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HomeMy WebLinkAboutProduct Approval RECEIVED Y vL' JnL J uj, g 2 l;in acts Homo Ug In User Registration Hot Topics ; 'Submit-Surcharge Stats&Facts. Publications '. rBCC.Staff 1, SCIS Site Mao Links Search ' OTIProductApproval USERiPublicUser Product Approval Menu>Prod, or Appikation Search>Application >Application Retail s FL# FL389-99' Application Typd Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive, West Palm Beach,;FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley irod'riguez@ea sternm eta L com Technical Representative Address/Phone/Ercall Quality Assurance Representative Address/Phone/Emali Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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. 0 Validation Checklist-Hardcopy Received. Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC;.INC, DRAWING_ 17-107 CERTIFICATE OF INDEPENDENCE,PDF FLL389 R9-CQT AMERICAN SHUTTER SYSTEMS ASSOC,INC. :DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(l),PD,E UMFL389 R9 COI AMERICAN SHU1T R SYSTEMS DRAWING 17-108 CERT[ElcATE OF Jf1DEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified'By Sections from the Code Product Approval Method Method 1,Option.D Date Submitted. 09/18/2017 Date Validated 10/18/2017 Date Pending FBG'.Approval 10%19/2017' Date Approved 12/12/2017 Summary of Products F6# Model,Number or,.Name Description 389.1 'Bertha HV Accordion Shutter- Extruded aiumtnum,.interlocking blades retained by frocks Blade 3.-(Nof1-HVHZ) Drwg 17- (top and bottom);for storm protection 108 Cimits of Use+ Installation Instructions. Approved for use in HVHZ:No FL389 R9'II 1=SHI�J�R SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER VSTPM,PDF Impact Resistant;Yes Verified By:.American Test tab of SouthFlorida Inc. .-Design Pressures N/A :Created by Independent Third Party:Yes. Other:Large Missile level"D",Max span is 12'-3"for 40;psf Evaluation Reports positive ASD toad 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. PRODUCr EVALUAjION REPORT.PDF for HV3 blade w/o window blade and.8'41"for 62 psf;9'-11" `Created by Independent Third,PartY:Yes for 55 psf HV3 lade w/window blade working in' unison'Max.span.for HV3 blade W/o windowblade'for installations into Metal Stud walls is 79"for max,.ASD pressure'rating of+72,-72 and.84"for+64,-64 psf See sheetS.for other spans and ASD pressures. 389.2 Bertha HV.Accordion Shutter-Blade Extruded aluminum interlocking blades retained-by tracks 1 Only-(Non-HVHZ)-Drwg,17-107 (top and'bottom)'for storm protection Limits of Use Installation Instructions. Approved for use'in WVHZ:No .FFL362 115 J 'AMERICAiti SHUTTER�(EM AS$O£ Approved for iise:outside HV,H2:Yes INC. DRAWING 17-107 .BERTHA HV AC DION SHUTi'E ; Impact Resistant:Yes" ,SY4TEM.POF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D",Max.Span is 16.'-0"for 30 Created.by Independent Third`Party:Yes p.S,f negative,ASD,load depending on centermates and, Evaluation Reports. locking:rod configuration for the HVT blade,8'-0"'for t64;- -EL389-R9 AE AMERICAN SHUiTE S� YSTEM ASSOC. 72 p.s:f.A:S.D.load fol HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7`-0"p.s.f,for metals stud mountings and 81.4`for 110 p.s.f. REPORT;PD-F. for HV 1A working in unison,See sheets 7,.11 and 20' Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures; 389.3. Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades:retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)-for storm protection Limits of Use Installation instructions. Approved for use in HVHZt No EL389 R9 II AMERICAN HLO]J:k SYSTEMS ASSOC, INC, Approved for use outside HVHZ,Yes DRAWING 17=106 `BERTHA HV ACCORDION SHUTTER Impact Resistant.Yes 5YST.PDF 'Design Pressure:N/A Verified By:American.T26t ab:of South Florida Inc, Others Large missile..Max.16'=0"span at 30 p,s.f ASD load. Created by independent Third Party.Yes for Blade I and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28'respectively EL389 R9 AE-:AMERICAN SHUTTER SYSTEMS ASSOC. INC. -DRAwiNG 17=106 PRODUCT'EVALUATION REPORT.PDE Created by Independent Third Party:Yes Back flnst Contact Us:i,2601 Blair SStone Road,T411ahasseeFL 32399 Phone:950.487-I874 The State,of Florida Is anAA/EEO employer.Codvdght 2007-2013 State of Fmrida.':t privacy Statement::Accessibuity statement::Refund Statement Under Florida.law;ernall addrenes are public records.If you do not want your e-mail.addre;s released In response to a'pubhc-rccords re9uest„do not send eieetronlc mail to this_egtitjApstead,contact the office by phone oc by traditional email.If you have-anyquestiohs,-Please contact 850.4$7.:395.*Pursuant to Section 455.275 (1);Florida statutes,ehealve October 1,2012,licensees licensed under Chapter 455,F.S.'rnustprovto the Department with an entali address if they have one.:Th emails provided may be used for official communication with the,Ocensee.However email addresses are public record.It you do not wish to supply a personal address, please provide the:Departmeat with an emait address which can be made available to th0,public.To determine if you are.a'iicensee tinder Chapter 455,F.S.,please click b1M. PioductApprovai Accepts: y 1 r GENERAL NOTES: 1.BERTHA H.V.ACCORDION"SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)RAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th-EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SWILL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MOMNED CODE,FOR A BASK WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER.WILL. TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(NSA:)DESIGN PRESSURE RATINGS INDICATED ON SHEETS-11 TNRV 15,.19.&20. IN ORDER TO VERIFY THE ABOVE CONDITION,-ULTIMATE DESIGN WIND.LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST"REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1' HV.BL DFS C17 :BY MULTIPLYING THEM BY 0.6.IN ORDER30 COMPARE THESE W/MAX.(A,S-0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 1S, 19-&20: GENERAL NOTES SHEET`1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P:£).,AS TESTED,WERE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS h'USED IN THEIR SYSTEM COMPONENTS" 1-20 SHEET 2' ANALYSIS.HOWEVER,A WIND DURATION FACTOR'CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BEHTIIA H.V.ACCORDION SHUTTER S(STEM'S.ADEOUACY FOR WIND"AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1¢09.1:2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL'SHITITER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL.WINDOW BLADE&WINDOW DETAIL -HV BLADE Q. 0214.01-63„#0715.01-03,.¢7004.01-05,#1214.01-05,$0317.02-06.1110609-01-10 AND-.00210.01-.11 AS PER TAS-201,TAS-262 AND TAS-203 PROTOCOLS AND`ASTM E-1886 ARFA.2; fiV BAD (1)AND HV WINDOWAL DE TSA AND E-1996 STANDARDS(MISSILE LEVEL D.WINO.ZONES T, 2 Ee 3)&.J122MOI-10 AS.PER TAS 201..203.&203 PROTOCOLS LARGE MISSILE. (WHE$(;, APPLI BLE) -HV WINDOW BLADE 0..$0505.01-08 AS PER ASTM E-1686 AND E-1996.(M)SSILE LEVEL D.WIND ZONES i,2,3)BASIC PROTECTION ONLY AND.j"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 BLADEAND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL..LIMITATIONS AND CONDITIONS-OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHAD.BE ji14:2.75"AND 1,14.1.75"RESPECTIVELY,410-HT MINIMUM SERIES C£NTERMATE DETAILS NG SHEET 9 {HV CENTERMATE ALTERNATING DETAILS.0,51 SHEET"9 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kei TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA Ht/DACROSMIELD COATING SYSTEM ASMANUFACTURED BY APPROVED COATING,APPLICATORS;REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PMSMUST BEAR THE NV MARKING ON THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED'.ON SHEETS 2'AND 3. MINIMUM'11ELD STRENGTH FOR 600,3-T6 ALLOY IS 30.0 k8i AND.3.5.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 - 6005-T5 ALLOY. - MAXIMUM SPAN TABLES SHEET 17" ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.'ALL SCREWS.TO BE:STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN.50018 VAIN.56 ksi"MIN:.YIELD STRENGTH AND 90:ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 ANDSHALL COMPLY W/"FLORIDA BUILDING CODE SECTION 2411:33.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 &BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AIM 304 OR 316 SERIES STAINLESS STEEL,WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7:SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE ID:12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD _ SHEET 16 INSTALLATION DETAILS S-X'WOOD SHEET 17 HV BLADE(D&Q WORKING IN UNISON: 12, 13& 15 - - END CONNECTION DETAILS 7-12&X.WOAD SHEET"18 a.THIS BERTHA H.V.ACCORDION"SHUTTER SYSTEM"BEARS A U.S.PATENT E6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'456,179 ISSUED TO EASTERN METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO vewY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE.PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA HV WINDOW BLADE.A ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT"WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNI-MUST:BEAR.PERMANENT LABEL IN A"VISIBLE PLACE WITH WARNING(VOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT. OR.OTHERS, MUST PROPERLY CLOSE ALL'HV AND HD AREA 4' HV WINDOW BLADEONLY CENTERMATIS AND ENGAGE.OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED'ON A READILY VISIBLE LOCATION AT;ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9:3 OF FLORIDA BUILDING CODE.ONE LIBEL SMALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WADI SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE ".. .. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY Wfrft SPECS.INDICATED IN THIS DRAWING PLUS ANY BUILDING.AND ZONING:REGULATIONS PROVIDED BY THE JURISDICTION WHERE. PERMIT IS APPLIED 70. 13.(o)THIS P.E.D.PREPARED:BY THIS.ENGINEER IS GENERIC AND DOES NOT PROVIDE:INFORMATION.FOR A SITE SPECIFIC PROJECT.Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P_E.D. _ (b).CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND.INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED.ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON,THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRAC'TOR'S-RESPONSIBfLLTY- OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS"SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R)FOR THE PROJECT AND WHO WALL DE RESPONSIBLE FOR THE PROPER.USE OF THE P.E.D:.ENGINEER OF RECORD.ACTING AS,A DELEGATED"ENGINEER TO THE P.E.C.ENGINEER SHALL SUBMIT TO THY SS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW. (e)ORIGINAL P:£D-SHALL BEAR THE DATE AND ORIGINAL SEAL:AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORDTHATPREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone L1Lit Ij1`%� C20I7 TLTEC0..MC.. 02017 EASTERN METAL SUPPLY, INC. BERTHA HV;M .. . '` A Accordion Shutter.System E C O i1NC. / ■ H.V. BRIDE#1 W/OR W/0 KV.W=W IlADE f� �r America ShLat#ec Sysfems �j .R DESCRIPTION oATE aRAYlt BY L.0 jQ: TILL6 TESTING & ENGINEERING COMPANY Association, Inc. I OLD"15-085 7/27/1 OAT. .07/27/17 ,� 6355 CLW.56ht 54 Sl.JOT.YtMYlril GMDBiS,FLOPW JSib 42&$ WestTOa{1S Drive 2 } Phone:(305)871-1550.FIS:-(305)071-1532 DRAWING No "Wn e o mol:Ulteca0 d,com West Palm Beoeh, FL 33407Ee-ODO3 17-107 P1 y.�.,*.A.��•�i 1t14 WALTER A TfUJY67iJr.P.E.. 4 •. v1YI� FLORIDA Uc.1 44167 a SHEET' P.E. �tALfBfiNAYURE/DATE fi t OF 20 , 1t p 3'A'rIR lY1ti00WBt/DE'�A, VARIES h \may v6 � o Mor, n .09 � a T 7, • �r,� .n -_375" itis 1jV SOLID BLADE 3GHV UNIVERSAL FLOATER w\a• 5 FAV 9180• STARTER COVERED.UNDER[IS PATENT 5458179 f� QUALIFIED f0R USE Wj QUALIFIED FOR USE Wj Hv BLADED (::)HV DIRECT MOUNT HV SLADEQ HV WINDOW BLADEe 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE aP ON SHEET 19 BLADE NO $ 6063-T6 ALLOY A TEMPER. "37 6463 Y6'ALLOY AND TEMPER 1- 1.500�" 'f24� (TYP) f .670' .556 1n .99a' 00'. 1I 670 2.226`. w 072 • 642. :I 'o '�. o _I BY ADJ. ADAPTER W f LIP 4.436' �t2" 75* -- tl.72 0.072'. 920 `. 26 QUALIFIED FOR USE wJ HV 8�HV WALK—OVER TRACK 6 yV ADJ. FLOOR TRACK BLADE(j) QUALIFIED FOR USE W/ HY @)HV TRENCH TRACK ;!55" 3.7-,-0-- ACK 8063-T6 ALLOY AND TEMPER BLADE rl, QUALIFIED FOR USE W/ HV QUALIFIED FOR.USE Wj HV '6063-T6.ALLOY ANO TEMPER BLADE Q ONLY. HV R GUARD .BLADE i 6063-T6 ALLOY AND TEMPER QUA.LIF(EO FOR UME W�HV 6063-T6 ALLOY AND TEMPER VARIES •"'{ .976" BLADE 1 VARIES 1.936' 6063-T6 ALLOY A D TEMPER c 1.917 .12 .100 n m .060• •i ` .093' '•9 �3 0. 'aid 670. ;•� o. of ,.060' n �L Q6pa 670 1.686' .I,o C 670 3,529* a, 67 4e� r; 11' NV CEILING HEADER 1 HV HEADER/SILL 13 HD CEILING ADE ILL 3528' 0 {PIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE WTI HV BLADE ONLY QUALIFIED FOR USE WJ HV BLADE(D 14 HD WALL FADE SILL (} 8063-T6 ALLO AND TEMPER SEE SECTIONS FOR VAUDr[Y_" SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADEi,}T, ,ONt,Y. 6063-T6 ALLOY AND TEMPER `x t-" COMPONENT A D TY T2 X Y I. MN.X MN Y MN L 2" 1 2" 0.$25' 2' 5'MAX. 1/8" 1/8` 3, 3' .0:690' 2" 5'WX 0.192" 0.102" SIDE p)<[ j,ES 0 CORNER POSTS 19 2:5" 7'MAX. o:1s0" 0.190' IUALIFIED FOR USE W/ Hv A UMINUM ANGI ES C7 QUALIFIED_FOP, USE W/HV �• BLADE QUALIFIED FOR USE W/ HV. BLADE T1 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. p i 2' 5'MAX. 0.139" 0.131' 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER" iooiiuio FLORIDA BUILDING:GDDE(H6n High Velocity Hurricane Zona ,110I. C 7, �.. *.2017 EASTERN METAL SUPPLY, INC.. - (L• R/.l,,��p� 42017 TILTECO,INC. _ _ Q ► A Accordion Shutter System BERTHA HVRA a P. . EGO,ryc:_ ■ . ■ ■ ■ Hv BLPDE#1.W/OR W/0 KV.WNIM BLADE American Shutter Systems g� TILLIT TESTING & ENGINEERING COMPANY EV-N DESCWTION DATE DRAWN 9r 1_c. {fi F r 6755 N.W..36th SL,see.305..VIRM u cAR1106,.S"Oh 3316Assoolotlon, Inc. t. OLD 15-085 7/27/1 DATE. 07/27/17 " Q , AAone:(305)871-1570.Far:(SOSj8,i1-1531 4268 Westr00ds Drive 2 �DRAWING No aAIDI� yt+�� '-"cau 6Q0ts a West Palm Beach, FL 33407 s j7-107 p j'•••�•«•r'b` (t WALTER A TILT Jr.P.E. FLORIDA Lie./44167 6 HEET P.E �, E/HATE 6 2 OF 20 � 60` 1/4^-20�I 1/4'-1O E CASs 4.57 @' .745: 2.293' o• FIAT tLsp 1nREAxO H005NG ENAMEL _ I 2, 3' .745' .c { S.S3L5. - .tuKEe pNN1E6 {{. M p (2 TIP.) THREADED HOMSMG ENveEI Y�tO• I c -y-� m •Y S a. &J(FD ANNtEO O g T~ ...I I._ •�n 4 I `an' -r„t S� » EGRESS TU4 •`ps?. ) .0RH 62" vYi mem II n. a' _ KNa9. LAZE- �ry � M =S .318" �! BRASS CtUA'TKft DROSS CYUt10ER 4-'�},,4,•;� - a.°•9 q• ) .p 'I . .� --KEYS(CHROME (CHROME PLATED) 21 HV CENTERMATE _ �` QUALIFIED FOR USE W/ HV BLADE 1�& ONLY ttF V G ff S Q, so I`)`3 5 ^h rv �� HV EGRESS LOCK 6063-T6.ALLAY AND TEMPER. OVA ISO FOR USE W/ HV BLADE I & IA ONLY 4. 3.0c•,_._"•( 875" QUALIFIED FOR SE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER H (+ BLADE Qt & A'ONLY. BLADED& ONLY. Q RMPIR USE W/ HV BLADEU1 ONLY 250"0D. St8' 2.74' 6063-76 ALLOY AND?EMPER PL MOL.READ b r n MOLDED TO ao !.7 •�922' t_- 4.045' � 2:• SCREW � � 79: 3,... t.66o• o p67' m P n 825 c{ •.0"AFTER RIVETING c N N '�, •ps o ;a BEFORE.RTMEitNG o N R�7 1/4"9-20 x 3/4" RIVNUT* S.S 114--o-20 THUM8SCREW �. .°, •N .: *s _MES ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 1 !• A SHEET NUTSERT,PART 8"0620.AS MA14UFAC7URED 8Y AvD0.. m Lug:! CHERRY TEXTORN,PAFMPPENY NEW JERSEY 07054 OR EOIJAL PLAN FRONT ELEVATION ;�,�,/ MALE "T" LOC '� s66 LOCKER FOR "T" LOCK CE T RMATE QUALIFIED FOR USE W/ HV BLADE I ONLY i HV FEMALE "T" CENTERMATE FIV "T" LOCK HV ALTERNATI LOCK N� —++'� QUALIFIED FO USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE CUALIFIED FOR USE W/HV BLADETONLY QUAUF(ED FOR USE W/ HV BLADE ONLY W/HV BLADEQONLY. BLADE i ONLY. ,6063-T6'ALLOY AND TEMPER 6063-T6 ALLOY'AND TEMPEtkr' 1.9 1.917 �SS+ t m o o� I DTHUMBMRN of 063• ,,,�tt ` CYLINDER'OR. E 214' • .01 �i3 :062 I:¢ 6 KEY CYLINDER 214• o a n » n n OA75'Min. U roI .a 1 Ma.31 CE NO D Q o .125'MO �' QUALIFIED FOR USE W/ HV BLADE 1. & (A QUALIFIED FOR USE W/ HV BLADE 1 & QA) L,1 RDD 6063-76 ALLOY AND TEMPER - CENTER g 6063-T6 ALLOY AND TEMPER LT VARIES. 12`MIN.. - QUALIFIED FOR U OYA HV BLADE(q*&�1 A •. tC4•620'SS.OR S/6'6-16 1.134' 6063^76 ALLOY AND TEMPER' THLI-RTURN AC,_ tfRAtDSCREWS, lit/2- CYLINDER 1 (SFE OETALS) 11 Da' OR KEY M_ Maas, CYLINDER HI 8 LOCKING ROD LS 4 FID LOCK QUALIFIED FOR USE W/ HV BLADE 375ro 3 V 6063 T6 ALLOY AND TEMPER tN 3/8"gib-16 ACETAL .N 3 Log '-20 AIS) 304 BY REGENT HARDWARE MORTISE LOCKS.SERIES 2333 HOOK 6OLT LOCK. 5 INSTALLATION WILL REQUIRE A 7/16" HOLE. THUMBSCREWS VE S SF TH�J��SCREWS. QUALIFIED FOR USE w/ HV St ADE 1�,& iA , AT TRACKS FOR.PROPER EMBEDMENT QUALIFIED FOR HV BLAOE@1 OUAUFIED FOR USE W/ HV BLADE FLORIDA BUILDINCI CODC(Non Nigh Velocity HuMcane Zone' . +1 141�"�QR A Tl����'•x ..... - 2017 EASTERN METAL SUPPLY.INC. 6.r 42017 TiLTEW.INC. - `.. A BERTHA-: HVTM :POEN " Ate' Accordion Shutter System y y . I L. E C a i y c• ■ ■ ■ P KV MPDS#t W/.OR w/o H.V.W M BLADE 7l' •Q f 7'. American Shouter Systems Rev.D DESCRIPTION DATE DRAWN'BY. LC. ..* TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLO 15^085 7/27fT gn;Te 01f27/17 d STATE Y 6353 MX 35ft a;s1..M.HRWS A WO04,FLORW sato 4288 Westraxds Drive 2 ' % ',• -----'r�- ^`,i ft..:(305)671-1530:.Foa:(305)671-1531 DRAWING No ryp Y�y� _- I;Ntaco4ao6aom West Palm. Beach, FL 33407 3 EB-ggq8719 4 17-107 /..,.A 4t4 WALTER A TILUT J-RC .... ' 4 FLORIDA Ua.B (e7 s SHEET RE, R!!'f DAZE 6 3 OF 20 4 I4 SHUTTER ASSEMBLY SCHEDULE FQR SHUTTER l'� HV (I� 3/8"01— I CE 41 -.40 t i TO BLADE T P .Os25•. L7"HV BLADE 1 A EQGE A .1075-- ..j .0625 .0625" © HV EWE iA }iY WiN00W&LADE .0625+ 'C1ron.x-x - { .06251 9 HV LONG RECESSED NYLON BUSHING 39 oa N _ K�)E BLADE's 'DOPENIN 0625 1e050 Y7 4 t J HV SHORT RECESSED NYLON BUSHING �aI-- u Y � ...._...__- ,cam �d� I LA7 PORTION' � �1 R1.% 3 5D" HV NYLON HAT WASHER " ©OR v,7 .' r,y E i,I °x '•,n.Y. HV WHEEL CARRIAGE AISI 302-303.SERIES I ( .4i 40 0.870"x3/f6"THICK NYLON WHEEL 3 ! I v r� 2 7/8"MIN: rN vnNoovr CLM 0.788"0 AI51 302 SERIES 5:5.:RIVETS T— 31' SEPARATION _ 0625 t,-Os26 3.0 3.7500- @ HV 1 3/4"ACCORDION PIN W/ #8 HEAR * EXTERIOR aBErv�iNcS f 5 3/4" � 6' ON'CENTERS @� HV 2 3/4"ACCORDION PIN W/ #8 HEAD * -y' 41 .4 CLEAR o � � 2 AR TYPICAL t� .POLYCARBONATE IMPACT RESISTANT HV WINDOW I I OE S POa U ATE WINDOW IN E TAIL s PQLYGARBQNATE H1/ WINDOW DETAIL (DOR 0 .' 4® or ®3 U3 VEE NOTE FOR I I I �x I POLYOARBONATE 7MPAOT RESISTANT HV WINDOW REQUIREMENTS) I (j),OR v.T t t ( BAYER MAIKROLON 3103 POLYCARBONATE * I I Y t I 12•MIN.c . CE RESINS, UV-STABILIZED GRADE OR SA©IC �TO WDEj.Bon M INNOVATIVE PLASTIC LEXAN 103 RESIN H-V PIN REQUIREMENTS AT EXTERIO .(SEE NOTE °F ON SHEET 19). 6 w-Oh �a� I Q1 OR (1) HV PIN �SHALL ALWAYS BE USED AT ALL EXTERIOR n L. POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D OR (�I EXTERIOR HV(a.BLADE. TYpiCAI 5l CYER ASSEMBLY N.T.. . ... .1 TtFiCN.fMLDPERDkS STANGRD oreP a49q 4wartAi HV.PIN OR 43 AT RDMW.CE 1N1D1M 7' °`"S0p (2) FIV PIN 4@ MAY BE USED IN LIEU OF (9 AND ONLY AT cxrER+OR +�0°S65 Tm Ova 0f6Y.N3 EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM_ W/ HV 90324 OIAOE'S KNUCKLE.(SEE NOTE •FOR ASTM 0792 0.0.3.e!>h a.043 btW . BLADE WHEN 'CORRESPONDING TO INSTALLATION 11", SHEET 7. q� 3 REQUIREMENTS) a . P (".. �. nwsu YELD� 11REt#It1 ASM 0639 .9.499 P.M. 9.500'W.; RIXURAL STFE%WH At VftD ASTM 0790: - 12,500 p41 13.404 Pa.f. (3) HV PIN @ OR ®W/ 1/2 O.D. 1/16" THICK S.S. WASHER 0 i fTESURAL VWUUZ Arn 0790 340,000 p.L 3454100 psi. SHALL'BE USED FOR .DIRECT MOUNT INSTALLATION PER DETAIL. X, I I •e9j 11 I I ikceCc SHEET Q I' ,I oTaen.acro wM-D2ss to n=roA, 1 rr-9/0 AH EL CARRIAGE DETAIL / �} MTC -TAIL. oxc w a w�M 0�9�is} �x SaAss o4 cum N T.S. �ASs�.EM91.`.L.I�EIYOUT giI I9N018N ASTM DIM 1040'C 960'P PrAn1[]bMg: ASTM Gm 704U STR04M filfR. ASDL 839 9302 Pat 9840µb3. 1 V BLADE SOLID & HV WINDOW BLADE DETAl TENSRE SRE55 9EC0T6»eAnmaSD" 'S" X39 8I61°." 9°°°"'. N.T.S. +0rrrr1OW"", k TI % FLORIDA BUILDING CODE(Hon High 'Velocity Hurricane Zone 42017 TILTECO.INC. CD2017 EkuITRN METAL SUPPLY.INC. BERTHA HV.. Acc°rwpno � System AS &A■iL ECO life. KV. Accordion r WINDOW o Am ericon Shutter Systems TILLIT TESTING.& ENGINEERING COMPANY YS N OESCRii!110N' DATE UttAKN 6Y:. L.C. Association, Inc. t OLD is-ass 7/27/7 DATE: 07/27/17 Q h( yRcA 5� \1 6X5 N.W.380,Sc.V. 30.WIMNIA nwOQ+s,ROMA 33/9 426$ Westtoads Drive s :;+a ••' \ \` PhOna:7.305)671-7530.fos:t305}871-1531 DRAWING NO s$/Q F,�4r4Lf -m ES-0006712 1OtlM West Palm Beach, FL 33407 + 17-1 7 Y44A4�A4' wALTM A.TIwT J/.P.E. s SHEET RORIDA U0.