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HomeMy WebLinkAboutProduct Approval (2) C } -SCIS Home Log In User Registration. Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff i y BCIS Site Map Links Search.: OrProduct Approval USER:PiccUse 03i, Product:Aporovat'Meno-Pro& t pr Application Search>ApPE—fion:List er Application Detail tr} FL# FL389-R9 Application Type Revision Code Version 2917 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 Bili Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality.Assurance`Representative` Address/Phone/Ernaii Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C3 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..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. is; Validation Checklist Hardcopy Received Certificate of independence FL389 R9. COI AMERICAN SHUTTER SYSTEM ASSOC.,C:.INC. DRAWING. 17-107 .CERTIFICATE OF INDEPENDENCE,PDF FL389 R9 CQI'AMERI[.AN SHUTTER SYSTEMS ASSOC..INC: r2RAWING 17-106 CERTIFICATION OF INDEPENDENCE-111,POF F089 R9 COT-AMERICAN SHUTTER'SYSfEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE;PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1885 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending 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 EL389 R9 11 AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER'SYSTEM:PDF I.mpact.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"W.Max.span Is 12'-3"for 40 psf EvaluationReports positive ASD 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 REP R{RT.PDF for HV3 blade w/o window blade and W-11"for 62 psf,9'-11" Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASO 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 Approved for use in HVHZ:No FL3$9 R9'II AMERT SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ Yes INC DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM;PDF Resign Pressures 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 ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64,- FL389 R9 AE AMERI(AN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF.EVALVATION 7-0"p.s.f,for metals stud mountings and 8'-O"for 110 p.s.f. REPORT.PDF for HV1A workingin unison.See-sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 =�B;ertt�hz;, rdion Shutter- Extruded aluminum interlocking blades retained by tracks HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 119 II AMFRICAN.SHUTTER SYSTEMS ASSOC..INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION'SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASO load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 7.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AEE AMERICAN SHUTTER SYSTEMS ASSOC_ INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back wart Ceotrl,Ft Us::2601 Blair Stone Road.Tanahassee FI,32,399 Pho":850.187-1874 The state of Florida is on AA/EED employer.Copyright 2007-2013 state of Flarida.::Privacy Statement::Accessibility.Statement::Refund Statement Under Florida law,email addresses are public.records.if you do not want your a-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 emacs 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 hem. Product Approval Accepts: GENERAL NOTES: 1, BERTHA M.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND!AADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER.WILL. TABLE V//�� ..F CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL.NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,.-19.&.20. IN ORDER TO,VERIFY THE ABOVE CONOMON,ULTIMATE DESIGN WINO LOADS DETERMINED PERE .ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA.'(;�}LBLADES n.& QA TTY MULTIPLYiNO THEM BY 0.6:IN ORDERTO COMPARE THESE W/MAX.(A.S.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 PLED AS TESTED.WERE NOT OVER STRESSED,A 33 9•INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H:W.ACCORDION SHUTTER SYSTEM'S ADEOVACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.5:2 OF THE ABOVE MENTIONED CODE AS PER T`(PICAL„SHUFTER.ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL.WINDOW BLADE&WINDOW DETAIL -HV BEADED 00214.01-03,#0715.01-03,-¢1004-01-05. #1214,01-05,#0317.02-08.#06DI D1.-tO AND 00210.01-11 AS PER SAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLADE(1)AND W WINDMLADE AND E-5996 STANDARDS(MISSILE LEVEL D,.WIND;ZONES.1. 2&:3),&#1220.05--10 AS.PER TAS.201,203&,203 PROTOCOLS LARGE MISSILE':. (WHERE APPLICABLE) -HV WINDOW BLADE.Q,#0505:01-08 AS PER ASTM E-1886 AND E�1996(MISSILE LEVEL D.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 SHEET 6 2,HV BLADE Q AND HV WINDOW BLADE ©. ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION bums,G-M. CONCRETE/BLOCK SHEET 7 3, BERTHA FLY.ACCORDION PINS HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT.CONNECTION TO TRACKS SMALL BE(114x2.75"AND#14x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES - CEMERMAIE DETAILS HV SHEET 8 ( j CENTERMATE ALTERNATING DETAILS HV SHEET"9 TINNIEST STEEL SCREWS WITH 535.0'kai YIELD STRENGTH AND 180'kai TENSILE STRENGTH.PINS SHALL BE COATED WITH.BERTHA HV pACROSHIEU3 COATING 5Y51£AI AS MANUFACTURED 6Y APPROVED COATING APPLICATORS,REGSTERED-WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION,PINS MUST BEAR THE KV MANKIND ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2'AND.3. MINIMUM YIELD STRENGTH FOR 6083-T6.ALLOY IS 30.0 ksi AND 35:7 ksi FOR MAXIMUM'SPAN TABLES 'SHEET IS. 6005-T5 ALLOY:- ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 $.ALL SCREWS TO BE STAINLESS STEEL.304 OR 316 ATSt SERIES OR CORROSION RESISTANT COATED.CARBON STEEL AS PER DIN 50018 WITH 50 ksi-MIN.YIELD STRENGTH AND 90 ksT MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHAD.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 FL BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AJSi 304 OR 316 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0 `12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION.DETAILS S-X,WOOD SHEET 17 MV BLADE 0&0 WORKING IN UNISON: 12, 13& 15 ENP CONNECTION DETAILS 7-12&.X,WORD SHEET TB. 8,.THIS BERTHA HV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN -- METAL.SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA..3. HV WINUQI� ,ADE TSA ONLY ALL.SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT W1NO/RAJN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNI MUST BEAR PERMANENT LABEL 7N A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HU AREA ¢; HV .Wj►1iDOW BLADE, C1_ON(aY CENTERMATES AND ENGAGE OR LOCK ALL MV AND HD LOCKS. 11.-SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MSIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 5709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS.METAL STUD WALLS SHEET 20 ,PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 5709.9.2 OF THE FLORIDA BUILDING CODE: 12. BERTHA.AS,ACCORDION SHUTTER SYSTEM'S INSTALLATION.SHALL COMPLY WITH SPECS INDICATED.IN THIS DRAWING PLUS.ANY.BUIUTING.AND ZONING REGULATIONS PRODDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 13.'(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.F_D.. (b).CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS,PRODUCT,.BASED ON THIS P.E.D.,PROMDED HE/SHE DOES NOT PEMATE FROM THIS DRAWING SHALL ONLY BE USED TO THE:CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSM1141Y. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.O.WILL BE CONSIDERED INVAUD IF ALTERED.BY ANY MEANS.. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A,FLORIDA REGISTERED ENGINEER OR'ARCHITECT'WHICH WILL:BECOME THE ENGINEER Or RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE_FOR THE PROPER.USE OF THE P.ED..ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PLED:ENGINEER SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS:FOR REVIEW: (e),ORIGINAL P.ED.SHALL-BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ��rUaiiirr„� FLORIDA BUILDING CODE Non High Velocity Hurricane Zane 1Ljjv'� �T•!r 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,.INC, BERTHA VTM A■Sm� A. µ� a"#1 W/ Accordions W O V. t DCW BLLADErn / ' .American Shuffer Systems Lv:N DEscsiviloN. DATE DRAWN:9Y.- L.C. I�f�O +,.' a T5 LITmW TESTING & &V= ERING wDm'COMPANY A890Ciation, Inc. I OLD 15-085 - 7/27/! DAT['. 07/27/17 T yr a� a3es HW.aaw:su Si aavRcxA cAso�s.MioacA ssls 4268 Westraods D6ve 2 Phone:(305)871-1530.Fox (305)871=1531 DRAWING'No �*N'RE a .I:Ulteea0 a'.4m West Palm BieOeh, FL 33407 37— Q7 WALTERBA,nUJT 441 P.E. 4FLORIDA U.1 44167 5SHEET.fDATt s i OF 20 XV FM WKWO IIIAM a6 N VARIES HV Q' STARTER (i)HV SOLID BLADEHV UNIVERSAL FLOATER QUAURED OR USE W1 COVERED UNDER US PATENT If 5458179 QUALIFIED FOR USE W1 HV BLADET �IJV DIRECT MOUNT HV BLAOEQO 11 JJV WINDOW BLADE 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE Wf NV 6063_T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE (9 ON SHEET 19 6063-T6 ALLOY BLADE AND TEMPER :124"-. 6063-TG ALLOY AND TEMPER 3.226•.0 05" .6 2.670 O3.556* 610" 226* u 72 642 .815 2 12U (�)HV ADJ. ADAPTER WAIP 2,. 0.072* 0. 