 AREA 2: ,ry R dF1AN( HV WINDOW RI,ADF AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE CWHERE PPLICABLE} -HV WINDOW BLADE 0/0805.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL.0.WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL 'TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEEET 6 2.W AWED AND)HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMHTATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS 0-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/14x2.75"AND}144,75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS W SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 6.1 YIELD STREMBRIN AND 180(,sl TENSILE STRENGTH.FANS SHALL BE COATED WITH BERTHA HV DACROSHRELD COATINO SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE LN MARKING ON THEIR HEAD. 4.ALL AUJ14NUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 60636 ALLOY IS 30.0 kai AND 35.7 Lie!FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5,ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kat MIN.YIELD STRENGTH AND 90 kat MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONGRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED SLEET.OR AISI 304 OR 318 SERIES STANLESS STEEL WITH 35 Imt MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE-WOOD SHEET is 7.SEE THE EDLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:IN BLADE 0; 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE ID&0 WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT/6'779582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT(5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET t8 METAL SUPPLY.M 9.IT SHALL BE THE RESPONSIBILITY OF 7H£CONTRACTOR TO VERIFY THE SOUNDNESS OF LTTE STRUCTURE INNER£SHUTTER IS TO 8E ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR l0 SFAL/CAUUH AREA 3 WINDOW BLA12E A ONLY ALL SHUTTER COMPONENr EDGES WHICH REMAIN,THRU FASTENING M CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WING/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 T0.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOR-DURING PERIODS OF HURRICANE WARNINGS HOME HV OWNER,iE?NANT,OR OTHERS,MUST PROPERLY CHASE ALL EIV AND HD - , CENTER ARTS AND ENGAGE OR LOCK ALL AND HD LOCKS. AREA 4- W WINDOW BLADE(f)ONLY 11.SHUTTER MANUFACTURER'S(ABEL SHAU.BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE ONE LABEL.SHAU.BE INSTALLATION DETAILS,METAL STUD WARS SHEET 20 PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(o)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERFC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;La.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.C.D. (5)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON TRIS PF-D,,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (D)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. d SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AHD WHO WILL BE IBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO NEB$LATTER THEE SITE SPECIFIC DRAWINGS FOR REVIEW. (6)ORIGINAL RED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. E FLORIDA BUILM CODE(Non High Velocity Hurricane Zone '�E- . j/��YiA�� ®2015 EASTERN METAL SUPPLY,INC. �1Cfl�Y �� y .., BERT"A H1M D. { _ 1L E C ■C. �■ ■ ■�■ Accordion Shutter System '�^ FIV.6lADE#1 W/OR W/o ETV.WINDOW B.PDE American Shutter Systems DE9clamoN DATE DRAWN BY; M.L :3F` TICCIT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 11-192 4/13/13 DATE. 4/13/15 �F.. 5355 N.W-361A,SL.SW,SD3,W[RGINIA GNi 96.FU3WA 331 Pt-6:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive x ....... 1�Y4`��� c-ma£na�oo�O.c6m West Palm Beach, FL 33407 3 8DRAWING No is=0ss If,, LIE�AtA�A� WALTER A TIU1r Jr.RE 6 P.E. SEAL] {DNJ URE/DATE FLORIDA Uo.9 44167 6 SHEET 1 OF 20 8 •S', 3'.Fzm InN6oW tnsnE s N VARIES 1.911.491 ITZOQ 45 4' c 04' .09 � o 4.371 4.999' e �- 1 HV SOLID BLADE 075 5 T ®HV UNIVERSAL FLOATER m COVER 5458179QUALIFIED FOR USE W/ HV BO 6063-T8 ALLOY AND TEMPER LADE 1 ® BLADE 1 1�! HV WINDOW BLADES 6005-T5 ALLOY AND TEMPERUALIF1 D FOR U E W 60 .37 *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 8063-T6 ALLOY A TEMPER .124 2.870• .994. .000• - 6063-•T6 ALLOY AND TEMPER 3.2' 1.50" 08� 8 .856• '" ') % r 59 670• 2.226' 72 642 L— R g �!,R• $ 15• .092' 7 HV ADJ. ADAPTER WZUP 4'`36• 19220 137s• °'7 °'O QUALIFIED FOR USE'W/ HV 8 HV WALK—OVER O 'U—� O9 HV TRENCH TRACK �' 3,750 ©HV ADJ. FLOOR TRACK QUALIFIED FOR W HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W 6063-T6 ALLOY D TEMPER BLADE 01 ONLY. 1 HV RAINGUARD 6063-T6 ALLOY A D TEMPER VAEUES 8063-T6 ALLOY ANY TEMPER QUALIFIED FOR UAE W/ HV 1- 191 VARIES 1 936• 6063-T6 ALLOY D TEMPER g Max, Max. 2i 083.17• Oar .093' .093- .100 .12' .060' .060• 870 •4 'i is u y 1. P. IV 670 1.888• 0 670 3, g• 870 3 2' 0 5 11 F{}L�;EIUNG HEADER 1® HV HEADER/SILL 13 HD CEILING HEADER/11 L - 0 IFlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE(1 ONLY 14 HD WALL HEADER/SILL 6063-T6 ALLOY AND TEMPER"' QUALIFIED FOR USE W/ HV BLADE 1O UALIFIED FOR USE W SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I] COMPONENT A D T1 TZ % Y t X ABL 7 1@L t 2' 2' 0.125• 1' I' .082' Q 2• 5•MAX. 1/8' 1/8' 3' 3' 0.090• 16 2' 5'MAX. 0.192' 0.192' 1� SIDE ANGLES 20 GORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5" 7'MAX. 0.190' 0.190• cTUALIFIED FOR USE W/ HV BLADE10 QUALIFIED FO-k USE W/ HV BLADE 1Q 6063-T6 ALLOY AND TEMPER BLADE V ONLY. ® 2• 5'MW 0.139' 0.131' I 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High 1lelocit hurricane one 'NP TIC '/ 0 2015 EASTERN METAL SUPPLY, INC- BERTHA BERTHA HVTM F .