®44187 P.E. SEAL/SIGNATURE/DATE s 4 O 20 p a NOTES ON .HV LOCKS AND CENTERMATES, 1.MANDATORY CONDRION 11c-0NE HV LOCK -prSHALL BE USF°LI AT 1fY OF SHUTTER SPAN FOR ANY SPAN Y✓ OR 12'ABOVE OR 1IOW OF 5HUFIER SPAY FOR-SPANS UP T9 TOS".AND FOR INST TiON5 AT ANY ELEVATION; KV LOCK 2�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 1 OR j CENTERL017T'S W/(2) 1/4'0-20 x /2"LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON fl nny 7YPKJ+L SHtIT7ER£LEVATiON. OS ?"O4 w 26'1,�p IF.OFSIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO NV f 6 10CK5 OR Y BE USED AS'AN INSIDE OR OUTSIDE LOCK,CONNECTION OF LACKS TO CENTERMATES QI to �ERE AS INDICATED ON NOTE (1)A$OYE. r LSCA ION OF LOCK SHALL B£AS INDICATED ON TYRtCALSHUtiER ELEVATION. 3; H � �-�{ 2 is Ute:W/TWO HV LOCK$1:LOCKING RODS ARE NOT REQUIRED AT,;jiURRiCANE POSITION, BUT MAY - - 4 5, ` 0 O pa(044 `-'" B BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING:RODS S(, OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICJWE POSITION). 4„NANOAI'ORY.COryamDN i2:ONE HVLDCK 2 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.,HV LOC or SHALL.BE USED AS AN OUTSIDE OR INSIDE LOCK. FS ATTACHED TOOT CORNER CENTERMATE Wj(2) 1/4 ., , tj2”LONG HEAD S.S.MS.TVtO LOCKING RODS i�5. AT TOP&BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON-TYPICAL SHUTTER ELEVATION. HDC-HM N,xuVuM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. �7 >3II1 s,FTM AITFRNATE TO MANDATORY CONDITION ji-YAID ONLY FOR HV IM a W1 SYMM 1x« S*S y ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or 25 FOROUTSIDE SPAN AND I �.'l. g$= 2 1NST TIONS AT ANY ELEVATION AL NATE LOCK 0 MAY.BE USED AS AN INSIDE-OR OUTSIDE LOCK.ATTACHMENT �.J „3 g Y i _ .Of 7j4'o-Z&3/4"S.S.THUMBSCREW TO'@ OR,®CENTERMATES SHALL.BE MADE Wj t/4'0-2Ox3/4'ALUM: RiVNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. `.. 1 $,MANDATORY CONpRNTN fS FOR KEjSTONE MDUNMG IMST/yiAEONS ONE HV LOCK @ or @ or 0 SHALL.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHLrITER SPAN FOR SPANS UP =L TO 96' AND FOR INSTALLATIONS AT ANY ELEVATION..HV LOCK 0 or @ or 0,MAY BE USED AS AN INSIDE OR I- AUTSIDE.LOCK,ATTACHED TO @ or @1 SYMMETRICAL CENTERMATES W/(2) 11V-28 x 1/2'LONG.FLAT HEAD-S.S.. SEE END-•-i M.& LOCATION'OF LOCK,SWILL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE.OF LOCKING RODS 0.W/.� CONNtiCPON OR Q TOP AND BOTTOM.IS COMPLETELY MANDATORY. DETAILS ON D F [ N I J K L M P. O A Y W % - SHEETS 18 H *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1,ecmwn ACTmN■T>=To utiya+TDlzr eOMDmDN�t yyl0 DNLY FDR IrIT't`Lade{� AND eFu1ER1ruTEs 03 xu0 -- CENTERMATE ����ONE ALTERNATE NV Y LOCK��Sa MAY BE INSTALLED IN ❑EU OF HV LOCKS®OR®FOR ANY SPAN AND ��4���'l!J°x®�10.T 3 Ds 11�1�ALlAT10N AT ANY ELEVATION,ALTEKNAIE LOCK� Y BE USED AS AN INSIDE OR OUTSIDE LOCK ATTAGHt:IENi l.J lJ l✓, IF LOCK t`S�INCLUDES USING REINFORCING LOCKER ..AS SHOWN ON 5£C770N HVG SHEET 9 WHICH MUST BE U��15;�17:<�j3'�T�*1 J..oa -_ CONNECTED TO CENTERMATES�AND�Wj t f4-:0-20.z 1 1 f2"LONG S.S.THREPD£D BOLT W/7/$"0 x 3f32" O+ +� � .� YJINGNLIT DR W/ 1 j4'0-20x1'S.S:M.S. iHTO A 1%4 4x Sjti"RIVNUT. LOCK MAY 8£INSTALLED AT MIDSPAN OR 12" 6 7 � a 6 7 1 MAICIMUM1I ABOVE AND.BELOW MIOSPAN.USE:OF 7W0 LOCKING RODS 70P AND'BOTOM IS MANDATORY. 1$Dx .tL3 19 }5 *NOT .CJS` ENE 3 W! O_NE ALTERNATE HD LOCKQ MAYBE USED IN UEU OF TYPICAL 11) HV BLADE SHUTTER ELEVATION HV LOCKS z�OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LACK 4 MAY BE USED AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF'HO LOCK��334J'TO 0 I W/J ja x 3/8`F.H.Sz Mk%.AND.INCLUDES . N.T.S.; REINFORCEMENT INSERT t'3�3 AS SHOWN ON SECTIONS NDB-&AND HOC-HVC,SHEET 1O•.LOCK MAY Be.INSTALLED AT MIDSPAN:DR 12"MUIMUM BELOW OR ABOVE MIDSPAN.USEOFLOCKING RODSESYIS COMPLETELY OPTIONAL j7i7pIAYrr�rs�..�. —FCORIDAUI IN on igh, elocit uriicane one W017 TILTECO.INC. 02017 EASTERN METAL.SUPPLY..INC. 1 �' iCEIYg .;assBEIRTHAWTIA hh A► �' S► A Accordion Shutter System Y a TLE V i N C. ■ ft. ■ ■ ITV. kw#1 W/'OR W/O KV-1WiNM BLADE ' TiLUT TESTING & ENGINEERING COMPANY American Sinif er Systems .N AESCRIPHON DATE DIRMN BY: L.C. 7E f�= Association, Inc'. I OLD 15-085 /v/1 uATE 07/27/17 4 F �a N.W.]AD.s s�305.Wax CARD-qr,FI tt 3310 4268 Wes#roads D7ive 2 ,cam (305)071-1530.Fox:(303)671-1331 DRAWING ND {�A}�/ {�A} �r`{. 1t4 a as rn.coo .wm West Palm Beach. FL 33407 3 r�1YM4�•�ivliti+ WALIEA,A.TILUTiJr:.'P;E s 1 7""�'07 1I. EALISMOU�E FLORIDA U../.4415'7 5. - SHEET P.E /DRTE 6 5 OF 20 .. --CONCRETE ANCHORS ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE.. REQUIRED '1/4'te-2083/1'SS. SNE£T 13} CONCRETE ANCHORS ttACtitN£SCREWS CONCRETE REQUIRED. 9 vai ,• (SEE SCHEDULE ON REQUIRED t, CONCRETE ANCHORS -� •- Q 18 `a�A cLtsTonE(SEE DauNrlNc(g)ON sHEE1�) J / SHEET 13) NUTS 0 12'D.C. f \\ r Jr (SEE SCHEDULE ON SHEET 13) 12 oR1.4 Y a'`' 1/470-20x3/4"S.S. _ +` f r rl '.EO. ED MACHINE SCREWS ti f _ _ EO EO USING 1/4'-20 NUTS + 1 2-• 19 6 12'D.C. / .t/2r J ( 250'Max. II - 13 an 15 fF 13 aR 15 E D.'' }/ - / 4 J ''^_ .250" E.D• f"r,'.1' `,nr I, I I .230'Maxi 0 J F , r E. + £. rrl; 1 r 1 J£17 /� ,. I i- I n/ I' ! I OPTIONAL i I ; I / 1 t` PDONAL TO y C ox Q 1� ' i ' -NTN.SEPARATION t0 SHEET I I 1 E-11 FOR RAGE(DANS ,1 1 012 ; GARS=-f"—(SEE SChEDUIE ON SNEET 11)'--"' EXISTING i ON 9[ET Io FOR 1 T ,. ` 1. 1 GLtSS--i, ���. 1 MIN.SEPARATION 70 GIA$$ �' NC '.`(SEE SCHEDULE ON SHEET 11) FxIS11 Oi" O HV WALL HEADER INSTALLATION A MY WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION+ KEYSTONE VN ZEIN.SEPARATION TO GLASS , E1C15TtuG r---M^-- I i '.(SEE SCHEDULE ON SHEET 11) ; T ry ! II I } OR l'".„1'• MIN..SEPARATION TO.GLASS '� 'I ) P YISTN GLASS" 5tx[ItxE aN sGE1 i i i(SEE SCHEDULE ON SHEET It)— I 1Qf 8^M� rF i ;! ,r OPTIONAL j OPTIONAL Mm Max. 1/4"M i9/7 J �„ Lc 13 OR / { I o 12 OR 14. r '- i t/4'0-20x3/4'S.S. / / ,/ / M n. I EO EO PNILLPS TRUSS HEAD �r ' .f 1/4W-20x3/4'S.S.PHILLIPS f f `''� MACHINE:SCREWS USING r rr F CONCRETE ANCHORS Tt{t1SS HEAD MACHINE SCREWS -'�. CONCRETE ANCHORS / - 1 18 I. I 1/4'-20 NUTS 0 12"D.C._ —— (SEE SCHEDULE ON W/1/4"-20 NUTS a 12'O.C. f (SEE-SCHEDULE ON SHEET /3) I' / "'I POURED CONCRETE— SHEET 13) OR POURED CONCRETE J '�,N' /�+`J r ' REQUIRED. BLOCK OR CONCRETE BLOCK� -011CRETE ANCHORS J WALL REQUIRED (: HY WALL SILL INS.TAl LAI»_Ti_ON (SEE SCHEDULE ON O.HV -WALL SILL INSTALLATION POURED CONCRETE✓ SHEET 14) - OR,CONCRETE BLOCK WALL REQUIRED I"c1 ,Ham/,WALL SILL INSTALLATION NOT FDTt_CO'D,'ATti?Tj,OFSECTiONS. - .. IN-STALLATION DETAILS W_/ 1-SEE-SHEET 4 FOR TYPICAL SHUTTER *I-Q.-EDGE DISTANCE — 4 SEE LJWTAAONS OF USE FOR -HV BLADE. ASSEMBLY. (SEE SPECIFICARONS ONS, 13) UTAD£.1aA ON SHEET 19 2-M011NDNG SECTIONS CAN BE COMBINED " IN.MANY WAY TO SUIT ANY-INSTALLATION; ... t Nf ti,, Irl R I1 / '-•. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ENq. •. w 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY. INC. �t 4 BE A► HTM rTl�MCOumc, A. „&SA ■ Accordion Shutter System H.V.MAX#1 w/OR w/o RV.WINDOW BADE • ,� Q w T1t.lJT TESTING.&ENGINEERING COMPAN'F American Shutter Systems Ev.R orninpOoN.. DAT[ ARAwA7 8rd Lc. P ti4'��� Association, Inc, i QLD is-oas 7 z7/t oA1Ta 07/27/,7 .6355 N.W.3".SL Ste.3u7.NRdAU GNICab.Ra+DA 3716 fl ' Ph—:(705)871-1330.Fax.(305)871-1531 4268 Wes(Toads Drive 2 DRAWING No NA4t $ ''I .-;I:l➢tetoaool,ppm West Polm Beach, FL 33402 3 4�too EB-0006719 4 17-107 ��'"r��i/i/ltli•s WAVER A.TILUT Jr.P.E. .. FLomDA'U�.IT 44167 5 SHEET P.E. SE1 L/SIGNATURE/DATE 8 6 8F 20 . CONCRETE ANCHORS POURED �t 'W'>KN �j") i I i uau, CLASTgR 1 . CONCRETE (SEE SCHEDULE ON SHEET 43) i TD aAs(sEE `�•'OR MSTINO m '"` REOUIR -s i �EBJLC r ' GLASS--I <sti Sp+EDatE aN : EDGE OF (GN.Sla'2T 19 FDR : rcw sawutraN r { SIiF2T 1 C) PIIF ExcAPUCMX f rsAODSiDs tiliaan Lv') { g !> / ALTERNATE i. r r � NG r r i .� J ! ; LOCACTION _ r 1 1 /'r. !/�/ '� {r r r X10%3/4'HEX WASHER HEAD i i i ,: �13ae 2 5fe !, /J MPv: 7flC SCREWS @'12'O.C. i ! / r / EDGE OF --SLAB IF CONCRETE ANCHORS SEE SCHEDULE ON SHEET $ 'f _ /` APPLICABLE 6 � 7 �HIT / / EXISTING t rud r �.,1 ,,.! , if r: , e-'IVI,i/!// yYi r// '/!. r —EDGE OF 11....._.tH�,r- GtTING EDGE CF i !'. { 1/2 rpt 7 r r,. EDGE OF r J r / f ''x APPUCA13LE { A FU�f..nIF ''r �F J.-l ,il+ r!/ J .SLAB IF. (_ w Ma SEPAM � r r r EQ ' ' APPUr-4EPOURED POU FIAT HEM CONCRETE ANCHORS f °,:/r ,' i CONCRETE - - E D CONCRETE (SEE SCHEDULE ON SHEET 14 9Y®{4E IN 5437 POURED-/_'! ?':�*''r r! REQUIRED ) --3 11 Fatli, �wa f REQUIRED at STET 19 TOR 1 QR CONCRETE I FLAT HEAD CONCRETE ANCHORS 1 pw>Esgtk p .,-Ji REWIRED �•-=E.D.• D.� (SEE SCHEDULE ON SHEET 14) (j TRENCH. 'INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D: Q HV FLOOR INSTALLATION T O HV WALK-OVER IN5TALLATION DESIGN PRESSURE RATING&FOR SPANS PER © HV CEILING? INSTALLATION SCHEDULE#3, SHEET 11 CONCRETE ANCHORS SEETSEE SCHEDULE tlNr/ 1/46>iJASm�c, UCID PCOON N I { EXISiiNG^""i i t. EXiSTiNG ` 7ECHNDIM OR 1/4'B P06M I. t11/4• I. EXtSRNG—i GLASS I MIN.smNt+lxm toaAss -— GLASS--., / NAX. GLASS { r -iS!El"St L11WE aH S"t2i 1t) 1 FASIEtal TN,D MDff S 11 MN.YAIW+aV'Ta i 1 OR PCH.EV-0-PSPA Q 6' —{.2scc r.,ew5r oq rO OX,FOR OR TPMS LA SPIN FA4 , { 1 { C O.C.UP TSPwvs LARGER TPLY 1 MM 6-O'UPN 111 MAX APPLY i r { LIP, 1 i i 1 I I i i MAX, { ''f fr 1O5Fil'/�R'AT(rep.) (FASB'SOT 1/2- $ ' d 4 ` #TOx3j4'HEX IE.0°r 5»EEr I1 r'�inmA 1 B rvwz: GR WASHER HEAD J .� i TEK SCREWS / ! CDNT.SEMAtTT —'� r r/ �(, .1 B ,.•�- 0 Tz D.C. sJB' ' #14x3/4` HEX HEMS)r 1 I&SCREWS 0 9`O.C. I' CONCRETE ANCHORS / - 6 .,0 3f / #14x3/4 S.D.S. I f / ___ {.{" //f / 1/4a-YDx3f4'S5 u5 OR 1/4-0-26 SS.M.S. i �- ! 1 i 'i 1/4" i4 `--0 1G 1.C'a-s6 r1Uf5 W/NUT 0 9 D.C. ' (SEE SCHEDULE ON 9"0.C. 1/2 ,f Nox. P4 ' 0 73'O.G, ! SHEET t4) EIRSDHG NDN sittUGTURAL 1/2° / 17 R 1$ i I 2,00 iAIN. WALL TRM roEwRAmE / T7• ED, SILL) SLAB tF ! ,/! #74x314'F.H.SA.S. MIN. . .APPLICABLE -i t /� .. ®.9 D.C. ••r PWR CONCRETE CONCRETE ANCHORS `�"555EE NOTE 13(6) / ! / POURED CONCRETE (SEE SCHEDULE ON ON SHEET t -\ -SEE NOTE POURED CONCRETE .ON SHEET 113(b) D^, , OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK t� REWIRED REQUIRED ©[C 'STQNin-LnQ JC,-Ik CALLA'(1.ON. OPTIONAL POURED (K� IJV WALL FLOOR INSTA .CATION a Y WALL WALK-9VER INSTALLATION �+�+As.o.R SPA Pfr_ou c.64:lz Py CONCRETE MAXIMUM A.