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HomeMy WebLinkAboutProduct Approval E� fal; F DCIS Nome Log In i User itegtstration tint Topics Suomit Surcharge Stats A facts { Publications contact us BOS Site Map Unla l Sea0 rch --hnti�:3 Product Approval USM Public User y'j,�('�y ���-`.,., a _•-�_. ii- P(OdM9..j Approval Manu>Praluct ar Aonhe.�twn Srarcb>Annotation list>Application Oami( RECE1 V(__b � FL R FL389-R9 JAN Application Type Revision Q Code Version 2017 S? Lucie COunt Application Status Approved y, Perrnirtanrl Comments Archived P'I Product Manufacturer American Shutter Syst I ton, ML BE Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bili Feeley Irodriguez@easternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E71 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tiilit,Jr.P.E: the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kempmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence. FI zRa as mt eteFarraN SFiI1TTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF EI 389 R9 COT AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1l PDF FI389 R9 COIAMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(df 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 FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FI 389 R9 1I AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD.load and 13'-0"for 35 psf negative ASD load the FI 389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and W-11"for 62 psf,9'41"for Created by Independent Third Party:Yes 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 ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drug 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No fl 389 R9 Ii AMERICAN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes INC_ DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD toad depending on centermates and locking Evaluation Reports rod configuration for the HV1 blade,8'-0"for+64,'-72 p.s.f. Ft 389 R9 AE AMERICAN SHVEEER SYSTEM ASSOC A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC, DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f.for HVIA REPORT.PDF working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Nan-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ;No Fl 389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC,._INC. Approved for use.outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST-PDE Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. i6'-0"span at 30 p.s,f ASD load Created by Independent Third Party'Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively F 389 R9 AF AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PROD(ICTEVALUATION REPORT.PDF Created by Independent Third Party:Yes O.7 f7e■t C.-tact Us::7601 8falr§tone Rnad.Tallahassee FL 32399 Phoner 850.487.1874 The State of Florida Is an AA/EEO employer.Copyright 70074013 State of Rodda.::Privacy Statement::Accessibi'ity Statement;;ReOmd StatemenE Under Florida taw,email addresses,are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850A87.1395.•Pursuaot 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 email$ provided may be used for otiicial communication with the licensee.However email addresses are pubtic 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 pubH6 To determine if you are a licensee under chapter 455,FS.,please click ere. Product Approval Accepts: GENERAL {VOTES: I,BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(B1u COITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE OETERUINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WALL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASLO.)DESIGN PRESSURE RATINGS L\OX:ATED ON SHEETS 11 THRU 15. 19&20. IN ORDER To voupy THE ABOVE CONORMON,ULTWATE DESIGN WINO LOADS DETER14NFA PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.).OEM WIND LOADS AREA 1: WV BLADES M& fiA BY MULTIPLYING THEM BY 0.6 04 ORDERTO COMPARE THESE'ell MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D,,AS TESTED.WERE NOT OVER STRESSED,A 33 fi INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS)=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 BERTHA H.V.ACCORDION SIRNTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.t.2 OF THE ABOVE MENTIONED OWE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORT51 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE D 10214.01-03,10715.01-03,11004.01-05,1121401-05,'0317.02-06,80609.01-10 AND 80210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA WV BLADE M AND HV WINDOW BLADE.- AND LADE.ANO E-1996 STANDARDS(MISSILE LEVEL D,Lw/10 ZONES 1,2&3)&11220,01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLMBLE) -HV WINDOW BLADE 0 80505AM-C8 AS PER ASTM E-1886 AND E-1996(VISSIE LEVEL D.WIND ZM14ES 1,2,3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/8LOCK SHEET 6 2.HV BLADED AND HV MOWN ELIDE 0 ARE ENG04EEREO TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE W'CATEO ON SHEET 19 INSTALLATION DETAILS G-LL,CONCRETE/BLOCK S14EU 7 3.BERTHA H.V.ACCORDION PITS(HV SCREWS),USED AT BOWES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814.2.75'AND 814.1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCRElVS.WITH 135.0 ks4 YW STRENGTH AND 180 k.T IV49LE STRENGTH.PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS W SHEET 9 COATINO APPLICATORS,RECISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKINO ON THEIR HEAD, PANEND CONNECTIONDETAILS 1-6.CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUS.XX4S SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPERED AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6083-T6 ALLOY IS 300 MAXIMUMSSPAN kel AND 35.7 ksi FOR T TABLES SHEET 11 6005 T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH SO ksi IAN.YIELD STRENGTH AND 90 W,MOL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLACK SHEET 13 AND SHALL COMPLY W/nXWDA BUILDING CODE,SECTION 2411.3.6.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 8.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AM 304 OR 316 SERIES STAINLESS STEEL VATH 35 kst MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE F0110MM SHEETS FOR ANCHOR SPEC FICAT10NS:W BLADE 0:M2,13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 WBOW£OO &9 WORKING IN UNISON:12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 R.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A V.S.PATENT 86779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 85'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: WV WINDOW_ BLADE 1_ ON Y 9.IT SHWA 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 SWCAULK ALL SHUTTER COMPONW EDGES WHIR{REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS ROUE OWNER,IeMiT.OR OTHERS,MUST PROPERLY CLOSE ALL W AND ND AREA 4: WV WINDOW BLADE ONLY CENTER}MATES AND ENGAGE OR LOOT[ALL HV AND RD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SNAIL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.IASEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA N.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN Ties DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED By THE JUkISOXTcN WHERE PERMIT IS APPLIED TO, 13.