77* QUALIFIED FOR USE W/ HV V WALK—OVERTRACK BLADE(D Hy TRENCH TRACK 3.750" szD QUALIFIED FOR USE W/ HV HV Al WK 6063-T6 ALLOY AND TEMPER BLADE @)QUALIFIED USE W/ HV QUALIFIED FOR USE W1 HV 6063-T6 ALLOY A% TEMPER BLADE ONLY. HV RAINQUARD 6063-TS ALLOY AND TEMPER QUALIFIED FOR US BLADE W1 HV 6063-T6 ALLOY A TEMPER VARIES BLADEAW 1 1. VARIES 1.936- 6063-T6 ALLOY D TEMPER - Max. W. ,-"3- 7�08.3- ",a .093' —F- .100 125* . U `4 060, 670 .0w 16701 1 1.686- 7 ftij HV HEADER/SILL UIONLY .3) HD CEILING EADERAIL HV CEILING JJEAD-E QUALIFIED FOR USE W/HV BLADE ,/ HV BLADE 1O (U4 RIFIED FOR USE W/ HV BLADE ONLY, 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W SEE SECTIONS FOR VAUOP SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W IN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A a Ti 12 xY [wx xjuN.YjMN,t 2' 1 2' 0.125* I 1'. 0.062' 1 5'MAX. 1/8* 1/8* 3- 3. 10m0r QDS 2* 5*MAX 0.192' 0.192' SIDE ANGLE — -- QUALIFIED FOP USE W1 HV ALUMINUM--ANGLES 109 2,5" 7'MAX. 0.190' 0.190' (Ea CORNER-P QUALIFIED FOR USE W/ HV BLADE(1) QUALIFIED FOUSE W1 HV r BLADE T 6063-T6 ALLOY AMD TEMPER BLADEUI ONLY, 2* 6*MAK. 0.139" 0,131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER f FLORIDA BUILD11111 CODE(Non High Velocity Hurricane Zone: 11 10" tRA. 02017 TILTECO.INC. 92017 EASTERN METAL SUPPLY, INC. BERTHA HVTm Accordion Shutter System A,S.S.A. H.V. a-ACE#1 W/OR W/O KV.WNDOW MADE American Shutter Systems EV.IN DESCRIPTION DATE I DRAWN BY.- L.C. % 7/27/17 Association, Inc. I OLD 15�085 D7127/17 DATE. 0 TAUT TESTING & ENGINEERING COMPANY Stn.304WZMA GARW4,11MMA 33t6 how (305)871-1530.fax:(305)87I-*M DRAWING No air 4268 Westroads Drive mag:tlrtec'0oa— West'Palm Beach, FL 33407 317-107 ...... ED-00067 9 4 ' WALTER A.TLUT Jr.P.E. 5 SHEET FLORIDA L;—#44167 /[)A 6 2 OF 20 4.660" 4 r1/4"-2DA1 t 4-DD DIE GST 6_. 14;j 2.263" _- "p. MT NEtD T�RFAtEO ltausNG sJtRNEI BAKED 2. 3" 7.. PANTED THREADED PIIS GSI' 1 g- --- -45� MOUSiNC ENNaEL 11 �� 6NCE0 RANIES3 �$� �) o °�1 I^ a 91 u _S `� EGRUR m ry C m .062' I^ „ S ^ 4 I M�^� g _._. ....—�7 7s' .. � I ,.325' __^__l M1 , .316' .p.2i.4�� . P'-0_¢• i """i'�al .I G KEYS(CHROME (CHROME PANED) o •RoJ �-I e m PLQFA) 21 Hy"CENTER,MATE 8's o. sD 1 sz5`.�- QUALIFIED FOR usE w/ Hv BLAoi�i�&(sg oNLv �2 HV FLOATING C °"� H HV EGRESS LOCK 6063-T6 AtLOY AND TEMPER OU IED.FOR USE W/ HV BLADE(g&& to ONLY °a.. 3:02J„, ,615.9 QUALIFIED FOR 5E W/ HV QUALIFIED FOR USE W/ HV ��^^^^ BLADE�1 & ONLY. SLADE.0& 0 ONLY. 6063-T6 ALLOY AND TEMPER ���,/ CORNER QUALIFIED FOR USE W/ HV'BLADE L ONLY 250'O.D. 6053-T6 ALLOY AND TEMPER PLASTIC DTo MOLDW h w 2Y MOLDED:31' SCREW ;n i ilDo' o Og'!.I A n 82" .360"AFTER RIVETING 1.�4"0-20 Xaa/4" 6EFOR,E.RIVETING y y r� r S.S.*THUMBSGgEW 1/4 as-20 RtVNUT* °•--L %i �� ,ayl •m - f rn':.: SMES 9414 AWMMUM(2024-T3 A110Y)IARCE FLA GE.THRI SHEET NUTSERT,PART#0620,AS MANUFACTURED eY AVDEL PIAN � FRONT ECEVATI4N " " L 4S6fi' CHERRY'TTXTOHN•PAA5IRP£NY,NEW JERSEY 07054 OR EQUAL fT {# E " » HV "T" LOCK @ HV ALTERNATIVE LOCK LOCKER AOR "T" LACK CE TERMATE QUALIFIED FOR.USE W/ HV BLADE 1 ONLY HV FEMALE T - LOCK. CENTE MATE OUAGFiED FOR USE QUALIFIED FOR USE W/ HV 6063'T6 ALLOY AND TEMPER QUALIFIED FOR.USE W/ HV-BLADE(S ONLY /" BLADE t ONLY. QUALIFIED FOR USE W/ HV BLADE(DDNLY 6063-T6 ALLOY AND TEMPER'" W/HV BLADE ONLY. O 6063-T6 ALLOY AND TEMPERA 1 917" 1_,917 �-t 3.t61 _ _a i 0 I o 1! 4'T3 ' t THUMSTURN tr` ., ,; I CYLINDER OR �4 .214' 063 0621 c I 5(' KEY CYLINDER I 274 .... t n' ty n I 0.875'Mim ,o. 4 w n m 7.;125"Max . 3# CE NO D AT RO 0 0 , w QUALIFIED FOR,USE W/ HV BLADE 7 & A QUALIFIED FOR USE VJ/ HV BLADE T '& to •.. 6063-T6 ALLOY AND TEMPER ] - , 6063-T6 ALLOY AND TEMPER `U �' }�•' o VARIES, +z"MIN. QUALIFIED FOR LLONI 1'.BLADE & TA I .. /4'c 20 S- ni 3/8'a-is 1:130' 6063-T6 ALLOY NTD TEMPER ��RIUMBTURN /.GETAL THUMDSCRElSS. j{ t1/2." CYLINDER (SCE DETAILS) OR KEY ,•.• i .315' P • 1:57 Min. CYLINDER $ LOCKING ROD lS �4 HQ LO }S QUALIFIED FOR USE W/HV BLADE �� 37so 6063-T6 ALLOY AND TEMPER C HV 38"0--16 AC TEAL 3 ILS 1L.�' 0-29 M ,S 6Y REGENT LIFTED F MORTISE LOCKS SERIES 2333 HOOK 80L7 LOCK. .Z ,l INSTALLATION WILL REQUIRE A 7/16" HOLE. THUMBSCREWS. FFtIESa S.S. MBSCREW QUALIFIED FOR USE.W/ HV BLADEQ& #A D721LLED AT'TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADF,O QUALIFIED FOR USE W/ HV BLADE O FLORIDA BUI�Q�N GQa�{HQn Ri9h velocity Hurricane Zone 1 ) 7•/ w (S�2017 EASTERN METAL.SUPPLY.INC: 11 III 42017 TILTECO,INC. Iii,P4�� A. 4iT. ._._. 13ERTHA H TM. A Accordion Shutter System i 1. E C d N.:.\ ■ ■ . RV #1 W/OR W/0 KV.w"M a" American Shutter Systems IM'N DESCRIPTION DATE DRAWN 6Y: (O Ery�+ * TILUT TESTING & ENGINEERING COMPANY Association, Inc. + OLD 75-085 7/27/T DATE: /2 OLD SIA 5315 N.W..38th.sT. Rt 306.YlRQNA GAR0: .TLORD 311° ' ---S E OF 7�"' i P4...:-(305)671-1a30,Fa.:(305)87/-1531 4268 Wes#rood6 Drive 2DRAWING No .21� •_(/yp ln� V itii1 c alM 0 00064a�a.<om West palm Beoch, Fl.33407 4 11-107 •"•.•f'i«.L' ����CC,,� 1(i WALTER n.TILUT1 J,P.E. FLOROA U 44167 $. SHEET P E.:SEAI� �Id RE JC7ATc s 3 OF 20. SHUTTER ASSEMBLY SCHEDULE FOR ��HVC1�, HV A 3/e° �r MIN. LEACE 40 3 TO De TIP E to B7s I-���..€XTEMOR 1 i HV BLADE 1 rill_ v \ 0625 .0625' ({"A1 4lllIIIl111(--- � tiY WINDOW fl4A0E- 0625 .xcrtov x-x ww :HV BLADE to I , �I • �; t32;aDE'S - ^0 OPENY .0625. .1875' X HV LONG RECESSED NYLON BUSHING 1; •Toz_'� ro KNUCKLE f"'1` � 39 r N (tYP) O.aszs HV SHORT RECESSED NYLON BUSHING a `"' �I.i pLrt aOfmON, R1.750� HV NYLON HAT WASHER OR N w i B Q HV WHEEL CARRIAGE AISI 302-303 SERIES fr�02.6750' 0.870"x3/18" THICK NYLON WHEEL 2 7/6-MIN, Nv WINDOW 5'0 I CLEAR 03.00 0.188"0,AISI 302 SERIES S.S. RIVETS -" I ` SEPARATION .Dflgs•. _ 3.7sao• f1 .BLADE --0625' HV 1 3/4"ACCORDION PIN W 8 HEAD * EXTERIOR I,`a OPENINGS N 5 CENTERS/ / p ON CENTERS __ ( i— .7500' EkIE9mR rUN&QR HV 2 3/4"ACCORDION PIN W/'#8 HEAD * -yl q4�j"�on ci4 1 ted ` POLYCARBONATE IMPACT RESISTANT NV WINDOW Q 1 1, ) N S TYPICAL HU WINDOW BLADE i AND g� � 3 POLYCARBONATE HU WINDOW DETAiL • D OR ® 4�? or ®3 iQ. . rt.Ts... �='v r}t 5EE NOTE FOR I,f i POTYCARBON� IMPACT RESISTANT HV WINDOW REQUIREMENTS) i 1 (DOR ® I J i I BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC 12'WN. LAM INNOVATIVE PLASTIC LEXAN 103 RESIN ( OR I i cam_ _I SEE NOTE "F" ON SHEEP 19). i I ° (� (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIORPOLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV� OR I t HV 1 B1ADE. EXTERIQR ,per RcutT Q gEICAL SHUTTER ASSEMBLY lrr rx pauaemm Ls srAMDwo Dan . N..S: •Nv PIN OR AT tmEn7T+tF: 'ww`!'ma w.mc (2) IAV PIN @ MAY BE USED IN LIEU OF @ AND ONLY AT EXT RLOR BLADE'S'KNUCKLE. Him: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV (SEE NOTE *FOR SPECam Clkw AM M2 D- 3(5t' 0.0s3 wf BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 3 REQUIREMENTS) ' 1TN=Vab SIRE=" ASSN DM - SAW p-. B.DD 0.ck � AL%URAL SI EWM AT MEW ASM'D7W 12SW p 'I7AW pqa. (3) HV PlN OR CJ W/ 1/2" OA. t/7 6 THICK 5:5. WASHER' �; ('I I RexURAL WOMUs ASTM D760 S+O DOD a a. 3as.WD ps- BTACD SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, i l' i WnNo:+2DD slu Dns re R-inA" U R-lo7m SHEET Q E7HE+*: :.s. . WHEEL CARRIAGE DETAIL SMDxE f eu Asia DM .72 x C-1 C IAV ASSEMBLY LAYOUT RATE:ox 6oRMMs Asti M c-,aAss t0 c Ass r1.iS, Ft.T.� 'sEtr IDNRIDN ASip1 01926 IM6•F 9eD'F }:jA'(mm.. ASM G155 rirw SrRgt H g7m wmW4 Sim 08 93D2-p.s1 am"j,.. 1 HV QLADE SOLID A 1A HV' WiNDOW BLADE DETAILS ""ut 11"IItaR MEAT111MG AS1M 01 MI p..L am P-0. N.T.S. L/'�tJltfsi�riseo�� ,t A.T FLORIDA BUILDING CODE(Non High Velocity Hurricane :Zone 02017'EASTERN METAL SUPPLY,INC.. 02017 TILTECO•INC. �H�j�'��'' BERT .Accordion Shutter System., /711LIECO rN�. liv MADE#t w/OR W/o Kv.wrNDav BILaoE ••"7�A, o Ahierican Shutter Systems Lv.N DESCRIPTION DAiE DRAPirt- Lc. TILLTf TESTING & ENGINEERING COMPANY Association, Iric. 1 OLD`15-085 7/27/1 DATE: 07/27/17 1 h _A___ tom�eQ axs5 N^ism.s,S:e SDs.V=M CARDExs,ftORa 3310 4268 Westroods Drive s -1 .. 15" PDone:(305)671-1530.To::(305)87/-156/ DRAWING No (f;(/o j1't a mEBut 11111-64-1. West West Polm Beach,. FL 33407 s 17-1.07 Vl� At. .....� '' T_Il1T J/ P.C. WALER A10 .,p<167 5 SHEET PZ,.SEAL/SIGNATURE/DATE 6 1 4'OF 20 _ s Q *NOTES ON HV iOPM ANDCENTERMATES• A q C C N N S T «� y �3°" 1, u�l.{T,IATORYCONDITION112� �`r ONE NV LOCK or :SHALL BE USED AT t/2 OF SHUTTER SPAN FOR ANY SPAN ���. OR '2'ABOVE 1111 B>at;OW �2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR rALWONS ANY ELEVATION. HV.LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 1 T OR CE kM%TES W/(2) 7/4'0-20 x.'1/2"LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATEDON TYPICAL 511UTTER ELEVATION. U$ ®� Z: IIjQ �I.IF DESIREp FOR @EiTER PERFORMANCE OR FOR SECURITY PURPOSES UP TO TWO HV 16�t0 1 LOCKS' OR QJf MAY BE,USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR1SHALT.BE AS INDICATED ON NOTE(1)ABOVE. LOCA i0N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Is .. i?�,l„!SEDW/TWO H.V..LOCKSk-LOCKING'RODS ARE NOT REQUIRED AT,.