• ENSF A Accordion Shutter System Iii. ■ ■ ■ H.V.BLADE#1 W/OR W/0 H.V.WNDPN BLADE k= Amerfoon Shutt®r Systems ZEV. DFscwPnoN DATE DRAWN BY: M.L 71LLJT TESTING k ENGINEERING COMPANY *' S PTE Of 0353 N.W.3618 St,Ste.303.NRG;M GWO NS,FLOROA 3316 268 Westro d Inc. 1 OLD 11-1sz 4/13/15 DATE:- 4713/15 No Plwna:(JDS)B7I-1530.Fax:(305)871-1531 4268 Westro°ds Drive z DRAWING No 00067601.cwn West Palm Beech, FL 33407 3 15-085 iii it�'••. ',•\�`�� R A.T 6710 —4- WALTER /ONR��o`�� �F1DORIOA u.#UFT aa167 3 SHEET P.E. S� +Jf�Gih�(��E/DATE 1 6 2 OF 20 4 600" READD) .745' 10T-21),I/ 1�4'20 DOE CAS7 ..2 =pW �Z-20 9 .745" &S.U.T'D _O(E CAST (Z Typ-) HOUSM'eyMa. 6. ;01 ;aq(o PAM* MINOR. C4 a 318 ORMASS FIRM CYLINDER *-84AU. & (MIROUE PIATM) QU I FOR USE W/HV BLAD (9 ONLY HV FLOATING CtNTERMATE MV LOCK HV EGRESS LOCK 606 TEMPER QUARED FOR USE W/ HV BLADE(g&Q_0 ONLY ED FO WL/HV QUALIFI)ED(B)IR USE W/ HV 6063—T6 ALLOY AND TEMPER (4 Hy RNER CENTERM&U BLADE ON Y. BLA E & @ ONLY. W1 HV BLADE(D ONLY 250*OD. 2*a74* 6063-T6 iZ�OY AND TEMPER PLASTIC N 1.7!ig" 92 2. M 360'wrER RNEnNO TH Lif BEFORE IRVERNG 1/4-0--20 X 3/4' E1SCgEX 1 XO-20 RIVNUT* *SERIES 9444 ALUMINUM(2024-73 AIM LARGE FIANCE THIN SHWr NUTSERT.PART#0620.AS MWtIFCTURED BY AVOID. PLAN FRONT aFVATiON W4 CHERRY TOWN.PARSIPPERY,NEW MW 07054 OR EQUAL MALE "T" LOCK CENTFRMATF 4.5sr _4 LOCKER EQR -T LOCK CENIERMATE QUALIFIED FOR USE W/ W BLADEQ)ONLY MATE HV 'T' LOCK W ALTERNQVEh!;�X QUALIFIED FOR USE W1 W BLADE@ONLY 6063-T6 ALLOY AND TEMPER HV EEMALE "Tw LOCK CENTE QUALIFIED FOR USE QUALIFIED FOR USE QUALIFIED FOR USE W/HV BLADE ONLY W/HV BLADE ONLY. BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPEP 1.917 THUMSTURN .003' CYLINDER OR KEY C(LINDER .2114' .545� 0. aw wo. @.HD .40 t - .126'Mom, QUALIFIED FOR MATE Wj NO I KING ROD HD CENTERMATE WZ LOCKIJIG RQ ai 'd 0 USE W/ HV SLADEQ)& JJA QUALIFIED FOR USE W/ HV SLADE(D&QA) 0 6063-T6 A AND TEMPER r LLOY 6063-T6 ALLOY AND TEMPER HD CENMRMATE'S INSKRT 4-V .. VARIES. 12"MIN, QUALIFIED FOR USE W1 HV BLADET&0 6063-T6 ALLOY NO TEMPER 1/4*0-20 SAON/fro-is *1/2- CYLINDER 00 OR KEY C-70 *IT CYUNDM 1 57 Mi. 1.13-Max. LOCKING RO Cy. W 1 375'0 1/4*0 HD LOCK QUALIFIED F-0—RUff-W W BLADE@ 6063-T6 ALLOY AND TEMPER HV 3/8-0— (St w 304 BY REGENT HARDWARE MORPSE LOCKS SERIES 23P3 HOOK BOLT LOCK QNSTALLATION WILL REQUIRE A 7/16' HOLE THUMMCREMS '91ERIES M QUALIFIED FOR USE W/ HV BLADET& @ DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W/ KV BLADE(D FLORIDA BUILD11 CODE(Non Hi2h Velocity Hurricane Zone, ............ 0 2015 ENSFERIN METAL SUPPLY.INC. BER MA HVTM ('Elise Accordion Shutter System MI L ECOINC. MY.BADE#1 W1 OR W/ID KV.WINIM IXADE A.S.S.A 4�1'1 butter Systems TEV.ft DESCRIPTION DATE 13- L TILLIT TESTING & ENGINEERING COMPANY 2 Y. 47_ -_DA�TD�4/A/1�5 am Kw.3M St.!A�M,VIRGINIA GhROEM.FLORIDA 3316 Association, Inc. I OLD 11-192 4/13/15 4268 Westroads Drive 2 Phono:(305)871-1530.Fox:(.305)WI-15311 ——DRAWING No ......... -H:Uft_.0W._. West Palm Beach. FL 33407 10 EB-00US719 15-085 fo ON WALTER A.TU.UT J,.P.E. 1P.E. SFAL/'T'1'G'NATURE DATE FLORIDA U.�1 44167 SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR H V H V 3/8"0 12'MIN. LEMNCE 825' 41 TO BLADE P HV BLADE 1 4 3 1 .1a7s'� o asz5 .82s' ® HV BLADE lA 3 HV WINDOW BLADE A825 'T..i,,,w x-x Q) < BLADE'S '9 OPENIN .1875' Y HV LONG RECESSED NYLON BUSHING Y n KNUCKLE .0825 3 �5 �) 0.08?5' HV SHORT RECESSED NYLON BUSHING 0 R1.7 ® HV NYLON HAT WASHER (D OR ® ETAT PoRnoN �� 350' N � � ® HV WHEEL CARRIAGE AISI 302-303 SERIES I 1 N 4 4 X 0.870"x3/16"THICK NYLON WHEEL 3 I I N 2 7/8'MIN. HV WINDOW 315'0 SEPARATION 03' 3.7500' 0.188"0 AISI 302 SERIES S.S. RIVETS eErwEEN -D625• 0625' ® HV 1 3/4" ACCORDION PIN W1,#8 HEAD * EXTERIOR OPENINGS oBLADE ff c 3/`�S WON 500 ® [IV 2 3/4' ACCORDION PIN W/ #8 HEAD * 41 4715" 4 i" r4 •*s 7 � ® POLYCARBONATE IMPACT RESISTANT HV WINDOW BETWEEN TYPICAL HV WINDOW BLADE It�A AND i o 3 POLYCARBONATE HV WINDOW DETAIL "VE N.Ts. NOTE FOUIREMENTS) OOR ® I *PDI YCARBONATE IMPACTRESISTANTHV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC r LTO BILADE ME INNOVATIVE PLASTIC LEXAN 103 RESIN PIN qEQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR (SEE NOTE "F" ON SHEET 19). I Q OR' ®(1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR � BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR T�7 POLYCARBONATE SOURCES FOR EXTERIOR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY nwx PaaERITES � RE3TImGE Y,i>A9.A 1®{ (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT Nv PIN®QexrlOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324- (SEE NOTE t FOR SPECD0 CAWRY AMY 0782 0.00 mA� M043 ID/Ii BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. 