(a)THIS P.E.O.PREPARED BY THIS EMIEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE COMMONS DEVIATE FROM THE P.E.D. (c)TOWS TIONSWDET B CONSIDAILED ON ERED DOCUMENT TOR TO BE RESPGH§fBUC tF ONSTRDaCTION SAF SATS IS THE CONTRACTORS RESPONSIBILITY.BILITY.TtitS PRODUCT,BASED ON THIS P.M.Pti0NDE0 HE/SNE DOES NOT DENOTE FROM OBT IN PERMITS SHALL INSTALLATION INCLUDING LIFE OF THE ONLY BE USED TO D. ALTERE By ANY THE STATE OF FLORIDA ((d SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED E?NMRN£ER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(F-0,M)FOR THE PROJECT AND WHO WILL BE PONSIBLE FOR THE PROPER USE OFF THE P.E.D,ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL.SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL E 14GINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zons A}YIv - t /l'r'y 02017 TLTECO.INC. 2112017 EASTERN METAL SUPPLY,INC, *AAL EfVS��:`f9. BERT ISA HVTTM A. S Accordion Shutter System Ti L E C O -ITEC:. .L . 4�J y KV. #1 w/O R W/O N.v WINDOW� 5 �t/ } TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.u ocsalrPTim4 DATE 6RA'AN 6+ LC a'. TT11!!tt r� < Association, Inc. 1 OLD 15-05 7t27ti w1E: O7/'z7tT7 4355:p.347 5L.St..MS.ARBA A 0,60I4A RIXitN 331E ¢268 Westroads Drive s PUN. :(305)871-1530.Fa.;(305)871-1531 DRAWING No e-9.2 0so0 g stm West Pclm $each, FL 33407 3 17-107 -s��ONAL WALTER A TLUT.1,P.E. P.E..S�FRt7If,NAYURE/DATE r6°d0A UG F 441673 SHEET OF 20 -o rOR A•ai7D'N 8U0E'E7/ a r YAKS to 8' 1,491 /e 9�• g �MOx. � t. - 1Ql�V SOLlD 9LADE 3��V UN1VE SAL FLOATER 75 Q MV0'f 180' STARTER QUAUFlEDEQ FOR USE W/ COVERED UNDER US PATENT # 5458179 QUAUFlED FOR USE Y!/ FIV BLADE tO ®MV DIRECT MOUNT W BLAD HV WINDOW BLADES 6005-75 ALLOY AND TEMPER ,OUAUFIED FOR L15E W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE (a ON SHEET 19 BLADE 373Zm. 3,226` 6063-T6 ALLOY A TEMPER ,123" 6063-T6 ALLOY AND TEMPER �o ,5� 085' r}' 2.670' ' in MPS) •0001 n .994' 87fl" w 072 842 i� � L � p (7 HV ADJ ADAPTER WfLiP 's 1- °' QUALIFIED FOR USE V!/ HV )MV WALK—AVER TRACK —�'s2D 6 HV ADJ. FLOOR TRACK SLADE(D OUAUFlED FOR USE W/ HV 9�HV TRENCH_TRACK 5s 7 6063-T6 ALLOY AND TEMPER BLADE(1'j QUALIFIED FOR USE Y!/ HV QUAUFIEO FOR U(1I W/ HV 6063-T6 ALLOY AND TEMPER BLADE(DONLY. HV RAINCaUARD SL ODEAND TEMPER vAREs 1 6063-T6 ALLOY AND TEMPER OUAUFIEDBiFA0R0EUAE W/ FIV 6063-i8 VAMES 1.936' 6063-T6 ALLOY ATO TEMPER 1dax, , 1.917' 1 °X o . 1.•083• 083. °�' g .463' ' 083 o 93' .093' -,-- .too o m ? 670 4 Jl r " 070 1.680' d•1 A 670 . , 3.529' 1 HV HEADER/SILL. 3,520, f1 HV CEILING EADER S3 HD CEILING HEADERjStLL OM14D FOR USE V!/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ FN BlAOE(ONLY 6063-T6 ALLOrT AND TEMPER QUALIFIED FOR USE 4!/ f•IV BIADE t 14 },�D.WALL HEADE$fSILL SEE SECTIONS FOR VAUA SEE SECTIONS FOR VALIMY, QUALIFIED FOR USE W/ HV 6063-T8 ALLOY AND TE14PER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY, 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 X Y t YXAdNYA°{1 0.1 2' 2' 25" t' t' o,002` fl 2- 5'MAX. 1/8' 1/8' 3' 1 3' 0.040' 16 2* 5"VAX. 0.192' 0.192' % I SIDE NA GLES 24GORNE POSTS / ALUMINUM ANGLES 1s 2s" r Mrx.10.1so o.tsfl' QUALIFIED FOR USE W HV —�-- UALIFIED FOR USE V!/ HV SLADEQ QUALIFIED FO USE W/ HV SLADE(D 6063-T6 ALLOY AND TEMPER BLADE ONLY. 2" 5"MAX.�0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA B111LDIidG CODE{Non High Velocity Hurricane Zone 111111 Gjk i! 82017 TMWX0.INC. 012017 EASTERN METAL SUPPLY,INC. � ........... ,�,�-� ERTHA --- A S A TM '. Accordion Shutter System L E C 4 inc. . . . . KV-BLADE#i V!/OR W/0 FLK WNDOW BLADE > American Shatter Systems Ev.N DESCRIPnDN DATE 4RASN BY: L0. 1�7 '* TILUT TESTING & ENGINEERING COMPANY Association, Inc. i OLD 15-085 /27/1 PATE; 07/27/77 Tr t� Y 6355 N.N.38 SU,SW.305.W%''=GARDENS.F10ROA 331 v� 4Y� Phone;(305)871-1530.Fax:(305)871-1531 4268 Westro°ds Drive 2 c-onaa:Wt—oaataom West Palm Beach, FL 33407 3 DRAWING Na .....n,..-6 a ES-0006719 17-107 ' s \�' 1, WALTER Z TILIJT Jr.P.E. s SHEET P. s �G+aTRt�E/DATE FwRDA Lt u1s7 s 2 OF 20 (((-----• x.880' 929" 7/+"-20siJ i/i`-2o OIE O+ST 6.576' a .4' 0 93• 4. fLAi f¢}1? YNREIJFD EARED P;MMD 1 4'-40 3• .745" S.SA/.5, BucEO PANIYD 02 CAST tad g 0 BAXEO OAv0E0 g 's 3 - • e n Ess TU aC ' c nI m a4 IO10B. .082" O h� 6 1.325' C41 o�n ( .318' p. n. 1 .,r,t eR+155 CtUN0.R �..PASS OM1u2EN A,s�e'n. { ��`, r PLATXfls(owovE - (CxRO+r PLATED) 21 HV CENTERMATE n L C °'. 2�MJTERM&U i OC HV EGRESS LOCK QUALIFIED FOR USE Vt/ HV BLADE 1(�}&l ONLY �� 7 1 QUALIFIED OR SE lv HV QUALIFIED FOR USE W/ F{V8067-.T6 AlLOY AND TEIhPCR OU REQ FOR USE W/ FIV BLADE 1 & 1A ONLY6063-T6 ALLOY AND TEMPER HVBLADE t, & INE BLADE t�& ONLY. ObALIFIED FOR USE W/ IN BLADE t ONLY - Ta' 6063-T6 At LOOs PLASTIC * ^ S. ULDED TO 2.079' 1.753 6045' SCREW AFTER RIVETING •825" BEFORE RING if4"�-20 x 3j4" N 1 L4"0-20 RIVNUT* S.S.-THUMBSCREW 0 SERIES 9444 ALLOMU{2024-T3 ALLOr)LARO6 FiAWC THIN SHEET NUTSERT.PART Q 0320.AS WILWACTIMED Bf A4DEL PINI n FRONT ELEl'ATX±N HV MALE "T" LOCK CE TE - ' a 68` ft " CHERRY TEIRORN,PARSIPPENY,tIZW JERSEY 071%4 Oa EQUAL j !OGKER FOR "x" LOCK CENTERMATE QUALIFIED FOR USE II HV BLADE T ONLY a'9 HV FEMALE "T" LOCK CENTERMATE HV T LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE 1QONLY 6067-T6 ALLOY AND TEMPER FOR USE (� QUALIFIED FOR USE QUALIFIED FO g USE W/ HV QUALIFIED 6063-T6 ALLOY aNB TEMPER"ONLY %V HV BLADE(�t ONLY. BLADE�1J ONLY. 6063-T6 ALLOY AND TEMPER [a�2141* 1 17" 3.481 m ' w �. _ o. oz ^3 TNWhBTURN . CYLINGER OR 063 ,0`82' in< KEY 216' tn 545. o R n 0.875`pOn. i .r25'tdmr. 31 EN 0 LOCKING ROD �21 ROD QUALIFIED FOR USE V!/ HV BLADE t)& QUALIFIED FOR USE Vr/ HV BLADEQ)& iA 4 I 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD VA[BEs. Ta'MIN. QUALIFIED FOR USE tY/_HV BLADE(q&& to a 1 P-20 S�ORCR33/8'o-t8 6663-T6 ALLOY �f jA2r.+0 tEMPER iHUUBTURN TMW{SEE OEt4xs TT y �Q _ OORRUKEY NDFR ^�----C i 7 MM. CYLINDER LL f� LOCKING MA " 1J4'P � HD LOCK .,.t L..375.0 ((;;�� QUALIFIED FOR USE W/ HV BLADEQI + HV3j$"�-16 ACETAL J HV 1 j4" 0-2D i 304 SY REGENT HARDWARE MORTISE LOCKS SEWES 2333 HOOK SOLT LOCK. 6063-TS ALLOY AND TEMPER C6, ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(D&& (A d 5 INSTALLATION WILL REQUIRE A 7/16"HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(D D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR j HV BLADE(D FLORIDA�U�L�}� �i CODE fan High VelocityHurricane Zone t 11!!!!`t?,{�.T1 A n- 02017 TILTECO.IN�-COi = CI`J 2DiJ EASTERN METAL SUPPLY,INC- is � ........"C BERTHA TM ' A p Accordion Shutter System Nc. ■ ■ : ■ Hv BLADE yt w/OR w/a Hv vaNDUN BLADE 74 C % 7 American Shutter Sysfems Ev.N DESCRIPTION SATE auenJ DY: I.C. • TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 DATE DATE: 07/27ji7 '• { 6355 N.W.35th.St.Sta 305.NF•D".0 GARDENS.rd)FWA 33,8 STATE aP :,,. g tt Ph—:(305)671-1530.Fo.:(305)871-1531 4268 Westroads Drive 2 DRAWING No P '•.+C' i-T4 e-, 1 ta—Oaalcm„ West Palm Beach, FL 33407 3 �`^A .j0Rit3P:°�� t t% E8-0006719 17-107 +,Su �} g �!,( WALTER FLORIDATILUT Jr.P.E. 4 P.E•SF C1LZ8A1�E'/GATEFLORIDAo A c9 6+151 6 SHEET 20 SHUTTER ASSEMBLY SCHEDULE FOR I MI CE TO SLADE P HV 10 HV Q 41 4 E*E 1A .1875' HV BLADE I W WIN SLADE .0625' .0626 .0625' 3 HV BLADE 1A NCE Y T P NV AN 11 111 BLADE'S .06253 HV LONG RECESSED NYLON BUSHING KNUCKLE 3 TTYP) 0.06 HV SHORT RECESSED NYLON BUSHING W NYLON HAT WASHER !D OR (ODruT 3 50" NV DOW HV WHEEL CARRIAGE AIS( 302-303 SERIES 41i 4 7—��,- A%21 SO* 0.670"W16' THICK NYLON WHEEL MIK Nv 2 7/8 CLEAR 0.188"0 AISI X2 SERIES S.S. RIVETS 4 SEPARATIO 3.7500' 012-11 0625--11, 03.00 BLADE ­0625 5 3/4' S, o,j y-y ga KV 1 3/4' ACCORDION PIN W/ #8 HEAL) EXTERIOR OPENINGS 4&� 47 -Lj ON CE-M. .7506, L-2 1/4' HV 2 3/4" ACCORDION PIN W1 #8 HEAD T CLEAR Eems-mam POLYCARBONATE IMPACT RESISTANT HV WINDOWWMEfN TYPICAL HV WINDOW BLADE AND I i POLYCARBONATE HV WINDOW DETAIL a)OR(a or @ + RSIIOEE NOTFOR UIREMEENTS) (0 ORACT RESISTANT FIV WINDOW SAYER MAKROLON 3103 POLYCARBONATE 12-mN C"iCe RESINS, OV-STABILIZED GRADE OR SABIC TO BLADE son 3M INNOVATIVE PLASTIC LEXAN 103 