(1URRICANE POSITION, @UT MAY 4p C4+ _ ^" BE USED tF DESSREO TO ENHANCE SHUTTER PER MANGE. LOCKING RODS OR AN ALTERNATIVE DEVICE v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, ANY SPAN AND INSTAIlATi0N5 AT ANY ELEVATION. HY LOCK qr� BHALIBE USED AS AN OUT510E OR INSIDE LOCK. L1ATTACHEb TO CORNER CENTERMATE WJ(2) t/4 0-20 x i/2 LONC FLAT HEAD S S. M.S. TWO.LOCKING RODS ity9 g I ATTOP&BO dM SHALL @E USED: LOCATION OF LOCK SHALL BE AS WDICATED"ON TYPICAL SNIIIT'ER ELEVATION: fi NNq-xvc - MAXIMUM SHUTTER SPAN SkALL BE DEfERMINEO AS PER.SCHEDULES SNOWN ON SHEET 12. �y a I ;gaLg3' F., $ 5. ONE ALTERNATE'HV LOCK MAY BE USED IN UEU OF ITV LOCK or 2 FOR ANY SPAN AND $6a 2 $ INSTA LATIONS AT ANY ELEVATION.AL NATE LOCK.0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT »1u OF 1J4"0-20x3/4"B:S,THUMBSCREW TO @ OR®CENTERMATES SHALL BE MADE W/ 1/4'0-200/4'ALUM. x I —�0'xy"q B RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED.AT 1/2 OF SHUTTER SPAN OR TWO : v $ V �` LOCKS = AT 1/3 OF SHUTTER SPAN. 6,MANDATORY CONDITION is FOR KEYSTONE LSD INTTN•7�'r'g,+TIONS:. ONE t1Y LOCK 0 or L�or @ SHALL BE USED AT 1/2,OF SHUTTER SPAN FOR ANY SPAN OR 17"ABOVE 411 BELOW i/2.OF SHUTTER SPAN FOR SPANS UP TO 88 AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 0 or @ SYMMETRICAL CENTERMATES W/(2) 1/4e-20 x 1/2"LONG FLAT HEAD S.S. I I 'M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL:SHUTTER ELEVATION. USE OF LOCKING RODS. W/ .SEE END--' ` j OR'6 TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNE-cnoN I tlETAILS.ON 0 r E N I J K L M SHEETS FU �, * O $ ON fiV "T" LOCKS AND CENTERMAjES• 1 EIGHT. FULL F1EtCHT. Lw OF CORNER 1, acCONO N�[j'+TF TQ ia+ D-+TORY CONDRION tt �+N in ONLY FOR KW4_'('LOCK _jLtIQS'IFi'ITERMATES Q AND CENTERMATE _ONE ALTERNATE NV T'LOCK MAY BE_IN LED IN UEU OF HV LOCKS l�OR FOR ANY SPAN AND �. � (�}r, moo`: TO"y"3}ar I'i�tSTAttArTO AT ANY ELEVATIpN,ALT RNATE LOCFt Y BE USED AS AN INSIDE OR 0 IDE LOCK.ATTACHMENT � 1.1 \(�:./. (� v - OF LOCK 6 INCLUDES USING REINFORCING LOCKER ..AS SHOWN ON SECTION HVG SHEET 9 WHICH MUST BE CONNECTED TO CENTERMATES AtdD ,W/ 1/4'0-20 x t 1/2'LONG S.S.THREADED BOLT 3t/7/8"0 x:3/32" + + « WINGNUT OR W/ 1J4"0-20x1`S.S.M.S. INTO A_T/4'0x 5/8"RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" �6 « 7' 17��+66 7 X18- MAXIMUM ABOVE AND BELOW IDS OF USE OF TWO LOCKING RODS-@'i TOP AND BOTOM IS MANDATORY. 8D«Up a,@-(03 on t 9,:.15 onC14•� * LOC ES: 1. :ONE ALTERNATE HO LOCK.(3D MAYBE USED IN UEU OF TYPICAL 11) HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND'INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK®MAY BE USED A5,AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK 'TO 0 IS W/3$8 x 3/8"F.N.S.S.M.S•,ANR INCLUDES N.7,S, REINFORCEMENT INSERT i AS SHOWN ON SECTIONSHDB- AND HDC-HVC;SHEET 10.-LOCK MAY BE INSTALLED AT MiOSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS a5 IS COMPLETELY OPTIONAL. FLORIDA BUILDI CODE(Non High Velocity Hurricane one 02017 TILTECO.INC. 0 2017 EASTERN METAL SUPPLY,INC: BERTHA MV A A Accordion Shutter System . ■ . kV.BLW#1 W/OR W/O H.V.WNIDUN MADE / 7(r Arnerioan Shutter Systems N 'VESORPYION DATE OWN Br: LC; TILLIT TESTING & ENGINEERING COMPANY Associations Inc. , OLD 15-085 7/27/3 OATS: 07/27/17 6W W$V.36th.5L,91<.3O5,.V%WsIA CW_-5,FLoRVA 331 ' +� Phone:(MB)671-1530.Fox:(3135)871-1531 4268 Wesfroads.Drive 2 DRAWING No sn .. C y`�' 1 o a:Ot..aWol,rq(o West Palm Beach, FL 33407 3 1 .1 A `�jQNAL ,j4{}15 WALTER A UTtgi..p:E a /7i i V7 is - .FLORIDA Lia':T 44167. S'. SHEET P.E. SEAL�S1Gitl'dTURE/DATE, a 5 OF 20 i --CONCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK POURED---� CONCRETE-Z SHED SCHEDULE ON REQUIRED CONCRETE ANCHORS t:tCtiiNEOSCREWS S. CONCRETE REDllIAEO j-i--7� (SEE SCHEDULE ON REQUIREDr-- FOR i CONCRETE ANCHORS T8 SA tCYSTDVE(SEE.uDUtmxC®ou SHEET T) r' j SHEET 13). NUTS t2'4.C. (SEE SCHEDULE ON SHEET 13) � r 1- 12 aR 14 Mm. _1/4.0-20x3/4"SS. EO MACHINE SCREWS ��' - FED I EO USING 1/4"-20 NUTS 12. 19 a 12'D.C. j, / E, I 1/2 250 MO%. 13 oR t 5 EbM ;.r N . ' ;�-_ ` 1Moo0- 250Mox. i 1 l; T- 4 OPTIONALPTIONALMR.4PARwQO41 �,♦ RAIN.SEPARATION TO GIASST--{TORR I J EXISTING--„f-•--�---(SEE SCHEDULEONSHEETt1) ON StEr 12 FTW [.1 1 v + , -0 GL/55 EXISTING 1 aNT50}&�1 [ MIN.SEPARATION TO GLASS GLASS--[ I (SEE SCHEDULE ON SHEET 11) EXISD11G Q'•ASS--'; 'C HV WALL HEADER INSTALLATION OA HV WALL HEADER INSTALLATION V WALL HEADER INSTALLATION + KEYSTONE 1 MIN.sEPAFAnON TO GLASS G ING LASS--+ ♦ ! I j , t EXISI1NG�j (SEE SCHEDULE ON SHEET IT)— G t1:1 I KN 5EPlFUtiR1M OASIS(SEE 1 1 t OR I.ry' + MIN.SEPARATION TO CLASS ' GLASS [1 rOR BADE�. U�J L� (SEE SCHEDULE ON SHEET i1)at 9W 19 FORaAr SID&�1i - • ' OPT[OtIN. CLA55-•-� I ,E.{D. : ca i i i 1/4• { iii iii t f i I •i 1/4 Max. E Da ;iI Mox. r �^OPTIONAL 3 OR t S ED EQ / rt/2 13 OR _1- . f` _ 1 2 OR 1 4 I I 1/4'0-20x3/4”S.S. (, / Min, -- I PHILLIPS TRUSS HEAD ,. 7\— CONCRETE hNCHORS 1/4'0-20x3/4"S.S.PHILLIPS - TRUSS HEAD MACHINE SCREWS �I j f i 17 71oR 1 MACHINE SORE5V5.t331NG 1— ---1)[ r SEE SCHEDULE ON W C � CONCRETC ANCHORS t' t/4'-20 NUTS G 12"O.C. ( / I/4"-20 NUTS p 12'O.C. (SEE SCHEDULE ON SHEET t3) I ` MIA. POUREDCONCRETE—BLOCK SHEET 13) 71 OR CONCRETE BLOCK POURED CRETE BLECJ�'j7J)�''" },.L.. NCRETE ANCt10RS REQUIRED OR CONCRETE BLOCK S9 � WALL REQUIRED HV WALL SILL 1NSTALLATtdN J( (SEE-SCHEDULE 1111 4J HV WALL SILL INSTALLATION POURED CONCRETE_./ SHEET 14) OR CONCRETE BLOCK WALL REQUIRED /c� Y WALL SILL INSTALS TI N NOTE FOR COMBINATION oc<EGTIONS: �./ I-NSTALLATION DETAILS W/ 1=SEE SHEET 4 FOR TYPICAL SHUTTER #f.D.=EDGE DISTANCE ♦ SEE LIMITA71ONS OF USE FOR � H Y BLADE D E ASSEMBLY (SEE SPECIFlCATIQNS ON SHEET 13) BLADE 1 ON SHEET 19 n♦ LJ l...f'� L. i-MOUNTING SECTIONS CAN BE COMBINED ® - !N ANY WAY TO SUIT ANY INSTALLATION. _..,,,,.._�_.�_.-..__.,,• -!It/ ss Elr A f FLORIDA BUILDING CODE(Han. High Velocity Hurricane Zone 4,,11.�1 ;•�\� �•" ✓'2 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. BER AHV ` TM rTiL7EA S A Accordion Shutter System C a,Nc. . . K�.EILAX#1 W OR W/O V.WIDOW RACE. American Shutfar Sys#@R18 iEV.N OESCRIPiION oAit DRAwN BY: Lc: +� TILUT TESTING B ENGINEERING COMPANY AssocICItIOn, Inc. 1 OLD 15-065 7/27/1 DATE: 07/27/17 6145 11.w.3517+.St..sw 30.,NFLxiN GARDENS•t10NUA 13th M '-�0 DA �+ fi 4268 Westroods Drive 2 Phare:(305)871-1530.rax 1(M5)B7i-1531 DRAWING No QNAl II e- .1f:tatecooaa.aam West Palm Beach, FL 33407 1 17-107 ^ry � EB-000H71B 4 .. �iwwrw7,/wK x.• wALIER A.TILUT Jr.P.E, g SHEET P.E'SEAL/SIGNATURE/DATE FLORIDA Gc./aa1s7 6 6 OF 20 i CONCRETE ANCHORS ...Qn �� •-- •- U..SEPA WWN POURED 1 OR , 7 TO suss CONCRETE (SEE SCHEDULE ON SHEET 13) ro uaa(SEE. EXISTING i'(M SCMSDIAE REQUIRED EDGE OF -!.tis wR a¢C No. I CtA55�--«� muoyi(r+ r 1 stiFk7 st) SLaH IF , ON F�FET NIFUi • , to Gu59 APPt1C:aBLE EXISTING E.iLfStDA I ` w s1w 11)11) i i EXISTING _/ t 7ERNATE ANCHOR GLASS f I I, r X10 3/4'HEX WASHER HEAD i i y I f i I I s✓ . 1 LOCATION j OR 13 OR 15 3ja M v, TICK SCREWS 0 12LAS 'O.C. EDGE OF .9 i 3/e CONCRETE ANCHORS I / .,,r f f _ 6 f '` "A{rPLLI AIF StE {SEE SCHEDULE ON SHEET 13} t s �•• j+ I / '� �._.._EDGE OF -EXF5RNG ' i i. 'IF' ,...,-.i.. f•� {i ,? !. SLAB IF I EDGE OF - .'' < fi, Y+' �+ . GLASS--� SIAM IF / EDGE OF / .!rx rx✓ /r" APPLICABLE + r APPUCABLE +` SLAB IF I AIM SEPARA1cZr f ""-E•Q Q _ f t .• APPLICABLE IF E. y� POURED FLAT HEAD CONCRETE ANCHORS TO am($a POUREll / /✓ ?/ / �/" x •f r^'•;^� CONCRETE E.D. CONCRETE (SEE SCHEDULE ON SHEET 14) --[t t 'POURED-/ .` ✓ ' '..f + +'" f R£OUIRED- FLAT HEAD CONCRETE ANCHORS RE©UIRED Ov S M 15 -T:OR i CONCRETE E.D.+, (SEE SCHEDULE ON.SHEET 14) @ TRENCH INSTALLATION 61N1F5mgt0 J REQUIRED Q.• VAUD ONLY-FOR UP TO +70, -75 PSF A.S.D. a HV_ CEILING INSTALLATION 0 HV WALK-OVER INSTALLKTION DESIGN PRESSURE RATING &FOR SPANS PER Qr HV FLOOR INSTALLATION �' SCHEDULE p3, SHEET 11 EX1mNc ,-___ ut{:5T3NRA1xxa —' I CONCRETE ANCI{OR5 ---••-(SM 0�6T~n IS i i s O. (SEE SCHEDULE ON7 cN 91EET 11) I T t/a'0 my BwiDEtc TAPCpN. ���-�� s _ .._ s EXISTING SHEET 1S) ( XNAKtD 4'0 POWM EXiSRNG^^� T"—'..--._'_ TECIR.n TN OR t/4 0 1'O W/ I 1/4' I. EXISTING--i GLASS ' smuatrox tp°'s5s GLAS5--, FaStENERS TMr?ERf NiCNWL W/ MAX. GLASS ` -'+{SSE'SG+Eatp,E On SHEET 1T) i i ibi.s0'/n rm+m t J!+`1eR.t7.ViEDUEM O 5' tit ,, �(fitE scwwEc pH.ta 11} ' OC FOR UP TO 6'-Er SPAN AND , i 1 FMC.FOR SPMS LARGM TION I {D 6-0'UP TO a'-0'MAX.APPLY-7 1/4" i r ``J SGWNF AT VOW FASTENER FR'AO i Or)(gE tIOIE t CN T/2• f sx�T TT Taa Fath ale �rJq%, 8 .p,+ iltOzil4`HEX OR � i i _ t - YlASHER.HEAD % CONT.SEAWLT ' _ t s stltL t TEK SCREWS L '� i e' t2 D.C. /�. 814x3/4' HEX HEAD..- 1 /// f,. IAT' %J +^, {/4'p-2Ox3f4•SS N4 TEX SCREWS 9`O.G '/ _ ___ T4rzSf4'S.D.S: 3/8" R ,`fl j �O5sNG t!a'a-20 tttirs CONCRETE ANCHORS }}aa Y - - 7 a! I - - ta; x 0 12'O.C. OR 1/4'4-20 S.S.M.S. _(SEE SCHEDULE ON I. '1 tO 9"0.C. I1/ - - Moz. /�, YJ/NUI'®9 D.C. I SHEET i4) / -y_ , EXISTING N N STRAfNEf. ALL TRIM. T f T7oR 182 -'� ( -1'7 R18 i ~;'• 1 E.O. SILL) r j L f'' f: SLAB QF 1 ,+ 8{4x3/4'F.N.S.D.S. L-7,A�� . REOUREDONCRETE x j .. I ,.7 a 9'O.C. 7/8` , /rAPPLICABLE - _.CONCRETE ANCHORS: EE NOTE 13(a) 1 , ff - (f_`.._ -SEE NOTE 73(1) ' / POURED CONCRETE (SEE SCHEDULE ON -0N SHEET-1 POURED CONCRETE ON SHEET 1 D,f f QR.CONCRETE BLOCK SHEET 14) - -------�- REQUIRED - REQUIRCONCRETE BLOCK �KEYSTONE �AIOUNjjNG INSTAi.L4TION OPTIONAL--J POUREDREQUIRED CONCRETE �l HV WALL FLOOR INSTALLATION, ( H�1 ALL WALK—OVER INSTALLATION MAXIMUM SHUT DESIGN Pe,-*, a.64,72 pa _ MAXIMUM SN07T1R SPM 8'-0' REQUtREO J HV RAINGUARD INSTALLATION tTHIE NOTE FOR COIA@I } REMD . ,\'ATlON'OF SECTKINS: * 1 'AS'A 41ZN PERFOR.'EO E.D.=EDGE DISTANCE ADJACENT 70 AN QPVIABLE;E%Cf is 5EE CiMITA71ON$OF USE FOR /�A IASSEMBLYSEE,SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13). OR ENTRANCE BLADE 1A ON.SHEET 19 INSTALLATION DETAILS W,/..-I HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED p IN ANY WAY TO SUR MIY INSTALLATION, {!