&D. i SPAR RC5S REQUIRED HV RAINGUARD .INSTALLATION t - t THIS INSTALLATION SH41.BE OTE FOR COMSIN TION OF SECTIONS: +,E.0.-EDGE DISTANCE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE.EM ♦ SE£UMITATtONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS.ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 ASSEMBLY ,l NSTA-LLATIClN. .D,ETAI:LS W/,.(D H11. BLADE. 2-MOUNTING SECTIONS CAN BE COMBINED r� IN ANY WAY-TO'SUrr ANY INSTALLATION. I���I �{A. j FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone pis- 4 •�'"•� ' 02O17 TILTECO,.INC. 02017 EASTERN ijITAL SUPPLY, INC. ^ a, Accordion Shutter SystemLGOir4c. ■ Aww RV. RAX#1 w/CR w%o Liv.wi(Tow BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y EvI D€s15-08 DATE DRAWN Dr: L.G. wss H.w.satsl.see.,sos.hRaraR eNr ,:.F,.CAOA utc Association, Inc. , OLD Ts-oas� 712717 DATE-- 07/27/117--- I A Phaae:(3051871-7530.Fax a.(305)871-1531 4268 Westroads Drive z DRAWING No �'� 11 a-m 1:BltecoOaeLcom West Palm Beach, FL 33407 3 WALTER Ati'TIWT.Jr.P.E. 4 17-107 FLORIDA LIC.#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 SEE IND ASM 10 & (is` { SEE NOTES ON LOCKING RODS Q,MY LOCKS® //��!!,, ! `+ INSTALLATIONS W,/ � HV AND ALTERNATE HV LOCH 6 ON SHEET S. V uT 90. - i'N I /'CASTING GLASS +� **BLADE SLACK DETAIL HN IS VAUD FOR ALL J BLADE W . HV CENTERMATES CENTERMATES APPLKATION WITH St;DEG { 1 oR�OaO•Q��t�°"10 '�°" AOR SEE END WALL CONNECTION CASTING CLASS UETAILS D 2 _ _-------------------- -------------------- -- - 1 + °R�+ � - a t/a^ 7• 6 t./y 7. (6053–TB ALLOY)ALUM. (JPPOSING SYMMETRYCAL ANGiE W/(2) 1/4^0 TAPCON 1/2" OR®+® ANCHO1t5 To CONCRETE CE ER A7ES CENTER A7 5 (TO P/SoTTON)do ; #IOx3/a"S.M.S.® l2' W kv L 4 Of rJ MIN.SEPARATION (4)j10xI/2•S. 3–ro TU9E i O.C.-FULL.LE.GHT. W HV )( ar. TO CLASS, AT EACH ANGLE (ONESHEkT£0}SCHEDULE _ 35 IN . } _— __ — — - - ---- - - - -- --- - — --- -------- 1 5 ° LQi ._._ v X V6 2 n3 HVB 'OUT HVC 10•QJ oA©�Q�\✓+ Ok H.VA. a:rn.Q °n •.(7�aa$�.oR 10-.*QoR If CONCRETE.OR CASTING CLASS I CONCREEE BI:OCK WALL. ©•l'J•©�`4J•\;J+� I ) @.0-f � REOU ED EXISTING °A 801+8 • w { — – — $ '] oR 8 7 $m .MIN.5EPARA7100l� Q Q ® SYMME7RiCAl * _ IN }.( `d �-O.O cu ss "fl+:� 19• GEw�STI CE TE �+t�8 ar 1( •�a��•d oa �p To Gus ..._ cK-�.-�:'•.–..._ o W HVI.�C= I,`bl� QMERI i� (sNE SHEET 11) c✓ /'�, / $ + al 9+ M 19+ 5 ON SHEET 11) f '� MIN.SEPARATION. IY 41 �2 (SEE SCHEDULE I ON SHEEP 11) (INTERIOR) ,-CONCRETES ANCHORS L - _ --- _ _� _ -t S i ' iS'O.C. 1 6 a 3 . Vat E 1Y2^kac�•suac �j`' '("TERIOR). H Y E HVf** HVD C e�(l��trtfl •t''� FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone .:•y y .. ,,�` P �•" �s�•_��2 42017 11LTEC0.MC. x2017 EASTERN METAL SUPPLY,INC. BERTHA HW, #L E C t3 N IG. ,A„�'■ ,A■. .Accordion Shutter System �+�'�.r, 1^� ? RV. BI"#1 W/W W/0 RV.WWa%N'MADE 'oy'j,�LrWUf/ TIWi TESTING & ENGINEERING COMPANY s ��n 53ttiftBP sysf8M3 Ey,x amel"P110N DATE DRANN 6Y: LC. • .5 N.W....sl,sto dBs.MRGNU GARDDa.FlAROA 331s Assoclatfon. Inc. t OLD 1D–Das F/27/17DATE. D7/27//1� .^ PhOn s(3as71 1x30.For:{sas)a7i-1561 4288 Westroads Olive 2: DRAWING No s� A! �G\ 1tT °-m 1 t7eeeoa9 I,Oom West Palm Beach,. FL 33407 3 E900067%9 17-107 A riL Lltt . �•/SAr/A/A..t WALTER A TUfl`Jr.P.E. 4 FLORIDA u°.6 44167 5 SHEET P.E.SEAL�SIGidATURE/DATE 6 8 .OF 26 A T TE 1NST E ON " " LOCK (90). V MALE4KMALE !"T" OCKS CENTERMAT S 8 LOCKERS W 2 BLADE err cNa GON F jlati DETAILS ON SHEETS to a is INSTALLATION ) HV BLAr1E OtJT IN r}� EasTMc CLASS 6(AOE(lDS1ACK OETAX NW,1NOCATED CN 4HFE1 9. W j HD CENTERMATES I RMSdo o b �. AS WELL IS UNIVERSAL Sfi T.UAY 0 aVJ1C®.UGTAII M00-M47. 6• 7 a 8 i0• o. 1uacMEo ON tT6s aiFFT,u4v 6E useD wRN nrts a:TERxn GST noN DE7Alt Hoc o 0+ rs sHEEr. SEE ENO WALL Q91IN ION I io.�a�.�mQ•Qa aEr�(I1s.ot� sNEsrs�� 1e • j ©•p•paCp-C�7•�a t6o6a-ra�uvr)uuu. # .« 35* 35 y A:z1E .Q/21 I/4-. [ fide• r L.�_..__.___..-__-___.._.-___- -.__.____.._....._-__......__------- v_._ _.._ �_.. ......_. (4)i,m1� CONORM croscµ BE i i.a.3H`$ail.0/x' FIN _.,_ —_—._ _ 3 __.—I _ I AYTACH AN lrn1 9.a fuu 1rt cNr. * (4)N.v I N (4)H.V. rx:SWAPMW 30 HV -TC .PrNs(TYP.) 7 i/+- - PIN (TYP.) f s k. 5 3 LOCK (INSIDE) — 1 F-0 2 c4 41111 0 If—, 3 =OUT 31 oa 32 33 31 aR 32 31 Oa 31 0x 32 2 1/4" 0-20 x 1 1/2" S,S.M.S. 4 35 (oPnONA4) * SEE NOTE 6 roe Nv LOcx(i�. * W/7/8"0 x 3/32" WINGNUT. (opwIp4)HDB—HVB oOT HDC— VG T LOCK,ON SNEER 5, �-, - SYMMETRICAL HD.CENTERMATES g HV "T• LOCK (OUTSIDE) � SYMM9TRL AL HD CE�1jERMATES sFRss x444 ALwa+w. � G* W/ LOCK (EXTERIOR) WI/ & LOCK (INTERIOR) t (4024-T3 ALLOY)LARCE FLANGE THIN a4®�"LA:y.T,• SmM NUTSERT,PMT P 0620, Ta'R7'�•V."'�'!• AS TlARUFACranD 9Y AVOCL CHOW „/- /R�7' TWORN,GARSIPPENY,'NEW JERSEY ®•V•Wa®•�+®d• 07054 OR EOUAL ..ion T(�•�i.�.®w © *SEE NOTEs OA 1808:0 Rbcs(Z)4 MG W.-ON SHEET 5 I **WLtifRS L FLOATING&.DEG OUA Hao-fi19 6 �AMIJO MR A14 CENIEFWATES APPLCAMNS%TN Met(DD FII D:HV.I�** FLOWING STACK. FLORIDA BUILDING.CODE(Non Higlh Velocity Hurricane. Zone p •,.,•"`"` /"�+ - 02017.EASTERN METAL SUPPLY,INC. 02017 TILTECO,INC. $ r Vi/Y •. _ ERTH . TM 0. Accordion Shutter System A � L C O I N c:, ■ ■ ■A■ ttv Et{1DE '1 w/at w/o:Kv wtwow eanE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems N OESCRIPOOtl DATE ORAWN SY., LC. O+ n Association,. Inc. ; OLD 15"Oas' 7/z7ll DATE. 07/27/17 • !rA V N.... Ty 6355 N.W.361&54:S1 MS.'AROMA CVZM%rLIXEM 3316 SS Ph—:(395)671-TS30.F":(305)871-1537 4268 Westrood5 Drive 2 DRAWING No /ANAL kN ++('' °m 1-00987t9 som West Palm Beach, FL 33407 1}� +J WALTER A TILUt Jr..PZ —10 7-'t O7 + _ ^--A/Allrir FLORIDA Lim/.44167 s .SHEET P.E. SEAL/SIGNATURE/DATE e 8 OF 20. POURED CONCRETE /f{t—r F t•`— r,, RETE POUREDCONCRETEOR I —/7 - POURED CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK YlAl:REQUIRED BLOCK WALL REQUIRED RED REQUIRED BLOCK WALL REQUIRED f \ v EXISTING GLASS sEXISTING GLASS CONCRETE ANCHOR EXISTING GLASS <> J 2 CAN � EXISTING GLASS O.0 TO QASS{SEE. �I • s'` RN.SEPARATION 7 f' -} MN.SEPARATION I i SCHEDLILE SAM� { l l 70 GLASS(SEE l' thio { Eel I EOr'l` TO GLASS(SEE / SCHEDULE ON SHEET I/WX3`MO. ON SHEET 19 FOR r rf f! t MUUE ON A .�: rl '.�RETxdE Ot+t SIffEf 1 11 FOR BLADE SAND (6063-T6)CONT. l'�dr Q ON R BADET r4 FOR !jY py T r9 AIV (LOCATE AT ON SHEET 14 FOR ALUM.CLOSER I i `. OWES(D&61 �_� EITH,R SIDE I —W&a) PLATE..(LOCATE 1/2'� I ..i BLADES(D&a (� ' AT EITHER SIDE MIN ! OF s 7 ( OF 4U) 112"MIN. I I I d.USE T OR 2 MAX: i I ,,,._.� tOxrj2•S:M.S. .. (. ( ;.- _-- (AS APPUCASLE)2X1j8'x0'-2" 10xij2"S.M.S: >` ® 16&M.S. _-. _.._� ALUMINUM CUP ANGLE _ J. �. -- {6063-T6.ALLOY)AT MIDti£IGtIT e 16"'O.C. e" A _ '. 4, J , (1) $10x1/2"S.M.S.TOQ _1I q JJ` _{ i (2)t/4'0 TAPCONS ANCHORS TO tt �'.•" ( SEE DETAIL WALL AT 1'O.C.(LOCATE AT mac`\ 1 SIDE CONNECTION E FOR .) OR W } EITHER SIDE OF Q) 'I OR ���fff//!� SEE DETAIL X FOR 1 . RR 1g TO TRACKS ;OR SIDE CONNECTION - 8ui0nr©.�a®aiD ®a+ SEE VETAIL X TO 4 SIDE CONNECAON a�a G. 7 a'6' 0•�o< TO TRACKS ai a 6• 7 0.8 ! .�w /t oy�°`p•{�(�•�" TO TRACKS 10•�"©.®a.©p� fo.®'d�• Q•©°". Gs.7O.pyQ•U7 •�^' - s.t?J.�a®.7G'.�,e p•p»p�®. .�� STA «©� END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 SID CONNECTION DETAIL END CONNECTION D AIL Q 4 REQUIRED ONLY FOR SPANS CREAtER.THAN-12'-0" l-POURED CONCRETE OR - r ? f CONCRETE BLOCK WALL EXISTING f. EXISTYNG CLASS x�il REQUIRED GLASS 4. _z _:."✓!�_ -.. ✓ (i190f2 S.M.S4 l.` j •f� SEPAROXION r f 16 o'C. Hart S:PAaATi 2SCHEDULE ON SFM 1'/ a�SEE �.i" ©OR�OR�7 OR 11 I3N}EO CONCRETE %( if2"MIN_ TO ULESO( V -----� --- ' f fl ON SHFET 19 FOR 'ANCHOR 6 : 1 BW?E� ~�-- Y 1@ OR 1�OR 90R( 1 ON SHEET 19 FOR 4 I- _ ___ I CONCRETE I /�f ! tXl�LESCt7di 12':O.C.a �} rj 8lAC6S:CF?tr _._____ OR S i ® i D.C. 1/2 MIN. r f�. - -'^'— `._'� .•,. EQ OR$@OR OR / ! 2 MIN. = - 2"MIN✓ 4.SEE LIMITATIONS OF USE FOR.. lJ,+ 1 OR �i S1ADE•�;ONSHE[:T Ss �oN 30ft�OROR@ VIEW Y I I PLA DETAIL X L POURED CONCRETE OR WUKTG ®ap•�p.pa _END INST LLA,�#O_N CONCRETE BLOCK WALL f0.-0^Q•Q3�+ •pa 6 7Q-0-0, REQUIRED \\\ (D O 0m HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 0 Ua ®R(3 �aC '1 Ifft'ODINEtTION DETAIL Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - 11 P •,,.. �`+ -.. ..�' {92017 EASTERN METAL SUPPLY. INC. ®201T TILTECO,WC.�CFPrsF•.,��= BERTWA MV, �qiimc. Accordion Shutter Systemt = /,_ 3 tL A.&S.A■ FEV.BLADE#1 W,ORV/0 N.V.WINDOW BLADE 'O pyyyic American Shutter Systems (v.N. ..DESCRIPTION -.DATE ORATM sr: La '�T✓C UI/ . TILLIT TESTING,& ENGINEERING COMPANY' Association, Inc. I OLD 15-085 !z7/1 DAte o7jz7/n -eTSs h. 3:( sl.S1a.Has. .T4v:(305s•1-153LOWA 3316DRAWING No - 4v- .-I-- Pnane:{305)671-1530.iqx:(305)67T-TSSi 4268 WestTiiods Driv6 z ` YONAL ti �'11,,�� E6�7GtD_Ds�'iisaLwm West Palm Beach, FL 33407 4 17-1067 17—x 067 !� WALIERA T0.LIT y.P.E. •"•!'�u,rni<A�' FLORIDA Iia If 94167 S' SHEET' P.E. SEA SiGNATURE/€1A7E c 10 OF 0 SCHEDULE #1 SCttEDULE �2 �C�1�DllLE#3 MAxtMUM SHUTTER SPANF "L+"OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN'S"L+" (yy78LUnnN TND NOTES (ft.. FOR fNSTALLATiONS.W/ 6L, OR 'L-" (ft.) FOR R "L-" (ft.)INSTALLATIONS - tAENTE@1>l62ES, &9 or ar NSTALlATTONS Wf yy CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK. a or @) or or am V & W/ ONE HV LOCKS 7777_\ MANSORY POSITIVE AS.O: DESIGN PRESSURE RATING. HD LOCK �'W/ NO LOCKING RODS or ONE HV LOCK or or® L- MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMA 26 29 W/ ONE W/ NO LOCKING RODS GR W/ NO LOCKING WALL A. B. C. D; E, M, N. 0, P, 0, A.S.D.DESIGN PRESSURE RATING. ODS MOUNTING F, K & L R;S, & Y. "T" LOCK 30 W/TWO LOOK NG (SEE NOTES t,tt)' (2) PROCEDURE TD DETERMINE MAXIMUM SPAN FOR (VALID FOR MOUNTING Q RODS 35 TOP & BOTTOM EE SHEET 7) FLOOR/CEILING C, H, I, 11, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING CO M{*g��,A�DONS tl CONCRETE&WOOD CONCRETE MOUNTING & M WAklNVAI NCREtt do wove m V ,ymNw I aLLATIONS '" 'U'•'"' INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, Aso.OtSi4N ASn:OES`Ctl ASA.Dr3+a � DETERMINE-MAXIMUM SPAN-L+'FROM SCHEDULE, PRESSURE WALL MOUNTING FLaORfCE7UNG PRESSURE WALL.MOUNONG t+tOMW FLOUR/CE4WG MOUNTWO pA11wa Nc,CL c a.TM & RAT.G OR .GIVEN A NEGATIVE A.S.D. DESIGN.PRESSURE RATING, RL) OR :FLtlORICEII.INC MOUNTING (psi) .. {+OR-) (r Dn-) (+OR») tloOR ML MDUltFiNG DETERMINE MAXRAUM SPAN't-"FROM SCHEDULE L{ (Il). t-(8)- L+ 118) -L-(9j L+ (ft) L-.tro L i RI L-T O MAXIMUM SHUTTER SPAN "L+"OR,`L FOR. 30 OR !E 16''p' 16'-A' 118' 0' 16'»O" 3O 18'-O' 18'-0" 30 tf (a) i6'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 PST.A.S.D.DESIGN PRESSURE RATING. f7Jb'l6tULf DETERMINED SPAN BETWEEN`L+"AND 35 14'-16' 14.'