RESIN V PIN BEQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR1 (SEE NOTE "F" ON SHEET 19). w(1h (D OR (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR Ro In E I i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ W OR POLYCARSONATE SOURCES FOR(9 EXTERIOR APPUCAME ROW HV(9 BLADE. TY T'w-kL PROPOM amam TYPICAL SHUTTER ASSEMBLY I -LY i KV PIN OR AT Ramm (2) HV PIN (g) MAY BE USED IN LIEU OF (9 AND ONLY AT EX1191OR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV(D co.32 (SEE NOTE " FOR a SICCM CRIZIN Asw 0702 M043 00.3 Z".' BLADE WHEN CORRESPONDING TO INSTALLATION "11". SHEET 7. oa8 1 REQUIREMENTS) Mane=a nwrme AM 0638 9,400 V..I. 9=O.J. nnaim 9IRB4-01 0 Map ASIV 0790 12'9w".L 13,400 ".1. (3) HV PIN @ OR @ W1 1/2" O.D. 11163" THICK S.S. WASHER FUMML UOOL" AMU 0720 J-0.000 P'.L 3AIL9O0$1.L IMPA SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET NOTCHED UCO, AMU 02" 18 FT-'Al. t7 rr.bt. jrrzr Emwa &MEEMM "EL, CARRIAGE OXTAIL PACE 0 ASN D9643 47.2 04.5%UM PAX Orem AMY em C-I CLAZ C-1 CLAW A PEMBLY OUT MF C.1m. ASTM DION 1040'r 980'r N. LAY- MME !tk=srrll=ArMR AM 03 9M"L0040 P.'J. W D= � ""&M 24GS#,,I awo p'.j. 111) HY BLADE SOLID & -(A HV WINDOW BLADE DETAILS TOME SOtFM Wa N.T.S. I1fJ k Tit;'N, FLORIDA BURM CODE(Mon High Velocity Hurricane Zone: 02017 TILTECO.DIC. 02017 EASTERN METAL SUPPLY,INC, BERTHA HV/TM Accordion Shutter System A.S.S.Aw H.Y. MADE#1 W/OR W/O KV,WINDOW BADE American Shutter Systems REV&No Des DATE DRAWN BY. LC� TILLIT TESTING & ENGINEERING COMPANY S. Association, Inc. I OLD 01191LOF", CAIL- 07/27/17 ows NN.36th. St..!05.MACNA OkWENS�rLCF=331U 4268 Westro No phwe�(305)071-1530.r-:(305)871-1531 ads Drive 2 DRAWING 0-®13tmftokP West Palm Beach, FL 33407 3 4 17-107 WALTER A.]REIT Jr.P.E. rILORaA,Uc.#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE J 9 4 OF 20 NOTES ONHV LOCKS AND CENTERMATES 1, MANDATORY CONQMON fJ�ONE HV LOCK(&or P SHALL Of! USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN e2,,0Y SHUTTER SPAY OR SPANS UP TO 105'.AND FOR tNS*IALWONSf ANY 0 a To OR On"EvIn12'OM LoCK"r., E USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED 4'0-20 x i/V LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TIO In f CENTERMATES RUA/ N. 2.QM'M&-CONDITION-ft IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO W @.CIO LOCKS(0 .1?5 OR qg MX(BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE —vT LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3,1�011 12 CMI ID ONLY ON#I OR LINITTED MMDATOM(CONDMON A9 NOT REQUIRED ATJURRICANE POSITION, BUT MAY d&RO BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING ROD! OR AN ALTERNATIVE DEVICE 4w�- MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CON ON 12-ONE W LOCK a SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN o AND INSTALLATIONS ANY - K of @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, X ATTACHED TO CORNER CENTFRMATE W/(2) 1/§'0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT Top& BO DM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. WXMUm SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 'V -lilt OF t/4 C-20x3/4`S.S.THUMBSCREW TO�t OR CENTERMATES SHALL BE MAGE WJ M1/d'0-2023/4'ALUM. bst RIVIN LOCKS AT 1/3 OF SHUTTER SPAN. C 47 40 6'YMCATogy CoNpRBON-13 FOR KEYSTONE MOUNTING INSTALLATIONS— ONE W LOCK or or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I Ilid,t I To 96,AND FOR INSTALLATIONS AT ANY ELEVATION.HV I=:@ or 23 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO(a)or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. TQ 7 M.S.LOCATION OF LOCK SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ CON -j OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNECDTION DETAILS ON SHEETS 10 IS rYP.FULL n NOTES ON HV. "T" LOCKS AND CENMERMATES• , HEIGHT, OF CORNER 1. 611MMER I MALID ONLY FOR W*r I OCK(W MATES 66 AND 97 D CEINM Ll L, L, L, L, CENTERMATE ONE ALT W 'T'LOCK Od MAY BE INS ALLED IN UEU OF HV LOCKS 2+OR 11 FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. TE I 'jA,Y.8E USED AS AN INSIDE OR OU SIDE LOCK.ATTACHMENT OF LOCK @ INCLUDES USING RE 3 SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE (4:)-@-07 "@) N 1?1 .0 CONNECTED TO CENTERMA.Tes 0 AND g,W/ /4-0-20THREADED SOLT W/7/8'o x 3/32' @-C3-(D WINGNUT OR W/ 1/4^0-20xl'S�S.M.S. INTO A11/44x 5/8"RIVNLIT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' (D- 70 MMMULI ABCvE AND BELOW MIDSPAN.USE OF TWO LOCKING RODS 35 TOP AND BOTOM 15 MANDATORY. I ffES ON HQ- LOCK RMATES: n LOCK C X(/NO CENTERMATES 3 OR(Si WI(3-3-ONE ALTERNATE HD LOCK MAYBE USED IN LIEU or W LOCKS(��OR V FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK e MAY BE USED TYPICAL BY BLADE SHUTTER ELEVATION AS AN INSIDE OR OUTSIDF LOU.ATTACHMENT OF HD LOC�t TO @ IS W/3 ja.3/6*F.H.S.S.M,S.,AND INCLUDES REINFORCEMENT INSERT 04)AS SHOWN ON SECTIONS NDS- AND HDC-HNC.SHEET 10.LOCK MAY BE INSTALLED At MjO$pX4 OR IV MAXIMUM BELOW OR ABOVE MIDSPA%USE OF LOCKING RODSCS�IS COMPLETELY OPTIMAL FLONA BU( INSCODE(Mon igh VelocityHur-ric�aneon�a' 092017 EASTERN METAL SUPPLY, INC. 11 02017 TILTECO,INC. BERTHA TM /�MLE—Mc��o ,N c� SwSuA Accordion Shutter System Am a KV. RAX#1 W/OR w/o H.V.WINDOW MADE American Shutter Systems REV.N� DESCMPnoR DATE DRAWN BY., L.C. 7?Z/�/�) J ' IL -j- y' TILER TESTING & ENGINEERING COMPANY % 46t GM KM 36th.SL.M,305.M=XA CARDm njxwA 331CI Association, Inc. I OLD 16-085 DATE: 07/27/17 PI—e 1(30S)871-15M.Fa.:(305)S71-1531 DRAWING; No '19A 4268 Westroods Drive 2 IV...... FL 33407 3 49 1, tltu 0-14� West Palm Beach, 17-107 4 T WALTER A.T1L6U7T'J9,P.E. P I.- FLOFOA Lfc�#44167 5 DRAWING P.E. SEAUIS1G11W6E/DATE 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE - POURED (SEE SCHEDULE ON OR CONCRETE BLOCK 1/4'0-20.3/4'S.S. REQUULEd POURED CONCRETE SHEET 73) CONCRETE ANCHORS NACNINE SCREWS CONCRETE REDUIRED I rcR (ji'• l / (SEE SCHEDULE ON Y!/1/4'-20 REOUIR€D r f f 8 rYSM'E mx Uouwr o ON S,w ' SHEET 13 NUTS 0 12.O.C. CONCRETE SCHEDULE ANCHORS / / �7 _ �} / ,r / , ) f f/ r (SEE SCHEDULE ON SHEET 13) „• / I. `/'r/ /� L• j i Gm. T/4'6-20.3/4'SS, I'ftw. / r . % t 2 oR;_J r ----_ g0 EO MACHINE SCREWS r .' �Ed Eo USING 1/4'-20 NUTS � '/1 2-' 0 12'O.C. OR f5 2so' E.b,• (: ,� t .250'LTax. l I r E.D.• I a.- OPTIONAL i w1 YPAPATKH i i LidA£ 9idr a( r MIN.SEPARATION TO GLASS f I',f Tat WAGE mAO I 1 OR ; ExIGSn�$�(�SCFEDULE ON SHEET 11) E7CLSTtNC i a07g Rpt I I NLN.SEPARATION TO GLASS , f CIASS-ti Q9 ',"'(SEE SCHEDULE ON SHEET 11) t E%ISIt- Gross i @C, HV WALL HEADER INSTALLATION ® HV WALL HEADER INSTALLATION HV WALL HEADS INSTALLATION + KEYSTONE MIN.SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 11) 1 IXASS-•-� wt SNAFARRL t I , f OR y NOL SEPARAWN TO MASS ' t f �S._.( i sa�Fntx ,w SiB'Lt ( I (SEE SCHEDULE ON SHEET It)— r " to EXISTING J' / r„ ,' OPTIONALI ; I GLASS� /j /E p i l t '/4' r / rIi iii r i 1/4'NO., r "-��•- oandNA1 t 5 E.0.. '� r I i % E.O.• / .+ ,! i i / r'/Z',/,- ___ l g I'DED � '• ' Ir�r /f/• NYI. , /__ r/4m-20x3/4'S.S. / // / 12 oR ' 4PFRLLIPS TRUSS NERD r / f Iox3/4' L7 P5 ,` /, / CONCRETE ANCHORS MACHINE SCREWS USING I „ TRUSS HEAD NUTS 0 SCREWS ,// 'l.. .J 1/4-20!!LITS 0 12'O.C. (SEE SCHEpULE ON Yl/1/a'-2o NUTS 0 Iz'D.C. CONCRETE 94CHCRS �,' ,1' 1 L' POURED CONCRETE SHEET 13) (SEE SCHEDULE ON SHEET 13) �r f,' . / /� OR CONCRETE BLOCK POURED CONCRETE % REQUIRED OR WALLLlEgp�BLOCK CON 'i (SEE Sd1Ecu E oN F HV WALL SILL INSTALLATION HV Wei i SILT INSTALLATION p0URE0 CONCRETE sHE� +4) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL ANSTAILLATION iLOTE.,FOR CWHIU0011 OF SECTIONS: _ — INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER •E.D.