3 REQUIREMENTS) .04 "1^ TETISGE YIELD STRENGTH ASTM Dw &400 PJ. 9300 P•al EYP. FLEXURAL STRENGTH AT YIELD ASTM 0790 12000 P IJ. 14400 PSL (3) HV PIN ® OR J@ W/ 1/2" O.D. 1/16" THICK S.S-. WASHER O nZOIR1L MouAus Am DM 7+0.000 P.eJ. MAW P..1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, seICH Dvo ASTM Doss 1e Fr-m/a n m Fr SHEET OO ! E Mg SEg10:DENSITY ASTM D2313 47.2 i 043 x IEAX EMBLY LAYOUT DATE DP Bummc /SSM D C-1 aAa o-1 CLASS SELF GNTDON ASTM-DIM 1040'F 800'F !!» ASTY 0155 TENSILE STRENGTH AFTER NEATRORNG AM W9302 PJ. 0810 P•7. M HV BLADE SOLID & d� BY WINDOW BLADE DETAILSTENSILE �°"`W 'SHS 940,"°'. am P.O. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricone Zane ©2015 EASTERN METAL SUPPLY,INC. �.''�1C6N �'�l�'% A � TM L E 0O t n� Accordion Shutter System TIL BLADE#1 W/OR W/o KV.WINDOW BADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: ML lTILUT TESTING & ENGINEERING COMPANY *° Association, Inc. , OLD 17-1 Bz 4/13/Is DATE: 4/13/15 ATE OF - 8355 N.W.36th.SL,St.305,MRGM GARDENS,1LOm0A 3710 Ph. (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No c<ss.ORIDP ..������ —0:tilt-9PP1— West Palm Beach, FL 33407 3 15-085 .,;pNAL ENG`�A1.�` WALTER AEB-�DU.Iff "P.E s SHEET P.E. 9YAf61WTURE/DATE FLORIDAuP./aa1s7 6 4 OF 20 A B C CENTERMATES: 0 ® w ` Y x s r o ONE HV LOCK 2@ or®SHALT.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR 8 OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INST 710 T 141 ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To OR CENTERMATES W1(2) 1/4'0-2 x 1/2'LONG FEAT HEAD S.S.M.S, LOCA71ON OF LOCK SHALL BE AS INDICATED ON TYPICAL SH ON. 18 2. 73 E9 w+ I DESIRED, FOR Bf"fTETt PERFORMANCE OR FOR SECURITY PURPOSES. UP 70 1W0 HV LOCKS OR Y E USED AS AN INSIDE OR OUTSIDE LACK.CONNECTION OF LOCKS TO CENTERMATES ORsLOCARON OF LOCKS SNDA BE AS INDICATON NOTE ED ON TYPICAL,SHUTTER ELEVATION. H — �� 4 o �__,,�� ,,fi�gg ,,yyam�• .LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION. BUT'MAY `""EJ01�°ftl':J°R'CY "® E USFII IF pESIRED TO ENHANCE SHUTTER PERFO MANCE, LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING P08MON (NON HURRICANE POSITION). .. 4.M/J8p70RY COt111110M i2 ONE FN LOCK 0 ,SBE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HV LOCK or® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ilk ATTACHED TO®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS $ xx-KYc AT TOP&80 OM SHALL 13E 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. 3D A312 2 5 S>w af4 € ONE WNDMOIN#1 VALID ONLY FOR IlM LMA ALTERNATE FN LOCK MAY BE ED IN LIEU OF HV LOCK or FOR ANY SPAN AND Qg � iNST TIONS AT ANY ELEVATION.AL NATE LOCK 0 MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT r x 9 P+ OF 1%4'0-20x3/4'S.S.THUMBSCREW TO®OR @ GENTERMATES SHALL BE MADE W/1/4'0-20x3/4'ALUM. RIVNUT AS SHOWN ON SECTION HW, SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANaffm fa FIOR KE11,11C1NF_5i0 IN.Rr�t�ROFI�i ONE HV LOCK 0 or @ or I&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 W.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LACK @ oror @ MAY BE USED AS AN INSIDE OR SEE END OUTSIDE LOCK,ATTACHED To®or®SYMMETRICAL CENTERMATES W/�(2) 1/4-20 x 1/2' LONG FLAT HEAD S.S. CONNECTION M.S.-LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER 8"ATION.USE OF LOCKING RODS 0 W1 DETAILS ON Dr OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. SHEETS 10& E x S K L Y P Q R Y W x 18 TYP. FULL II HEIGHT OF CORNER *NOTES ON HY "T_„LOCKS AND CENTERMATES, Yom CENTERMATE 1 ! ONE ALTERNATE HV Y LOCK MAY BE LkS ALLED IN UEU OF HV LOOKS OR FOR ANY SPAN AND m m 6 m 8 m 0 a m I ALLATION AT ANY ELEVATION.AL TE LOCK o0 Y BE USED AS AN INSIDE OR 0 IDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER',AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE //1O .0 @-@.0 /1�7��+�m CONNECTED TO CENTERMATES @ AND 0 W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT Wj 718'0 x 3/32' WINGNUT OR V.a'@-@`0 F�°° MAXIMUM ABOVE At D•BELOW1MIOSPAN. USE 4F TW1O LOCKING RODS( )8'RIVNUT. TO MAY BE INSTALLED AT MIDSTORY. NOR 12' �TOP AND SGTTOM IS MANDATORY. *NOTES LOW A; TYPICAL In V SHU E 1. w'"° k E ALTERNATE HO LOCKQ MAYBE USED IN UEU OF t.,t-. B�-ADE ]JER ELEVATION FN LOCKS OR FOR ANL'SPAN AND INSTAUATIONS AT ANY ELEVATION.ALTERNATE HO LOCK B)MAY BE USED N.T.S. AS AN MOE OR OUTSID LOCK.ATTACHMENT OF HD LOCK 0 TO 0 11 W/3/8 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HUB-HvB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTAU.ED AT MIDSPAN OR 12'MAXIMUM BROW OR ABOVE MIDSPAN.USE OF LOCKING RODS @ is COMPLETELY OPDONAL. FLORIDA on High Velocity Hurricane one ®2015 EASTERN METAL SUPPLY,INC. �'`` ct �a?� �CErrsF '% gyp► BERTHA HV'TM ` i► 1 N e. �■ ■ ■�■ Accordion Shutter System OR W/O RV.VANDOIY MADE KV.BLADE#1 WI/ l - TILLIT TESTING & ENGINEERING COMPANY AmeTiC(an Shutter SysfemaIEV.N, DESCRIPTION DATE DRAWN sY: M.L. a STATE 4F Lr1 8358 NA JRK St.,Sts 303,VOCIM GARUU%FLOMA 331M Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Ph ono:(34S)B71-1530.Fox:(305)871-1831 4268 WDstroads Drive 2 o—m d:GTt—ft.1—on S•........NGL`�.