►► A. f''�., FLORIDA BUILDING CODE(Ron .High Velocity Hurricane Zone `,6 •'`1+ �� d�"a 02017 T1LTECO,INC. 02.017 EASTERN METAL SUPPLY;INC. V ' BERTHA TM Accordion Shutter'Systein A. . . . H.V.MAM#1 W/.OR W,Q V. Wit�UN a" American Shutter' Systems EV OEsOwPnoN DATE . DRAWN ar: L.C. ;/ a TILUT TESTING &ENGINEERING COMPANY Association, Inc. t OLO 15-085 7/27(1 DATe .07/27/17 y b4�-_ 6155 N.YL 36th..5: Ste,Y15,V�RWM t'.WOFN4.FTA£aW 3316 4268 Wes#roads Drive 2 . „ ........... 111`-:(305)871-1530..F i:(305)871-1531 DRAWING NO. ANAL& Art T 4 a tf�&7T9"m West Palm Beach, FL 33407 a 17`1(}7 ES WALTER,A:TILUT Jr.RE MORIDA Uc.8 44167 5 :SHEET PTE. SM/SIGNATURE/DATE a 7 OF 20 SEE END WALL—COEETS 10 & 11 /'� rj�,,tt p '[' C \/ SEE NOTES ON LOC KINO RODS D•HV LOCKS(D ar v V UT BO' I IV I NSTALLA I IONS W/. 1 H Y AND ALTERNATE HV LOCK 0 ON SHEET S. EXISTING GLASS **BLADE SLACK DETAIL HW IS VAUD FOR ALL � �F BLADE W HV CENTERMATES CENTERMATES APPI.P=ON WITH eLADe0 Q q oR®.1�1 ax aR l p •Q� p OR. SEE END WALL-CONNECTION EXISTING CLASS DETAILS ON &0 _ _ __ _ -- B 1/2` 7' (6063-T6 ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON 1/2' CA ANCHORS To ca»eRErE I CENTERMATES CENTERMATES MIN. SEPARATION (roP/eonaM>4 81ox3/a s.Ms.® 12' W/ HV LQCKr I W/ HV LOCK r To cLnss j (4)¢10,1/2'S.M.S.TO TU6Et ' O.C.FULL LENGHT. (SEE SCHEDULE } AT EACH ANGLE.(iYp}i i ,�* ON SHEET 11) IPI 1 3 LO ov ouT * HVC nR8 * 7 �8a61p+ 3� HVA HVB ©aa�aRQ•QaR g�aR}p,i3 EXISTING CLASS POURED CONCRETE OR CONCRETE BLOCK WALL O•�aa© � �+�j � I REOU EO KXINGT SYMMETRICAL N 6 'l' '©°R�'a'®°" MIN.s ARATION �clAss ��®,���, 4(INTERIOR) , ' L0 CENTERMATES 6 �+�oz j ,�8 aR�}8 •�7 Ta GLASS.._. ao V LOC�C (L(j�* OPTIONAL (ONESSHEEfot TI)_ aR�+ �� iceNTERK)R) )MIN. SEPARATION 4�{ �f' aq�.TO GLASSItV p —(SEE SCHEDULE ON SHEET 11) _.---_ _»._..______ _ _—_—_ — CONCRETEANCHORS L 16'O.C. Sa3a ( OuT 6 1t2^wusuGx (EXTERIOR) HVH V FC** =OUT u HVD E FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone Q' ID2017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. ict:n���'•.;�y B€RTHAHV7. =imA,, ,■ .A■ AcE j1 V/OR Shutter System Nv eIApE#i'w OR w o ATE 1M AAN CiAC American Shutter Systems ev,N DESCRIPTION nAtt OMriN BY: LC. ( r TIWT TESTING k ENGINEERING COMPANY / f + j+y 6}55 N..,36th:SSL,Stn.305.V4tGNIA GARDENS.FLORM 3316 Association, Inc. t OW 15-085 7/27/1 OA,E: 07 27 17 "; +< '•. A 4268 Westrodds Drive 2 Phony:{JOS)671-1570.Fox o(30.5)671-1537 DRAWING No _« �+/"]•••!••'�G\ »�11 a-mal:cnencnannl.anm West Palm Beach, FL 33407ED— 3 {/� A1••� .iriF WALTER A•OTWI6712Lr.P.F 4 �""I LJ� FLORIDA Un.B 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W/HV " _L C V MALE/FEMALE "I- LOCKS CENTERMATES g8) —. a—& LOCKS S LADE SEE ENO CONNECTION VET, $ aN si{E€rs 1O t$ INSTALLATION C1 HV BLADE 1-71'f jEX1SONO CLASS WZ HD CENTERMATES { fl4T I I DLAM 0SLACK DETAIA.INT,INDICATED ON SHEET 8. I AS WILL AS UNIVERSAL FLOATING MADE'®DCTAIL HDD-HVO. ©°1�a 6�• 7�„8 a 10. .a INDICATED ON THIS SIiFE7:MAY BE USED WITH THIS ALTER NA L CONNECTION I t0+�a©•�3�. *®.a N11 TION DErA1L HVG MAY IN Is HEED. OET 1F5 ON dC 1$ 35. AND:c W/Ea)I/4'.Twcal. !/e• 1 foanoNN-} 4 (OPTIMAL) /NCHDAS tQ VITOWE{F. ,L__-,_-_ __ _ _ (4)110.1/2*r'S' TURF + 670.3/4•S.MS.o 12- D.C. Y D.C.FULL(F7:OHT. Ik (�( (4}H.V. �- _ IN AT GQI AN OLE(tYP) I . I'` 1, RiNs(TYP:} ]ai4- --PINS(trF.) s R , uM C 5 3 LOCK (INSIDE) _ I Ll —_ _: —' f 2 n/e• $ ® 5 3 OUT 34 OR 33 31 ORQ 31 Oe 2 3 3 31 OR 32 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 k SEE NOTE 6 FOR HV LOCK@. W/ 7/8"0 x 3/32" WtNGNUT. (Oanmun)����(�{ pi-T (oanww> HOC—HVC 'T'LOCK,ON SHEET 5. * � SYM TRIOL,NDCENTERMATE °,�0 HY "T" LOCK (OUTSIDE) SYMMETRICAL CK CENTERMAIES LOCK ERIOR}, ffG* A/f3�� LOCK fEXTERIORI Wl.�« --(INT 'I'sEiNTs 0444 ALAwNU+ (2D24-T3 ALLOT)URGE FLANGE TMN ( �,"_�(V{��'nA7�0•1�3�' SIM NUTSERT.'PART/0820. to �m, 1•V✓...,;_/'l'.`'a AS MANUFACTURED 9Y AVDEL.CHERRT f�.. TExTORN,PA.FPEF)Y.NEW JERSEY V�Q`QsA(a�.c�7 '�"• 07054 OR EQUAL --3 ._ -• T Y�-('y..- *.SEE NOTES LN LOMNO RODS(D&roe LQ� DN S""5 _.-..,, .,_. -_ 1 _.•••••_i V •.•-. **III"MS"L FLOATNU MADE TMAIL HW-HYD IS VALID FOR All cDM.115 APPIXA NS.M41 SLIDEO HDO-FIVB*s fLOQTINCs-STACK Id/ddd/!fJly�A�yM FLORIDA BUILDING CODE(Non Hi g h Velocity Hurricane :zone t ,•• A"� E+2017 TIlTECO,INCt20t7 FASTERN METAL SUPPLY, INC. 'Vi, •" +' . BERT TM TM ccordonSuer Sy stem° f7-0—LE- HV. R , / tWV.COtsI CA . WINDOW BADE r Amed6 n ShutterSystems: .'N OESCRIPi10N -DATE DRAWN"Br• L.C. TILLIT TESTING &'ENGINEERING;COMPANY 4R,'•• .4 a AasociotionA lne, 1 OLD t5-085 7/27(t DATE: 07/27/77 -. Q 7`.• tt 0355 N.W.36th 52."t 703.-ARCN'A QAAD?NS..FLUGUGA 3316 Phone:(303)871-1536.F6.:(309)671-1537 4268 WeStf00(JS Drive DRAWING No A"""C It T:wLwoo Liam. West Palm Beach, FL 33407 3 / ANN`4! 4 1?F!T(f ED-OWS719 4 17-107 4 .,�Y. lddip WALTER A TILUT Jr..ME: rrlr FLORIDA Lic_f 44167 5SHEEP P.E. SEAL/SIGNATURE/DATE 0 9 6F 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE OR "j` t�j - r, !1. OR CONCRETE CUCONCRCONCRETE--- CONCRETE BLOCK WALL OR CONCRETE REQUIRED f BLOCK WALL REQUIRED i' BLOCK WALL REQUIRED """'"- "i BLOCK WALL REQUIRED _ EXISTING GLASS I f CONCRETE ANCHOR 4 f EXISTING GLASS 2.• ® I6 O.C. EXISTING GLASS ` J ,; � � ? I r ' �-� yI � 2"MIN. /EXISTING GLASS MIN..". ..() i MAN SEPARATION TO ASS(SEE ' - ( f>�' t „FOR SHEET SCI70 MA ON 3ieEf 1 .;,-i` I TC1 SEPA I ,t'I PAN.SEPARNMON tkk SEPARATION ULE EO r EO TO CLASS SEE �®AN.p �� TO t,YAs,"(SSE i t MIN..SEPARATION ' i� i,� ✓ SCF,E0l,1.E ON SHEET 1/16 x3 MAX ON,.SHFET 19 i'OR 1t FOR BLADE 1 11 FOR L1tPDE QNJD (6063-T6)CONT.-1OtADF.SQ&® )OAND i`I SOI1EOUiE ON 9iEET (LOCATE AT ON SHFET 19 FOR ALUM.CLOSER - ON SHEET 19 FOR 1/2• 11 FOR BLADE OAN EON R SIDE) BlA0E5 m&W PLATE. (LOCATE 1/2?'- / , BLADES Odc 2 ON SHEET 16 FOR OFT { AT EITHER SIDE MIN 1 ' j i BLADES 1O&Q�' 1/2"MIN. OF I [ d•USE t'OR 2"MAX.l0xi/2"S.M.S^> 1---1 010x1/2'S.M.S. 1 ` ",? (AS APPUCABLE)x2"xt/B°x0'-2" ® 16"O.C. _----- ALUMINUM CUP ANGLE '® 16'D.C. < J,nJ' --'7�� 4 (6063-7(5 ALLOY)ATMIOHEIGFff- ® 1 (1) #10X1/2"S.M.s.rap& / (2)1/4'0 TAPCONS ANCHORS TO \;J SEE DETAIL X FOR ♦ WALL AT 1'D.C. (LOCATE AT ®♦ ♦ SIDE CONNECTION OR ® j EITHER SIDE OF Q) 6 OR )' OR ® SEE DETAIL X FOR-� t',OR ®♦ ( TO TRACKS SIDE CONNECTION SEE DETAIL X FO 4 ®w 6•7 a Bu 10•®" 10.TRACKS w 6. 7 a 810•®"' IO• SIDE CONNECTION ®°10.07°•8°'10 10 ®fi: d©.�°'Q•�Q' �p®`"©'�®•®°" TO TRACKS iD• 100®�®'�©'�°1 © �'© ©•�' ©°'�.0 ®°" �'� 010.0 ® 6•0@-@-0-@- 7g•7 . END CONNECTION DETAIL 1) END CONNECTION DETAIL 20 END CONNECTION DETAIL END CONNECTION DETAIL :POURED CONCRETE OR • REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" ----- -EXISTING GLASS CONCRETE BLOCK WALL I GLASS I®� --� - REQUIRED t L ` MN SEPARATIOd - Ht0x1/2 SM.S' r' W CLASS(SEE' ` �.. O 16 ,OC. LArL SEPA1Liliav -D y— �� ` '' � '� TO CLASS(SEE OOR®OR.@OR e It FOR BADE RAND CONCRETE i 1/2' MIN._ -- --- f� ON SHEET 19 FOR ANCHOR ® ' �. ~L—_ _ SCHEDULE ON SHEET CONCRETE= SAS & 12" 0 G. { 11 FOR 19©ORD 4 -__ __-_ QOR)$OR�OR� EET ANCHOR i EQ �' J # BIADEsPD&a ® 16' __ 1/2-MIN. 1 - OR@ _1 2 4v. _ EQ OR®OR DOR ! 2 MIN, •2":MIN,rr i 4 SEE"TONS OF USE FOR O ,!OR -1 r BLADE.t�_ON SHEET 19 ) OR $OR'I OR 3 OR p VIEW L (�, '®� 1 — U OR �. i PLAN DETAIL X POURED CONCRETE DR p Q�a©•OaQ.10 r�a ----r©•'® ©•Q°'�"'LJ'®°` CONCRETE siacK WALL 10 ,oEND INSTALLATION REQUIRED 12-0-0-6.0- o-@-o-(D'@- n HV BLADE OR I HV WINDOW BLADE INTO ®•�a 1 08a 8 CONCRETE" OR CONCRETE BLOCK WALL END CONNECTION DETAIL(9) ECTf 6� © ®a® � FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,11T1 1AQ' "•\�fW ✓ 020tJ TR1ECO,INC. ®2017 EASTERN.METAL SUPPLY,INC. BERTHA H TM A.S.S. . MME �0 , c, Accordion Shutter System y -•A : IAV. RADE#t W/OR,W/o y.V. WNMW MADE A•'. "?z . TILCIT TESTING & ENGINEERING COMPANY AM6!'ICGII Shutter Systems Y EY.N :DESCRIPTION. pAT[ DRANN BY: LC a� +`Oy ..8355 N.w.36th sl:,ste 304,wutNA CAROa ;FLORCA 3318 . It9SOC10t10I1� Inc. 1 OLD 75-085 7/27/1. OATG �07/27/17 �rt"Urc- Phone:(305)671 1530.1-:(305)871-1531 4268 Westroods.Drive x �OMAI.���� 1111 o-1.mte000a0Lwm DRAWING No .� T11 EB-0008719 West Polm Beach, FL 33407 3 17-107 7_'07 -ry I 'WALTER A TAUT Jr.'P.E. 4 L//Liss ATU T '.FLORIDA Lia R 4x167 P.E. SEAL/SIGNATURE/DATE 5 SH tE0 OF 20 SCHEDULE #1 SCHEDULE f!2 C MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" (ft.). FOR INSTALLATIONS W/ MAXIMUM SHUTTER SPAN "L+" OR "L-° (ft.) FOR R °L-" (ft.) INSTALLATIONS IN TA eT10N_NNLEGEND •• NOTES, CENTERMATES.® & ® or or INSTALLATIONS W/ IN I CONCRETE& O ONE H.V. LOCK O or © or or & W/'ONE HV LOCKS MANSORY- WOOD POSITIVE A.S.D ALLOVIA13LE SPAN FOR A GIVEN HD COCK ®W/ NO LOCKING RODS or ONE HV TOCK or ' or® )R W/ NO LOCKING WALL A, 8, G, D, E, M, N, p p Q, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMAT® 28®29 W/ ONE W/ NO LOCKING RODS ® ODS MOUNTING F. K & , R. S, & V. A.S.D. DESIGN PRESSURE RATING. 10-T" LOCK 30 W/TWO LOOK NG (SEE NOTES t.tt) T (VALID FOR MOUNTING Q RODS 35 OF & BOTTOM EE SHEET 7) FLOOR/CEILING (2).PROCEDURE TO DETERMINE MAXIMUM SPAN FOR NNr[�177''�- ++�� 0 CONCRETE&WOOD / G, H. I, 11, J T, U, W & X WALL MOUNTINGS OP BOTTOM OR FLOOR COLING: CONCRETE&woo INSTALLATIONS V MOUNTING (TOP/BOTTOM) FLOOR/ CEILING;DM wum4w I .uwuw CONCRETE & M AS0.DLSGN ASD.OESNa4NSTALLATIO AS.O.DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, FR QUA[ WALL MOUNTING FLOOR/CEIUNG : wE WALL MDUNID40 PRESSI= DETERMINE MAXIMUM SPAN 'L+-FROM SCHEDULE, MOUNiTNC FLOOR/CDl1NC MOUNTING ((P.