-EDGE DISTANCE ♦ SEE LOJTTATICNS OF USE FOR HV BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) S ADE(RON SHEET 19 2-MOUNTING SECTIONS CAN L3£CON31NEa IN ANY WAY TO SUIT ANY W5TALLARON, Lf 4A�7 n R iA FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone' e,.............• dp s 02017 TR.TECO,INC. (('12017 EASTERN KETAL SUPPLY, INC. ''.• d BER "HA HVTM .4AS AAccordion Shutter System "ILE G O INC. � w � N.V. MADE#f W/OR W/0 N.V.WNDCW BLADE American Shutter Systems REVo N. DESCAM110N OATS ORAAN I P. LC- t�C TILLIT TESTING & ENGINEERING GOAIPANYAssociation, Inc. I OLA 15-085 7127/! OATS: 07/27/17 Na �{. _, (� ISP. t4 71 a3ss 3aed.sL,s e.acs,VJ=VA CAADOrx Ftcxa 337a 4268 Westroods Drive 2 -3i Parra:(a0s)$71-1530.Fa■:(305)871-15314268No 6 Lf a-mal:tpL¢eo0ao6cam West Palm Beach, FI. 33407 3 S�aNAI�N t ER-OOOS719 4 17-107 ^`'�i'"•�uiiAlet,.r WALTER A.TILUT Jr.PX5 SHEET FLORIDA Lic.$441$7 P.E. SEAL/SIGNATURE/DATE $ 6 OF 20 POURED CONCRETE ANCHORSI 1W SWAPAr01 —7-1Q OR 1 70 CLASS y rt 1 CONCRETE (SEE SCHEDULE ON SHEET 13) -i SCreDttEaiSsfEi EXISTING u. 1 I.+CC SCNCDULI'ON REQUIRED ..% r r ^ EDGE Of �'aiscLtn GLASS—{ a sheEr tt) 9 " `.D.+ ' APPUCA9LC EX1StiNG t3taG1@B Qs� ` rl•- 11 L' r. /i ,'/ /;- / GLA4S� r •I _;!/1_l/,%/,':1•./'iii.%•�Iri•rrt,'r o/-'.�-!;'r//r:f j rfj',/;, 7d.TF ;I33/e8 aYLvL ! £X ANCHOR GLASS LOCATION f ii0x3J4 HEX WASHER HEAD ' EDGE of CRIS TEK SCREWS o 12 D.C.11 1 /f AP-11-4.B E CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) O31 LOGE OF EXIcSuTksti6s iI ti ttR a@aatX 0@9aa) A i i 1 ri/,r'O//. ir it(lf r'If l%/rf%"i'f//:. I:!//. r f r/:s,./rjr.i,/`t:/✓' S TAB IF 2 EDGE OF i R r SLABEDGE O stA9 WL wwulof APPLICABLE POUREDNCRETE POURED FLATHEAD CONCRETE tANCHORS TO DIAZ(SIXF REEDµ (SEE SCHEDULE ON SHEET 14) POURED QURED FAT HEAD CONCRETE ANCHORS 19 OR ♦CNNC D� p (SEE SCHEDULE ON SHEET 14)E t1 TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. Q HV WALK—OVE INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER Q HV FLOOR INSTALLATION f SCHEDULE 03, SHEET I I Q HY CEILING INSTALLATION E%lSTUlG , StpF7Niffi! , CONCRETE VXHOP.S , O (SE£SCHEDULE ata 1/-'e Rrt BfAU)pt TAPCRS JW SNS' .•�~^` I /� EXISTING 15} AIYAVXED rlZl0nRt 4J Sw¢r rrlr't EICSTING^---i t l I 1/a" I tEMMLOGY OR 1/4-0 MaEIM EXISTING,,,..� G•Wg$ irx g%pa W ro MAZ GWS; FAvl04RS TAPPER+00015 W/ MAX. GLASS r •�+, ��t�zszaut ca s«an tq 1 ecl.szwruwl m 1 3/a'WN.d3@ra it o r GI rq ' CC.MR UP TO C-0•SPAN NL , e O.O.FDR SPA-6 LIP=DwN , 1/a' / } 6'-0•UP 70 6'-D•UA1L APPLY ' I 1 l SEINlr AT EMtRY FA57EAtR l+f.10 t i y ,, ("DADA, // (I1v.)it 191E t Uf tF2,$ �� DW@18 , " -} groxs/4'HEX E,p+,' % s+nT+t roR utaT'A11o1 3 8 rMAx. 3 ' '--�`l oa 15 ' , WASHER HEAPCurs,STAWtr--^'' TEK SCREWS : j ,} 8- 0 12-D.C. r . igtar3/a' H;x HEAp 1 -- i i i i ,Jss uS TEK SCRErtS 6 9`O.C. i �14x3/a-S.D.S. r 1 r r 1/4` r r USIMD 1/4'o-20 NVrS OR II4'0-20 5.5.N.S. CONCRETE ANCHORS �' / - ./ +;I. • •• �!,' O 12.OA. ri/NUT 4 9'O.G. (SEE SCHEDULE ON ,_,-- ®9'O.C. lJ2SHEET 14) Dc6NN0 NON SITIMURAL 1 / I 2.a0`ialN. ` xuL 1wu(xaaAt vE J �1 / �17 18 L t.. SL) w EDGE OF / Btdx3/4`F.H.S.O.S. MIN.•. EM pCURED OONCR¢fE i %•/ i r i `rr�'" i ./ SLAB IF , r , t 7/8" / r f f AP .1r. �9`O.C. AEDUttiEO //'• r f f r /! ' / , CONCRETE ANCHORS SEE NOTE 13(b) ' /` --•--E.p.'r" FOURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE ON SHEET jxb) ! Ov OR C0.VCREiE 6tOCtS SHEET td) OR CONCRETE BLOCK 3 REOUIRM REOVIRE° MQ KEYSTONE MOUNTING INSTAIIATION oPnotau POURED Q HV WALL FLOOR INSTALLATION © HV WALL WALK-0 VE INST� ALLATION , S A�inTR Spm, ° r''"72°" CDtacREtE REOUIRfp HV RAINGUARD INSTALLATION t xoTr t THIS INSTALIATIC14 SHALL 8E `;rnFE EOR COMBINATION Of SECRONNS •E.D.-EDGE DISTANCEREMOVABLE WHEN PERFORNEtf ♦ SEE UMI ATIONS OF USE FOR AAN OPERABLE Datt-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ORR ENT ENTRANCANC E BLADE 1A ON SHEET 19 INSTALLATION DETAILS W f (l) HV BLADE ASSEMBLY NANuyYTSUNCMAN BE COMBINED ITO SUIT AINSTALLATION. Tlit' 1�Ta 7i, ("1t'"•!� FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane one, . ............ 111 x`12017 EASTERN METAL SUPPLY,INC.,tT f Aa ' v�•• Q201T TRTECQ.INC. >4 V s� . BE T A NVTM .* '�-0. � A S 5 A Accordion Shutter System ML EG O�,.. ALV RXE#1 w/OR W/O KV.1MND(rJ'!MAOE a American Shutter Systems Irv.N OESCRIPnoN DATE DRAWN BY: LO. TILL) TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-085 7/27(L DATE: 07/27/17 �/ TR 6365 11.W.3611 St„Ste.306.VOM M GNt6@75,FLD(,DA 33t O�Id _� 1 4268 lYesRroads Drive 2 t Ptwne:(sos)s71-1530.Fox:(3os)e7t-1s3t DRAWING No �AL a\ +` s-msa:ettscooso+sem West Polm Beach, FL 33407 3 sjQ At1p,,tt' WALTER A.�T 00719 P. E. 4 17-107 P.E.ISEAL/SIGNATURE/DATE FLORIDAOs d 44167 a S 7 OF 20 SEE END WALL CONNdS SEE NOTES ON LOCKING RODS(3Q,XV LOCKS 13 ar 607T 90 f i� i INSTALLATIONS WZ 1 HV *,�AND ATE LOU 014 R`5 I £XISTiNG GIA55 15 BLADE WZ HV CENTERMATES CENTERNATESAPPLICATION VIRHPADEo OR EE END WALL CONNECTION 114+Qp1©"�°AQ`©°9 FEXISTING GLASS D i o'o`��®+��®� o•��o � Q ®� ---------------------- ______________________L 2•x2•x1AW-2 ! $�' 3 1/4• 7"coouLa� OP_ POSING ! SYMMETRYCA/NGLE W/2)t/x"0 TAFCON !/2 w( 'ANCN�RsTO CON,^iiETE GE�f M E r E AES(TOPJGCR'fOtA)& P10x3/4-S.LLS.9 12• MIN. ION (f)010xt/2.S.N.S.TO TUBE D.C.FULt.LENGHT. W V CK 4 0 {��!�� V OG To cuss AT EACH AhO,N(TYP))I ` * C* IN ``./* 3 (ON SHEET 111) J IV 5 .1 3 V." Sr a ouT HVB a * HVC � s • 7 �$ �To-t 10•Q�©•Q°�1�'•t o HVA tf�?a�4 of $�•O w$�a°14•13 EXISTING GLASS POURED CONCRETE OR Q —^W CONCRETE BLOCK MALL 6 7 at 6 � 7 t �I 14• 5 3�+ «+ a£ou Ep SXISTINc�Q' ` SYMMETRICAL * $ op $ M.N.SEPARATION 1 CLASS $ . g Q= Q_I�GLr"'sss' # Cf NTERMATES* 6Q'Q°(t�3` g�{�8 `1�}j `" (sEE SCHmuLE 5 f --------- -— __ Na `1J W HV LOCK 2l�6 OPTIONM) ( (,�Q�Fn1t� /.1,Q ON SHEET it) '---'`-� INTERIOR LAIN. SEPARATION /41 a OPT1aNA(, 3 TO GLASS �. / « I -_ (SEE SCHEDULE -17 30v ------- -----_- ON SHEET it) (INTERIOR) - --- �M� CONCRETE'OUT ` f /r ANCHORS 6 ,. mom. �. 80• * i(�it a• N•)•A Q UT 8 1/2-MAX.sLhCK OUT 5 (EXTERIOR) HVE HVE** HVD �tltJTr+" FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone 11 �Q' '• ✓�`� 02017 TI.TECO,INC. 02017 EASTERN METAL SUPPLY,INC. ``t1 •�jGEN ••.., BERTHA IH iL Eca . A S S A Accordion Shutter System H,v BLADE#t w/OR w/4 H.v, N7NDtN1 BtAt)E TIL.UT TESTING & ENGINEERING COMPANY American stlLlttAr Systems Ey,N OCSGpIPI10N GATE 0aawn er: LC F •kr�tX` as5s xw.ach.s1.,sx.scs,wur✓.cumos,rLcaLm.aT+e Association: lnc. t OLD Ts-Gas 7/271! DATfl 07/27/17 1 (.05)871-15A.Fox:(305)871-1331 426$ 1Vestroods Orivo 2 DRAVVING No • •NGS r16tt a .4aaD atv so a— west Palm Beach, FL 33447 3 17-107 7y07 '•n� II't WALTER A.TILUT Jr,P.E. 4 FLORIDA u� P 44167 5 SHEET P.E.fSEAL fSIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK PO HV MALE/FEMALE "T" LOCKS CENTERMATES LOCKERS 2-23 W/C1) HV BLADE . ND -ANH CTIOH DETAILS ON SHEETS 10 A111 INSTALLATION n HV BLADE W/ HD CENTERMATES �i=Z OUT IN Bum(DuACK OETAT.KH'.B,D:CATED ON SHEEET 8, AS I ELL AS WZMZSAL FLO"4 WOE(1)D.?M WO-NW. a®a©-Oo• (0-0-04.&•@a -a==ON THIS SHEET,"y 8E USED WITH nus ALTERNA, UCC END WALLCONNECTION 1:, 10 -0.4J��•�"` A+St'R:2A',Kbl DETAA S:KTM/IN•,it1S 51tEET. DEtAIL�ON *�EETS IQ h 18 ©'� x•.x'.sta'.0''x Q'�°'�'®Q '� 35 35 wr.T[VA tTIT rAAw11 sra• I (DP�Ot- ANCiiDRD SD CCxtAC,C C»_�—»,. ».,_ —..,.— .�—• TD NEC /10.]Ol FULL LENC•tr. AT rACR aAss AYC,C.Care) IN (a)H.v. FIN (a)R.v. 3 ua.]D uAna 30 HV "T" PRr(TYP.) 7]/.