� West Palm Beach, Ft 33407 3 DRAWING No m-0008719 15-085 F''4qf0NAL `,I`A W+a Uo�utai D P.E. SEAC�t(it#}SURE/DATE 6 SHES OF 20 POURED CONCRETE ANCHORS i WK gyµggN I uN.BEPARAlIG1 1 CONCRETE (SEE SCHEDULE ON SHEET 13) I ro aA§5(SFE 1 OR ®� y REQUIRED EXISTING I I ssT.r it) 3 EDGE OF I G m I a GLASS__1 —_. , _SLAB I W S3EF.T ID fW N OIAA 9 APPLICABLE LE EXIT 9AOFSmIE® a (91=1`_ s¢SCROLL. ' ON 96Ef 11) \ 1 1 i l ALTERNATE t l i i i i t EXISTING/ ANCHOR tt GLh55-' r LOCATION 1 ¢10x3/4'HDC WASHER HEAD i I EDGE OF 11 13 OR 1$ i 3/8 MIN. TEK SCREWS O 12'O.C. t 8 LAB IF L:�:3/6 u CONCRETE ANCHORS t APPLICABLE I I O6 + 7 (SEE SCHEDULE ON SHEET 13) EpGE OF STTNGII SLAB IF �GLAS5�7 I I EDGE OF I 1 _ II EDGE OF APPLICABLE MPUGBLE ..0.SLAB •q�2 1 Ae SLAB IF POURED FLAT READ CONCRETE ANCHORS m APPLICABLE POURED D. CONCRETE (SEE SCHEDULE ON SHEET 14) CONCRETE REQUIRED POURED REQUIRED FLAT HEAD CONCRETE ANCHORS aA�mm Eg 1 OR ® REQUIRED 0. D. (SEE SCHEDULE ON SHEET 14) I1 .TRENCH INSTALLATION ADD ONLY FOR UP TO +70, -75 PSI=A.S.D. Q HY FLOOR INSTALLATION t ( HV WALK—OVER INSTALLATION DESIsciHGN PRESSURE RATING &FOR SPANS PER ® HY CEILING INSTALLATION 03, SHEET EXISTING-.{rte— —(tp—N.9_N TO UAW NCRETE ANCHORS I W. (SEE SCHEOULE 0 t ' 'OE sRtt 11) 1`(SE4j" = O SHEET 18) 1/40 A�TAPOW,W 0 . ON ' I I EXISTING TQHHOUXY OR 1/419 POWERS EXISTING EXISTING�I CUSS--t FASMMS TAPPER+ANCIOS 1%CLASS GLASS -I( SaImt0.E I RT 1D `l t IulSP�fMiDN l0 O.Q1 3/4'WN EMOURMiT 0 B'i I 4''O.Q FORM Up SPATS LARGER T" TO 8-0`M APPLY 1/4' 1 1 SEALANT AT EYERY FASTENER HEAD N DYP•)(SEE NOTE tt ON SEEN tt3 8 Wte* i i E, sFCR LIAOTA1gNS MAX. 15 I WISHER HEAD CONE.SEALANT - Mtn. bREWS K2C0 8ii Ii ?#74x3/4" HEX HEAD 1 8' . . n t/4'�-20x7/4'ss YSTEKSCREWS 0 B'D.C. 114x3/4'S.D.S. _ ___ i 1/4' .-•, d.•: OSIHC1/aY-20 NUROR 1/4`0-20 5.5.M.S. CONCRETE ANCHORS 6 +O 3/ C.® ' .C. (SEE SCHEDULE ON ®9'0.C. 1 .^r. •'i•: InmfA110 NONE I SHEET 14) ------ ______ 17 OR 16 / ..:2.00 MIN.`. WNL IRM(DECORATA'E 1 2' 1' 17 R 18 '•1.+ E. +� SOU EDGE OF I i SLAB IF 14x3/4'F.H.S.D.S. •,MIN:':' POURED CONCRETE APPUCABLE D B'O.C. -� + REQUIRED CONCRETE ANCHORS SEE NOTE 13(b) EE NOTE 13(b) :'•..•.••`•.. D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 •°'ter'' ••- p, OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK ®KEPONE LL40UN71NQ INSTALLATION OPTIONAL. POURED REQUIRED OK HY WALL FLOOR INSTALLATION MAXIMUM ASD.R SPA FB'-O-�Eea._T2 wt CO.� © HY WALL WALK—OVER INSTALLATION IAgLLdilEl SNIRIFR SPAN B'-0' REQUIRED QJ HV RAINGUARD INSTALLATION t tic NOTE FOR COMBINATION OF SECTIONS: M t REMOVABLE YEF(THIS TIEN PERFORMED E. D. =EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE UMI ARONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SLE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE Id! ON SHEET 1S INSTALLATION DETAILS W j O HV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY Ta SUrr ANY INSTALLATION. FLORIDA BUILDING CODE 19o2 5 EAS Velocity SUPPLY, I C- one ®2015 EASTERN BERTHA SUPPLY, INC- P"A:.f1CC%TJ�., RTE M HVTM .�P• �\rENSF •'��''_ /► A Accordion Shutter System 7 E ® in.. ■ ■S■ ■ H.V.aAOE#1 W/OR W/0 HV.WINDOW BADE *.,• �1� /��--:>fr- American Shutter Systems Ev,H. DESCRIFNONDATE ORAWN BT: YJ_ o'•, STATE OF TINT TESTING & ENGINEERING COMPANY Association. Inc. , OLD 11-182 4/1,3/15 DATE: 4/13/15 8335 N.W.361'St..Ste.305,VAGINA GARDENS.ELORDA 7310 4'168 W6stfOOdS Drive 2 DRAWING NO Phone:(305)071-,530.Fax:.(308)87,-1531 1 5-085 \`� a-m Ee u-0008719.mm West Palm Beach, FL 33407 x�AI (,S�••..nn••• WALTER A TLUET Jr.RE hAAI ONf1L 11A\\\ FLORIDA Lia d 44167 s SHEET P.E. S YSIma"uRE/DATE 6 7 OF 20 SEE END WALL ILS ON SHEETS 10 & 18 t A {j'�p �^' \t j SEE NOTES ON LOCKING RODS 3®,HV LOCKS Q nr(2Q t t INSTALLATIONS tir f NV MO ALTERNATE HV(ACK 0 ON SNf1ET S. O6— 90' IN /--EXISTING GLASS rI(I/ BLADE [' Cpl/ �` *�BLADE SLACK DETAIL HW IS VAI1D FOR ALL BADE HV CENTERMATE$ CENIERMATES APPLICATION IWTOI eLADE01 m�u1Q«O6R�x Jp.�u (20 OR SEE £ttD WALL G4NwECT10F1 � 0-@ «©06O«O«�� EXI50NG GLASS ---------------------- 2k2'xt/8'x0'- 1 I ®•I S'qa�t�as,�•I�S 3 ,/4• 7" G'1,2•___._.__—__—._7.._^_"——"'—— —-� (6083-T8 ALLOY)ALUM. ANGLE W(2) I/4.0 TAPCON «� OPPOSING. SYMMETRICAL TO CONCRELE I/2' 6x trop/eoTrotl)a CENTERMAT S (b)�i0x1/2•S.M.S.70 1UHE i 0Loxs/a•s.M.s. 12• CENTER RTES Mtp_ CLASS C.FULL LF.NGHr. DC ff4Or �- (SEE SCHEDULE AT EACH ANGLE(TYP) W1 HV,LOCK � or 5 IN * 3 ON SHEET 11) � � 1 Q«Q��,o OUT }p"'®a+p©y�+��at t(l�i7a�j ort HVA HVB ��,�}��«/mat$ w+,o«�a+ SVC POURED CONCRETE OR (D.o- '-(D+`-"v«6E ' I }pafY®Y'mP1©lL«V�wP�(j��G�,♦ oa �EXt5RNG GLASS CONCRETE BLOCK WALL POSTINGU ED .�a17 .... —__.._—._�._.____— —� �:/«�at....