-10' 15'-2" 16'-0' 35 14'-10" 14'-f0" 35 15'-2" 16'-10' 40 13'-10 13-10' 14'-2" 15'-2' 40 IS-1p' 13'-10" 40 14'-2' IS'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1"' 13'-1' IX-4" 14'-3' 45 13'-1 13'-1" 45 13'-4' 114'-3 '1' HV CORNER CENTERMATE®3 MAY BE USED AT.ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5' 12'-8' iY-7" 50 12'-5' i2'-5` 50 12'-3' _13'-T' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Vt/FLQORfC£IUNG MOUNTINGS: S5 11'-.10 11'-110' 12':-1' 12'•-i t' SS U'-10" ij'-10" 55 il'-^7' 11'-111` SHALL BE AS INDICATED ON MANDATORY CONDITION#2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 ti'-4" i}'e4' 19W'-2" i2'-4" bQ 1C-4' 11'-4' 60 14'-2' 110`-ii' NATE#5.SH'eLT 5: RATING: 85 10'-10" 10'-10` 11'-11" 65 to'M10' 10'-10" 65 9'-5' 10'-1" DETERMINE: 70- :10'-6" i0'-6' I V-5' 70 - _ Lt+-MAX:SPAN FOR WAIL /CEIU G INSTALLATIONS. 10`•-5' 10'-6" 70 $�-9� �-f� - � L2+=MAx�..SPAN FOR fL00ft/CEILING MOUNTING 75 10'-1" 10'^7' i1'-1' 75.. 70'-Y 10'-1' 75 - 8"-9" 't tEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS: 66 9`^10" 9'-10' to.-9" 80 9'-1o' W-10" SPAN`L+'OR"L-'AND MAXIMUM ASID.DESING FOR A GIVEN NEGATIVE A:S.D, DESIGN PRESSURE 85 9'-6 W-6' 10'-5' 85 W-6' 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'^3" D'-3' 10'-1' 90. 9'-3" 9'-3' OR CONCRETE BLOCK SHALL BE'LIMITED AS FOLLOWS: DETERMINE: 1-.CONNECTIONS TO KEYSTONE MOUNTING UI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'^s" 9'-10" 95 9'-0' 8'-9" LIMITED TO +64,-72 p.s-t AND 8'-Q".SPAN, SEE L2-- MAX. SPAN,FOR FLOOR/CEILING MOUNTING 100 8'-9" 8'^4' 9'-0' 9'-7' 100 8'-9` 8'-4" MOUNTING M&ON SHEET 7. INSTALLATIONS. 105 W-7' 7'-1 t' 8'-9" 9!-4' 105 W-7' 71-11` 110 8'-4' 7'-7- W-7" 9'-2' 114 8'-4' 7'-7" SEPARATION �yt,� �y GLASS. +� �y �^.�L T�'!t FINAL MAXIMUM ALLOWABLE SPAtJ Li EQUAL "L THE 115 E'-2' 7'-3' 8'-4 S-t1' 115 8'-2•- 7'-3' GARAI fViV TV 1713\ SCHEDULE MINIMUM BETWEEN'u+'. 1zt". 'L, AND L2-" 120 6'-0` 6'-11- B'-2' a'-9', 120 8'-0' .6'^11" (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7-10' 6'-g' 8"-p' W-5" 125 7-IO' 6-8' - ALLOWABLE SPAN AND NEGATIVE A.S.O.DESIGN 130 7^8' 6'-5" 7'-10" 8-1" 130 7'-S' W-5* PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR, 135 7'-7• 6'-2" 7-9' - T-9' 135 7-7' 6'-2' WIN - D ZONE MINIMUM SPACING. SEPARATION 140 r-s' s-Tr' 7'-7- 7�-s' Lao 7'-5• 5-11" ASTM E-1996 1'45 T-3' S'.9' T-5' T-3` 145 - T-3` 5'-9' TO GIS 150 7`-2" 5'-7' 7'-4' 7--0. 150 7'-2' - 155 T-a' S'-s` 7'-2' W-9- 155 i•-Q' 5'-5" 1 1 HRU 3 1" .160 W-1 i' S'-2' T-1' 6'-7' 160 W-11` W-2" ..165 6"-10' 5'-i" 7-p` fi-4' 165 6'-10' V-1' 170 6'-9' 4'-i 1' 6'-11' 6'-2" 170 8'-9' 4'-.11" 175 6'-7' 4'-9' W-9' 6'-Cr 175 G-7' 4'-0' ..._..160 6'-6` 4'-a' 6'-8' 5'-10' 180 6'-6` 4'-$". (1) HV BLADE 185 6'-5" 4"-S' 6'-T 5'-8" 185 6"-5' 4'-6' 1. 190 ..5'-4' 4'--5" S'-6' W-6" 190 6'-4" 4'-5' 195 - 6'-3" 4'-3" - 6"-5' S'-5' 195 6'-3' - ---4'-3" 200 6'-2" 4'-2" 8'-4' 5.-3' 200 6'-2- ,4-2� iii�� 205 6"-i' 4'-i` 6'-3• 5'-1' 203 6'-1' /� _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 92017 TILTECO;INC. (1)2017 EASTERN METAL SUPPLY, INC. ANSA 1!. E C d N BERTHA HVTM Accordion Shutter System H.v Sl:AOE#T w/OR w/o kv WIwoYv MAX TILLIT TESTING & ENGINEERING.COMPANY American Shutter Systems. mi.ftDESCRIPTION .DAR DRAWN 6r:ULMY.LG. +t� Association, Inc. I OLD 15-085- 7/27/1 CAM- 07/27/17 3T F �� U55 N.W,saw.St_SI 305.uw4M C4ROENs,TLORVA 35, 4268 Westroads Drive 2' phone:(305)671 1530.I":(305)871-11531' DRAWING No 111 i G� ' 11:wt..iia COfn West Palm Beach, FL 33407 3 h t�N�� .,+t' WALTER A T1L1.411.P.E 4 7`�V7 .r' --FLORIDA Lie./44167 5 SHEET' P.E. SEAL/W0hRE/DATE 6 tt OF 20 :a .+: t . e •. ll�a 1!�. :i e . � � :111 .11 :.� e: 'e1e .• .11. wAI' •: .e1 :4 •: e. :al ,e: e �I ��11tt--nn11t�1RR{{���t 'I •ral w1 www w' IM � f - .�•.; t } '1 TIa ,1 •. 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SHLnsFR SPAN. BPEGFICA S t4NS ON.ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES cn n aFrAT6E PRESSURE R>:71NC,�NQ 1A CORRFSPONDiNC MOUNTING IPE FOR CONIMM_OR CONCH BLOCK 1NWTAEIATIONS. (SEE MOUfMNIS L G,&H ON SWXIS 6&7) A.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED C(4NCNETE B10C31 .PCVF=C04OR 7E (A) .TO EXISTING POURED CONCRETE(Mtn,t'c a 3 Its,') UA MUU E@WALL SILL MOUNTING OG-CEILING MOUNTING O FLOOR MOUNTING -.11/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY'ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Nin,f e a 3_k i) SPANAN-HO SpAgN• C. 0 - 1/4'0 x 3/4'ALL POINTS SOLID-SET.ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.'(Min.('c m 3 ksl) .(fl) E t6LATAE 17A1WC DE9o4 NEGTS£fi55577RE R4T9+c 0.OE9�WA www -1/4-0 BLUE TAP CONCRETE ANCHORS W/CAF AS MANUFACRIREO:BY FLORIDA FASTENERS DIRECT,INC.(w..re a 2 ks1) .. TAPCON 4R 1 4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRBUTED:BY ALL POINTS SCREW.-BOLT&SPECIALTY 80:75 90.I20 1sD 205 i30,140 60 75 9D 1120 160 20.5 30 40. 60 75 90 120 160 205 TAPCON�YATH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED'OR'AUTHORIZED VENDOR REGISTERED.WITH THE AMERICAN SHUTTER SYSTEMS ASSOCU7106,INC. 14 112 10 9 .8 8 16 S 14 112 110 19 8. 8 6. 14 12 10 :9 9. -9 6 6 THREADFORM TECIR LOGY (MI-Y.-3 ksi). 3i-O" i '112 .10 '9 8 8` ".a 6 14 112 16 9'- a 8 8 6 14 12 10 9 a :a 6 8 ALL POINT$SOUR-SET OR. 14 12 40 9 a 8 6 8. 14 12 'LD. 9 B e.:.6 '.e 14 12 10 9 a e B 6 'BLUE TAP.W/CAP. NOTES: 114 52 .t0 9 8 8 '6 7 14 12 'to. 9.:48 a 6 6 T4'.,12'110 9 .11 .a-' :6 6 TAPPER+ ASI)'MINIMUM EMBEDMENT INTO POURED CONCRETE OFTAPCON OR TAPCON.WITH ADVANCED"THREAOFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 .12-:10 '9 8; 7 53 3.5.14 12 10' 9 9 e' 'e' 6' 14:.12 10 9 a. 8 6. '5' _ ANCHORS IS 1 3/4".AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0" 114 12 f0 .0 a. 8. .6 8 14 12 10 9 o e 6 6 14 12 10' 9 8 8 14 I2.10 9'.8 8 6 4-14 12 10 9 8 e. 6 45:'1'4. 12 10 9". 8. 6 4 35 A.2).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 .a" B"4.5 14 12 10 9 B• 8 6 5S '14 12 f0 9 8 -8 5 4.5 �� INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE:SCREW;USED,SHALL BE.1 1/2..LONG MINIMUM SHOULD.STUCCO 14 22 So--i-7,5 55 3.5 - 14 12'. 10 9 8. 8 6 5 14 t2 10 9 8 7 5S:4, 4s2E 0.6#I%FoA E705T,AND i•MINIMUM FOR WALLS WITH NO'SNCCD; -f2 10.- 9' B 8 6 '6 14.. 12-. 10 9 8. 8 8 5.5'. 14: 12 10. 9 8 9 B.48 ®AOE�ON SHEET 119 ANCE 5-0. 14 112 10 9.: 8 7 �'4 - 14 12 10 9 a' 65 S 3.5 14 12 10 6 65, 5 35 3 A3)IN CASE THAT PRECAST STONE,.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND,ON THE`OnTING WALL OR Tt00k; .114..1'2 70. 9 -8 7.5 4.s" 14 -12. 110. 9 8.'".s G- 4.5 .14 1'Z f0 9 8 6. 4.5: .75 ANCHORS SHALL SE:LANG ENOUGH'10,REACH THE.MAIN STRUCTURE BEHIND SAID WALL.FINISHES. ANCHORAS SHALL.BE AS IND:CM ON .74 f2 9.5 7,5 65.4.5 - 14-12' 10" 9 8'7.5.5:5 4'. 14.12 10' 9 0 6 4.5'35 NOTES.A1)&A2)ABOVE FOR INSTALLATIONS ON-VINiL Statir OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.,rOR b'-0' 74 112 tole 8 6. 6.: 14 X12.to 8. a -a 6. S 14 12 }o. .9 6 65 s:.3z. INSTALLATION INTO:EIFS:WITH.METAL STUDS.SEE SHEET 20. 14 12 10 9 7.5 5.5 3 14 12 10 6.5 7 5.5. 4 3 '14 12 8 8.5 5,5 4 3 14:12 10"9. 8 fi 114 TZ 10 9 a 6.5 5 3:75 74}2. 10 aS' 6 S. .# (8) TO,Ex15RNG CONCRETE BLOCK;{ASTM C-90) 14 12 8 6.5 5.5 3 - ^ '114 12. f0 0. 8. 6.5 4.5 3,5 14. 12 l0 8 7 :& S.S. 3 -11/4'0:TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUI DEX. '14 12:.110• 9 8 8 114 12. 110 9, 8 '14 -112.,.10 '9 75 SS 4 3 - 1/4'0%3/4"ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY All POINTS SCREW,BOLT&'SPECW.TY COMPANY. ?��• 114. 12' '110 8 8.5 4 - 14 12 B 7.5 S 45 3S - 14 0.5 7 55.4.5'3S = - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED ETY FLORIDA FASTENERS DIRECT,INC. ` :t4 12 10. &5 7 4.: - f4 12 `70 9. 6 4 4' r 14 .0.5 7 S 7S'45 - _ - 1/4'0 TAPPER+ANCHORS AS,MANUFACTURED BY POWERS FASTENERS;INC.,,AND.OISIRIBUTED BY ALL POINTS SCREW.BOLT.&SPECIALTY .. 14 12 9 7 6 4S 3" - COMPANY OR-ANY MERI APPROVED.LICENSED'OR'AUTHORIZED VENDOR;REGISTERED WITH THE AMERICA}.SHUTTER SYSTEMS ASSOCIATION.INC: 114 11 :7'5.5"45 - -.'14.12 -10 9. 7S,ss..4 . 8'-0" 14 12 10 9 9 65 = 14 112 10. 0 8 6 4 14 12- 10 8 6.5 :5: 35 - NOTES-. 14 -12.8.5 T SS 3 = = 14 12 .8. 6,5 S:S 4 3 2.9 9.5 6 5 4. "3 - '- 0.1)'MINIMUM'EMBEDMENT INTO.CONCRETE'BLOCK OF TAPCON.BLUE TAP'W/'CAP ANCHORS.AND TAPPER+ANCHORS IS 1 1/4"AND UPCON 14. 12 95.75 6' - .14 12 9.5 8 6.5 5' 14,'12 8- 6.&5' 4. - - WITH ADVANCED-THREADFORM TECHNOLOGY'ANCHORS IS 1. 13'B5 6-5 3.5 - - - 14 -12. 10 8 s�S 5 t4 12 'a 6.5 5' 4 - 9-D• 14- 112:70 9 8 - - 14 112 114 9 7S 4.5 = '14 '12 65 7 55 4 - 8.2)MINIMUM EMBEDMENT OF i/4b x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY DJOEODED INTO THE CONCRETE BLOCK.NO, 14-11.5 7.5 6 4 - -- 14 11' 7 55 a 35 - - 11 a 5S 4;5 3.5. - - EMBEDMENT INTO STUCCO SHALL,BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG.MINIMUM,SHOULD STUCCO -14 '.i2 :8. 65 4,5. - - 14 12 aS 7 &S £ - - 114 LOS 2 5,5 6 4S - EXIST,AND T"MINIMUM FAR WALLSWITH no STUCCO, IS-8:5 SS 4 - '- /4. 12' .9 7 6" 4.5' - 14 it 7 8S 4:5:35 14 12 t0 9' 7,5 - - - 74 12 10 6. 8.5. 5 - 14. 12 8 6 S 4 - - B,3)W CASE THAT.PRECAST scow,PRECAST CONCRETE'PANE3S,PAVERS OR ANY VENEER BE.FOUND ON'THE�E%ISTTNG WALL OR FLOOR, _ _ _ ANCHORS SHALL BE.LONG MUCH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 114`tOS 7 6:35 - 13 45.s:5 5 4' �j -._.- 10 7.5 5 4 3 - la 17 75 9:5 - - - 14 115'9 6 5' 4 - 2-5 15.6 S 4 4. 'NOTES 8,1)&8:2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR NFS WITH OR WITHOUT NEMA:STUDS-CONSULT THIS ENGWEEP 1'4 '1'2 a 6,5 55 ♦ _- - a3. 