• PwstcuOuAr 5 3 LOCK (INSIDE) 1 a sr,o u 29 1 I .P7/a• 1 1/'• :/a' 5 S 2 1 r 3 \ OUT 31 OR 32 3 31 oR 2 @.R@-/ 3 3S DR 32 �J 1/4" 0-20 x 1 1/2" S.S.M.S. 35* �p9 H B OST {E+ttc ) HOC YHY (91 SEE MOTE a FOR„v LOCx{'u�. * W/ 7/8"0 x 3/32" WINGNUT. (oPnmuo V r Long.ON SHEET 5. �''� SYMMETRICAL HD CENTF iAT S SYMMETRICAL HD CENTERMATES �'1HV "T" LOCK (OUTSIDE} Q W4 t LOCK (EXTERIORI lN/ L" OCK (INTERIOR) t SERIES 9544 ALU1,'JIUN (2024-T3 ALL"USC nAWX THIN Q°"®a"©-�A7^�0°rys�A1�0•�}3� SHEET MrSCO,PANT/OH2R 100+�JS a®•'iJ"l',,;r'�Y p1 A]WNUFACTIMZD By AVDEL CHERT• MTORN.PARSIPM0,RVR JERSEY 5(}.7©-©°1®•�7 -�� 07054 09 EQUAL .._._. --^--3---.. _._-_._._ ..—. 0 *SEE emr[s aJ LOLw.rz r,ecsQ r ro®,Pecs m+a¢n] t vAuo roP wL cunv;vArzs Amrtm,s ctta E,ADE O HOD—HYD** Fi.OA IN[ G S_jAGK ))/dunurre� Ir1'' E4{A -- FLORIDA BUILDING CODE(Han High Velocity Hurricane Zone •. P' 2017 EASTERN METAL SUPPLY.INC. 02017 T0.TEC0.INC. ytt �iCAE3yur .• 41;% BERT A�TM A S S A Accordion Shutter System 1 L E C O i tw e. ■ ■ ■ ■ H.V.BADE#1 W/OR W/O KV.WINDOW a.AX TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EN.N aescwPMON DATE ORARN sr LC O '•. �. Association, Inc. t OLD 15-085 2MY2 DATE: 07/27/17 ' /� • t 4155 ft.W.Sato.St.,Sia 38'5.VIMIM CAMM,,n f OA 311 0 PHarte:(3os� 4268 Weslroods Drive z 71-ts3o.Fax:C3os)o71-1531 DRAWING No =s� J$( Env`+illi °+—EIe co ei+s cam West Palm Beech. FL 33407 i 17_107 ^''•• d WALTER A.MLUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE no,ODA LT..I sats? 6 9 ET SHE 9 OF 20 POURED CONCRETE --POURED CONCRETE POURED CONCRETE OR f r POURED CONCRETE f.- OR CONCRETE �� OR CONCRETE CONCRETE BLOCK YlALL r' ' Vi 0 dCK tCREi RE9UIRED r-----'r BLOCK WALL REQUIRED I --'��� BLOCK ViAU.REQUIRED t REQUIRED .r r I` � f', TEXISTING CLASS{ r /' jr EXISTING CLASS CONCRETE ANCHOR" .%r / 2'IAnJ. ` EXISTING GLASS c 16'O.C. '• - —EXISTING GLASS �r r J T /% tTN.SEPARAROJ t `, l 1'l' ri 2•MtN..`� 1 TO OLAS.�(SEE /rr WN.5FPARABO`J 1 .l j SdfLD'-AE UV SREET /+ To t tSS{sEE �! /� ) UN.SEPARATION FA MFa STPAP.Af1CH j ,,/ .. 11 FGtsAOf QAND f I E4 ` CEO/r. TO CUSS{S SCFiyIAE ON SFfEEr ' `� ^.I �r TO CLASS(SEE 1 r` I` f SCNEDIAE ON SHEET 1/16•x3`MAX. ON SHELT 19 FCR � � "'� 11 Fol ET.ADC QAW i /! r $C1EOUtE aJ Si&LT I i r 11 FOR B.AD,(QF:O (b063-T6)CONT. EJADE:(1& ON siEEF f9 FIXL iJ2" tON SHEET 19 F�YR ON SHEET 19 FGR ALUM.CLOSER _ BIADES m&QFj) ((LOCATE AT ( BLAHS p&(a) PLATE. (LOCATE 1/2 1 T� BLADES( &QX1 Et� )SlDE AT EITHER SIDE MIN.(- 1/2J11N, OF(D) _ I d+USE t•OR 2•MAX. I t I _--__-- (As APPUCABLE)x2xI/6•xa•-z-J1Qx1/2`S.M.S ,---[[ 110x1/z•S.M.S.�J/ I _�_ _ { I e ALUMINUM CUP ANGLE fl 16'O.C. NRO& -�' ® 16.O.C. 4 {6063-T6 ALLOY)AT MIDHEICHT A y® (1) #10x1/2"SACS.TOta�& \ A # WALL T I-D.C. (ANCHORS To SEE DETAIL X F0. WALL AT t'Q.C. (LOCATE AT 510E TAILCONX FON j0R�X EITHER SIDE OF a{},) �OR SEE DETAIL%fOR 1 f7R (W I TO TRACKS SEE DETAIL X F SIDE CONNECTION BQ�10•>�« SIDE CONNECTtONAiTO TRACKS n,,JJs�� �7w_�B 10•�w 40.&o. ��®w©•�i�/�•I�w TOr�10+�°• • `®•@°' 0—®«®•�:./•@w 6-0 0-0-0 0a ©o•A�©wtAo.0�,@yw ave® �w ®•®n�•+tgnV•'aJn �'�p11�`YJ`-lJ•�°• i:/•C�°t N.:/•v.:A°°t,Y'Y:J'S.7� B n i � ®•mow®`®n�•6�w�•�A O•®«®•cD�C�•Q�«�•� O � �•d��t�•�n�� END IONNECTION DETAIL T END CONNEC ION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL Q i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CRETE EXISTING C1f55 CONCRETE BLOCK L'AALL CLASSY 4 . c REQUIRED f _ — A�ATat 8foxi/z^sal. L _ --- _ � .---._ ro SEPAMASS(WE /' ® 16'OC. G9N SEPARATION Y b __^_— SCHEDLLE ON SHEET / r � TO oA,S(`.EE � \ __..__ .. ©OR�OR�dR i it Fo?BADE QAh9 CONCRETE '` t/2'Mitt. SCHDXAE aJ FEET - - -' - CH 9fu 19 FOR ANCHOR 0 r 11 FOR MADE OAND �, �� _ - OR OR i 0R i i' E1A')ESQ&Q� Lz"O.C.r i ON SHEET 19 FOR €----' OR 31 CONCRETE^- i /EO 5 BLADES(�&Qa] ANCHOR . f 6' /' ' r- - 1 r 1/2•MRN. - ( 1 d i E _izr jtaJ. r /.•� OR®OR@OR 2"MIN. i ! F SEE LIMITATIONS OF USE FOR / 2 MIN. BLADE 1�t ON SHEET 19 @OR i 3 OR(qOR I�OR© VIEW 5 / (6-OR &N I PLAN ET AIL w0 O O�•6�« POURED CONCRETE oR t DR �n®•p«pnlo•�« 10w� ©(�« END INSTALLATION CONCRETE BLOCK V7ALL �f0,n�w®. 6 7 n 6 7 CONCRETE O.O•© O.O.6�w I}NV BLADE OR (ti HV W1 DOW BLADE INTO ©�'O (�©;��,°'a•O•®w /®�'�w�'®n��'�w CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL ` 0 ® �w@'@- '@-(D O; PN C IO AIL FLORIDA BUILDING CODE{Non High Velocity Hurricane Zane' 11 P .............. " 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTRRVTM *' 1 L EGO N G. A.S.S■A■ Accordion Shutter System •o: American Shutter Systems V.N BIAS)0 C wO OR w/0 N.V.►DRAM B BADE f) TILUT TESTING & ENGINEERING COMPANY y Ev.N OEscwPttoN 0Att ORaWN Or. L.C. 4rQ 4�> assn M.W.3s h 51 S,. ICs.MROnu tae0EJt5.11t4ff0A 331 Association, Inc. 1 OLD 1S-Das ?/z711 DATE o7Jz7jT7 .�Q 4268 Westroods Drive x F .!:(305)871-15.10.Fax:(305)871-1531 F".. DRAWING No o--I;tatawsao+..— West Palm Beach, FL 33407 3 �JONAL E��'+10 £a-OW6719 3 17-107 r Jt WALTER A TILUT J,P.E. " rrltAA•'• FLORIDA Ua 1 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE.#1 SCHEDULE #2 SCHED(J!F MAXIMUM SHUTTER SPAN "L+"OR "L-" MAXIMUM SHUTTER SPAN'(` "L+' 4AXIMUM SHUTTER SPAN*"L+" - INSTALLATION LEQEND a NOTES: (11J. FOR INSTALLATIONS W/ dELB)� OR -L-" (ft.) FOR OR "L--- (ft.) INSTALLATIONS dENTERA{ &®or ID Or INSTALLATIONS Wj IDS: M CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W ONE HY. LOCK or 0 or Or W/ ONE HV LOCKS h1ANSORY POSITIVE ASLO.DESIGN PRESSURE RATING. HO/LOCK �,^�tvj NO LOCKING RODS or ONE HV LOCK or or L-:MAX.AUAVJABLE SPAN FOR A GIVEN NEGATIVE v.� ( OR W/ NO LOCKING WALL A, 8, C, D. E. M. N. 0. P. 0, A.S.D. OESIGN PRESSURE RATING, CENTERMAT@ 28® 29 W/ ONE W/ NO LOCKING RODS MOUNTING F. K & L R, S, &V. fo'T" LOCK 30 %0T/TWO LOCONG (SEE NOTES t'.t't) (VAUD FOR MOUNTING©1 (2) PROCEDURE TO DETERMINE MAXIMUM SPM! FOR PODS 35 TrO��P�g& BOTTOM EE SHEET 7) FLOOR/CFAING G H, 1, p,,I T. U. VJ& X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: CON�lP4 3c 11100(Y INSTALLATIONS 0 CCNCRE7E&14'000 CONCRETE MOUNTING & M MwVUv '�-w rcr. A i n0 uacw.7t INSTALLATIONS GIVEN A POSITIVE A.5.0.DESIGN PRESSURE RATING, A.Sa.1X31 kD•s� AS.a.Dmw; DETERMINE MAXIMUM SPAN '7.+'FROM SCHEDULE. pw.svac WALL MOUNTING FLOOR/CEtUNG c'AL3sM WALL� 7C P T7"- rLoca cEA.P.'C Uawn NG ru"M lr PA1L.`G / GIVEN A NEGATIVE A.S.O.DESIGN PRESSURE RATING, RO-vUOUtMNG I.CA nooR/cEuOto MOUNnNo (�j-) OR DETERMINE MAXIMUM SPAN'L--'FROM SCHEDULE. noOR uOutaING !t L4 W L^(H) L+ (4) 1-(D) L 1 (N L-(a) L+ W L-00 V MAXIMUM SHUTTER SPAN 'L+'OR-L---FOR i6-O- 16'-0 ib'-0 16'-0' 30 S$'-D' i$`-0" 30 tb-0' t6`-O' INSTALLATIONS INTO W000 SMALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 34 0R CES 705 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERM114ED SPAN BETWEEN"L+'AND 35 14'-10- 14'-10- 15'-2' 16'-0' 35 iC-10" 14'-10' 35 t5'-2' t6'-10" 40 13'-IO" 13'-Iq" 14--2- 15•-2" 40 cr-,0" 13'-10' 40 14'-2- 15-2- (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4' 14'-3' 45 13'-1' 13'-1' 45 1 13'-4' 14'-3' 1' HV CORNER CENTERUATE 03 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 T2`-5' t2'-5' 72`-8' tS'-7' S0 72'-5" 7Y-5' S0 i2'-3' t3'-t` MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Wf FLOOR/CEIIJNG MOUNT,NG5: SHALL BE AS INDICATED ON MANDATORY CONDITION #2 55 11'-10" 11'-Io" 12'-1' t2'-ii' 55 17'-lo" ,t'-10" 55 11'-1' tl'-tt" FOR A G1vEN POSITIVE A.S.D.DESIGN PRESSURE 60 U'-4' II'-4r i t'-7' i2'-4" 60 t i'-4- 1 t•-4' FA t0'-2" 70'-11' NOTE�5,SHEET S. RATING: 55 9'-5' 10'-t" Lt+.DETEAAX. 65 10'-t0' t0'-I0' tt'-t" 11'-t7' 65 10"-70" 10'-t0' Lt+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6- 10'-6" 10'-9" It'-5' 70 10'-6• 10'-6" 70 8'-9' 9-e L2+c- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-I' 10'-1" IO'-4' 11'-1" 75 10'-I" SO'-t' 75 $'-9' tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. BD g'.