-,.F__—.. --- LASS SYMMETRICAL 6 ' ' °" 6 ` MIN.SEPARATION «� EX15AN ATEINa a } « OGLASSGLASS 1 ; « � (SEE SCHEDULE* INTERIOR} �:lONSHEET T1) MIN.SEPARAT ^E GLASSOPBON __(SEE SCHEDONSHEET1 (INTERIOR) ---_—ClUT ---- --- --- coNeRANCHORS B 1 16'Q.C. / A3VARIES OUT 0 1/2'MAX.SLACK UT (EXTERIOR) H V E H V F** HVD L FLORIDA BUILDING CODE(Non High Velocity Hurricane bone 1111Nti1 Niiii! ®2015 EASTERN METAL SUPPLY,INC. BERTHA System � Accordion ShutterILis� AnwSwww KV..IAX E#}W/OR W/O KV.WINDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter SystemsMV.I. DESCRFTCKDATE I DRAWN Of. L. OF ;r> 6319 N.W.361n.SL,SN.363,VIM GARD ,nzRMA 3316 A9SoatCttan. Inc. 1 OLD 11-1Gz S iS/L5 DATE: 4/13/15 (309)871-1530.F6x:(308)871-1331 4268 Westroods Olive 2 DRAWING No Moil:GK6C.Bntll. West Palm Beach, FL 33407 3 15-085 ED-M0719 lri� WALTER A n.j ar.P.E. a SHEB P.E. S�sa,i tP�{E DATE FLORIDA un.i aa167 s 2 SCHEDI)t_F #1 SCHEDI,1(F � •HED F #'i MAXIMUM SHUTTER SPAN` "L+"OR "L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER,SPAN*"L+- . (ft.). FOR INSTALLATIONS W/ OR 1-" ft. FOR INSTALLATION LEGEND NOTES: S.EER619TEr: &®ori or INST� ONS Wj) R "L-" (ft.) INSTALLATIONS CONCRETE & WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® qr,Ev or or •c MANSpRy POSITIVE A.S.D.XIMDESIGN PRESSURE RATING. HD LOCK @ Wf NO LOCKING RODS or ONE FIV LOCK ar Or 8t W/ ONE HV LOCKS PO MAIC ALLOWABLE SPAR FORA GIVEN NEGATIVE CENTERMATES @&®W/ ONE HV •T" W/ NO LOCKING RODS of 03 W/ NO LOCKING WALL & B, C. D, E. M, N, 0, P, Q, A.S.D.DESIGN PRESSURE RATING. LOCK 0 W/TVIO LOCKING RODS(5 TOP & (SEE NOTES t,tt) MOUNTING F. K& L R. S. & V. BOTTOM SEE NOTES (VALID FOR MOUNTING Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G, H. 1, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: UAMUM CONCRETE&WOOD INSTALLATIONS w�ouiw CONCRETE&WOOD CkAXLNM ONCRETE MOUNTING & M '1'Sp A.S.O.D1gd1 A5D DLR.GN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, RATING WALL MOUNTING FLOOR El PIRS%ft WNL MOUNTING t7a=FC RATNG NOUNTMC 0ATT,0 & ItATINo n.OgR/craUNG MourmNc DETERMINE MAXIMUM SPAN 'Lt°FROM SCHEDULE. {+01t-) F100R/CGNNO MOUNTING (n.u.tJ OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, FLOOSr NL MotkiRNG q DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE L+ ( L-IQ L+( L-(RI L f ft L-(0) L+ iN L-(IQ O MAXIMUM SHUTTER SPAN 1+"OR "L-•FOR 30 OR LES 161-0' 16'-0- ts-0 76770' 30 FIZ-S" -O' 16'-0" 30 16•-O^ i6'_0^ INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'-10' 15'-2' 18-0 35 10" 14'-10' 35 15'-2" 16'-10• 105 p5f.A.S.D.DESIGN PRESSURE RATING. L11S31�+SCld DETERMINED SPAN BETWEEN 1+'AND 1- 40 40 10" F3'-l0' 44 iC-2" i5'-2 (3)PROCEDURE TO DETERMINE MAXIMUM SPAR FOR 45 13•-1' 13•-1• 13'-4" 14'-3• 45 -1' 13'-1 45 13'-4" 14'-3• 1' HV CORNER CEHTERMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 t2'-5' 12'-5' 12•-8' 13'-7' 50 12'-5• SO 12'-3' 13•-1" MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: III- 55 TO" 11'-10" 17087- '5 1'-1" 1I'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION 02 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 11`-#' 1i'-4• 11'-7' ,2•-4' NOTE 05,SHEET 5. $0 4 11'-d' 0'-2" 10'-1 t' RATING: 10•-1 - - 1-11' 65 10" 10'_10" '-5" f0'-1" DETERMINE; 70 10'-8' t0'-6' ,O'-9' 1Y-5' U+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 ,O'-6' 10'-6" 9 9-4" Ls+=MAX. SPAN FOR Ft00RJCEfUNG MOUNTING 75 10'-1' 10'-1' 10'-4' 11'-I' 75 10'-1' 10'»t• - tt'O(CEPT THAT MAXIMUM SHUTTER SPAN 1+'OR INSTALLATIONS. 80 9'-10" 9'_10' i0'-0' 10'-9' 80 9'-10' 8'»SO' 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR 85 9'-•6• 9'-6• 9'-9' 10'-6' 85 9'-6' 9•-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE AS.D, DESIGN PRESSURE 9'-S• 10'-t' 90 9'-3' g'-3' SHALL 8E UMDED AS FOLLOWS: RATING: 95 9'-0" 9'-9' 9'-2' 9'-10' 1- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE _ 95 9'-O' 8'-9' It-=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9" 8'-4' 9'-0 9'-7' 100 W-9" 8'-4' LIMITED 7O +64,-72 p.s.f.AND 8'-0•SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 105 8'-7' 7'-,i' 8'-9" 9'-4• MOUNTING @ ON SWEET 7. INSTALLATIONS. 105 B'-7" T-17' 110 8'-4" 7'-7" 8'-7" g'-2' 110 8'-4' 7'-7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 T-3" 8'--4" 8'-U' 115 8'-2' - T-3' MINIMUM BETWEEN 11+","L2+", "L1=AND'12-" 120 B'-D• 6'_l,• 6'-x" 6'-s" 120 6_D• 6-11• SEPARATION TO GLASS SCHEDULE 125 7'-10' 81-81 8'-0" 8'-5• 125 7'-10• W-8' (4)GO 70 ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 13p T--6. 6'-S' T-10' 8'-1' 130 7t8" 6•»5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7-T s'-z• T-9' T-9' 135 7'-7' 6-2• WIND ZONE MINIMUM SPACING. 140 7'-5• 5'-11" 7'-7" 7'-6" 140 T-5" 5•-111 ASTM E-1996 SEPARATION C6'-7* '-3' S'-9" 7'-5` 7'-3' 145 T-3' S'-9' TO GLASS 7'-2' 5_.7 7'-4' 7'-0" 150 7'-2' S'-7' -o' s-5• 7'-z' s•-9• 155 T-a' s-s" 1 THRU 3 '-it' S'-2' T-1" 6'-7" 160 6'-11• 5'-2' '-f0• 5'-1' T-0' 6'-4' 165 6'-t 0' S•-,' •-9' 4•-11 W-11' B-2 170 6'-9" 4'-11' '-7' 4-9' W-9` W-0" 175 W-7"'-6' 4-8• 6•-8" 5'-10" 180 6'-6" 4'-8° E"� BLADE '-5' 4-6" e'-7' 5'-e" 18510'-4' 4-5' 6'-6" 5'-6" 190 6-4 4'-6" '_3' 4'-3' 8'-5" 5'-5" 195 6'-3" 4'-3''-2' V-•2' 6'-4" S'-3' 20O 6'-2' 4'-2" '-r 4'_r a-s' s-r 205 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone tN\\111111L,lrtt I7�7t,' ©2015 EAST�ERNt MMEET'%ASL S�U''PPLY,,INC. NVTm �> O� p Accordion Shutter System j FLY.BLADE#1 W/OR W/O H.V.WWW BLADE "+" = TILUT TESTING & ENGINEERING COMPANY Amer{can Shutter Systems ,x, DESCRIPTION OATE BRAWN ITY:MMXY. G, ' •* 6755 N.w,0su.5L•ste.305,YIRQNU ci✓mt7+G.rTOROA 331 Assoclation. Inc. , OLD ,7-1g2 4 13/15 DATE; 4/13/15 _ Phone:(305)671-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No \- o d:5Itccneao.c West Palm Beach, FL 33407 s ''.,�t()Pi��1P.,•'a: CO- 6719 ODD F� 1 �� WALTER A.RLN Jr.RE 4 15—p85 0 E/DATE FLORIDAU..111 4a,s7 s SHEET 6 11 OF 20 DmGm WE SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MDUNTft4S E.G.n H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED BLOCK POURED 00"C TETE (A) TO EXISTING POURED CONCRETE (Mn.Ye-3 kal) (9)WALL SILL MOUNTING ©CE LING MOUNTING O FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.Own.Pe=3 wq MAXWAI SPAM ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECNI.N COMPANY.