110 6S S 4. 3 FOR INSTALLATION'INTO DFS:WITH METAL STUDS SEE SHEET 20. 14 112..10 -- - - '" '14 12 '9 7. 6 '4.5 - - 14 10.5...7 5:5'45 3:5: �' 11'-0' 25 9.S 5. - -- 12 9 -a 45 4 3 - - 9 7 45 3.5 3 - _ _ '(C) ANCHORS StNll..BE INSTALLED rOlLOW1NG ALA.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. '14 10 7 - _ - - 14: OS 7 5,5 4.5 - - 11.5" 55.4S .75 - - . . «. 114 1115 75 .a Y. ._ = 12 9 a"4.5 4' - - (D)' SEE SCHEDULE BELOW-FOR:.EDGE pl$OWCE(E.O:)VF'RSUS SPACINORLTARONSH7P FOR ANCHORS. 6-5-7 4.5114 f2.110 - - - - - 14':12 8 85'S5 - - - 13 10.6S 5 4 - ,F,OGE DISTANCE VERSUfi_SPAO{G�CHED(tt�TR ANCHORS: 12-G•I1.5 111 a 5.5"4 3.5 - 6 6 4 3 - - NA70MUM ANCHOR SPACINGS ARE VAUO FOR EDGE OWTANCES INDICATED BELOW.FOR C.D.LE55 THAN 3HE INDICAltD;REDUCE ANCHOR SPACINe 35 95 6 - - - 13 9.5 tLi S 4 - - O.5 8 5 4 - - - BY MULDPLYTNG SPACtNG'SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS, B 85 - 14 OS 7 55 4:5 - 11' 85 5.514.5 35 - REDUCED.SPACING.OBTAINED USING FACTOR.SHALL NOT BE LESS-THAN MINIMUM.SPACING INDICATED FOR EACH ANCHOR TYPE. 14.'.12 - - -' = 14 115 75 0 5. - - -' 12 9 6' 4.8 4 - - I _ ' - FACTOR - - - -to.JS 5 4 a - -:75 55 '4' 3 - - ACTUAL TAPCON WITH ADVANCED. TAPPER+ 12. 125 e.s - - - - - 12 9 6 4.5 4.. - - _-95 i 'S 4 - - - D QED .. TAPCON THREADFORM'TECHNOLOGY.ALL POINT 5DUD SET BLUE TAP W1,CAP MIN.SPACING 13 9S &5 5 - - - - O5 7.5 5 4 - - - 1 -V" 1•+z4+c�,� ED. MIN.SPACING m 3' MIN.SPACING m 3' MIN.SPACING.4 3 1/2• MIN.,SPACING m 3* 3 3/4' 4' 14 12 - -'- - - - -..14 105 7.5.5 - .- - 11 85 55 '45 - - - 7, 5 33 B A D POURED CONCRETE& POSTED CONCRETE TE STOCK POURED CONCRETE d POURED CONCRETE&FOUISD FAN333E C NOTE E em 14'-0" f0 75 - - - - 's 7 s.5 35 _ _ -r7" _ _ CONCRETE BLOCK 1Ri..EDL•31 LftL.COL•2+JY CONCRETE BLOCK CONCRETE BLOCK vtN EO-•3 1JY Mia ED-2 IJ2• 8.55 45 - _ -..,.. 9 65 43" - _ - T1, �/ d h"MN£D.•3' M71 FO.•3 1 Mr7.E0..3'75 - _ _ 112. 9 6 - - - 9.5 7 45. -. _ .3' .. LD :0.90... 1.0 M70 - '1.0 0$4. 1.0 3510: 65 -:to5-a s.:._ _ _. BLADE WORKING- 15--o' 14 _ .. - - - .2..1/2'. :0.81 1.0. - - 0:87 1O e _ _ _. _ a5 65.4 _ 8:5 9 3r - IN .UNISON ♦ _ _ 10 - - - - - 10,51.8_ 5. - _ _ _ E5. 6 4' -:. - -. .. 2' .. '0.71 .: ... 0:511 " 9 8:5 4.5 - - - _ 1 s/kY ,r 0.910.43 - -. 10 7.5 5- _ _ __. _ 4,5 3 .^_ 1 1/2" 0:35 0.35 6 - - _ - - _ FLORIDA-BUILDING CODE.(Non Hi. 1'T. elaclty. Hurricone Zone 14EIR 6=7 IILTECO.INC. ®2017 EASTERN METAL SUPPLY,INC. i� ° ..., BERTHA HVTu Ai.S.S.A. xv.Accord�o�pw/ow ttwiwovB Aer oem 3 i American Shutter Systems �,,; OESCIOFRION DATE DRAWN BY i I.C. I f„/ TILUT TESTING & ENGINEERING COMPANY "�"�� � QF *', .4355 NW.360,,9t,:9La 365,YLVOrtlA Gw601s;'nd7619,3}11. Association; Inc. I OLID 115-085 7/27/1. CALL` 07/27/17 Pho-:(305)671-1530:Fox.(305)871'-15,77` 4288 V1e5tYOOdS Diiye 2` DRAWING No <"S Oe *-..1:EBtTo701a91c6m Wast Beach, FL 33407 G 3. 1SjA '•`•""• •�` .t11i. WALTZ,TlUJT Jr.P.E. 4 1 7""i V J Mr V'IT ESI rt FLORIDA U.f.44167 5 P,E.SE�1 j J4AT{�R/(SATE' 6 13, OF 20 MAXIMUM AhCum SPACING SCHEDLfLE FOR A GIMAX, SHUMR SPAN Q,S D DESIGN NEGATIVE PRESSURE CRIETE OR CONCRMONS (SEE NOUNTINOS 4 J.K k L ON SHEET 7) ..POURED CONCRETE POURED DONOR CONCRETE.BLOCK ANCHORS SPACING LEGEND 1 WAUK OVER& 1 TRENCH J RAINGUARO MOUNTING OWALL/FLOGR MOUNTING QWALLIWALK OVER MOUnNG sPul __ ucu »_�.._> TAPCON OR. (� .OE9RIIiEUM PR=RE.tq= SD..Ot5Ia1 h1SM PREAgL9E RT-w .Ass.-DEM MAINE PRISSM PAO1R:' LSD.DEM KrATN9 PRS1RiE.PAIM{ TAPCON WITH ADVANCED- . 3O 40 :6a 78 9D 120 160 2D5 30,1401601:76190. : 120 160 205 30: 40 60 '75 90 120 160 205 30 4a 60 79 90 120 16o 205 -THREADFORM TECHNOLOGY 14 12 1019 8 11 6 2 12. 12'12:-12. 1.5 8 0. ( 7 7 7 7 7 5.5' 5 5. 5 5 ,0 S S ALL POINTS SOUO-SET .3_U 14 12 10 9 8. 8 "6 6 12 12 12 12. 12- 12 95 7 7 7 7 `.7 7 7 7 7 5 5 .5: 5 5' 5 5 5 14 i2 'f0 9 6 8 8 8 12' 12 12 12 OS a d 457 7' 7 7 7 7 ? 6.5' 5 5 5 S S 6 5 9 BLUE TAP 14.12 10: 8 .8 6 6. .b d2 i2 12"12 12 TO 7.5 6- 7 7.-T T" 7 7 7 7 S. S -5 5 5 5' S 5. TAPPER+ 14 12 10 9 8 8 8 6' 11 12 12 12 EE B.S bS"'S 7 7 7 7 7 7 55 4' 'S 5 : S 5 5 5 6 4 k,-0. 14 '12. 10 9 8' .e 8 6 t2 t2 12 12 t2 9.5 T;5.5 7 7 7 7 7- 7 7 7 S 5 3. 5 5 5 9 5_ 14 '12 f0 0 e 8 6 0' 12 12 12 9.5 8 8 45'3.5 7 7 7 7 I 7 8.5, S 5 5. a 5 5 3 5 B 14: 12.10' 8 0 8' 8 6 12 12 12 12'-10 75 SS i 7 7- 7 7 T. 7 7 SB 5 S 5 S.'6 5 5 :5 14 t2 t0 :9 a. 8 6' "a 12. 12 12 '11.. 9 -.7 5. 4. �7 -7 ,7--'T''7 55 :4: 3 5 .5' 5 5. 6' S 4 3 5,-0. 14 12 10. 9 8. 8 '0' e 12 12 12 12..10' 7:5 95: 4 '7' 7' 7 7:' 7'.7 7 7 5 5 5 5 5 5 5 I 4 72 i0 A a 8 8 6 t2- 12 95 7:5 .8 4.5 3S' - 7 T 7 7 7 7 5 3.5 5 5 5 5- 5 5 5 :4 14 1z 10 A .a a. 0' 8 12..:12 12 9.5 0 e 6S. 7 7 7 7 7" 7 S5 4 s 5 5 5 5 5 8 4. 'k SEE ANCHOR 14 i2 to 9. 8 8. 6. 6 12 12 114 9 17,5 53 4 3 7 7 7 7•, 7 4.5 3$ 5 S 5 5. S 4s 15 - SPECIFICATIONS .6,-0 14 12 /0 - B 6 0 12 12 12 10. 8 6 45.335 7 7 7 7 7 7 7 7' 5 5 5 5 5 5 'S 5 ON SHEET 13 14. 12 to 9' 8 8 6 �6 12.12. 0 6, 5 4 3 7 7 7 7 7 S.S' 4 - S 5 5.: 5 S 5 4 3 ti.t2 16 9: 8 8 0 "0 12.12 10 "&,8.5 S .75 - 7 7 7.. 7 7 8 4.5 - 5 5 5. 5 5 5 4.5 - 14 12 10. 1 8 9 6 6 12,12 t0. 9 6.5 5 3.5 - 7 7 7 6.5 6S 4 5 5 -5 5 5 :4. 3 7,_O.t4 12 10 9 9 8 "6 0 t2 t2 'f2 83 7 5.. 4'. 3 7 7 7 '7 7 7 7 6 14 12 To-1,9 8 8 6 6:t2 10 6.5.'5 4.5,.3 - 7 7 7' 7 6.5 5 3 - 5 5 'S 5 5- 14 T2- to '9 B 8 -6 6 12:12 95,-7 5.S 4 - -7 7 7 7 7 5 - - 5 5' 6 5 5. 5 4 Q VALID ONLY FOR UP TO +70, -75 14 12 tp' 9 8 8.-.:6 - 12 12.8.5 7 5.5 4 3 -7 7 7 55.45 3. - - 9 5. 5 5' 4.513-6 = PSF AS,D DESIGN PRESSURE 9,-D„' 14 12 10 '8 8 8' 6 - 11 12 05 7S 6'SS 35 - 7 7 7 7 7:. 7 7' 4 'S 5 S s 5 s 5 9 RATING"& FOR SPANS PER 14-1,2 10.'.9 8 8 0 i2 9. :6 4S 4 3 - 7 7 .7 7, 5.5 4 - - 5' �5. 5 5 -.5 4 3 - SCHEDULE #(3, SHEET 11. T4-.t2- IO 9 e e B - 12 'ti 7.6 6 5 .75 - - 7 7 7 7.5 614-51- - 5 9 5 5. 5 4S .- if 12 10.' 9 8 8" - - 12 1.5 7.5 6 5 35 - - 7 7 0.5 5 5 S S 9 - iF 12 _10 9 8-.a 12 12 9S BS 5.5 4 3 - 7 7 7 7 7 7 6' 3 S 5 5 S 5 5 5 -S 14. 12 10 9 0 8 0.5 B :5 4 35 - 7 7 7 6 5--3.5 - - 5 5 '5 _5 '5 4 3 14 22 10 9 Ti, a - 12 10 63 S 43 - - 7. 7 7 0.5'55 - - 5 5 5 5 5 4' 11- 11 YO 8 8' 8 - t2 OS 7 55'.45 SS - - 7 7 S.5 45 35 - - 5 5 9 4S 15 - - TO'-O"14. 12 t0 9 8 8 - 12 1t 85 6.' 53 - - 7- 7 7 7 7 7 4.5 5 5 5 S 5 5 'S 4:3" 14 "12 ip' 9 8' 8. 9S 7 45 SS '3 - - 7. I 7. 5S 4.5 - - 5' 5 3 :5 4.5 35. - 14 8 - 12, 9 .0: 3 i - - 7 7 7 0 S - S 5 S-45 5 - 14 12 10_ 0 a 8 - - 12 9S 6 5 4 ,3 - 7" 7 5 4 3 - - S 5 5'. 4. 3S - - 1.1,.-0.14 Y2-10' 9,'8 'a - - 12 1D 7 SS 4.5 35 - - '7 7 7 7 '7 7 3S - 5 5 95 6 5 :5 4 t4 '12 to 9 8 8 - 8.5 6S 4. 35. 3 - 7 '7 6 5 4 - 55 4 3: - - 14 12 10 9 8 8 - 1{ 8 5.5 4 - - 7 7 7 SS i.5 - - S 5. 5 5 45 - - f4 12 Ip 9 8 158.55.54.5..3.5 - 7 7 433.5 - +.'5 5 4.5.35 3 _ WV BLADE ONLY 12,-0"T4 i2 10 9 8 - --12 9.5 6.5..5 4 3 - - 7 7 7 7 7 6 3 - 5 S 5 5 5 S 4.5'35 14.72 YO 9 8 8 6 4 J - - 7. 7 5.5 45 J.5' - :5 5. S 4.9 :4 3 74' 12 f0 9 8 - 10 7.516 4 - - 1 7 61.-S - '5 5:.5 5' 4 14 12 10: 9 8 - 0.6 8 5 4 3S - - 7 b3 4S 3:5 - - S S 45 15 3 - 13,-0"14.12 10 :9 8 - /.5 8.5 6. 4.5 35 3 - 7 7 -7 7 7 45 - 5 5'. 5 S 5 5 4.5'3S T4 i2.20 9 8 7 SS.3.5 3 - - - 7 7 -5 4 3 - - 5 S. S 4 3. - - U 12 1tl 8 0 "9 7 45 ,75 - - - 7 7 5.543 - - - 5 '5 5 4.5 4 - 14 '12 10: 9' - - »• 10 7.5 5 4 .3 - - 7. 6.: 1 3 ^ - - 5 -6 4 3 - - - - '14,-D"14. 12 10 9 - - 05 8 5.5 4. - - 7 7 7 7 7 4 - 5 S: 5 _5' 5 '5' 4 3 t4 12 10 e - 8S 5 3' - - 7 7: 5 33 - - - 5 S 5 4' - - 14 12 10 8. - - 8:5 65 4 - 7- 7 5 �4 - - 5 S' 5 4 - - - 14 12 10 9 7 4:5 35 .3 - 7 5.5.35 - - - - 5 5 35 J - - t 14 12 :10 - - - 10 7.5 5 4 .3- T 7 7 7 7 3,5 - - S 5 5 S 14 12 10 -• 6 4.6 3 7 '7.45 3 - - - - S. 5 45 3.5 - - 14 T2 Iq ... - - R 6 4 - - - - T 7 S. - - -. 5. 5 5.-:4 - - - - 14 "12. 10: -- - " 8.5 6.B 4 35. _ ". - T 5:5.3.5 -- _ _ - 5 5 35 - 16,-0"14 12 10 - - - - 95 7 43 3. : J - - -7. 7 7 7' 6 3 - 5 5 5 -5 5 45 35 I4-12 10. ^ - - - 6.45 3 - - - '7 65 4 _ - - .9 14 12 - - - - - 75.as .-5 ' - - - '"'� ,' - - ' ' S 43 ' - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILT M,INC. 02017 EASTERN METAL SUPPLY.INC. VSD .... W,fi,EtVg BERTHA H TM. Accordion Shutter System R�-oi A.&S.A■ FIV. BLADE#1 W/OR W/0 H.V.WNDOW'WM At»eilCQis Shaffer Systems REV.N 01SC9HMO" PATE MYON 8f, I.C.. r11`{ACf ; TiLUT TESTING do ENGINEERING COMPANY Assoclatlbn, Inc. I. OLD 15-085" 7/2711 n4Tz_ 07/zl/I7 B.1S9 N.W.36U..9t..51e.309, -t ti4� N 0+005:FLOROA 3115 anon" (305)871-1530.Fit.:(305)871-1531 426$ Westraads Drive 2 DRAWING No ^`< eft `4G'1114 a-mat Uff"oOcol.com West Palm .Beach, F'L.33407 3 7-10 17 7V i v �� •�'v y41,111 WALIM A.DOOB?Tt9 P.E. 4 . FLORIDA Uk f 44167 5 SHEET P.E. §M;I'St6NATURE/DATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s-f) AND CORRESPONDING MAXIMCING Yin.) SCHEDULE FOR.A G2.T I MAX, SH 1Tr R SPAN NEGATIVE A.S.D. (DESIGN PRESSURE RATING'AND A CORRESPONDING MOUNTING 'TYPE (SEE MOUNnNGS ON SHEETS 16&17). L,._S B !Ei3;"T` Fz;;Z A T" 50 /�EAR{1N PING No. SPRUCE PINE. SPRUCE !NE SOUTHERN PINE No. 2 W/ MIN. G=4.55, SPRUCE-PINE FIR.NORTH SPRUCE-PINE FIR SOUTH 1/2" MIN. COX DOU4111NG M 5` FIR NORTH FIR SOUTH DOUGLAS nR W/ MIN. 0=0.50 W/ MIN. G=0:43 W/ MIN. G=0.36 PLYWOOD MIN G 0 S� W/ MIN, G=0.43 . W MIN. G=0.36 $PPAiN(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS 'CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O.WALL MOUNitNGS 8.0. WALL MOUNTW45 B.O. WALL MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R' FLOOR MOUNTINGS .W& X W W & X P & Q S&V S&V S&V 09711FUFi i&HlI ra7C r,�j a9D+ .+£f8�iz cC7c.G3/ u97ixwM:m35.PE wfc tml aSknl hEk»ft 6R1G W} .tECN 7L5NMF 8EtT7'e61}MILMIzammmomom i73Nammsm Rc cm uo01 t6Mt'A IARC Mx.tpiJ, x911 IG"Tsma:wC iT4 _Met K=ffomi"(4 30 40 60 75 90 OS 30 40 67075T9.. 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 30.40 60 75 90 OS '-0"OR LES 1$11) !0 9 8' 8 6 6 6 6 '6 '6 12 10 10 S 8 8 6 6 6 B' '6 6-12 10 10 9 8 6 6 6. 6 6 6 6 6 5 4 4. 4 3. 12 12 12 12 12 12 12 12 12 12 12 12[12 l2 72 12 12 72 4LO" 12 10 10, 9 8 8 6 6 6 6 6 6 12 10 10 9 8 .8�,6 6 6 6 6' 8 12 10 10 9 B B 6 6 6 6 -6. 6 6 5 4 a 4 3 12 12 12 12 12.12 12 12 12 12 12 12 12. 12 12.12 12 .a. 72 f0 tO 9 8- 8 6 6. 6. 6 6 5.5 12.10 10:9 8 8 6 6 _676-T 6 5 12 10 10•4 8' 7 '6 6. 616 6 5 6 'S' 4 4 4 -3 72 72 12 12 12. 12 iZ 12 12'. 