-10- 9'-10' 10'-0' 10'-9' 80 W-10" 9'-10" SPAN'L+-OR'L-"AND L"MA M ASA.DESiNG FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 65 9'-6' 9"-6' 9'-9' IO'-5' B5 9'-5' PRESSURE RATING FOR INSTALLATIONS INTO C014CRM RATING: 90 9'-3' 9'-3' 9'-5' IO'-1' 90 9'-3' 9'-3" qR CONCRETE BLOCK SHALL BE UMfTED AS FgL1g7'S: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING L,-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 W-0- 8'-9' w-_ 9''10- 95 9'-O" 8'-9" LIMITED TO +64,-72 P.s.t. AND 8'-0"SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUN11I4G 100 $'-9' 8'-4" 9'-0' 9'-7' 100 8'-9" B'-4• MOUNTINGM)ON SHEET 7. INSTALLATIONS. 105 $'-7" T-1 I' 8'-9' 9`-4' 105 8'-7' 7*-11' 110 8'-G' T-T 8'-7" 9'-2' 110 $'-4' 7-7- �• i 1�i �^.t � J'+ C i �^ FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE 115 $'-2' 7'-3• W-4- W-11- 115 8'-2' 7'-3` SEPARATIOtV T(7 GLASS S1✓Nt�DUL1=,. MINIMUM BETWEEN•L7+'. "L2+ 'L,--AND"L2= 120 8•-0" 6'-11' W-2- 8'-9- 120 87-0' W-ti" (4)Go To ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7*-10' W-8- 8'-0• 8'-5' 125 T-t0' W-8" MINIMUM ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7•-8' 6'-5' 7'-10' 8'-1- 130 T-8• 6'-5' iNa z�NE PRESSURE RATING TO DETERlAINE MAXIAfUMI ANCHOR 135 7'-7' 6•-2- 7'-9" 7'-9' 135 7'-7' W-2- ARATISPACING. Tao T-s• s'-tr 7-7 r-6• laG 7'-5- s-„' ASTM E-1996 SEPARATION 145 7'-3" 5'-9- 7'-S T-3• 145 7'-3• 5'-9' TO Gt.A55 150 T-Y 5'-7" 7'-4- 7'-0' 150 7--2" 5'-7` 155 T-0' 5'-5- 7'-2• W-9' 155 T-O- 5'-5" 1 THRU 3 1" 160 W-11- 5--2- T-1' 6'-7- 160 W-tt' W-2' 165 6--10' S"-1' 7'-0' 6'-4- 165 6'-10' 5'-1" 170 6--9' 4'-1 t' 6'-11' W-2- 170 6'-9' 4'-11- 175 W-7- 4'-9• 6'-9' 6'-0" 175 6'-7' 4'-9- 180 W-6" a'_6' 6'-$' 5`-10- 180 6'-6• 4'-B' N V B LA D E 165 6"-5^ a'-6' 6'-T 5'-8• 185 6'-5• 4'-8^ 190 W-4- 4'-5' 6'-6' S'-6` 190 6'-4- 4'-5• 195 6'-3' 4'-3" 61-5' 5--5' 195 6'-3' 4'-3^ 200 6'-2' 4'-2' 6'-4- W-3" 200 W-2' 4'-2" 205 $'-,• 4'-1' 6'-3' s'-i• 1 205 6'-1 +47 �.., FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane' �` �' 02017 TLTECO,INC. (02017 EASTERN METAL SUPPLY,INC. ........ iVs� BERTHA F TM ASSA �- Accordion Shutter System 11�.1 C 4 V t4 c. ■ ■ ■ ■ KV. RAM#1 w/at w/o TLV.WIMON MADE t •CI�tq> iTLLIT TESTING & ENGINEERING COMPANY American Shutter Systems ,11GESrAipnaR DAtt DRAWN BY.MttCY.L.G. 755 UX 36w Inc. i OLD 75-0$s /27tt DATE: 07/27/17 • {tt t� 676th.St,Ste.305.MGM CADDIS-7LORSM 337 �r-te Ph..;(305)877-1530.Fa.:(305)871-1537 4268 Westroads Drive 2 DRAWING No a-n 9L at-ooew.x West Palm Beach, FL 33407 3 E6-0006719 4 17-107 ,P WALTER A.TILUr Jr.P.E If . FLORIDA Um 44,67 6 SHEET P.E. SEALjStGfiSlifiUREjDATE 6 11OF 20 :� ..: " � .�► ra ► ►.r .11. *ll' +: ►� :a! +: +a+� :al :. .r: ViTDOW MWX Vis Wff • . 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ANCHORS SPACING Tin) SCHEDULE FOR A GIVEFT MAX SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES EG TWE PRESS(1RFt RATING ANDA:UDUNn GS I-G. I HON SH TYPE.FGR CONC GR CONCRETE BLOCK INSTALAEG5 {SEE tNQUNTtNGS E G.&H ON SHEETS 6 k 7J }.ANCHORS TO SUBSTRATE SMALL BE AS FOLLOWS: POURD) 7E/WxCRE}E BLACK POURED CONCRETE (A) TO Ex6TO:G POURED CONCRETE:{Nin•!b m 3 kci) uAxnNuu QE WALL SILL MOUNTING ©CEILING MOUNTING HU FLOOR MOUNTING - 1/oro TAPCON OR TAPCON WITH ADVA14M THREADFORM TECHNOLOGY ANCHORS,AS UANUFAC}URED BY LT.W.BUILDER.(Min,t c= 3 bO ANCHORS CPAPJNR LEGEND - 1 /4'0 It 3/4•ALL POINTS SOUR-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. 10-3 IzO SPAN(R) IL OLSYN 12G76 FOSIk£ :.G D,6SCN tEWIR P9698E FATTS. .EE96N t6FlJNE Mimw:.E Et uz - 1/4.0 BLUE TAP CONCRETE ANCHORS tV/CAP AS MANUFACTURED BY FLORIDA FASTENERS DJRECi INC.(Nin.t'c s 2 kei) s 40 60 75 90 tZ0 100 205 30 s0 60 75 F 1.E 160 20S 30 E 60 75 90 12O 160 205 TAPCON OR - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. !< t2 tQ 8 I 8 1 8 1 Q 131b 14 12 t0 1 9 1 B IS 6 5 14 12 108 1 8 0 $ 1 6 THREADFORM TECHNOLOGY (MND.!`c a 3 ksi) 3'-O" 14 12 10 9 8 8 6 6 14 12 f0 s 8 d 6 6 14 12 10 9 8 0 8 6 ALL POINTS SQUD-SLI OR LES 14 12 10 9 6 $ 6 6 14 12 10 9 8 8 6 6 /4 12 t0 9 e e 8 9 BLUE TAP W/CFP NOTE`'; 14 t2 fp 9 0 8 0 7 14 fit 10 9 8 6 6 6 14 12 10 9 B 8 6 8 TAPPER+ At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORU TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 18 7 65 3.5 14 12 f0 9 B 8 G 6 14 12 10 9 8 8 6 5 ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4.^0. t4 12 t0 9 8 8 6 6 74 72 t0 9 8 8 6 6 14 12 10 9 8 8 6 53 14 12 fO 0 6 8 6 4 44 12 10 9 6 8 6 45 14 12 10 9 8 0 4 3.5 A.2)WNIMUM EMBEDMENT OF 1/4'0 It 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EABEOMEM T4- 42 14 9 8 8 6 4,5 14 t2 10 4 8 8 6 SS f4 f2 f0 9 8 8 6 4S INTO 51VCC0 S}tN,l B£PER}dtTTEi7. !/4`0-20 5.5.MACHINE SCREW USED SHALL,BE t 1/2'LONG MINILUM SHOULD STUCCO 14 12 10 9 7S 55 3S - 14 12 10 9 B 8 6 5 14 12 10 9 6 7 53 4 <S(t �tA1 'S U L"19 F03 EXLST,AND t'MINIMUM FOR WALLS YJTR!NO STUCCO. 14 f2 10 9 8 8 6 6 14 12 f0 9 8 6 6 55 14 12 10 9 a 8 6 45 Ot,WC�Q4.icEET t9 5'-0' t< t2 t0 9 8 7 4 - 14 12 t0 9 8 aS 5 35 14 12 t0 8 65 4 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANES.PAVERS OR ANY VENEER BE FOUND Ott THE EMSTING WALL OR FLOOR, 14 12 10 9 8 75 45 - /4 72 f0 9 8 B 6 45 14 12 10 9 8 8 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE EEMINO SAID WALL FINISHES.ANCHORAGE SHALL Be AS INDICATED ON 14 t2 95 75 65 4S - - 14 12 10 9 8 75 55 4 14 12 10 9 8 6 4S 3S NOTES AS)&A2)ABOVE.FOR 04STALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT VVIAL STUDS CONSULT THIS ENCINEETT.FOR 1i 12 10 9 8 8 6 - /4 t2 t0 B 8 B 5 5 14 12 10 9 8 85 5 S.S INSTILLATION INTO EIFS WITH METAL STUDS SEE SHEET 26. 6'-0• 14 f2 t0 9 7.S S5 3 - 14 72 70 85 7 SS 4__;L 14 12 8 6.5 55 4 ] - f4 52 t0 9 R 6 - - 14 12 t0 9 8 65 S .75 t4 12 10 85 6 5 4 - {6) TO FASTING CONCRETE BLOCK:(ASTM C-90) 14 12 a 65 55 3 - - 14 12 10 9 8 65 4,5 3S 14 t2 10 8 7 6 3.S 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED 6Y I.T.W.BURDEN. T4-42 fO 9 8 $ - - 14 12 10 9 $ 7 5 < 14 12 10 9 7S 5.5 + 3 - 1/4`0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRBUTED 8Y ALL POINTS SCREW,BOLT&SPECIALTY COUPANY. _0. I4 12 10 B 65 4 - - 14 12 9 7.5 0 45 3S - 14 105 7 55 4.5 ].5 - - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 t2 10 DS 7 4 - ^ 1< t2 10 4 7S SS f - 14 t2 9 7 75 4S - - - I/4.0 TAPPER+ANCHORS AS IA4NUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&9PECWI.IY WtiPANY 0R ANY OTHER APPROVED MCETNSEO OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SliVFTER 515TE}AS ASSOCWTtON.INC. i4 17 7 55 4.5 - - 14 12 10 9 75 55 4 - 14 12 9 7 6 4.5 3 112 2 10 9 8 6.5 - - 14 12 10 9 a 6 4 - 14 12 t0 8 85 5 &S - NOTES: 2 8S 7 SS 3 - - 14 12 8 65 55 4 3 - 725 9.5 G 5 4 3 - - 6.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON•BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4`AND TAPCON 2 BS 75 6 - 14 12 95 8 05 5 - - 14 12 8 6 65 4 - - WITH ADVANCED THREADFORM TECW40LG ICY ANCHORS IS 1. .5 BS 9 3S - - 14 t2 10 8 8S 5 - 14 12 5 &5 6 4 - - 9._0. 2 10 9 8 - - - 14 12 f0 9 7S 45 - - 74 12 83 7 SS 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0■3/4'ALL POINTS SOLID-SET ANCHORS SHALL Be ENTIRELY EN8 DDED INTO THE CONCRETE BLOCK.NO S 75 6 4 - - - 14 11 7 6S 5 35 - - tt 8 55 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL UE PERMITTED, 1/4'0-20 S.S.MACHINE SCREW USED SHALL EE i t/2•LONG MItNIMUM SHOULD STUCCO 2 E lS.a 4.6 - - 14 t2 85 7 5,5 4 - - is 705 7 S5 0 45EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. .5 58 4 - - - - 14 12 9 7 6 45 = 14 11 7 55 4S 35 - -2 t0 9 75 - - - 74 12 t0 8 6S S - - t4 12 8 8 5 4 - 8.3)IN CASE THAT PRECAST ST07NE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EOSitNG WALL OR ft00R, ANCHORS SHALL BE LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS LNOICAED ON 5 7 5 35 - - - 13 95 65 5 4 3 - - 10 75 5 4 3 - - - NOTES B.1 &13.