-L) FLOOR/COLINGR MWt41WG GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, OR fF OR M� DETERMINE MAXIMUM SPAN %-•FROM SCHEDULE (�OA-) C.DR-) (t Dft-) F100R All NOUt111NG L+ (ft) L-(8)_ L 4 (ft) L-(ft) L f (8) L-(IQ L 4 (I7) 1.-,(ft). 0 MAXIMUM SHUTTER SPAN -L+"OR -L-•FOR 30 OR LE %'-o• 16"-.0' 16•-0- 16'-0' 30 16•-0• 1",). 30 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10• 14'-10• 15'-2' 1G'-0' 35 14'-10" 14'-10' 35 15'-2" 16"-10- 105 PSI.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN •L+•AND %-•. 40 13'-10" 13'-10' 14'-2" 15'-2' 40 13'-10" 13•-10" 40 14'-2' T5'-2• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13"-1" 13'-1" 13'-4" 14'-3- 45 73'-1' 13'-1• 45 13'-4' 14'-3• t HV CORNER CENTERIIATE 93 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5• 12'-5' 12'-a' 13'-7" 50 12'-5• 12'-5` 50 12'-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS V!/ FLOOR/CEIUNG MOUNTINGS: ._ 55 11'-10' 11'-70- 12'-1' 12'-it' 55 11'-10' 11'-1O"- 55 -iT 11^-t 1• SHALL BE AS INDICATED ON MANDATORY CONDITION (/2 60 717-4• 17'-4' 11'-7` 12'-4" 60 11'-4' 11'-4' 60 10'-2- 10'-11• NOTE#5,.SHEET S. FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: 65 f0'-10° 10'-10` 11'-.t' 11'-it' 65 10-10" 10'-10• _-'65 9'-6• 101-1' DETERMINE: 70 10'-6' t0'-6° 10'-9" T1'-5" 70 10'-6' 10'-6" 70 8'-8' 9-4• L,+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75 10'-1` 10'-1• 10'-4• 11'-1• 75 l0'-1' 10'-7' 75 - 6'-9• yy L2+=-MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 1 1 EXCEPT THAT MAXIFAUM SHUTTER INSTALLATIONS. 80 W-10' 9'-10'_ 10'-0' 10'-9• 80 9'-10' W-10- SPAN "L+"OR-L-•AND MAXIMUM A.S.D.DESING 85 91-6" 9•-6" 9'-9- 10'-5` 85 9'-6' 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 90 9'-3• 9'-3' 9'-5' 10'-1' 90 9'-3- 9'-3' OR CONCRETE BLOCK SHALL BE UMrTEO AS FOLLOWS: RATING: 1- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: -9 9'-2- 9'-10 95 9'-0• 8'-9" L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE 100 8'-9" 8•-4• 9'-0- 9'-7` 100 8'-9- 8'-4' Lx-= MJUf. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS 105 8'-7' 7'-11. H'-8- 9'-4" 105 8'-7' 7'-11' 110 8'-4- 7'-7' 8'-7" 9'-2• 110 8'--4- 7'-7' F114AL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE. 115 8'-2 r-s s'-4 a-„ 115 8'-2 1-11 SEPARATION TO GLASS SCHEDULE !MINIMUM BETWEEN 'U+', LZ+', 'Lv"AND 'Lz-" Ito 8'-0' 6'-11" 8'-2' 8'-9' 120 8'-0' s'-11- (4)00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6•-8" 8'-0• 8'-5• 125 i;_I 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5" 7'-10" 8•-1• 130 T-8' 6'-5• MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7- 6'-2` T-9' T-9- 135 7'-7- 6'-2" WIND ZONE SPACING. 140 7--.5• - s-91• r—r 7'-6• 140 �•—s• s'-„• ASTM E-1996 SEPARATION 145 7'-3' 5•-9' "r-5• 7''-3' 145 7: '-3'_ .. 5--9- TO GLASS 150 7'-2' 57-7. 7'-4• 7'-0 150 T-2': 5'_7 155 7'-0' 5',-5' 7'-2"- 6'-9• 155 7'---0•. 5'-5" 1THRU 3- .• 160 6'-1_1 5'<2• - 7•-1" 6'-7• -160 6'-11' 5'-2' 165 6•-10' 5'-1" 7--0• V-4" 165 6'-10' 7-1' 170 6'-9" 4'-11' B'-11" G'-2- 170 67-9' 4'-1-T- 175 ",75 6'-7- 4'-9' 6'-91- 6'-01 175 W-7• 4'-9- O H V BLADE 180 6'-6" 4'-B' 6•-8' S'-10' 180 66' 4'-8" 185 6'-5- 4'-6• 6'-7' 5'-8' 185 6'-5• 4'-6' 190 6'-4' 4'-5` 6'-6' 51-6. 190 '6'-4' 4'-5• 195 6'-3' 4'-3` 6'-5' S'-5• .195 4'-3' 200 W-2' 4'-2" G--4• 5'-3• 200 6'-2- 4'-2- 205 s'-1 4'-a 6'-3' S'-1' 205 If 6'-1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �,�.`'• ... 02017 TILTECO,INC. 03017 EASTERN METAL SUPPLY, INC. BERTHA HV TM A S S A Accordion Shutter System j ¢r ■ ■ ■ I• H.V. BLADE#1 W/OR W/O H.V.WINDON BLADE TILLITTESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY:M&V, LG. N.W,36th.SL.Ste. 0S,NPWNM GADENS"FL4)PoDA 331 Association, Inc. , OLD 15-055 7/27/1 ale 07/27/17 r7 r• Fbon4:(303)871-1535.I.:(305)871-1531 4268 Westroods Drive z '=�V ••••'• ••,v\4Ee CO06719 L�� West .Palm Beach, FL 33407 3. DRAWING No /001 �,1� WALTER A TWT Jr.P.E 17=107 FLORIDA Lit.a 44167 P.E. SEAL/$iGI3,$,TURE/DATE 5 SHEET 6 11 0F 20 :i :•: c Mill •; il712 - 1Z N: • • . :111 :1•. .1 •: '•.• . .• .11. 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M6iaa�fpapO�Mp � EEnloMii=M=K3 11101COoNuir EX MCMMN�OiE�a�00as RonM���p'L�b�MnOO�dIEE70��O��CM�a��lOM17Mf e .• r o �• r •c i• 0e� SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEGATIVE PRESSUREATI AND A CORRESPONDIMAXIMUM ANCHOR* SPAQ NG MOUNTING TYPE FOP CONCRM OR m '•RETE Rln" u ulAnn_ (SEE MOUNIINGS;G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: CONCRETE POURED / E BUICK POURED (A) TO EXISTING POURED CONCRETE(Min.I'D-3 los;) MAIMADN QE WALL SILL MOUNTING ©CEILING MOUNTING ^`l FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREACFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDE%.(Min.I'0 3 lei) SPAN ANCHORS SPACING IEGEND - 1/410 x 3ET/4'ALL POINTS SOLID-S .ANCHORS,AS.DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Mtn, f'c m 3 Moi) 00 'BMW NMM Ptd RAIING 0. f NFrA1NE 1IIIIIS E RAI@1G. .DESIGN.7EP7AT PI�AINE BAtOq - 1/4.0 BLUE TAP CONCRETE ANCHORS,W/CAP AS MANUFACTURED BY FLORIDA.FASTENERS DIRECT,INC.(Min.rc-2 kvT) TAPCON OR b_40 60. 75 90 I20 160 205 J0. 40 60 75 190 112011601205 30 140 So 175 SID 11201160 20.4 TAPCON - 1/40 TAPPER+ANCHORS AS MANUFACTURED 81'POWERS FASTENERS,INC..AND DISTIBBUTFD BY ALL POINTS SCREW.BOLT&SPECIALTY 109 B 8 633 74 12 10 8 B 9 B 8 6 8 1HREADFOM RM ADVANCED TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 12' '- . - 8 G G t4 .12 10 Min.rc-3 ksi 3'-0' 14 '12 10 ' ' . 9 8. B .6 6 14 12 10 8 8 6 6 6 14 12 10 9 B 8 5 8 ( ) OR LESS 14 12 7D 9 8 8 B 8 14 12 f0 9 B a 6 6 14 1210 9 8 B 6 9 ALL POINTS SDUD-SET 14 12 10 9 B 8 6 7 14 12 10 9 8 8 6 S 14 12 10 9 B 8 6 B BLUE TAP W/CAP NOTES: 14 12 10 9 B, 7 5.5 3.5 14 f2 10 9 6 B 8 6 14 12 10 9 6 B 6 S TAPPER+ Al) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ U t2 10 9 B 8 6 8 14 12 10 9 B B 6 s 14 12 10' B 8 8 8 53 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS,IS 1 1/2'. 14 12 10 9 8 B 6 4 74 f2 10 9 8 8 8 ..JT 3 14 12 10 9 8 B 4 JS A2) MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 - 8 . 4.5 /4 12 f0 9 B. 8 6 5.5114 12 10 9 -8. 8 6 4.5 - INTO STUCCO SHALL BE PERMITTED. 7/4'o-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14.12 to 9 7.5.SS J.5 - L 12 10 9 e 8 6 5 14 12 f0 e, e '7 55 4 •SEE u A71DY5 OF usB FOR 'EXIST;AND 1'MINIMUM FOR WALLS WITH NO STUCCO: 14 12 10. 9 B B 6 6 14 12 10 9 0 B $ S$ 14. 12 10: 9 8 8 6 4S BLADE IA ON SH27 19 14 -72 10 9 8 7 4 - 14 12 10 9 e &5" 5 3.5 /4 12 10 8 BS- S 35 J 0.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 7.5 4.5 - 14 12 10. 9 6 8 6 4.5 14 12 10 9 8 6.43. .75 - ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14.12 9.5 7.5 6.5 4.5 - - 14 12 10 9 B 7.3 5.5 4 14 12 t0 9 8 -6' 4.5 J,5 NOTES A1).�A2)ABOVE,.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WTfHoLn METAL STUDS CONSULT THIS ENGINEER FOR 6'-0• 14 12 10 9 8 8 6 - 14 12 lO 9 8 6 6 5 14 12 10 B 8 6.5' 5 33 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 71 5.5 J 14 12 10 8.5 7 5.5 4 3 14 12 B 8.5 5.5 4 3 _ 14, 12 10 9 B 6 - - 14 12 ID. 9 B 6.5 5 3.75 t4 12 10 BS B 5 4 - (B) TO EXISTING CONCRETE BLOCK:,(ASTM C-90) 14 12 8 6,5 5.5 3 - - 14.'12 10 B 8 6.5 4.5 3.5 14 12 10 8 O S 3.5 J - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEK. 7,_O• 14 72 t0 B e e - - 14 12 10 9 8 7 5 4 14 12 10 9 .S 53 4 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SLT.ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, t4 12 t0 8 8.5 4 - - 14 12 9 7.5 6. 43 3,5 - 74 10.5-7 5S 4S 3.5 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED B1'FLORIDA FASTENERS DIRECT,INC. 14 @ 10 8.9 7.. 4 - - 14 12 10 9 7.5 5.5 4; 14 '12 9� :7 X 4S - - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS,FASTENERS;INC.,.AND.DISTRIBUTED BY ALL POINTS SCRIEW. BOLT&SPECIALTY 14 11 7 5.5'4S - - - 14 12 '10 9 73 5.5 4 '14 12 9 7 6' 43 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOIZED VENDOR REGISTERED WITH THE AMERICAN'SHUTTER SYSTEMS ASsocUroN, INC. 8'-0' 14 12 IO 9 8 6:5 - - 14 12 10 9 B 6 4 - 14 12 ID 3 83. 5 3S - NOTES: 14 12 &5 7 6 3 - - 14 12 8 6S SS 4 3 - f2.5 9.9 a 5 a J - - '.B.I)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W CAP ANCHORS AND TAPPER+ANCHORS 15 1 1/4•AND TAPCON 14 f2 SIS 7.S 6 - - - 74 12 9.5 8 &5 5 - - 14. 12 :8 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. / I3 9-5 &5 5 3.5 - f4 12 10 8 83 S 14 12 8 6.5 5 4 9,_0. 14 12 1. 9 8 - - - 14 12 70 9 73 4.5 - - 14 8 8S 7 SS 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4•ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 LIS 78 B 4 - - - N 11 7 S.S 3 3.3 - -it� 8 SS 4,5 3.5' - - - EMBEDMENT INTO STUCCO SHALL Be PERMITTED, 1/4'D-20 S.S, MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 BS a.5 - - - 14 12 8S 7 5.5 4 - - 14 10.5 7 5.5 6 4.5 - - EMST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 113 &5 SS 4 - - - 74 12 9 7 6 4.5 - 14 11 7 Sb 4.513-51- l4 t2 ID 9 7.5 - - - 7a 12 70 B &5 5 - 14. 12 B 6 5 4 - _ - 8.