72 12 12 72 72 12-72 0.5 12 10 10. 9 8_6.5 6 6. B$ S:S 4.5 12 10 10 9�� 8 5 6 6 B .5 5 4.5 12 t0 10 9 6 3.5' 6 6 6 6 5 4.5 -6 5 4 4 3.5 ^ 12 12 12 12 12 12 12:12 12 12 72, 12 12 12 12 10 8.5: 7'-0" 12 10 10 9. 65 4 6 6 6 .5 A5 4 12 10 16 9 5 .3 8 6 -$ 5 4 3.5 12 10 10 7 3.5 - 6 6 6 .5 4..3.5 6 5 4' 4 12 12 12 12 12 72. 22 12 12. 12. 12' 0, 12 12. 0.5 85 7.5 12. 10. 70 7.5:a.5 3 6 6 8 5' .4 3:5 12'10 10 6 3.5. - 6 '6 �5 .5 3.5 3 12: 10 10 4 - - 6 '6 5. 8"3.5 3 6 5 4 - - - 12.:12 12 12 72 72 12 72.12 72.1 7 9.512 1.5 9 7;5 6.5 12 t0 TO 5 35 - - 6 S.5 .5 3.5 3 12'10 9,4 - - fi 8 4.S 4 3 3 i2 70 6 }, - - 6 8 4,5 4_ 3 & 8 5 3.5- - - 12 12 12 12 72 76, f2 72 52. i. 9.5$.5i2 70 $ 6;5:5:S72.10 7.5 4 6 6 5 4. 3 12 70 6 3 - 6 '6. 4 i5.:3 : .12 t0 ] - - - 6 6 a :S 3 -..6 'S - - - 12 42 .1212 1,5 9,5 12 14 12 0; B:5:7.5. 12 9 7. B 572.f0'&5 - - - 6. 6 4'.5- - - 12 10 .4:5 - - 6 5.5�3.5- - - 12 10 - - - - 6 5:S' 4' - - - 6 5 - - 12 12 12 1210 8.5 12 t2 Y2 95 8- 7 12 '8 6.5 5.5 4;5 12'-0" 12 �114,56 6 4 - - - 12 10 3.5- - - 6. 5 3.5 - 12 10 in 5 3.5- - 6 5 - - - 12 12 12 7:59.5 813'-Cr 12 6 6 - - - 12 t0 - - - 6 4;5 - - - 12 7.5 4.5 - - - -� 6 4.5 - - - 12 12 iZ 18: 8.5 7;514'-0" 12 6 5.5 - - - - 12• 7 - - - SS 4:5 - - ^ 12 7 4,5 - - 66 - - - - 12 - - - .5 - - - t2 6. - - '" 12 - - - 5 - - - -. 11:5:- HV BLADE OR 1 HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •sTE u nnons.GF usE FOR ZOE( ON SHEET 10 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL FLOOR R SOUD WOOD SOF1'IT SHALL BE AS FOLLOWS: 3 SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE Na.2 W/0.0.55(N.D.$) -1/4'0 TAPCON ANCHORS,AS MANUFACTURED Bf I.T.W.DUILM W/MINIMUM EIIDEDNENT AS INDICTED AT -DOUGLAS FIR W/G-0.50(N.DS.) EACH SECTION ON SHEETS 16&17, -SPRUCE PINE FIR NORTH W/0=0.43(N,O.S4 EXCEPUDW SEE NOTE 2 MON -SPRUCE PINE RR SOUTH W/G=0.36(N.D.&) �LON.t/2•COX PLYWOOD(1996 APA). 2.1WCHORS TO PER N CEILING205 SPLLLL BE OS PER 610UNTINC TYPE U,SHEET 17 AND SHALL CONSIST OF _ LAG SCREWS AS PER NDS-2075 SPECIFICATIONS. AA-ANCHORSNCHOR'S MANUFACTURE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS/J70 5PEC4TCA110N5 0i'THE RM FLORIDA BUILDING WDE(Non Nigh Velocity Hurricaine Zone 02017 TILTE00,INC. ®2017 EASTERN.KETAL SUPPLY, INC. �► 1�vBERTHA HVTM e". /7=-Lry-�;pA A Accordion Shutter System INC: ■ ■ ■ ■ MV. eLAoE.#T W/OMRw/o,KV.w1(�aav a p¢ : SysfensAmescon Shuffer EY. DESCRIPTION DATE ORAhT1 BTL.C.ENGINEERING COMPANY TILLIT TESTING ;Associafton, IRC:- t OLD 15-085 7/27/1 DATE 07/27/1.7 �� o A.1.S,N W 36th.SL.Ste JOS.mom ON.DE16,FLOROA Jif . ' dQ PNOee:(s9s}677 1530.Fa .(395)871-1537 4268 Westraods Drive 2 DRAWING No t iU�PA1WINyAvfd a-Mce oltewonacom West Palm Beach, FL 33407 3 yrt PIT "I.f14 `' ".414 114 E0 oO467t9 ; '�'-107 WALTER A.TIt11T J P.E. FLORIDA Uc.'1 44167 .5 SHEET P.E. SF'ACJ3tffiS4A11lREjDATE 6 15 CIE 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & 9 HV+ BLADES AS APPLICABLE SHUTTER 5 + 001— FOR INSTALLATIONS WOOD WITH H BLADE L SHALL WALL FINISHBE UMITED TO 105.0 psf. A.S.D. ESIGN PRESSURE RATING, E SHEET 19 FOR MAX SP 44t 1j4 o TAPCON ORA.S.D. I N UR T G FOR ST 10 I 8 WORKING IN UNISON �, •``+. ,'�^""`} i TAPCON WITH ADVANCED .. - - - # THREADFORAi TECHNOLOGY i 1 j4"p TMCON Ok 1 1/2-MGT.PENETRATION ✓f �` (� I TAPCON WITH.ADVANCED iNRFAOFORM TECHNOLOGY -•.7- tF:� OF THREADED AREA To E �W/ 1 1/2-Mtn.PENETRATION OF THREADED AREA TO EXISTING Q ��y�� � EXISTING WOOD HEQE:R. ! 'j, WOOD HEADER. (SEE SCHEDULE ON SHEET IS) I TO�_S IgE 1 I' �`OOR t r l i ry (SEE SCHEDULE ON SHEET 15) 4 } ij4'C-20x3f4"S.S.MACHINE SCHEDtAE pi SRO L SCREWS W/1/4--20 NUTS I1 FOR BLADEQAJ.D)V � W 12"O.C. j' ON SHEET 19 FOR t t # r 1 EXISTING 6 L3tl+OES Q)dl G E GLASS-4 II I# I° fA(•4 y OR 1 in in j.: L' FINISH I 4 T aii i� � .f !u l�oPVONAL } ~i WALL ,I EXI FINISH EXISTING MIN. j ..... 1r '.!.� EXISTING MN. �.. •� / .HEADER aEOU�iRED I i OR l�i 9 r-21x4`WOOD $ HEADER REQUIRED I t i I 1 It 1 0 I I1'{ 1 I T READFOR TECHNOLOGY�0 TAPCON OR TAPCON IW H 1AO/2ICED EXISTING i MO LASS(SEE 1 ( 0 j l t., 1 i t' 1 Ik l I Min.PENETRATION OF THREADED AREA TO GLA55-•" 7p PASS{Sf$ MIH.SEPARAiTON TO CLASS €{{ ` t�1+ t 1 EXISTING WOOD HFADER. Yt. EXISTING SEE SCHEDULE ON SHEET 11) !` 1 t t ('ll I (SEE:SCHEDULE ON SHEET 15) D t 1 FOR RlAOE�A`✓a I G�--i ( ( t 1 t� ,1 I Fax zi4`CONT.SILL �. PLATE REQ'O. HY WALL HEADER 'INSTALLATION A}TION. @d HV WALL SiLL IN TM HV WALL HEADER INSTALLATION T - s CLASS !1 ! EXISTING _ MINS SEPARATION S EETCLASS I.I.. IMIN T (SEE SCHEDULEOONTSHEET It i GLASS--} T., EXISTING (SEE SCHEDULE ON SHEET it} EXr�MASS—T t o MN.SEPARATION TO GLASS 2'x4'CONT (SEE SCHEDULE ON SHEET 11) I` WOOD PLATE } E -..,�� .! 6. 134 C-20x3Ja"5.5. •. REo'0. ( 1/4'0-20.3/4 S.S. II' } AIACIHINE j- q rr WACHWE SCREW'S W/ j f; 1/4 •-24 NUTS ! • Y �ir''+.• WALL �"., t „i I 1/4--20 NUTS 4 12" --1. _ ( fL 12'OC.— ' •i �' FINISH O.O. I! C 1 OR@ on } t f 2*x4"CONT t I t" � •^•. _ WOOD PLATE 1/' 1 REVO. `i 1 1 t 1{1 r I 1/4'0 TAPCON OR TAPCON VaTH ADVANCED J s t T t ; (. tt THREAOFORM.TECHNOLOGY W/1 1/7' 1 �ti j� t 1 1. 2x4'CONT. Min,PENETRATION OF 114READED AREA TO r �,•�� t EON SHEET 15) THREDFORM TECHNOLOGY W/1 jTAPCON OR TAPCON WITH ADVANCED 't REQO ! E. j1/4-04f SILL PLATE i� A2" ` 14'0 7APCON OR (SEE SCHEDUL jiQjE; EXLSTING WOOD tJEt.DER. yq TAPCON WTD{ADVANCED 1-SEE SHEET 4 FOR TYPICAL i l 1 ! WAt.I,F3itISH {yittnNr t34 Min.PENETRATION OF THREADED AREA INTO PLYWOOD \ THREADFORTA TECHNOLOGY SHUTTER ASSEMBLY, ;��5...r 1.11 1� {SEE sCHE4UiE oN SHEET ts) EXISTING talN 2x4, 1/2•MIN CDXS EO� W 1 _- STUDS t9 16 O.C.MAK_y PLYWOOD RWALL -\. -THREADED MAREA INTO PLYWOOD PENETRATION OF z COMBINED.IN ANY WAY TO CTIONS CAN BE 1/2-MW.COX PLYWOOD REO.0:. REQ'4.PLYWOOD TO DE WALL FINISH (SEE SCHEDULE 4N SHEET,.15) SUIT ANY INSTALLATION. HY--WALL .SILL INS€ALLATiON MIN. 2'x4"STUDS®.16'O.C.MAX:REWD. ATTACHED TO STUDS IN - PLYWOOD'TOBE ATTACHED TO STUDS.IN ACCORDANCE ACCORDANCE WITH ��j WHH SECTION 2305 OF THE F.B.C. SECTION 2308 OF THE Q H WALL, ILL INSTALLATION 4 SEE UM ATtotJS OF USE OF P HV WALL $ILL IN AT LLA�(ON F.B.G. 6E�E rA oN SHEET 1s d i1Ayiii.,y FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' YI Fi /jw 02017 TILTTSO,INC 02017 EASTERN METAL SUPPLY„INC. 'BERTHA VTM i i L E C O N«. Q $ A Accordion Shutter System y ■ ■ ■ Kv RME#1 w/OR W/O Kv SWNDOW RADE 'Q TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems EY.No 0ESC18PTION DATE ORAYlN OY, L.C: g1 W{ x155 MW3sm..St.sm 305,xrsucw"ROM haaaA 331 Association, Inc. I OLD 15-0135 7/27/1 DATE:- 07j27ji7 Fnon.:(305)871-1530 Fax:(305)671-15211 4268 Westroods Drive 2 DRAWING No + � �OfllQA:.`t4 t4 1n 7ERproam West Polm Beoch, FL 33407 3 (�7 1lOt•.h...•• \ X40 WALTER A TILL?4,Pk. 4 - �-���V/ P•E FLORIDA U.'Q 44167 5 SHEET /DATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS. FOR 1 qV- & jA HV*—BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTAL T�fONS INTO WOOD WITH HV B[7CDE.n ONLY S ALL . LIMITED T 1.05 0 f. A.S.D. DESIGNPRESS E ATING SES E 9 . 0 MA WALL FINISH SPAN & DESIGN WAD.FOR INSTALLATION WITH PLADEM A Ilk WORKING I UNISON VA 4'o'TAPCON OR - r -EQ- EO 2'MIFt. ••-tel t ; T'APCON Vli7i{ADVANCED 4'x$"'(Min.)L7115TING 'T"'1, {� -.�� THREADFORM TECHNOLOGY WOOD=LAM REQUIRED. ! I -}— EDGE(IF APPLICABLE) {j �-^-' �• { t yr/1 1//2"MI..PENETRATION t 4 0 2423 4 .5:5. STRUCIUftAt ADEQUACY ` OF THREADED AREA TO -f•- / OF EXISBNG WOOD BEAM 1 / l f' 1' PHILLIPS TRU HEAD TO BE CERTIFIED Cit' / ----•—•EXISTING W000 HEADER: EXISTING WOOD ry Mtn. MACHINE SCREWS REGISTERED ENGINEER DR _ _ t I` .`(SEE SCHEDULE ON SHEET 75) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EQ"/^T'—EO -•- TRUSSES'OR 0 12'O.C. SHUTTER INSTALLATION. r� t r? i tf2' •'` t/Y RAFTER 0 24' I% 1So O.C:REQUIRED 1/4"0 TAPCON ORORI 1TAPCON WITH ADVANCED ,✓ ., / ,:. r E)GSTING SOFFIT 257' THREADFORIM TECHNOLOGY _ ` f. 3/4'Max.THK: � y } i I Max. W/ 1 f/2'Min.PENETRATION OF THREADED AREA TO • E t' S!AS/4" 0 EO .. a'x4'x1/$'CONT.ALUM.TUBE 1 I 11 s OPTIONAL E)(ISTING WOOD HEADER. o.c. (6063-T6 ALLOY)w/ (SEE SCHEDULE ON SHEET 15) - I 1 or 13 or 1.5 (3j5/i8 0"LAG SCREWS 70 Or 13 or.15 1 EACH RAFTER OR TRUSS. L[DWIIDTH OF TE LAO SCREWS. EXISTING AT MG WOOD i EXISTING MIN 2'x4" 1 1 IT I I1 MEMBER (2 Min.NOMINAL AL EXISTING--It HEADER RE" OPEN HOLE AT TACH WIDTH)W/2 Min. -GLASS Ik MIN,SEPARAMON TO GLASS I - ! (SEE SCHEDULE ON SHEET 11) E STUD TO ACCEPT PENETRATION OF THRMED GLASS 1 �• 5/16"0 LAG SCREW {{uu(} x AREA:VAUD FOR "I AT CENTER OF TUBE. iNSTALLA'RONS WITH 720ST E I ML ( MAX.AS.D.DESIGN LOAD ANG �.HY WALL HEADER INSTALLATION: � a,(SEE 1xIsuNG MY SEP,RRxt+ H e'—o'Mar.SPAN.THIS CLASS--= m 4tA43 iSEE INSTALLATION IS ONLY VAUD tt.FCw RlLC(D A"�♦ ^S2C=CN SHM - FOR WOOD W/MIN.SPECIFIC ! co sm tv RLR 1�OR W:?' -j 1t FCR WEE(DW GRAVITY OF 0,50 AS DOUGLAS (IN SNEET In 0,AOLS(1, �) ♦ FIR OR SOUTHERN PINE No.1. 1 SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY � 1 A ( OR OR EQUAL.: 2-' MOUNTING SECTIONS CAN BE COMBINED ,T HV ;CEILING INSTALLATION - T [n tN'.ANY WAY TO SUIT ANY WSTALLATICK. //,���,, @)HEIL NG NS LATION P e TO fAASASS OR t7♦ I LAIN. 11 t MIN.SEPARATION TO GLASS 'SOIEDULE CH%T SEPARATION ( .) + {SPE SCHEDULE ON SHEET St) EXiST1NG- 'C FtR Ds DE(DNO ..J TO CLASS GLASS FOT (Ste SCHEDULE EXISTTNG Q; (ON SHEET 1 Y) I CLASS--I S I ! ! ! v E I 1 AN t I EXISTING I $ I t r ALTER LOCATION I. 4 FTNI.� 11 1/ O t 3fa uN ff10 3/a 'Ex GL t i i t 2"x6•MIN.WOCC •`"" f 1/4 s ' 7 3/. M WASHER HEAD TEK } 11t SCREWS 0 12"o. r OK.REQUIRED 2" _ 13 OR xfi MIN ri'OO6 y c (NH. I ( DECK REO UIRED(NO .--.•• - (ALLOWED) .FINISH ALLOWEDl _ �T ,-EDGE f OF 19 EDGE OF BLE DECK IF ��- -^" 'EDGE LI DECK t„ !Y IF APPLICABLE ;0:'- - IF APPLICABLE . II APPLICABLE i- 1/4'0-20x3f4'5:5. . 5�i 1 �11 'iT(I tf4'0 TAPCON OR MIn. `P,HIWPS TRUSS NERD TAPCON WITH ADVANCED MACHINE SCREWS -""*"-�• -�_ '- 1/4-0 TAPCON OR TAPCON WITH ADVANCED 2'x4 CONT TKR ADFORM TECHNOLOGY VI/ t/4`-24 NUTS THREADFORM TECHNOLOGY W/1 1/2"Min. 2'MIN. I �SILL PLATE W 17 2"Min.PENETRATION 1/4"0-TAPCON OR TAPCON WITH ADVANCED:THREADFOfiM I REO 0. I r / / 0 12.O.C. TECHNOLOGY W 1 1 2':Min.PENETRATION OF THREADED --2"LAIN. PENETRATION.TI THREADED 1 OF-THREADED AREA 70 / / AREA TO EXISTING WOOD HEADER.