(Min.Pc=3 Ike]) (R) kSD•OEM IflWK PRESM PMIIR'ICW&SA OEM f♦OGU6£Rtm111S MTN .DESICH N IM PRWI E RATING 64 1/4.0 BLUE TAP CONCRETE ANCHORS W/CM AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min,f'c-2 kel) 30 F4-0F6-0T7-5 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 780 205 TAPCON OR -1/4'0 EMPTIER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 2 O B 8 e 6 55 14 12 10 9 8 8 6 e t4 12 B B e 9 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC_ 3'-0' 14 12 f0 0 8 B 8 e 14 12 f0 0 8 0 8 8 I4 72 10 9 0 0 6 8 THREADFORM TECHNOLOGY (MIO.Pc-3 k81) Oft 14 2 10 0 8 6 6 6 14 12 10 0 8 8 8 6 I4 12 10. 9 B 0 8 5 ALL POINTS SOLID-SET/CAP 14 12 10 B 8 8 6 7 14 12 10 9 6 8 6 6 14 12 f0 9 8 5 6 6 BLUE TAP'W/CAP NOTES: 14 12 10 9 B 7 55 3.5 14 12 10, B 8 6 6 6 14 12 10 9 8 B 5 6 TAPPER+ AL1)MINIMUM EMBEDMENT INTO POURED CONCRETE A ANCHORS OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPER+ ANCHORS IS 1 3/4,AND FOR 8111E TAP'W/CAP ANCHORS IS 1 1/2-. 4'-0- 14. 12 10 B 8 8 6 8 14 12 10 B 6 8 6 8 14 12 10 0 8 B B 55 14 11 10 B 8 8 5 4 14 12 10 9 6 8 5 45 14 12 10 9 8 0 4 15 AL2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALT.POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NOEMBEDMENT 14 12 10 0 8 5 6 4.5 14 12 70 9 6 6 6 5,8 14 12 10 9 8 6 6 45 INIO STUCCO SHALL BE PERMITTED.1/4.0-20 SS.MACHINE SCREW USED SHAM BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 14 12 10 9 75 S.5 3.5 - 14 12 10 B 8 0 B 8 14 12 10 9 B 7 55 4 •ESTE wAATgN'+aF'15E tn9 1'MINIMUM FOR WALLS WITH NO STUCCO. 5'-0- 14 12 10 9 8 8 6 B 14 12 10 B 8 8 6 &S 14 12 10 B 8 8 8 4.5 81ADE IN ON�T 19 14 12 10 9 8 7 4 -- 14 12 10 9 0.8 B &B 14 12 10 8 6.5 5 3.5 3 AL3)IN GSE TWAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 t0 B 8 7.5 4.6 - 14 12 to 9 8 B 8 4.511412 10 9 B- 8 4.5 75 ANCHORS SFW11 BE LANG.ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 75 65 4.5 - - 14- 72 10 B 8 75 5.5 4 14 12 10 9 5 5 45 J5 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON'VMIL SIDING OR EIFS WITH OR WBHOUr METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 f0 0 6 8 6 - I4 12 10 9 8 8 6 5 j14 12 10 9 B 5.5 •5 35 INSTALLATION INTO ENFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 5.5 3 - 14 12 10 55 1 Bb 4 3 114 12 5 6.5 1 6.5 4 3 - 14 12 1D 9 B e - - 14 12 f0 9 e 85 a .75 14 12 10 85 8 5 4 - (0) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 88 85 3 - - 14 12 10 9 8 65 45 J.6 14 12 10 B 7 6 3.8 3 - I/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDOC. 7._O. 14 12 10 9 8 6 - - 14 12 10 9 8 7 5 4 14 12 10 B 75 8.6 4 3 - 1/4'0 BINE TPPPP(OfJC1NTS RETESOLID ANCHORS ANCHORS. MANUFACTURED BY FLORIDA FASTENIRSDRELT.SCIAL.N COMPANY. 14 12 t0 B 65 4 - - 14 12 B 7-0 a 45 3.5 - 14 10.5 7 Sb 45 3.5 - 14 12 70 B.3 7 ♦ - - 14 12 70 B 75 5.5 4 - 14 t2 9 7 7.5 45 - - - 1/4'0 TAPPE7R-,ANCHORS AS J.rAC7URED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY AIA.POINTS SCREW 8017&SPECIALTY I4 11 7 55 4.6 - - 14 12 f0 9 75 55 4 - 14 72 7 8 48 3 - COMPANY OR ANY OTHER APPR(7VED U('.ENSED OR N1IHORQED VENDOR REGISTERED WDH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. IS 14 12 10 9 6 8.5 - - 14 12 10 B B 8 4 - 14 12 f0 B 65 5 3S - 14 12 8.5 7 55 3 - - 14 12 B 65 55 4 3 - 2.5 B5 8 4 3 - - NOTES: B.S)MIN9MUM EMBEDMENT INTO CONCRETE BLACK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPODN 14 12 95 7.5 6 14 12 95 B ESS 5 - - 14 12 8 B 8.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS 6 1'. 13 9.5 58 5 3.5 - - - 14 12 10 B &e ft - - f4 12 8 8.5 5 4 - 14 12 f0 B 8 - - - 14 12 10 B 75 4.5 - - 14 12 85 7 55 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'AL POINTS SOLID-SET ANCHORS SHALL.BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 75 B 4 - 14 11 7 65 5 &5 - - 11 8 55 45 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHNl.t3E 1 1/2'LONG LRNIMUM SHOULD STUCCO 14 12 8 6.5 45 - - 14 12 8.5 7 6.5 4 - 14 105 7 5.5 6 45 - EXIST,AND 1-MINIMUM FOR WALLS WITH NO STUCCO. 75 8.6 ESS 4 - - - - 14 12 B 7 B 45 - - 14 11 7 8.6 4b &5 - TO'-0' 14 12 10 9 7.5 - - - 14 12 f0 8'65 5 - - 14 12 e B 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EMSITNO WALL OR FLOOR, 14 105 7 5 35 - - - 13 95 65 5 4 3 - - 10 75 5 4 3 - - - ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.8 S5 - - 14 11.5 B. 6 5 4 - - 2S 95 8 5 4 4 - NO7FS B1)&BZ)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR BFS WON OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.6 8 S - - _ - 14 12 8 8S 55 4 - - 1J 10 65 5 4 J - FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 4 12 9 7 6 4.5 - - 14 105 7 55 45 35 11'-O' 2.9 95 5 - 12 8 B _. 