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. t 75 5.5 - - - - 14 11.5 9 6 5 4 - - 2S 95 6 5 4 4 - - FOR I.NSTALLATON ITO EFS WITH METAL STUDS SEE SHEET 20. 5 14 12 8 65 55 4 - - t3 10 6.5 5 4 32f014 t2 9 7 6 4S14 OS 7 5S 45 35 - 5 5 - - 72 9 8 45 4 3 - - 9 T 45 3.5 ] - - - {G} ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECITCAitOtNS OF THE AtCHOR'S MANUFAGTURFR, 14 10 7 - - - - 14 10$ 7 5.5 45 - - - I"95 55 45 75 - - - (D) SEE SCHEDULE BELOW!FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. S 7 45 - - - 14 15 7.5 8 5 - - - 72 9 6 45 4 - - - EDGE DISTANCE VERSU SPACING SCNED,SJLE FOR ANCHOR 12,_0. 14 12 10 - - - - 14 12 8 6S 56 - - 13 10 6.65 4 - - - EDG S -S' ,15 LS 4.5 - - - f1 6 5.5 4 3S - - - 8 6 4 3 - - - - UWMUU ANCHOR SPACIICS ARE VALID FOR EGGS OSTAACES INDICATED BELOW.FOR E D.LESS THAN THE IJDIV=-REDUCE ANCHOR SPAOSG i35 9S 6 - - - - t3 95 8.5 S 4 - - - 705 8 5 4 - - - - BY MULTIPLYING SPACVIG SHONN Ott SCHEDULE BY THE FOLLOvi to FACTORS. 9 0.5 - - - 14 AOS 7 55 4S - - - tl 85 SS 45 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THA"MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. t4 t2 - - _ - - - 14 115 75 6 5 - - - 12 9 6 4S 4 FACTS t0 7.5 5 < 3 - - - 75 55 4 3 - - - EDGE TAPCON TACWALPCON WITH ADVANCED ALL POINT SOLID SET BLUE FAP W/CAP TAPPER 4• T2s a5 - 12 9 6 45 4 - - - 95 7 5 4 - - - - 1 HV B QF OR DiCTANCE THREADFORM TECHNOLOGY U04 svA.G1No B 6 - - - - - 13 95 6.5 5 - - - - .OS17.5 5 4 - - /4 I2 - - - - - 14 Ob 7 6S ^ - - - ft IIS 55 4S _ E.O. MIN.SPACING a 3' MIH.SPADING=3` MIN.SPACING-3 1/2' MIN.SPACING m]' 3 3/4• $ 14'-0• _ _ - BLADE W POURED CCttCRLTE& JOI�D arCTE mr�1E a= POURED CONt73ETE& POURED CONCRETE&1KKb4D tX71Err2TE MOVE a= 9 7 45 35 - - - 7 S 35 3 - CONCRETE BLOCK ITL E0..3 1/2•EON Ea I/2" CONCREtE BLOCK CONCRETE SACK UH ED..3 I/2'ILtL ED•21/2' Fs 4.5 -^ - - - 9 85 45 - - - - HV WINDOW UN.F�..3' UX EO.3 1 MJt ED.•3" T.5 - - - - - - - 12 9 6 - - - - 9.5 7 43 - - - 3' 1.0 0.90 1.0 0.78 1.0 0.64 1.0 ft- - 10 6S - - - - 185 6 5 - - - - DE WORKING z 1/2• - 0.81 1.0 0.67 1.0 6.5 4 - - - - 5 s 3 - - - - - iN UNISON ♦ _ - . 2' 0.71 D.6ta55 - - - - 9 55 45 - - - - 1 3/4' - 0.91 - - - 0.43t4 _ - 95 6 - - 10 TS 5 - 1 t/2` 0.35 - 0.35 g _ _ _ 6 4 - 7 5 - - - - 6 6 < - - - - FLORIDA BUILDING CODE(Non^High Velocity Hurricane Zone' 47711 A. J/�� 02017 TaINC,TEco, �. 0 2017 EASTERN METAL SUPPLY.INC. 41....1cEN 't1,= BERTHA HVTM s A.S.S.A. Accordion Shutter System -1Y0. ; I E C Q T N C. N.V.BLADE#1 W/OR WIO N.V.WINDOW MADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION OATS DRAIN LC. TA1jEQF 6355 N,Yf.]6;h.Sc.Ste.305.VIR40IIA fh2Db.5.FLMOA 3376 ASSOClatlon, InO. t QLD 15-x85 7/27/!7 {}ATE: 0 07/27/17 �? r, ._ ; i 4268 Westroads Drive 2 Pho-:(305)871-1530.Fox:(365)671-1531 DRAWING NO l41� a-nt ta�o67eg.cam West Point Beech, FL 33407 3 17-107 �^17�0•'•••• X111 WALTER A TILLIT Jr.P.E. a 11 FLORIDA LEL.IT 44167 s SHEET P.E.SES A7{tft[/GATE 6 13 OF 20 44MMUM ANCH0lR* SPACING W) SCHEDULE FOR A_Sd1+EN_hiAX- SHt)iTER SPAN. ALIGN NEGATAE PRESSI RE eTfNG AND A GORRESPONDING I470UNT'NG TYPE Fp$ �R�R 0 CONCRETE BLOCK INSTALLATIONS (SEE UotraWCS L J.K&L DN S1NCEi 7) POURED CONCRETE POURED 13LOCK ANCHORS SPACING LEGEND N,}p404i Wa'"Ot rR i iRf:Ati7t QJ RNNGUARD MOUNTUIG KQYlALL/FLOOR MOUNTING (g)WALL/WALK OVER MOUNTING _A+ouN&nN a rewcoN OR SPAR 40 T£sci Izr 3W:PWM RUDO OE5421 tVAtAE IMRAE W24 SEM laDa11E FtSwMIX FA9 uW LSA DEM tSWX P ISM 9ATJ 6 TAPCON WITH ADVANCED JO 40 80 75 40 720 180 205 JO 40 60 75 90 t20 160 205 30 40 60 75 90 120 160 205 30 40 60 72 7S 90 0 160 205 THRE'ADFORM TECHNOLOGY 14 12 10 9 e a 5 6 12 12 12 i2 12 15"1" 7 7 7 7 7 7 1 7 fS-15 6 IS Is is IS I"r 5 ALL POINTS SOLID-SEI' 3'-O" i4 12 10 10 IS IB 8 0 12 112 111 12 12 12 9.51 7 7 7 17 7 7 7 17 17 5 5 5 3 5 5 5 5 BLUE TAP Oq LESS 14 12 to 4 8 8 6 6 12 12 12 12 OS a 8 45 7 7 7 7 7 7 7 6.5 5 5 5 5 5 S 5 5 14 12 t0 D e 8 6 8 12 12 12 12 12 10 75 6 7 7 7 7 7 7 7 7 9 5 5 5 9 5 S 5 TAPPER+ 14 12 10 9 8 8, 6 6 12 12 12 l2 15 a5 6S 5 7 7 7 7 7 7 5.5 4 S 5 5 9 S 5 S 4 4,-0•1.2 to 9 8 8 S 6 12 W 12 12 12 95 7 SSS 7 T T 7 7 7 7 7 S S 5 S 5 5 5 9 2 YO 4 6 6 6 0 12 12 12 95 8 8 45 dS 7 7 7 7 7 7 6.5 5 5 5 5 0 9 5 5 5 2.10 9 8 8 6 6 12 12 12 12 t0 T5 SS 4 7 7 7 7 7 7 7 55 6 5 5 S 5 5 5 S 2 70 9 8 8 6 6 12 12 12 it 9 7 5 4 7 7 7 7 7 SS 4 3 S 9 5 5El 5 4 J 5-O" 2 10 0 8 8 G 8 t2 t2 12 12 t4 7S 55 4 7 7 7 7 7 7 7 T 5 5 5 52 10 9 8 6 6 6 12 12 95 7.5 6 4S 35 - 7 7 7 7 7 7 5 3S 5 5 5 5 5 5 4SEE A)1CHOR 2 10 9 8 8 6 6 12 12 12 9.5 8 6 45 - 7 7 7 7 7 7 5.5 4 5 S S 5 5 5 4 2 10 9 8 8 6 6 12 12 /S 9 75 SS 4 3 J 7 7 7 7 45 3S - 5 5 5 5 45 3.5 - SPECIFICATIONS T),^0. 2 10 9 8 a 0 a 12 12 12 10 a 6 4.5 3.5 7 7 7 7 7 7 7 7 S 5 8 5 5 5 5 8 ON SHEET 13 2 10 9 8 8 6 6 12 12 8 8 S 4 3 7 7 7 7 7 55 4 - S S 5S5 S 4 3 2 10 9 B 8 a 6 12 12 10 0 85 5 .75 - 7 7 7 i 7 6 45 - S 5 S 5 5 5 4S - 2 10 9 8 0 6 G 12 12 f0 6 65 5 35 - 7 7 T 85 b5 4 - - 5 S',-0. 2 10 9 8 a 6 6 t2 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 G 5S 5 52 YO 0 0 a 6 6 12 10 0.5 5 45 3 - - 7 7 7 7 6.9 5 3S S 5 5 5 5 J.Ss to 9 a s s s i2 n 65 7 s5 4 ^ - i 7 7 i 7 s - - 6 s 5 S 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 R14 12 10 9 0 a 6 - 12 12 8.5 7 55 4 3 '^ 7 7 7 55 4.5 3 - - 5 5 S 5 Ls J5 - - PSF A.S.D DESIGN PRESSURE - /2 to 0 8 8 0 ^ 12 t2 10.517.5 6 4S 35 - 7 7 7 ! 7 7 7 4 S 5 5 S 5 5 5 5 RATING & FOR SPANS PER 12 !0 9 6 8 6 - 12 9 8 4S 4 3 - - 7 7 7 7 6.S 4 - - s 5 5 5 5 4 3 - SCHEDULE 3, SHEET 11 12 t0 0 e 8 6 12 11 7.56 s 75 - 7 7 7 75 6 45 - - 5 s 5 5 5 4S - 12 10 9 8 6 - 12 SS 75 6 5 35 - 7 7 65 5 4 - ^ - 5 9 S 5 4 3 - 12 10 9 8 8 - - 12 12 0.5 BS SS 4 3 7 7 7 7 7 7 a 3 5 5 5 5 5 5 5 5 t2 10 0 8 8 - OS a 5 4 JS - 7 7 7 6 5 35 - - 5 5 5 S 5 4 J 12 10 9 8 8 - 12 10 6.5 S 45 - - 7 77 6.5 SS5 5 S 4 12 10 0 8 B - 12 05 7 55 45 3.5 - 7 7 55 45 33 - - 5 5 5 4.5 J -12109 8 8 - 12 }f 65 8 5, sS - T 7 7 7 17 4.S - S 5 5 5 5 S 5 4S 12 10 9 a 8 - 9S 7 4.5 JS 3 7 7 7 5S 17 - [3 - 5 512to8812 9 8 5 4 - - 7 7 7 6 5 5 5 s5 5/2 10 9 8 8 - 12 9.5 6 5 4 3 - 7 7 S 4 5 S 5 4 3S - - - 12 10 9 8 8 - - 12 10 7 55 4.5 35 = 7 7 7 T - S 5 5 5 5 5 4 12 t0 9 a 8 - - 85 85 4 4 3 - - T 7 6 5 - S 5 5 5 4 J " BLADE ONLY I4 12 IO 9 8 a 11 8 5.5 4 - - - 7 7 7 S.5 S 8 5 6 IS - - t4 12 t0 9 8 - - -ribeS S5 45 3.5 - 7 7 4.51341- 5 S 45 35 3 - - - 12,-0"14 12 10 9 8 - 12 9.5 65 5 4 3 7 7 7 7 5 S 5 5 5 5 4S 35 14 12 10 9 8 9 8 4 J - - - - 7 7 S.S 45 S 5 5 45 4 3 - - Si 12 t0 10 75 5 4 - - 7 7 6 5 5 5 5 5 4 - - 14 12 10 9 a - - DA 8 5 4 J5 - 7 BS 45 35 5 5 45 3.5 3 - - - 13 14 i2 f0 9 6 - - - tS eS ff 4.5 353 - - 7 J T 7 - S 5 S 5 5 5 <S 3.5 14 12 10 9 8 7 5S 3.5 3 - - - 7 7 5 4 - 5 5 5 4 3 - 14 12 !0 9 8 9 7 4.9 75 - - - 7 7 5S 4.5 `- - 5 5 5 4.5 4 t4 12 to 9 - - - 10 75 5 4 3 - - 7 6 4 3 - - 5 5 4 3 - - - - 14 12 10 9 - - - 9S 9 55 4 3S - - 7 7 7 7 7 4 - 5 5 5 5 5 5 4 3 t4 t2 t0 9 - 65 9 3 - - - - 7 7 5 35 - - S S 5 4 - - t4 /2 10 0 - 85 SS 4 7 7 S 4 - - - S 5 5 4 - 14 12 10 - - - - 9 7 4.5 35 3 - 7 5.5 IS - - - - S S JS 3 - - - - 15 14 R }0 - - - l0 7S 5 4 3 - - 7 7 7 ! 7 J5 - - S 5 9 5 5 S 4 3 74 12 10 - 6 4.5 3 7 7 4S 3 4S 35 - - t4 t2 10 - - - 6 6 4 - - - 7 7 S - - 5 S 5 4 - - - 1♦ 12 10 - - - - - B5 4 3 - - 7 55 3S 35 - - - - ib'-0 !4 t2 !0 - - - - 4S 7 45 3S 3 - - - T T 7 1 6 3 - 5 5 5 5 S 4.5 3S N 12 YO - 6 4.5 J 7 65 4 _ S S 4 JS �3 t4 t2 10 - - - - 7.5 5.3 7b ^ - - - 7. 