(SEE . (�; t n ? ARTA.TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET iS} EX)snNG WOOD HEADER. SCHEDULE.ON SHEET 15) �•r (SEE SCHEDULE ON SHEET 15 ) • uM of 1rsE FOR �' d HV WALK—AVER INSTALLATION HV WALL SILL INSTALLATION e+ T SB ��'J HV FL INSTALLATION FLORIDA BUILDING CODE(Non. Nigh Velocity Hurricane Zone iiiii ,.•• /J 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY. INC. uC EN$".•."y ,..�.�,.. RV T,MA R , 11 E C O r, . , ■ ■��'■p■ Accordion Shutter System yyyppp , -. RV. MADEm#t w/OR w/o.KV. xIwvty MADE TILLIT TESTING & ENGINEERING COMPANY AmBCiClQii Shutter Systems- �,,R DescRlrnoN. DATE DRAWN.en Lc. QiA I--NW.36th:SL,Sts 935.W NA GARDENS.TLORSK MIS! .Association, Inc. I GL) 15-vas 7f27(1 DATE: 07/2?/17 _ Ph"..(:305)571-1530.Fox:(305)871-1531 4288 Westroods drive 2 DRAWING No ~� S/SAL Ir� +'I�tt1 wuTEisa Tw7r Bi..cPE West Palm Beach, FL 33407 17-107 FLORIDA U..j 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE s 17 OF 20 . END INSTALLATIONS(!) HV BLADE OR _,WINDOW BLADE INTO' 2"x4" MIN. WOOD STUDS, 2'M4•WW..WOOD ..snros REo'D. 2",rwaia000 / r f-.E! ' _ SiF1D5pWb. NVW'Sruo9..... _ /4Y T/FGDN /,�' r / ria'LCN. (AS MPi1ClHtL) }X'\ /Y" / OX l +' !' . ADDD SnM l I STUDS OR w Ora \ t\ J GSOR�Tq \ t �EW BONNEASING GLASS i� TO V2•COX � 1VGSN}' PLYWOOD 6 w0+� / \ I-•. MUS ObST. EX6nIW aAss' / f^IX6TInc tJ.ASs q{t AIN. / t nt�TtNG Gu4s ! - J \ gnat 1/?_ a�X L... 11 -•-//EG O\, 'urt 3D:4'+aTXN t - 1 TOC ASS.(SM tom•r YvroWm• re4glAosm .•a,T ai y�a.T. To awls( +/z• It cDa ro o f TSCHMUE a .61'i" Tti6'a}' 11M a'MA10 4 SaEAAE 4t Sf4Ef MOM SCFLUE W 9Q? ®� (GC Ts)smar. 1Wa,N Jz'.rrsx.ax ' dra . . n wrs a:.D£�wa 1/2- tl an eJaa<•:mwo jL avu n.TeEn ON pw 19 KR wSH pfimcstUb r�r T ' agFs6xtT� y -----• - 1/2'.Wt. 'ABATE(LOGS 1 (. TIR$y ( _ 1 EIA#R�Q1 �ID[I/2'S.U.S. i _ l6F 1 OR 2'NUC 018 Q.C. _ _ l ?4 , . ( �: i �s°ea taJ711 tlR +EoETNI. smE:c9rmssta+ .. O CC O.O�a9®• SIDE Sw r sai' ��• Ta TRncxs l6 tt O O e * soSIV-roRT— 9 ©'Q m.p.Q:�. (+ � L�i•4 fv'�� (a}QQ*rtU�'J O•R�a a. Q•Ca e'�•.Cz�?-Cy. ��•Q�-(�J•Q•ia* �1Cs�L3•f�-O•�- LS Lg�O•�U Laid ®•t� �-a�.,,�.� L�L�•€�•t�1J'ib- C•�•4(�.0'-,�•� END CONNECTION CONNECTION' �ETAiL( �•�L1 END CONNECTION DETAIL 3 D END CONNECTION DETAIL.(, U END CONNECTION DETAIL �Q 'EJGSDNG I•-RECt*U OMY MR SPMtS GfiEATLTt T+tW 1Y-G'" 2',C Yat WOD _1/4'4 TAPCGW N.'a2'RS 1/4••TARP w fOiT •— —�^� S.u.S. E15rttiC tXAa^5^-t FQt£SRAitON a t2'O.C. 17 /t i/2 Nut \ PET�taRAnav o tY ac 4 SEE LIrdITAT10NS OF USE FOR �4-/ -� -BLADE�A ON SHEET 19 it R1'�Ot tD�ItA t t .. • av S+f£T fl TOR t f2 az {.. 7' P aJDFSQI<� •_,�„_,,,,T �_� I - G' - - G GR@OR GR _ 1� __. 4 ----- i _ aRc L; - I 1 Y u . I I DR • 1.. 5 ; \. - S.. nl OR '— I { 4 4 it OR S�tlR}�tt7R VIEW Y. Q 8 L-Q�* �T!),(L}TN�STS 2'aa'kPt wD06 W+tL �'•QJ�� •6s` L 133 © Q� ©•O d.T ' ':iVD9 R£0'D: .PLAN 0.@-T0.0-06.0u L'Q�$'"Q'L°' •LT3 p-�.Lr•g.se.d C7 L4��1 -®'L� DETAIL X ENO CONNECTION DETAIL Q END CONNECTION DETAIL 12 "".I!- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ........... ;...• /T 02017 TILIECO.INC: ._ 02017.EASTERN 1DETAL SUPPLY, MC. BERTHAY hASSA . _ Accordion Shutter System ` 7MTE�=,K . ■ . .. KV. BADE#i W/OR,W/O KV. WINDOW MADE TtLUT TESTING & ENGINEERING COMPANY' A[ABYICGtb Sttt2tl6t` Systems EY..N. .DESCRIPTION DATEf oRaYrN�r: Lc. �+ Association, Inc. t as ,s-Das 7/z7/f DATE: o7�z7/n ""i• a �4 8555 N.W.36 .W.Ste DOR NRF";(305IS.1-153 331 (aos)6711saG.awG (Dos)eiI-fsir 4268 Westroflds d3r{vez —.1V11.6O-L— West Polm Beach'• FL 33407 3 DRAWING Na ' ZONAL it0'' MRITE A.TI17-107 LLuifa P.E 4 P-E SEAL/SIGNAT'URE/DATE FLOMA U..1 44167 a SHEET s i8'.OF 2D • GENERAL LIMRATIONS AND CONDITIONS OF USE FOR 8 RTF1 (' NV BLADF7 ACCORDION SHO ff A a'� 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 p...r. . 2.MNL SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS A D.G&H ON SHEETS 6,7:'AS WELL AS �s MOUNTINGS M.0,T,U&WON SHEETS 16.&17. CENIERNATES 21 BOTH W/ OR 2�1 ARE ALLOWED WITH 6} 106 O ^�;qq'� S 4 OR S (27 ED IN A SYU OR OPPOSfNG LA OUT.IN CASE OF OPBO NG -Ica a r y llC7�(f18�F. 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF D'P.EA.ENO • - • • • • • 01 / 5.(A),MV WINDOW BLADEQ SKAL ONLY ALLOW A MAXIMUMOF5 OPENINGS (3'9 HOLES).FOR®PER LADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS s (B)MIN.'CLEARANCE FROM TDP OR BOTTOM EDGE OF HV WINDOW BLADE7O, • • • • OF ANY 3'0 HOLE FOR©SHAU.BE 12% ALLOWED AT FN _ WINDOW BLN1E tom ( BLADE 1 BLADE CONING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW z s • • • � (D)HV-WWOW BLADE.@ MUST BE USED ALTERNATE TO A SOLID HV BLADED _ THROUGHOUTpSHUTTER'S WIDTH. s o • '• .• -s Y-. � (E)C MATES SHAM.ALWAYS BE INSTALLED ADJACENT TO A SOLID FIV 1 • L.3.. BLADE 1 AT ETIHER SIDE OF THEM. SEE END g, (F)POLYCARBONATE HV WINDOW @ SHALL BE INSTALLED SO T1W TABS FACE CONNECTION _ • • • • THE INTERIOR OF THE OPENING BEING-PROTECTED.HV WINDOW MUST BE DETAILS ON SHEETS •. •� .. p ONLY INSTALLED AND LOCKED USING A 1N SETTING TOOL PROVIDED BY ASSA. 10& 18 TYP. -.� ;oaf INC. FULL HEIGHT-— 53 $( 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME P P VyJ 8UILDINGS ON SHEET 15,AS LIMITED 9Y SPAN AND DESIGN LOAD(SEE NOTES �.% 1 &2ABOVE). $ �� 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLlHTIONS INTO POURED CONCRETE OR.CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARA110M TO GLASS SCHEDULE,PER ASTLI E-1996: D H SEE PLAN TOP&B OM REQUIREMENTS) 1Y ' ���� �„ WIND ZONE ERU3 MINIMUM SEPARATION TO GLSS1NUNREO WIDTFF— -. + 1 TELEVATION MN ?^°"D0N ro aaav EXISTING GLASS 4SEESCHEOU ELONSNa711FORIil7OE 6.25' — AND O6T— 5F(F):f Fdl eADFS6). ---------- -------1------- - --- - ------- ----� CENTERMATES El) W/ig(EMRICIR ONLY) J41) A 5 1 /� 1 /� 1 - g '2 TY\ SYMM RICAL CENTERMATES 21 �f W/C OR 5 NTD /- �:��, i Tourstt, r♦ 1 '� W/O (SNO7E 4 ABOVE) PLAN TYPICAL n HV $LADE WORKING IN UNISON WITH HV WINDOW_ BLADE �A SHUTTER* "AAh.TI/ '' a FLORIDA BUILDING CODE(Hon Nigh Velocity Hurricane Zone 1T' �' •''�••�•'•., (/�=• 02017 TILTECO.INC. ®2017 EASTERN METAL SUPPLY, INC. BERTHA HVT * li. E C O �N�. A■S■S■A. Accordion Shutter System y - RV.BLADE#1 W/OR W/0 FLK WINDOW BLADE TILL7T TESTING & ENGINEERING COMPANY American Shu}ter Systems ICV.N .DESCRIPTION :DATE DRAWN ETI: .LC:. 6355 NX.3618 St.sea.30.S VIRGINIA'GAIMENS,FLCWA 3310f Associotion, Inc. 1 OLD 15-OBS 7/27/7 OATL* o7j27/17 (305)871-153D.Fay:(305)877-1531 4268. Westroads Drive x �1�S�OfVALI1,�' e-maL76D791.eom West Palm Beach, FL 33407 3 DRAWING No WALTER A TIUJT Jt.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE FLORIDA L;c.8 44167 5 SHEET B 19 OF 20 6% 112'x DILL TNaR +' INSTALLATIONS W/ � HV BLADE & HV CENTERMATES �21 X2.000"Max. Mi. rt.A51/M A-653 GRADE 40 Max. 1 R0 083' �; Min,G-60 GALV.STEEL o ,^-036. INTO METAL STUD WALLS * y © . METAL STUDS Al 16''D.C, ,y �.GO --- 4a A G.C. 40 41 1/4'a3 NOMINAL fox. W --- --' 1/2 475' GENERAL LIMI IONS AND CONDMONSOF USE ALUMINUM SLEEVE --+ 12 o ..-"T F - v BLAM ACC 6063 TS ALLOY Lt 3I4 s 1/4-.0.035^nICR ATA... 43'c 43a I ,n SYSTEM TO ,METAL STUD WALLS.. coNr Gu.v STEEL TRACK CNANN0.i 0 6'D.C. iI 6'O.C.^. I - ASDZ A-&53 GRADE 4a Mm.G W { ----- { R TIO TO GE_ASS S .DUD 3.000•_, GA_VANIZED FASTENED TO STUDS +i Max, w/(2)/cx1/2-TER SCREWS ON i EXISTING FINISH 39�'tI z 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (PSf) 4NTEF30R.�.ExtEraDR rAaE I A5 ArvucaBLE 1 H 2. MAX..SHUTTER SPAN: 84" WIND ZONE MINIMUMT-wZawAw1w1UUXXU&U ASTM E-1996 'SEPARATION ax LENGTH + 3' IDGSTiNG CLASS--I MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS -(SET TO GLASS 43 1 4" OX " 801J 4 Q. tiNLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED } THRU 3 1" MUSE PENETRATE 3c,i' 1 ') m WITH 21 ARRANGED A METRICAL LAYOUT. { 6 USE 04(2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE 4 4 7.373" f c1DSDNc FlFasH 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF '1 T 3/a'x 6//TE.0.035"THICK Mini•i - - 250' ,. 050• cDNT,cALv STEEL TRACK CtiANNEI.( As.nrPlacnBLE. ,, ! CENTERMATE. A57M A-653 GRADE 40 Wn.G-60 GALVAMZED FASTENED TO SR- I :(T'�- �m w/(2)/6x1/2 TER SCREWS.1 -ItTTEWOR A EXTERIOR FACE i `O 6 0 C ®6"O.C. ' r 1/4 0-2G THREADS ## BLADE SLACK DETAIL HVF IS ALSO VALiD FOR 430 1 f'd"!71 ECO CONSTRUCTION 38 CENTERMATE 21 APPLICATION WITH BLADE(D.L.... (� p,ROQUGTS FAQ-LOK HD A. 1 1/2x 0.035"THICK w NAR;ES� 0 6' O-C. COMPONENTS Min.ASTM A-653 GRADE 40 2 MB'R Min.G-60 cALv.STEEL 1 ,l MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'O.C. Mn —IXISRNo FINISH AS APPLICABLE SCALE. 3j8"= t' (TYP.TOP&BOTTOM) —'EXISTING _._ - .._ —.—.._._..-....:—__ 1 3j4'x 6 7/4`x 0.035 THICK Min. ('- _•'" '- — OM.CALV.'STEEL TRACK CHANNEL. EXISTING GLASS. _—E• _ _ __ _ _. _ _ ..ASTM A-653.CRAFIE 40 Min.G-66 l ___ GALVANIZED FASTENED TO STUDS + { " SYMMETRYCAL ' { SYM�METRYCAL MiN.sEpARATIarI vAREs { w/:(a)gsxl/z~TEK sciEws ON .{ ' ' i I INTERIOR&EXTERIOR FACE CENTERMATES W/-,...:{ , { I 'GENIERMATES W/ TO GLASS Y I • -{ { { I , , i i (SEE SCHEDULE) { { ' .EX„TERIOR ACCESS SIDE { ' :.INTERIOR' ACC sS SIDE -: { ; ' - 6' Min.) IN ¢ - - -------------- - - _— - - - z 24 --}- -------- - ---------- -- --------- -------- -- ------ - ----------- -- — - -_ -- - - - 2)42 2 , LO HEA PIAT 122 Hv HEADER/SILL EtdDS __ --------------___-- _ _ --____�__ VIE Y (6"Min.) ( 24. -4-- - - - SIDE CONNECTION TO TRACK 4 1 2 3 T/4 (rn.) I I l-- r 6 1/2.'MAX.SLACK **-- --� (Cont.) 6 i/z (TyP.) '�yg BLADE SLACK .DETAIL H1(F By-C. FLORIDA BUILDING CODE{Non High 'Velocity, Hurricane Zone NI - 012017 EASTERN METAL SUPPLY.INC. ,♦�/r,/X ti(:kpT111�I//�✓�:- 0201711LTECO,.INC. .. AT,. 101.... .. `'�` BERT AWVTM— _ 1 L E C O inc. A. ■ ■�■ Accordion Shutter System KV. BLADE#1 W/OR W/O KV.WINDOW RALE American. Shutter Systems Ev.N DCSCRPtON DATE IWAWN Sr. L.c. T¢i, J%/jk•� '1J^ TICCIT TESTING & ENGINEERING COMPANY Association, Inc. i OLD 15-085 7/27/1DAI: 07/27/17 -i -6355 N.N.36m St„Ste..308.NRGINA C TIVE iS,FLORAA 331 4268 West roads Pox:(305)671-1531 roads Drive a ne: .. _. DRAWING No 3 v` n mnt.GnaaOo Lmm West Palm Beach, FL 33407 wALrEnB7TS..P.E. 4. 17-107 V,,��ff•• •• q� FLORIDA Lia.If 44167 IS .. SHEET P E SEJtCARE�OATE F. 20 OF 20