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE E)OSTING WALL OR FLOOR, 14 LOS 7 5-S.S - 13 93 6.5 5 4' 3 - - 10 7S 5 4 3 - - ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES..ANCHORAGE SHALL BE AS INDICATED ON 14 n 7S 55 - - - '14 116 9 6 S -.4 - - 25 95 6 5 a 4 NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WRH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 103 6 5 - - - - - 14 12 8 6.515.5 4 - - 13 10 65 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11'-0' 14' 12. 10 - - - - - 14 12 9 '7 6 4.5 - - 14'10.5 7 5.5 4.5 3.3 - - 12S 9.5 3_ _ - - - 12 9 e 4.S 4 J - - 9 7 4S 3.5 3 - - - (C) ANCHORS SHALL BE INSTALLED rOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - 14.LOS 7 5.5 4.5 - - 11.5 W. 5S ITS 75 95 7 4,5 - - - - - 14 1.5 71 6 S - 12 9 6 4.5 4 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. _N 12. 10 - - - - - 14 12 8' 6.9'5.5 - - 13 10.6.5 5 4- - - - FD DI�E`ERSOS SPACING SCHEDULE FOR ANCHORS• 11 B S.S 4 J.5 - - 8 _04 t J - - - - MAXIMUMt ANCHOR SPACINGS ARE YAUD FOR EDGE DISTANCES INDICATED'BELOW.FOR E.D.LESS THAN THE INDICATED REDUCE ANCHOR SPACING 13 9S 6.5 S 4 - - 0.5 85. ♦ - - - N E3T MULTIPLYING I SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 BS - - '14 10.5 7 3.5 4S - 11 8.5 M - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - 14:115 7.6 8' 5 - - 12 9 .FAC70R 10:5 8 - - - 70 7.5 S- 4 3 - - 75 SS - TAPCON WIT)(ADVANCEDACTUALTAPPER + 123 SS - - - - 12 9 8 4s 4 - - 9.5 7 - EDGE TAPCON ALL POINT.SOLID SET BLUE TAP W CAP THREADFORM TECHNOLOGY / 8 E - - - - - - 13 9.5 8.5. 5 - - - - 0.5 7.5 5 ♦ - - - '. V BLADE R OICTANCE NTN:SPACING 14'-0' 14, 12 - - - - - - 14 lOS 7 5.$ - - - - 11 8.5 55 4.5 - - - - ED. MIN.SPACING-3' THIN.SPACING @.3' MIN.SPACING-3 1/2" MIN,SPACING-3•' 3 3/4• 4• 10 7S - 9 7 4.3 33 - 7 5 ]S PO D 3 - - - - BLAD URE CONCRETE& pCLFMUK E,�,�� cN.EllE ancx POURED CONCRETE s POURED CONCRETE&POURED C=ETE CONCI E LOOK 113 B - - - - - 71 8 55 4.5 - - - - ii 6.5 4.5 - - - - - CONCRETE BLOCK may.E0..3 1 2 MR E0..2 t CONCRETE BLOCK CONCRETE BLOCK 12 9 e Q MN ED.•3' / �� AGR E0. 3 1 MN MN F.D. 1/2'MH E0..2 1/2' 9.5' 7 45 M- 14 - - - - - - 35 10 6S - - - - 1oS 8 5- - - - - - BLADE WORKING 3• l.o. 0.90 1.0 0.78 1.0 0.84 1.0 15'-0' 9 - - - - - - - es: 9 J - - - - - 2 1/2• - 0.81 1.0 - 0.67 7.0 ro - - = - - - - los 6 5 - - - - 8: 6 4 -. - - - IN UNISON ♦ 2' 0:71 - - 7. - - 115 8:5 5.5' 45: - - - - _ 0:51 16'-0" 1a 1212.5 6 _ _ _ _ - '10 7S 5 _ _ _ _ _ 1.3/4' - '0.91 - _ - 0.43 8 8 4 _ _ _ _ - 6 4.5 3 _ _ - _ _ 1 1/2. 0.35 7 9 - - - - e 6 , - -.{ _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,01"vt� \ 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. .................. BERTHA VTM CISS A Accordion Shutter System. b H.V.BADE#1 W/OR W/0 H.V.WINDOW DOW RADE a -�� •`� TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems- IEr.ifDESCRIPTION DATE DRAW,BY: LC. �'•. �� 6J55 KW,36M S1..SI..305.VIRCINIA MOONS.FLORIDA 331 Association,. Inc. 1 OLD 15-OB5 7/27/1 ,DATE. 07/27/17 Al Phone:(305)071-1530.Fox t(3&5)871-1531 4M Westroads Drive 2 e*'•..Of?l ,,: 4 ,-moa:6N«ooam:rom DRAWING No �ysf,� ....... ^\��4 114 EB-ODO6719 YYest Palm Beach, FL 33407 3 Q V .°11 YIAI:TER A.71LUT d'P.E. 4 17-107 IRIE.S {7R�/DATE FLORIDA LIc./a4167 5 SHEET 9 13 OF 20' MAXIMUM ANCCHOIg+ $PACING tin) SCHEDULE POR A GIVEN MAX. SHUTTER SP N- A-S.DDESIGN NEGATNE PRESSURE RATYPE FOR CONCRETE OR.CONCRETE BLOCK INSTALLATIONS (SEE NOUNMGS 4 J.K&L ON SHEET 7) POURED CONCRETE POURM CINI COtiCRE BLOCK ANCHORS SPACING LEGEND 1 OVER do 1 "I ,ti Oj RAINGUARD MOUNTING ©IVALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING TAPCON OR SPAN{ kw DEM NVICK PPk158PF MSG a t.451q+at*,nrnt:eResv6fi:k4M od JLSD:etsa71 AW PKSM TunNG- GUM WWW K=K:Ri=(mf TAPCON-WITH ADVANCED 30 40 60 75 90 120 160 205 30 40 60 75. 90 120 160 205 34 40 60 751901120 180 205 30 40 60 T9 '90,120 160 205 THREADfORM TECHNOLOGY 14 t2 10 9 8 8' 6 2 12 1212 12- 1.5 $ 7 7 7 T 7 T 5:5 5 5 5 5 5 9 ALL POINTS SOLID-SET 3^0' i4 12 10 9 8 8 6 6 12 12 12 12 12 12 9S 7 7 7 7 7 7 7 7 7 5 5 5 S S 5 5 5 OR LESS U 12 10 9 $ 8 fi $ 1Z. t2 12 12 0.5 8 6 45 7 7 7 7 7 7 7 6.5 5 S S 5 5 5 5 9 BLUE TAP 74 t2 TO 9 8 8 6 6 iZ 12 12 12 12 10 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 a 5 s TAPPER+ 14 12. f0 9 8 8 6. 6 12 12 12 12 1.5 8.5 aS S 7 7 7 7, 7 7 SS 4. 5 5 5 a S 5 5 4 4'-O' 14 12 i0 '9 8 8 6 6 ix Ti-i2 12 12 9S 7 5.3 7 7 7 7 7 7 7 '? S 5 5 5 S 5 5 S N 12 10 9 8 8 e 0 72 72 72 9.5 6 6 45 3.5 7 7 7 7 7 7 6.5 9 5 5 b 5 5 S 5 8 N. 72 10 a. 8 8 6 6 12 12 1T t2 10 75 5.5 4 7 7 7 7 7 7 _7 5.5 5' 5 5 S 5 G 5 5 14 12 10 9 $ 8 6 6 12 12 12 ii 9 7 5 4 7 7 7 7 7 5S 4 3 5. 5 5 5. 5 5 4 3" _.�.�. 14 12 10 9 a s ..6 8 12. .12 12. 12 '10" 7.5 55. 4 7' 7 7 7 7' 7 ''7 7 5. S 5 5 '5 5 .5 5 74 12 70 9 $ 8 8 5 12 t2 95 7:5 -6 +5-35 -- 7 7 J 7 7 7 5 3S 5 5 '5 -5 5' 5 .5 4 * SEE ANCHOR 14 12 f0 9 6 8 6 9 12 12 12 9S 6 8 4.5 - 7 7 7 7 7 7 55 4 5 5 5 5 5 5 5 4. 1# 12 10 9 a $ 6 6 12 12' 15 9 75 55 4 ] 7 7 7 7 7 4:5 35 - 5 5 5 s 5 4.5 3S ^ SPECIFICATIONS 6'-0, 14 12 10 9 8 a 6 6 12 12 12 10 8 6 45 335 7 7 7 .7 7 7 7 7 5 5 5 5 5 5 "5 5 ON SHEET 13 14 72 10 9 8 a e8 12 12 8 '6T 5 4 ] - 7. 7 J 7 7 5.9 4 5 5 5 5 S 5 4 3 14 12 /0 a $ 8 6. 6 12 12 10 8 65 5 .75 - 7 7 7 7 7 6 45 '- 5 5 5 5 5 5 4.5 ^ f4 12 10 9 8 8 6 6 12. 12 10 8 6.5 5 3.5 7 7 7 6.5 SS 4 - . 9 5 5 5. 5 4 3 » 7'-0• 14 t2-i0 9 8 8 6 6 12 t2 t2 S.5 7 S 4 3 7 7 �7 T 7 J T 6 5 5 5 :5 5 5 S 5 14 12 SO 9 8 8 6 6 12 10 65. 5 4.5 3 - 7 7 7 7 64: 5 3 - 5 5 5 S 5 5 3.5 3 4 t2 10 .9 a 5 s s. 1x t2 as. 7,ss' 4 - T 7 7 7 T s - - s s a 5 s -a 4 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12' 12 8.5 7 5.5 4 3 "- 7 7 7 55 4.3..3 - 5 '5 5 5- 4.5 35 - - PSF A.S.O DESIGN PRESSURE 14 12 10 9 8 8 6 - 72 I2 OS 75 4"45 3.5 *^ 7 7 7 T 7. 7 7 4" S 5 b 5 S S 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 fi i2 4 5 4S 4 3 - - 7 7 7 ? SS 4 - 5 5 5 5 5 4 3 - SCHEDULE #3, SHEET 11 14 12 10 9 8 8 6 12 11 7.5 6 5 75 - 7 7 7 7.5 B 4.3 - 9 9 5 S 5 4.5 - 14 W1210 2 8 8 - 12 SS 7.5 6 5 3S - 7 7 65 a 4 - - - 5 5 5 9 474 9 6 6 - - i2 12 95 fiS f4,1 .5 3 - 7 7 7 7 7 7 6 3 S 5 5 5 5 5 5 5 I4 0 6 8 0.5 6 5 4. '7 �75 J.5 - 5 3 5 8 5 414 9 8 8 - 12 10 6.5 5 - - 7 7 T 65 5.5 - - 5 5 S 5 S f - 14 12 10 9 8 11 - 12 OS 7 55 - 7 7 5.5 45 3.5 - - 5 5 9_4S 3.5 - - - 10'-O"f4 1T f0 9 8 8 - 12 11'85 6 -- 7 7 7 7 7 7 LS 5 5 5 5 5 S S 4514 12 709. a 8 ^ 9S 7 45 33 - 7 7 7 55 4.5 - - - 5 5 "S 5' 4.5 3.514 12 10. 9 8 e 12 9 5 3' 77 - 5 S S 4.5 6 - - 14 12 10 9 a 8 - ^ 12 9.5 6 S 4 3 - 7 7 5 4 3 - - S 5 5 4 3.5 - - it'-O'14 12 /0 9 a a - - 72 10 7 55 4.5 35 _ - 7. 7 7 7 7 7 3S - 9 5 5 S 5 5 5 4 e�{t\\// if 12 TO 9 8 8 - ^ d5 8.5 i 3S S - 7 7 6 S 4 - - 5 5 5 5 4 3 , 1 T BLADE ONLY 14 '12 10 9 8 8 - - 11 8 5.5 4 - - - 7 7 7 S.5 45 - - - 5 5 5 S. 4S - 14 12 10 9 8 - - 1,516.5 6.5 4S 3.5 - 7 7 45 35 - - 5 9 4:5 SS 3 - - - 12-0'ti i2 t0 9 s - - - 12 9.5 6.5 5 4 3 - 7 7 7 7 7 6 3 5 S S 5 5 S 4.5 3S T+ 12 10 9 a 8 6 4 ] - 7 7 5S 4S 3.5 5 5 5 4.5. 4 3 - 14 12 t0 4 8 - ib 7S 5 4 - - 7 7 b S - - - - 5 S 5 5 4 - 14 12 10 9 8 - - - OS-B 5 4 35 - - 7 6.5 45.3.5 - - 5 5 4.5 3.5. 3 - ^ 73,.^ti.14, 12 10 9 8 - - -- 15 8.5 6 M5 3S 3 - '7 7 7 7' 7 4,5 5 5 "5 S 5 9 '4.5:35 T4-72 i0 8- 8 7 5.5 3.5 3 _ - - 7 7 5 4 3 - - 5 5 5 4: 3 - 14' 12 10 '9 a - 9 7 4.9. .75 - - - - 7 '7. 5.5.4.5 - - - 5 5 S 4.5 4 [14 12 f0 9- - - - - 10 7.S 5 4 3 - 7-'6 4 3 - - - 5' S 4 3l4'-O" 17 f0 9 - - - OS 8 5.5 4 3.5 - - 7 7 7 7 7 4 5 5 5 5 4 3 12 to 9 - 8:5 S '3 - - - 1 7 5 35 - - - 5 `a 5 412 10 9 - 8,5 6.5 4 7 7 5 4" - - - - 5 .8 5 4 - 12 10 - _ _ _ 9 7 4.5 3.5 3 - - - 7 5.5 3.5 -15•-0` 1Z 1010 7.5 5 4 3: - - 7 ,7 7 7 7 33 - - 55s412 f0 6 4.5 3 7 7 45 3 - - - -. S S 1S. 3S:' - - 10 - _ _ R 6 4 - 7 1:7 9 - - -.. 5 -S 5 4.i2 70 - _ _ 8S es 4 3.5. - - - - 7 55 3.3 - 5 5 33 1210- - - - - 95 7 4.5 35 3 - - 7 7 7 7 6 3 - 5 S. 5 S S 4S 33 - 14 75 5.5 ,75 - - - - T --�w - - - ^ 5 s 45 - = - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 4�1 �4,,. ,>•.... /fb 02017 EASTERN METAL SUPPLY, INC. 02017 11LTEC0,INC. �4 ••"�,icEr�,�;•. 4.,y y B RTHA HVTM AA Accordion Shutter System ■ • . ■ H V. BLADE , W/OR W/O H V. AMNDOW'BLAUE Arnerioan Shutter Systems p,ry D65CR9nON OA7E ORAVN LC. TILUT TE'b"T7NG & ENGINEERING COMPANY Associotion4 Inc. 1 OLD 15-06s 7/2711 9are G7/z7/17 6355!Lill.3621.St,51.305,Y,poll. CA305)8 FLOFMA1-153 331 61 a 4268 Westroods drive z �c-^� Phone:(303)871-15311.Por:(305)871-taSi DRAWING No els r' ......... �1 `tttd. a 1: DWIS7oo.cam West Palm Beach, FL 33487 + 17-107 £9-0006719 i E� /1 WALTER A TILLIr Jr.P.E. 74'711. I FLORIDA'L1c f 44167 5 SHEET P.E. S 1tCJ43CC URE/DATE 6 -7-....._14..0F 20 MAXIMUM A.S.D. DESIGN PRESSURIE RAIING (p lE8130NDING MAXIMUM ANCHOR SPACING (in.) =HEQU FOR A RC N MAX SHUTTER SPAN, NEGATBE A^�,Q, DESIGN PRESSUREA�9ND A, CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16&.17). ��- L_J B -I F:;;Z.n.T E SOUTHERN P NE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CD)( 2 wl MINF.�Gm0.55,. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD M,04UG05G W/ W/ MIN. G=0.43 W MIN, G=0.36 SPAN u(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, O & ft FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS' 8.0. WALL MOUNTINGS 8.0,WALL MOUNTINGS 8.0. WALL MOUNTINGS W & X W & X W & K P & O 5&V S &V S&V 1E4111ftWA 70391E sAR6{}x5 1tw7 sFcuaE vary¢cuw(d7 sn usae usAla t>�rpeG Gfi us3s aaaan>aesPr pore f� rE� 771E o;16{� D,ps xrasT F asac(rt) ,t[3A Ri1S+EFFussE tW16(w1 1LY%IEOSk tQtq�MII5 Fps tti m*>t Mcmc l>ss�sync Gd) 95fX 18fBE ff13�9116(� 30 40 60 75 90 05 30 40 60 7S 90 OS 30 40 60 75 90 "OS 30 40 ,60 75 90 OS 3O 40 60 75 90 05 30 40 -60 75 90 05 30"40 60 75 90: 45 30 40 60 75 90 05 3L7 40 60 75 90 p5 30 40 6D 75 90 OS '-01 OR L 12 ap 10 9 8- 8: S 6 6 6' 6 6 12 10' 10 9 8. 