4 3 - 9 7 45 3.6 J - (C) ANCHORS SFWl BE INSTATED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - 14 O5 7 5.5 45 - - - 1.5 85 55 4.6 75 - - - 95 7 45 - - - - - 14 15 75 8 S - - - 12 9 8 4.5 4 - - - (D SEE SCHEDULE BEtAW FOR EDGE DISTANCE ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. L4- 12 10 - - - - 14 12 B iJ 55 - - - 13 10 65 6 4 - - - EDGE DISTANCE VERSUS ^^'^""' c•^urn�Nr r0o ANrunOe. 12'-0- 15 8.5 4.6 - - - - - 11 8 55 4 35 - - - 8 8 4 3 - - - - MAXIMOM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3.6 B.6 B - - - - - 13 95 65 5 4 - - - 0.5 8 6 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. B 65 - - 14 10.5 7 55 45 - - 11 6.5 55 45 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT ARE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13•_0• a 12 - - - - - - 14 11.5 7.5 6 5 - - - 12 0 6 45 4 - - - FACTOR 0.8 8 - - - - - - 10 75 S 4 3 - - - 7.3 S.S 4 3 - - - - ACTUAL TAPPER} 25 B.5 - - - - - - 1 2 9 6 45 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON TAPCON WITH ADVANCED p)y POINT SOUR SET BINE TAP W/CAP 5 0 - - - - - - 1S 95 Bb S - - - - 0.5 75 5 4 - - - - D DICTAlNCE THREADR7RM TECHNOLOGY MIN.SPACING 14 12 - - - - - - ib 105 7 65 - - - - 11 8.6 55 4,s - ED. MIN.SPACING-3' MIN.SPACING-3' MIN.SPACING-3 1/2' MIN,SPACING v 3' 3 3/4' 4- 0' 10 75 - - _ _ _ _ B 7 is 3.5 _ _ _ _ 7 6 35 3 _ _ _ _ HV RED CONCRETE& p01�CONCRETE CDNOmE aaaL POURED CONCRETE s P55R-M CONCRETE A pCIFEB O012TRTE CONCRETE REDO( 1.5 8 - - 11 8 55 4.B - - 0 85 4.0 - _ _ _ _ CONCRETE BLOCK M.FD.•3 1/Y LW.FD,•21/Y CONCRETE BLOCK CONCRETE BLOCK 19lL FD.•J 1/1' FA•2 1/7 1M ED. 611L FD.•3 1 4R •3' 7.5 - - - - - - - 12 9 8 - - - - - B,5 7 45 - - - - 14 - - - - - - - 3.5 10 65 - - 5 - BLADE WORKING 3' t.o o.uo t.o 0.78 t.o 0.67 I.0 - - - - 21/2' - 0.81 1.0 - - a.57 1.0 9 - - - - - - - 0. 55 4 - - - - 6.8 s 3 _ _ _ _ IN UNISON ♦ 0.71 - - 0.51 - t0 - - O.S 0 5 - &5 6 4 - - - 2' - - 7 4 - - - - - 1 3/4' - 091 - - - 0.43 - 18'-0' 14 _ - 10 75 B 4.5 - 95 4 - FLORIDA BUILDING CODE on High Velocity HUrricane Zone TICC/T ©2015 EASTERN METAL SUPPLY,INC. 'pENSFBERT H�TM L E C O ��.. A.S.S■A■ Accordion Shutter System KV.BLADE#1 W/OR W/O KV.WHIM RAM �(�/-/ • = American Shufter Systems EV. DESCRIPTION DATE DMYM BY. N.L. gYATE OF CC TILLIT TESTING & ENGINEERING COMPANY Association, inC. t OLD 11-192 4/13/15 OATe 4/13 15 BJ55 N.W.SBth SL.Ste.305.VRMW GARDENS.FLORIDA 3316 4268 Westroads Drive z Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No �''• p�F.. OR ��`: a mall:mmc6710 an West Palm Beach, FL 33407 s EB-n WALLTEORIDAR�IT J,6 F 5 �J-ABTA P.E. YtMN fSICIMURE/DATE 6 S 13 OF 20 R4AXIMUM ASD DESIGN PRESSURE RATING a f) AND CORRESPONDING MAXIAAUM ANCHOR SPACING (jQ,) SCHEDULE FOR A GIVEN MAX SH411 EER PAN, NEGAT��G D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING YYPE (SEE MOUNTINGS ON SHEETS 16&17). U FEB !EE3T"F=;-'ATE SOMFRN PINE No. SPRUCE PINE SPRUCE IN SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE'PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD W/W/ W/ MIN. G=0.43 W MIN. G=0.36 SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS S.C.WALL MOUNTINGS B4O.WALL MOUNTINGS W& X W& X W & X P &'0 S&V S &V S&V IT971M MHD9EwasrW NWMXRMKMGW ItsItSMmmPaas(Hal UlmMWERMIEataM kmmw""HWANXw mamIw7mwNM o®x""Rm1E=(sal Ef67H=KpzmU11G(4 amIBRMR®¢RasM 101=117AMROMamenQM 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 3D 40 60 75 90 05 30 40 60 75 90 05 -0'OR 2 10 9 8 8 8 8 6 6 8 8 12 10 10 9 8 8 6 6 8 6 8 B 12 10 10 9 B 8 8 8 8 8 8 8 8 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 B 6 6 6 6 6 6 12 f0 70 9 8 B 6 6 6 6 6 6 12 10 10 9' 8 8 6 8 6 8 6 B 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 B 8 6 6 6 6 8 5.5 12 10 10 9 B B 6 6 6 6 6 5 12 10 10 9 8 7 8 6 6 6 6 5 8 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 12 10 10 9 B 8.5 B 8 8 B 5.5 4S f2 10 10 9 8 5 B 8 8 .5 S 4.5 12 f0 10 9 8 3.5 B 8 8 B 9. 4.5 8 5 4 4 3.S - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 9 6.5 4 8 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 S 4 3.5 12 10 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10..-12 12 12 0.5 8S 7.5 72 10 10 .5 4.5 3 6 6 8 5 4 3.5 12 10 10 8 3.5 - 8 8 5 .5 3.5 3 12 10 10 h - 8 6 5 .S 3.5 3 8 5 4 - - 12 12 12 12 12 12 12 12 12 12111 9S 12 12 1.5 9 7.5 8.5 9'-0' 12 10 5 3.5 - 8 8 5.5 .5 3.5 3 12 '10 9 4 - B 6 4.5 4 J 3 12 10 4 J - 8 B 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 0. 12 12 12 1. 6.9 8.5 12 12 10 8 6.5 5S 10'-0' 12 10 7.5.4 - - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - B 6 4 .5 3 - 6 5 - 12 12 12 12 1.5 9.5 12 12 12 0. 8.S 7.5 12 12 9 7 8 5 11'-0' 12 10 5.5 - - 6 6 4.51- - - 12 10 4S- - 6 5.5 3.5- - - 12 10 - 6 5.5 4 - - - 6 5 - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 =6.5 4.512'-0' 12 f0 4S - - 6 6 4 - - 12 10 3.5- - 6 5 3.5- - - 12 10 - - B 5 3.5- - - 6 5 _ 12 12 12 1. 9.5 8 12 12 11 8.5 7 B 12 413'-0' 12, 10 - - 8 6 - 12 70 - - 6 4.5 - - 12 .5 - 8 4.5 - - 6 4.5 - - 12 12 12 0. 