8 6 6 6 6- '6 6 12 10 10,9 8 8 6 6 6 6 6 6 '6 5 4 4 < 3 12 }T 12 12 12 12 72 12 12 12 1T 72 12 12"17.-72 12. 12 4'-0" 12 10 10 9 8 8'. 6 6 6 6" 6 6 12-10 10 9 8 6 ,6 6- 6 6- 6 6 12 10 10 9 8 5 6 6 '6 6 6 6 6 5 4 4 4 3 12 12 12 12 72 12 12 12 12 72 12 12 12 72 12 12 72 12 t2 10 t0 9 8 6 8 6 B 6 6 5.5 12 10 10 9 8 8 6 B 6 6 b 5 72 t0 t8-.9 8 7 6 6 6 fi 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 12_1210.5 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 72.10 10 9 8 5 6 �6 6 .5 5 4.5 12 10 10 9 fi' 3:5. 8 6 6 6 5 4.5 6 5 4 k 3.5 - 12 12 }2 12 12 12 1212 72 12 12 12 12 72 !2 72 70 @.5 T-0" 12 i0 10 9 6S 4 6 b 6 S.4.5 4 12 f0 70 9 5 3 8 6 6 5 - 4 3.5 12 10 1O 7 3.5 - 6 6 6 5" 4 3.5 6 5 4 4 - - 12 12 7T 52 12 12 12 12 12 12 12 10. 12 12 12 0.58.5 7.5 8'-0 12 td 10 7.5 A.5 3 B 6 6. 5 4 3:5 12 t0 10 6 3:5 - 6 6 5 .53.5 3 12, t0 '10 4 - 6 8 5 S 3.5 3- 6 5 4 - - - 12 12 12 12 12 t2 12 12 12 12 tt 9.5 72 12 l.5 4 9'_0• 12 70 1O 5 35 - 6 6. 5.5 .5 3.5" 3 i2 to 9-4 - 6 '6 4.5 4 3 3 72 10 4 3 - - S 6 45 4 3 3 6 5"-3.5- - - 12 12 12 12 12 10. 12 12 12. i. 9;5 8.5 12 12 10 8 6.5r 5.5 10'-0" 12 10 7.5 4 6 6 5 4 ,3 - i210 6 3 - G '6 4 .5 3' - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - 1.2.12' 1212 1.59.512.12 12 0; 8.5"7.5 12 12 9 7 6 5 I V-0'. 12:10 5.5 - - - 6 b 4:5- - - t2 1O 4.5- - - 6 SS 3.5- - - 12 10. - - - - 6 5.& 4' - - '- b 5 - - - 12 12 12 12 10 6.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12•_p• 12 1041, - 6 6 4 - - 12 10 3.5- - - 6 5 3:5- �- -_ 12 10 - - 6 5 3:5- - '^ 6 5 - 12 12. 12 t.5 9S 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 12 - 6 6 - - 12 1p - - b 4.5 - - - 12 7.5 - - 6 4.5 - 4.5 - - i2 12 12 0. 8.5 7.5 12 12 10 84.5 4 14-0" 12 - 8 5.5 - - - 12 7 - - 5.5 4.5 - - - - 12 7 - 5.5 . 3 - 8 6 12 12 9.57.5 8 4,5 12 9.5 6.5 5 415'-0" 12 _ 6 - 12 5 _ _ ._ 12 _ _ _ _ 5 _ _ _ _ 6 _ _ _ _ _ 12 }2 ti 9 7S 5 i2 72 8.5 7 6 4 12 9 6 fi 412 - - 6 - - - - - 12 - - - - 5 - - 1.5- - - - 5 - - - 6 - - - - - 12 12 10. 8516.51 4 72 12 '8 6.5 5 3111.518.515.514.5 3.S - 10 HV BLADE ORHV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •SFE UYj[I,nO, cF uis FOR BLNE(1y ON SHEET t4 + )COTES ON ANCHORS REQUIREMENT& WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD"SOFFR SHALL OE AS FOLLOWS: a SUBSTRATC SHALL CONSIST OF THE F'OLLOW7NG:- SOUTHERN PINE No,2 W/G-0.55(NO-S) - I/4"O TAPCAN ANCHORS,AS MANUFAMRED BY I.T.W.OUILDEX W/MINIMUM EMOEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.OS.) FACH SECTION ON SHEETS"16&17. -SPRUCE PINE FIR NORTH W/C-0.43(%D.S.) EXCEMION:SEE NOTE 2 BELOW. -SPRUCE PINE RR SOUTH W/0-0;36(N.DS.) -MIN.1/2"CDX'PLYV100D(1986_APA) 2.ANCHORS TO HOLLOW CEIUNG SHALL'OE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAS SCREWS AS PER NOS 2015 SPECIFICATIONS. q ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S"MANUFACTURER. FLORIDA BUILDING CODE(Nan Nigh Velocity Hurricane Zone ii1111�`��s ........... �/��� 02017 tiLTECO,INC, 2017 EASTERN METAL SUPPLY,INC. �C • ..,�c , --. Y 13ERTHA NVTMI + /�i �"" A S A Accordion Shutter System E c'p,i sc. ■" , ■ . KV elAM#1 W/OR W/O KV WNWW RAM "b Gv •�' TILLIT TESTING& ENGINEERING COMPANY Americcn Shutter Systems Ly, DESCRIPRON DATE DRAWN 8r LC. T Association, Inc. 1 OLD 15-085 7f27 t DATE 07/27/17 SS4S N.W.MM S7..Stn,M.VIRGINIA GMMS.FLORIDA 331 4268 WOStrOOdS Drive 2 DRAWING NO 1y Phone:(305)871-1530.Fa:.(3D5)971-IS37 �DRAWING �� {�1' �, � I:uNeoova.com West Palm 6eoch, FL 33407 3 EB--s�aNAt F ��1r{i1 WALTER A.TiLU7t9" P.E 4 . FLORIDA Lil-1 44167 S SHEET P.E. SEdtj3i3t4A1URE/DATE 6 15" OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HY & (% HV* BLADES AS APPLICABLE LLATI MAX. SH TER SPAN L+ OR L— FOR INSTAON§—INTO WOOD WITH HV-BLADE(1) QNLY SHALL WAU FINISH BE LIM OTED TO 105.0 123f. A.S.D. DESIGN ERESSURE RATING, SEE SHEET 19 FOR MAX SPAN & P- 1/4-0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 AWORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY F7 1/*-0 TAPCON OR PENETRATION ADVANCED THREADFORM TECHNOLOGY T /-,T,,/C",v;`lPENETRADCN OFTHREADED AREA TO EXISTING 0,F1 1"R.-ARIA, TO 1414.SEPARARON EXISTING WOOD HEWER. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 70 CLASS(SEE I iv (SEE SCHEDULE ON SHEET 15) 1/4.0-20A3/4-S.S.MACHINE SCHEDULE ON SHEET SCREWS'W/1/4--20 NUTS I I FOR BI (DA)V-' xo 0 12'D.C. ON SHEET 19 FOR mi., aAms 0)&(2; 11 EXISTING o GLASS-4 7/ IYALL-I OR FIN] i ItLJ� PTI.N, EX i�-WALL -1 117T MIN, FINISH • 2a EXISTING MIN. WOOD r EADER RECUR WOOD 114-0 TAPCON OR TAPCON WITH ADVANCED :---(DOR HEADER REQUIRED THREADFORM TECHNOLOGY W1 1 1/2- SEPARATION ON EADED AREA TO GLASS-I To GABS(SEE EXISTING Im Min.PENETRATION OF 7HR EXISTING WOOD HEADER. SEPARATION TO GLASS FOR BADE OAND— SHEET I I IN (SEE SCHEDULE ON SHEET 15) SCHEDkAE ON SHEET EXISTING �--(S'ET SCHEDULE ON ON SHEET 9 FOR GLASS—j 2*.4'CONT, SILL IV&0 A PLATE REO'D. BY WALL HEADER INSTALLATIONHV WALL SILL INSTALLATION HV WALL HEADER INSTALTION LA M 1 I IN.SEPARATION To GLASS MIN. SEPARATION TO GLASS (SME SCHEDULE ON SHEET Il)—; —I OLAS" EXISTING 0"SCHEDULE ON SHEET 11) EXISTING —, k EXISTIN MIN.SEPARATION TO CLASS 2.4 CON" WOOD PLATE (SEE SCHEDULE ON SHEET II) T/i20!34*"S5S. j L MACHINE SON REO'D. 1/4"0-20.3/4"S.S. r USING 1/4�-20 NUTS I 1�1 T 0 12*O.C.-,, MACHINE NUTS O 12• ISO -W D.C. OR@ LTJ ~i i�oR @ Io 2*x4*CONT \'k Ar000 plAi I/ fl 1, REVD. LED-Tf-i 1/4-0 TAPCON OR TAPCON WITH ADVANCED RZ N OR(a 1A THREADFORM TECHNOLOGY W/1 1/2- 2'x4'CONT. PENETRATION OF THREADED AREA TO SILL PLATE: =TING WOOD HEADER. 1/4-9N TAPCON OR TAPCON WITH ADVANCED i/4a TAPCON RED-?. (SEE SCHEDULE,ON SHEET 15) THRFADFORM TECHNOLOGY W1 1/2' TAPCON WE EE SHEET 4 FOR TYPICAL Min.PENETRATION OF THREADED AREA INTO PLYWOOD I S, DIN.CR -,L'i WALL FINISH (SEE SCKOULE ON SHEET 15) EXPSUNG M THREADFOR 2 SHUTEER ASSEMBLY. L 94*2 x4 V D..%F -MOUNTING SECTIONS CAN BE STUDS 0 C.t Ay %L/2 AREA INTO PLA'IOOD I COM COMBINED IN ANY WAY TO ti/2-MW�COX PLYWOOD REG-D. 16'0'' _ , PL*I`AlCOD REO'D.FRIIS Mi; COM REO'D.PLYWOOD 10 RE SUITANY INSTALLATION, (R)HV WALL SILLINSTALLATION (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2*.41 STUDS 0 16'O-C-MAX-REO'D. ATTACHED TO STUDS IN PLYWOOD TO RE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH SECTION 2308 OF THE @)HV WALL SILL INSTALLATION SOL U WITH 2-3011 017 1111 F.R.C. r.B.C. SME 7FjlAtlN 19 HV-WALL SILL IMIALL—ATIONS OF tlSE OF T-IDA FLORIDA BUILDING CODE{Nan High Velocity Hurricane Zone: 02017 TILTECO,INC. %,tfk A. 0 2017 EASTERN METAL SUPPLY. INC. �0�I............ BERTHANT m % 7-- Accordion Shutter System ITRME7C70 7,m7c7\ AmSmSmAw KV. MADE#1 W/OR W/O KV. MM RADE Ameirican Shutter Systems EV.N. DESCRIPTION DATC LC TICCIT TESTING & ENGINEERING COMPANY DPAWN JDO�/-27�17 Association, Inc. I OLD 15-085 DATE. 4268 Westrocds Drive 2 Phone:(305)871-1530.Fox 1,(305)671-1131 SM WW.Nd,SL.Siii.30!,'AW,*dA WMEN!I. DRAWING No —'1ctilt—o"Imorn West Polm Beoch, FL 33407 —3 17-107 0, 0 q I WALTER A TIL J'.P.E. 4 1P.E. we I DATE FLORIDA V.L#4a167 SHEET 16 or 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORIT1 HV & 9 HV* BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO--- WOOD WITH HY BUDE M ONLY WALL FINISH SHALL BE.. LIMITED TO 105.0 psf. A.S.D. DE81GN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WI7,H BLADE Ll)& 4A) WORKING IN UNISON I - TAPCON OR F---EQ 2*MIN.. /I N WITH ADVANCED WOOD BEAM REQUIRED. 1177 TA'1 4'.8*(Arm.),EXISTING THREACrORM TECHNOLOGY STRUCTURAL ADEQUACY- BEAM 7 N 1/4'0 %3.�4;S.S. OF EXISTING WOOD OF THREADEDMin.PE I. PHILLIPSHEAD TORE CERTIFIED BY W1I AREA TOTRAIK'N EXISTING WOOD ET TRUSSES OR ON MACHINE SCREWS REGISTERED ENGINEER OR EX'STINC WOOD !Z(SEE SCHEDULE W/ I TER a D.C.REQUIRED 0 NUTS ARCHITECT PRIOR TO -7 a 12 O.G.2 7 A EQ �4. I 1/i RAF SHUTTER INSTAUATIOM� RED TK��' TAPCON OR N WITH ADvAN o CED EXISTING SOFFIT Intl EQ- -4 —3/4*Mx�TW_ .257' THREADFORM TECHNOLOGY M- W/ 1 1/2*Min.PENETRATION J14 _EQ CONT.ALUM.TUBE EQ-;'/ ED AREA 7 r *S,M.s (6063-76 ALLOY)W1 r LONAL &r.CwWOOD HEADER. 7 l/ 0 6*D.C. (3)5/16*0 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) DI or @ or @ or EACH RAFTER OR TRUSS- or @ LOCATE LAG SCREWS AT I MIDWIDT14 OF EXISTING WOOD EXISTING PAIN 2x4" or MEMBER,(2-Mi.,NOMINAL OPEN HOLE AT EACH WIDTH).W/2*Min. SPIN HEADER REQ*D STUD To PENETRATION OF THREADED GLASS I MIN,SEPARATION TO GLASS EXISTING ACCEPT GLOSS--.} 5/16o LAG SCREW AREA.VAUD FOR (SEE SCHEDULE ON SHEET 11) AT CENTER OF TUBE. INSTALLATIONS WITH 72psf L MAX,A_S,D.DESIGN LOAD ANO 1 MTL MPARknCrl 9._O.MAX. EXIM 1 Wi'SEF.RARON SPAN,THIS CLASGS— 10 0.'n(SEE INSTALLATION IS ONLY VAUD HV WALL HEADER INSTALIA '%ET --TION FOR N 9XVJLE ON SIM tt D"- FOR WOOD W1 MIN.SPECIFIC 'Cr OR IS FOR BLADE GRAVITY OF 0.50 AS DOUGLAS FOR CN S"Mr"I BLADES(DrIR OR SOUTHERN PINE No.I I-SEE SH 4 FOR TYPICAL SHUTTER ASSEMBLY OR(W OR EQUAL, 2-MOU-27 SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT MY INSTALLATION. 0-T 'HV CEILING INSTALLATION - CEILING INS 0 M&SEPwm I OR I&* r__ 10 QL.(SEE MIN. SCHEMLE 01 SHM SE'PARA'TION MIN.SEPARATION TO CLASS, EXISTING 101,'RDR�0*0 _j —(SEE SCHEDULE.ON SHEET 1 GIASS\�j I FOR 1(st'Es'.SCHEDULE EXISTING MADM G .SHEET 11) CLASS-- TERN AIANCHOR WAI LO ON Z U #10.34'HEX 2.6'MIN.IV= FINIL-7 WASHER`HEAD I X I DECK REQUIRED 13 OR 2x6'MIN.WOOD SCREWS 0 127 (NO FINISH DECK REQUIRED'(- ALLOWED) FINISHALLOWED) 1 2 1. OF EDGE OF DECK LOW )j EDGE AL'DEECDK IF GAPPLICASUE IF APPLICABLE DECK IF APPUCkBLE 1!4"i1'-20x3/4'S.S. I 1 �4 "i "O'V" TAPCON WITH ADVANCED 'm* MACHINE SCREWS 1/4-0 TAPCON OR TAPCON WITH ADVANCED 1/4-0 TAPCON OR _p PS TRUSS HEAD IA��ED 2'i'CONT. THREADFORM TECHNOLOGY 1/4--20 NUTS -0 TAPCON OR TAPCON WITH ADVANCED THREADFORM MIN- THREADFORM TECHNOLOGY W/ 1/2 Min. 2'Mi "LL PLATE 1/4 PENETRATION OF THREADED W/ I Ag Mi..PENETRATION 0 12'O.G. REQ:p� OF TECHNOLOGY W/ 1 1/2'Mi..PENETRATION OF THREADED AREA To EXISTING WOO?HEADER.(SEE - I THR E 0 AREA TO AREA TO EXISTING WOOD.HEADER, (SEE SCHEDULE ON SHEET 15) '"--"i,LW EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) OX BY WALK-OYER INSTAUMION OV By W (SEE SCHEDULE ON SHEET 15) B U SE— HV FLOOR High Velocity Hurricane Zone, LATION __R INSTALLATION _AU SILL INSTAL FLORIDA BUILDINGCODE(Ron .0 1... ...1.44 't.. .. 02017 TILTEtO.INC. @2017 EASTERN METAL SUPPLY. INC. BERTHA HV�T. Accordion Shutter System I I R Ec o A.S.&A. KV. MADE#1 W1 OR W/O KV.-WIM)ON M AM American butter Systems R .N DESCRIPTION DATE DRAWN BY: LCI TILUT TESTING & ENGINEERING COMPANY % Assoctaflon, Inc. I OLD i5-ow D7/27/17 DATE-- 07/2-7/1-7 6M N.w.3&�s,..Go,.30s, w.cAnoom rLG.4.w,ot Phan.:(3D5)371-1530.F..:(305)871-1531 4268 Westroods Drive 2 DRAWING No --w......... ._-Q:bit—O.O..0m. West Palm Beach, FL 33407 3 EB-0006719 4 17-107 '4L50 WALTER A.TILUt Jr.P.C. 4 FLORIDA U.0 44167 5 SHEET P.E. SEAL/ IdWURE/DATE 6 17 OF'20 END INSTALLATIONS HV BLADE OR (AWINDOW BLADE INTO 2"x4" MIN. WOOD STUDS $•x!41N.WOOD STUDS PEO'D. 2,w WN.w000 Z14'MIN,WOOD'SINK'..« \ \ \ /4'.TAPCai 11.• '_/ 2'04' N. (A9 APPUrN%L) x \ lfr', N4CH9t O 61 O.C. '� '/ WOOD SCUDS. (As hPPI.K.kri,t7 E , PFt0,2tR/Ai#b+ To to cox y l{\ "it ExlsnRa cuss-� h aatwoaD s No ,I STNS 0M. S 4 =.-NC QASS i - J--ESFi71AG GAA55 J E%.INo C. Co. ipt RPRu2iDt PLYtiD o.-\ m ws.( --1/zXIDON, 'a Cox �_.. •.u+m..°E's RO 1/z'lsra cox m�t� t//S13• i!1;12 DXL MA'+D 5aND1RE Ot Si£ET PLYRDaO. 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IN, Rt1lEaunav a 1Y o.c n,045;(u% 4 f SEE LIMITATIONS OF USE FOR m Dtr}rwT63t r 1Iz'rNN. .�!I FOR MADE(DAND BLADE �A ON SHEET 19 "FOR MADE ONO! a:9N6T tS 30R I i/3•it 1 I ' ...,.� n -"�`-^"'',,.�"' 6 tRQOR 1�1cP. 9/DE5mtc ---t ¢CF.CC5 TOR, \t 5 f ix. I QOR U N! 4 4 - � 6.tlk®ae 1�10R ` _ aR1�3aR1 +GRi!Y VIEW Y £4 C63 Q s i fy \ `tul nNrsx 7n4o MoD —I �L9 E4^ate L3' " A �Y. 9 6 ^©© L DETAIL END CONNECTION DETAIL Q SND CONtd=10N DETAIL }2 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone IEi �• ,• 02017 TILTECO,INC. 0 2017 EASTCRN METAL SUPPLY, INC. `°�� vF�usF:y BERTHA HVTM 1 i rL 1 E C G► I c, A.■S.&iA. Accordion Shutter System H.V._6IADE 01 W/CR W/0 H.V. NWNDOd E1AM '�•' i1L11T TESTING& ENGINEERING'COMPANY Amertcon Shutter Systems EV..N OESCRIPiION DATE DRAWN BY: L.C. �a + Association, Ino. t OLD 15-085 07/27117 RATE 07/27f17 6355 fcw.36 SL St..w5.NRCaM GIRem.rLOROA 3316 Pm:(305)671-1570.F6x (305)071-1531 4268 Westroad9 a(tntve 2 haDRAWING No S3N1q.......... . hl X44 e ma:uuaaaaow a West Palm Beach, FL 33407 s 17-107 F��T • E8-0006719 7 4 i/-1 V/ W'AL.TER A,711.171 J PX. 1P.E. SEALfSJGNATURE/DATE FLORIDA U.0 44167 5 SHEET 6 18 OF 20 • GENERAL IMITATIONS AND CONDITIONS OF USE FOR BERTHA (, HV F41 ADr ACCORIN nu A G 5 i.MAX.AS.D.DESIGN PRESSURE RATING:+110,— 110 p,e./. 2.MAX.SHUTTER SPAN:96' &ALLOWED MOUNTINGS:A D,G&H ON SHEETS 6,7;AS WELL AS T MOUNTINGS M,0.T,U. W ON SHEETS 16&17, a ONLY CENTERNATES 21 Q(BOTH W/�+OR 2C}AS£ALLOWED WIN Zt /'�� � ED IN A SYMAETIiftAL OR OFFOSWG LAYbUT.IN CASE OF OPP054+IC �:JO904- r+ T.._ � v Y 11UST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 16 mMnJ CENTERM E 7YP EA FJYO 5,(A)HV WINDOW BLADE CTA)Shall ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES)FOR Q PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS w t y ♦ t (B)MIN.CLEARANCE FROM TOP OR BOTTOM MOE OF KV® WINDOW BLADE Q OF ANY 3'0 HOLE FOR' SHALL BE 12'. ALLOWED AT HV� j WlNDQV!BLNlE '10' (C)FIRST ORBIRD£CONING OUT FROM STARTERS AT ENDS MAY BE TELL WINDOW'BLADE 1N w t (D)IW7 WINDOW BLADE t®MUST BE USED ALTERNATE TO A SOLID ttV BLADE 1© t THROUGHOUT SHUTTER'S WIDTH. M >¢' , � .q � (Ey C MATES SHALL ALWAYS BE INSTALLED M,N,CENi TO A SOLID HV c , • • t P ry , B1ACE 1 AT EfIHER 9pE OF THEM, q Ti (F)POLYCARBONATE NV WINDOW(t�4 SHALL BE INSFA11E0 SO Te MUS FACE SEE ENO g THE INTERIOR OF THE QPENRlG BEING PROTECTED:HV WINDQV!4(,j}MUST BE CONNECTION '0111, M' �' ONLY INSTALLED AND LOCKED U94G A W SETTING TOOL PROVIDED BY ASSA DETAILS ON SHEET M t X INC. 10& IB TYP. eHB FULL MIGHT.- S 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME G T 1 B t BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 4 3 7 &2.AHWE}. P P ^ W 7.SEE ANCHORSPACINGSCHEDULE FOR INSTALLATIONS MTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMNED ITT SPAN ANODESIGN LOAD(SEE NOTES 1 &2 ABOVE). _U 4 6.MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM E-1996: PLA.cam I SEF.70P&BREQQM UIREMENTS) W 1 2 WIND ZONE MINIMUM SEPARATION TO GLASS HUMPED rl1DTH - -- 1 1HRU 3 ELEVATION MN SEPARATION TO CUSS 4 6.25' EXISTING GLASS �� SEE SCHEDU.E.ON SHEET tr RX1 l3AO�E ff. -------- - ---------- ----------- 5 ..__.... - AM Oil THIS sMFFt FOR=(D&7C/ "� Typ / D, �\ t ^ SYMM RI CENIEtiMAT£S 21 .,, //.L._"„_.--•—•., _.,-, / fpn, ,,.. 1� W/2 OR 5 AND Yt/b (SEE NOTE A ABOVE) PLAN TYPICAL In BY BLADE WORKING IN UNISON WITH BY WINDOW BLADE 1A SHUTTER* FLORIDA BUILDING CODE(Hon High Velocity Hurricone Zane ”' ✓ 82017 DLTECQ.INC, 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM I L E C - ■ i■A■ Accordion Shutter System ,■ * RV. elanE jar w/oR w/o HV.WINDOW BLADE TILWT TESTING k.ENGINEERING COMPANY American Shutter SystemsREV."R DCSCRIPTIOH (LATE BRAWN SY. LC, �"�' �•.,,F' NS9 ow.J6M.SL.Ste,M.NRGWLA GARDENS,FlFXnOA JJ76 Association, Inc. 1 OLD 15-085 7/27/1 DATE 07/27/17 PNonA:(305)87—1530.Fax:(345)071-7531 4268 Westroods Drive 2 DRAWING No r1(f 7I a-mal:k7neo0a..(3 West Palm Beach, FL 33407 3 .1 EO-0006719 .. t7"307 LYtt 'i� WALTER A.TILUT Jr.P.E. j .FLORIDA Uc.$44167- 5 SHEET. P.E. SEAL/SIGNATURE/DATE 6 19 OF 0 I) Min. 1/2TM A-DO35'AOE 40 In. IES I INSTALLATIONS W/ 1 HV BLADE & HV .CENTERMATES 21 -rye}; "' 2.000"M111.� MXn.L STUDS S AT STEEL W 2 Max. 43b _ INTO METAL STUD WALLS 1- = METAL STUDS AT I6'O.C. I ------- eD 6`a.D. 40 4 J m o° 0 0 - --- --- V2` a2s 1 1 * Z4"o NOMINAL W W 3 N I CONDITIONS O AW-MINU 1M SLEEVE 1 3 a-1 6 1/4•1 o.03s`T>acx wM1 i D. 433 m I 12 a-----� V D CCO 6063-T5 ALLOY co.Gay.sTEE TRACK cHAvxti;®6"o:c. 0 6 o c.^. 1 r g SYSTEM-�ZI,.�IO TO METAL SMQ ALL5 o ASTM A-653 GRADE 10 Mtn.G-6o { ,,, {' I3A.RATlDN 7D GLASS SCHEDULE N _3Ma D" GO.VANRED FASTENED TO STUDS 1 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) w/(2)/61+/2 TEK sGREws ON ASPL�NG PUFCABLE 39 I I I - INTERIDR g IXIERtaR TACE 1 y 2. MAX. SHUTTER SPAN: 64" WIND ZONE MINIMUM { W ASTM E-1996 SEPARATION ax LENGTH+ ,- EXISTING GLASS ' MIN. SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. IO GLASS -(SEE OSCHEDULE) 4 N 4. ONLY ENTERMATE 21 Wj 24 HV LOCK ARE ALLOWED 1 THRU 3 1^ 1�4�ia-'�OX3�' 80LT WITH 21 ARRANGED A SY METRICAL LAYOUT, MUST PENETRATE 3c 1" USE OF {2) 35 {6" LONG, MINIMUM) MUST ALWAYS BE 4 4" j EXISTING FINISH 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1 373 ,oso' 1 NT. 6 1/4-x 0.035"THICK Min,I .250•- CONT.G65 STEEL TRACK401 CH:E4 j AS APPZ43. CENTERMATE. e'1 ASTM A-653 GRADE i0 Mn.G-60 GALVANIZED FASTENED TO STUDS =6 �w!(2) ED FAS•EEK saREves ON i 43c INTERIOR G EXTERIOR FACE j g 6 OC ®6`D.C. H% - 1/4"0-20 THREADS *� BLADE SLACK DETAIL HVF Is ALSO valaD FOR d3c 1/d"0 Mr—O&PNSTRUCTION 12 38 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS EAB-LLOK HD 0 436 61 , 1/2S 0.035•THICT< " waR1ES.' Oy 6 O.C. MITI.ASTM A-653 GRADE 40 •,FAax-! COMPONENTS Min.G-60 SAT 16'STEO ," ..I MS WALL HEADER/SILL INSTALLATION -EXISTING FINISH AS APPLICABLE SCALE:3/9•= 1• METAL STUDS at 46'4.C. M;n. -EXISTING 70p&BOTTOM) 1. ____.._._ _ - -- _ ._--.- -- - -..-- -..---- _I -..'(-.-' ��4•GALV.1 fSiEE!',TRACK HICK Mi. C- EXISTING GUESS - pSTli A-fi53 GRADE AO MIn,G-60 ; � ` SYMMETRYCAL SYMMETRYCAL � � GALVAN,2ED FASTENED TO STUDS $6x1/2`TEK SCREWS ON 4,3C { { 1 1 ,.. ...1 i MIN.SEPARATION VARIES I S INTERIOR&EXTERIOR FACE I CENTEpMATES W/ 'i ' { ,CENTERMATES W TO cuss z' '} - (SEE SCHEDULE) Mol. i I { { { j:,:EXTERIOR ACCESS SLOE { .:. INTERIOR _SIDE:.,; -40 RIOR ACCESS -- ----- ----------------- --- -- ----------- — _ -- —----------------- ------ --------------- -- --- ¢ ------ ---- ----6-�')-----^ IN 3 (6"Mia.) 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Shaffer Systems ICV.x OI;SCI7111TIDN ,bat£ DRAWN BY. t.C. 635s fm 36th.sl,St.:66.41RG AR CDM FLORIDA 3316( Association, Inc. 1 BLD 15-095 7(27/1 DATE: 07/27/17 + STfLTEI�I oc .� Phone (365)671-IWO.Fel:(305)871-1531 4268 Westroads Drive 2 DRAWING No 7 F �1 1�` a-mei:Ilnaa6daL�om West Palm Beach, FL 33407 3ES 1 >���•`�p.J� „ �'1'11t WALTER A.00067tOTILVT r.P.E. i 7„'t 07 P.E. SERC A EtDATE FLORIDA Lc.#44167 6. SHE OF 20