8.3 7.5 12 12 1 8 8.8 5S 12 5 414'-0' 12 10 - 6 5.5 - - - - 12 7 .5 4.5 - - - -- 12 7 - .5 4.5 - - - - 6 3 - 1 12 12 95 8 6 12 12 95 75 6 4S 12 315'-0' 12 - - - - 6 - - 12 - - - - - 5 - 12 - - - - - 5 - - - - 8 - -16'-0' 12 - - - - fi - - - - - 12 - - - - - 5 - - 1 - - - - - - - .5 - I In HV BLADE OR C1� HV BLADE W/ �1A HV WINDOW BLADE WORKING IN UNISON* ♦sEE tut Arl a USE FOR BTAOE ON STIfET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.M404M TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(N.03) - 1/4'4 TAPCDN ANCHORS,AS MANUFACTURED ltt I.T.W.BUILDEL W/MIMMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(RD.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0-0.43 EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE MR SOUTH W/0-0.36(N.D.S.) -MIN.1/2'cox PLYWOOD(1986 APA) 2.ANCHORS TO PERHOLUDWNO CEUNG SHALL EClF BE AS PER MOI1NfWG TYPE U.SHEET 17 Mm StiP11 CONSIST OF LAG SCREWS AS PER NDS 2012 SPECIFICAl10N5. 4.ANCHORS SNAU.BE INSTALLED FOLLOWING ALL OF THE flE00MMFl1DAl10NS AND SPECIFICATIONS OF 111E ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN MET/A�L SUPPLY, INC. BERTHA "'F �����■�� Accordion Shutter System ��. ....... ' E C sec. RV.MAX#1 W/OR W/O H.V. WWW MACE Q' American Shutter Systems EV.N DESCRIPRON 9A1E DRAWN BY: WL TILLIT TESTING & ENGINEERING COMPANY A1n A4161 = 0353 N.W.39th.5L,St..3DS.NRGINA GNIOQ1%FLOF]OA 331e Association, Inc. t 11. 17-192 4/13/15 DALE: 4/13/15 4266 Westroads Drive z Phone:(305)071-1530.Fax:(305)871-1531 DRAWING No -mnE ulLe06CaoT.com West Palm Beach, FL 33407 s a FB-0001.719 15-085 Ai d AT .��AR ` WALTER A TLLTT 44 P.6:7 4 4++�F M.ORIDA U.g 44167 9 SHEEP 6 15 Or 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & fnA HV.* BLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR — F INSTALLATIONS 0 T B t ONLY SAL WALL FINISHBE LIMITED TO 105.0 Raf, A.S.U. DESIGN PRESSURE RATING, SEE SHEET 17E��E 1 OR X SP & 1 4'0 TAPCON OR DESIGNSURE RATING FOINSTALLATION WITH1 0. K UNISON T/APCON WITH ADVANCED _ DE THREADFORM TECHNOLOGY 1/4.0 TAPCON OR W/ 1 1 2'MTn.PENETRATION TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY OF THREADED AREA TO W/1 1/Y MIn.PENETRATION OF THREADED AREA TO EXISTING I I ( OR EXISTING WOOD HEADER. W000 HEADER.(SEE SCHEDULE ON SHEET 15) TO CLASS(SEE(SEE (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4'S.S.MACHINE SCIOXIIE ON SI)AN (1�1 SCREWS W/ 1/4'-20 NUTS �—11 FOR BADE mPt✓o ' DR 1® ON SHEET 19 FOR 0 �1'Mt O 12'O.C. EXISTING 1 GLADES O&(2) y, Z GLASS---4 WALL I II pv �- I OR 1 N F FINISH 0 It _-OPn MAL WALL I IXiSRNG MIN. I "•1'''T""�' FINISH •.`Y OR 1 2'x4'WOOD - EXISTING MIN. '� ( HEADER REQUIRED 1l"0 TAPCON OR TAPCON WITH ADVANCED 1 OR(9 I 2'x4'wap0 ?.`^ EXISTING 1 ( HEADER REQUIRED ,i THREiAOFORM TECHNOLOGY W 1 1/2' I I I 1 Min. PENCTRATION OF THREAOF7S AREA TO GLASS--'1 TO( (SEE III I EXISTING WOOD HEADER. MIN.SEPARATION TO GLASS i—1 RULE ON EXISTING SCHEDULE ON SHEET 11) ('"EE SCHEDULE ON SHEET 15) ON SHEET 19 FOR CLASS�1 I 2'x4'CONT.SILL BLADES O k Q� _ J- PLATE REQ D. ®HV WALL HEADER INSTALLATION I OHV WALL $ILL N II I EXISTING -� MIN.SEPARATION TO GLASS ' 'I 1 (SEE sc�DLEONT$HGEETT It)- I 1 GLASS I EXISTING /. (SEE SCHEDULE ON SHEET 11) EXISTING M 2'x4'CONNNFFF---III MIN.SEPARATION TO GLASS I I GLISS�' I GLASS---I WOOD PLATE SCHEDULE ON SHEET 11) I 1/4'0-20x3/4"S.S a REO'D. ]I " +�;:>,r, c I MACHINE SCREWS 1/4.0-20x3/4•S.S. I USING 1 NUiS ..: 8 12'O.C. WALL I I '-V`• FINISH " 1 oR 15 1 OR 2'x4'CONT. ;F. WOOD PLATE 1 I'Min.REQ'D. ':: N 1'Min. I �' •�� 1/4"0 TAPCON OR TAPCON WITH ADVANCED T;, \ �I� THRFADFORM TECHNOLOGY W/1 1/2' 1/4'0 TAPCON OR TAPCON WITH ADVANCED 2'x4'CONE. Min. PENETRATION AD THREADED AREA TO Zy 1/4'0 TAPCON OR NATE: REQ'O (SEESCHEDULE ON SHEET 15) THREAOFORM TECHNOLOGY W/1/2" TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL Min. PENETRATION OF 7HREADED AREA INTO PLYWOOD WALL FINISH Y (SEE SCHEDULE ON SHEET I5) EXISTING MIN.2"x4' 1/2 MIN.CD hIREADFORM TECHNOLOGY SHUTTER ASSEMBLY. `' PLYWOOD REQ'D. W/ 1/2'Min.PENETRATION OF 2-MOUNTItJC SECTIONS CAN BE 1/2'MIN. COX PLYWOOD REQ'D. p0 PLYWOOD TO BE WALL FINIS (SE'MRE AREA INTO PLYWOOD COMBSUN ZNED IN ANY WAY ANY INSTALLATION.TO ®HV WALL SILL INSTALLATION ISTING MIN.2'x4'STUDS® 16'O.C.MAX.REQ'O. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEEP 15) J PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH 08 WITH SECTION 23OF THE F.B.C. SECTION 23DS OF THE qO Hy WALL SILL INUALIXION A SFE F.B.C. BLADE ON SHEET is LIVMONS OF UOF ©HV WALL SILL INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone OO 2015 EASTERN METAL SUPPLY,INC. BERTHA H TM s, Accordion Shatter System 1 C 0I11c. ■ ■ ■ ■ KV.IIADE#1 W/OR W/O KV. WINDOW MADE TILLIT TESTING 8T ENGINEERING COMPANY Am s48m�®rican Shutter S , iT DESCRIMON DATE DRAWN 6T: M.L. *i 8393 N.W.3M.St.31e.395,NRGWW GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 11-192 4 13/15 DATE 4/13/15 Phone:(305)871-1530.Fox:(309)671-1331 4268 Westroods Drive 2 DRAWING No "a' SlAlt UI- ' .--it: West Palm Beach, FL 33407 3 yip. F(ORIDp •. t�,4 a' noEB-0006719 WALTER 0.TILLa Jr.P.E. 4 5-08.5 FLORIDA Lie.f 44167 5 SHEET ATE 6 . 16 OF 20 F '