7J A.6J H - - - 5 6 45 - - - - FLORIDA 8(!lLDING CODE(Mon High Velocity (iUt(ICane Zone 1111 l a 0+2017 TILTECO,INC 0812017 EASTERN METAL SUPPLY,INC. 'vEN BERTHA HVTM A■ .a ■ Accordion Shutter System H.V.MADE#1 W/OR W/0 H.V.WINDOM DUADE d ' American buffer Systems �,rr DESCIRMON DATE ORAT01 8Y: LC. �"; TILUT TESTING k ENGINEERING COMPANY ASSIICiIItiCT17 Inc. s OLD 15-08507/27/17DATL` /27j17 6315 N.W.36th.St.fit..305,1WtSMA GW0:N5,FILOM A 3316 4268 Westroods Dr'1ve z Phone;(305)671-1530.ra.:(305)871-1531 DRAWING No �1 1 t}11 .-q:ER a:tatwca w.c West Palm Beach, FL 33407 3 17-107 EB--SpNAL EN 1'` WALTA.O0067 TMUTt9r.P.E. 4 P.E. Sf3tCNht1RE/DATE " u` 9 44167 5 SHEET s 14 OF 20 MAXIMUM S D DESIGN PRESSURE RATING_(t)6 f) AND ctaRRESPONDiNo mA imum AN_cHQR SPACING (in., SGHEDUL„E FOR A GRE' MAXISHUTTER SPAN NEGATIVE ASD DESIQN PRESSURE RATING AND A CORRESPONDING MONANG TYPE (SEE MOUNDNGS ON SHEETS 16 44 17). B t._.) B B'T F:;Z A'T E SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. "0.55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COx 2 W/LAIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 YJ/ MIN. G-0.36 PLYWOOD �f}!GOIR W/ W/ MIN. G=0.43 a9 MIN, G=0.36 SPAN 00 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O.WALE.MOUNTINGS B.O.WALL MOUNTINGS 8.0.WALL MOUNTINGS M. N, O& R FLOOR MOUNTINGS M, H, 0 & R FLOOR MOUNTINGS M, N. 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EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORM W/".43(HOS.) EXCEPTION:SEE NOTE 2 6EL0'N. -SPRUCE PINE FIR SOUTH Y//0-0.36(NO.S.) -VIN.1/2-COX PLYWOOD(1985 APA) 2.ANCHORS TO HOLLOW COUNG SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL COUSIST OF LAO SCRE1'/S AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOMNO ALL OF THE RECCUMENDAPONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACIUREIL JrrAAAjo'� FLORIDA BUILD[ CODE(Non High Velocity Hurricone Zone y1y i. ,,. , f 02017 TILTECO,ING 02017 EASTERN METAL SUPPLY,INC. '�10E1us;' =�_ BERT H TM A S A Accordion Shutter System FTUEE V INc. ■ ■ ■� Itv el.aD£#t w/OR w/o(tu YdNOCNt RADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION GATE &L.11 pr. LC Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 Aly . et e3ss H W. ams s a.3os a�cn u GAROJNS naaoA 3158 4268 Westroads Drive 2 . 1 Phone:(303)871-1530.Fan:(305)071-1531 DRAWING No 41t� e-maaEec�Deaaooe Som West Palm 8eoch, FL 33407 3 '70iii �?�tt,I WALTER A TUU Jr.P.E. 4 17-107 P.E. SEAC%`3tPiVA1'URE/DATE �°R°N d 48167 e SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & aA HV* BLADES AS APPLIGABLE SHUTTER A + 0 L— OR INST LATIONS TOW OD 4 WITH,HV BLADE 1 ONLY SHAL WALL n"'s" BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEEJ 19 FOR MAX SPAN 8_4 - ? — 1/4.0 IAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADEQ)& 1A) WORKING IN_UNISON jf t i TAPCON PATH ADVANCED THREADFORM TECHNOLOGY 1j4"11 TAPGON OR II I 17 1 1/2'Nin.PENETRATION / � � II TAPCON PATH ADVANCED THREADFORM TECHNOLOGY p� THREADED AREA TO ! .I vrj 1 1 j2'1&n.PENETRATION OF THREADED AREA TO EXISTING F LCtt c Dpy I + EXISTIt,10 WOOD HEADER. i 1Y04D HERDER.(SEE SC•NEDULE ON SHEET 15) TO GLASS(SEE 1 OR 1 Sv {SEE SCHEDULE ON SHEET t5) /l j J i 1 ji'0-2Ox3/4"5.5.MACHR+E i�,•,_SO�fDtAIE ON 51tfET 1 1 \1 r/ , // 1 g SCREWS w/1 j4•-2o NUTS ( 1 E ON sHwt r' 1 �S f4 12-D.C. EXISTINO { EWES(D&Q" !d, Ultl t " GLASS---I •`• f \t i / I I 1 OR 15 tyr PTIONAL (�'�'''� EXISTING IT I i I FiNi5f3 9 2'Na•WooD 1 OR t • L_Ll !� EXsnNG lelrr. E HEADER R£OUIRED I 2'93'WOOD yy `i r {} t 1 f'0 TAPCpN OR TAPCON\ATH ADVANCED 1 HEADER REOUIREO 11 1 EXISTING 9 IOL yEplpA{�N I l! 1 l `.-' THREADFORM TEONNOLOCY Y!/ 1 112" GLASS"'; TO afm�5, I 111 tt Min.PENETlYATION OF THREADED AREA TO To GA oN m I _ MIN.SEPARAITON TO GLASS EXIST=WOOD HEADER. SL.....- EXLSTD (SEE SCHEDULE ON SHEET 11) ,y, `I iy } ; ! j (SEE SCHEDULE On 94MT 15) 11 FOR BIRD£®Rh9 1� 1 {tt Ss,1~t'19 FOR »- 2'N4'COM.SILL 1 {f)&Q1 1 PLATE AEO`D. ObV WALL HEADER INSTALLATION T OHV WALL SILL ASIALLATION HV WALL HE DA ER INSTALLATION • N 1 taw.SEPARATION TO GLAs5 1 EXISTING NSa.SEPARATION TO GLASS {SEE SCHEDULE ON SHEET 11) MASS-.-1 1 EXISN,tG �(SEE SCHEDULE ON SHEET 11) x 1 EXISTLNG ' o 2'94`DORT� MIN.SEPARATION TO GLASS 1 I GLA55-� GLASS-) a (SEE SCHEDULE ON SHEET 1t) V40M PLATE I 1 [ 5 1 1/4'0-20r3/a'S,S, Y REDID. o II `";;-y 1/4"0-20x3 4 S.S. ( MACN[NE SCREV.S I•I I' /+ . �) I - 1 USING 1/4"-20 NUTS _j t MACHINE SCREWS W 1/4"-20 NUTS N7 12' 1 0 12'O.C. I FINISH aR 18 i I 1 as 18 1 OR 15 1308 0 'i ` ti 'r Y:a' J 1 �,.•� ti I 1 ( tS 11ttUi. k WOOD PLATE �,/' t 5 �{{ Stl Ep REO'p. ! I I , .� t'Min. �� 1 f..� Min. l ' S t 1 n (`i [� 1/4"0 TAPCON OR TAPCON WITH ADVANCED i 1 ( } �i t�1 ! THR'JEOFORA TECHNOLOGY W/ 1 1/2" TO L 1 lt 1 f))}((( 1 SILL Min.FENETRATiON OF THREADED AREA TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED ,` �l ,i � .. j ;/ III `REO-0. Oro LATE y I I E7(ISTRIG WODD HEADER. y THRFADFORM TECHNOLOGY W/1/2' - -- Y 1 4'O TAPCON OR dQTE: #9%9 (SEE SCI EOULE ON SHEET 15) Mtn.PENETRATION OF THREADED AREA IN10 PLYWOOD dd TAF'CON WITH ADVANCED EE SHEET 4 FOR TYPICAL I 1 'yli I THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. t.) i }} I: �. WALL FINISH (SEE SCHEDULE ON SHEET 15 1/2'IAN.CD sI ` ) EXISTING MM.2'94' POA11D00 REO`D. t'!/ 1/2'Mtn.PENETRATION OF -MOUNTING BECKONS CAN BE STUDS o 16'O.C.1 .� WALC ! 1HREAOED AREA IMO PLYWOOD COMBINED IN ANY WAY TO 1/2}MW.COX PLYWOOD REVD. REO'O.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. V HV WALL SILL.INSTALLATION EXISTING MRL 2'94"STUDS 0 16'D.C.MAX.REO'D• ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE VAIN WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE @HV WALL SILL..INSTALLATION ♦SEE U,ATIONs OP U OF �P�HV WA�Iz SIL IN�TALLaTI0 F.B.C. BLADE IA ON SHEET 19 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .t CJJlltJgyy 11137`yG� Tf �r'�� 02019 TILTECO,INC. �)2D17 EASTERN METAL SUPPLY,INC. , i�'•_ BERTHA HVTM cEn�s� �!: TLlE G V �M" A� . �A� Accordion Shutter System # y. i FLV.MAX#1 W/OR W/O FLU WNWN .ADE a;-- cl�! TIL UT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DEscal"ON DAr� DRAWN eY: La '' Association, (Ata. 1 OLD 15-085 7/71/1 DATE: 07/29/19 6345 Kw.36th St.Stm 30%MRMCA WfiODNS.FLORIDA 3714 d Pnone:(305)871-t5'A.ro.:(3D5)Q71-1531 4268 Westroods Drive 2 DRAWING No ljj ll —.61:ORaxo.a. West Palm Beach, FL 33407 3 .�LS�•'�• .•'''`�. til Ea-006719 17-107 ,. y � `,�Y�7 11 WALTER A.0 TRUT J1.PSE. 4 P.E DATE FLOR DA u< #44167 a SH 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & 2 HV+ BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOQQ WITH HV BENDE 1 ONLY WALL FINISH! SAL BE LIMITED TO 105.0 p f. A.S.D. DESIGN PRESSURE RATING, SEE SHEET-19 EO-R MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE Q) 4A)WORKING IN UNISON 1/4'0 TAPC014 OR 4'x8'(Lfm.)EXISTING fr--EQ ED- MIN. COGS(IF APPVCAM) TAPCON WITH ADVANCED WOOD BEAM RECUIREO. THRFADrORIU TECHNOLOGY STRUCTURAL ADEOUACY- 2•Min.PENETRATION T/4"UOPSO-3/4'SS. OF EXISTING WOOD BEAM A Or TRR ED AREA 10 PHIL TRUSS WAD To BE CERTIFIED BY HEADER ISTING WOOD Dasn"a two I� Win. UA'CHINC SCREWS REGISTERED E14GINEER OR Ex (SEE SCHEDULE 014 SKEET 15) W/1/4--20 NUTS ARCHITECT PRIOR TO TRUSSES OR 0 12'*.C� SKITTER INSTALLAIION. 1/2- 5--ri/2, RAnER 0 24* D.C.REOUMM 4"0 TAPCON OR w. OR,[5 VAP..N WITH ADVANCED ' j PENETRAnON Eo COUT.ALUU.TUBE BARER 10 ED EC-1 I I S.U.S. (6063-T6 ALLOY)W/ f-.257' TIIRn/Fo TECHNOLOGY Mom W/ 2!"Mi OF THREADED Ani ED EXISTING WOOD HEADER. 0 V D.C. 116'0 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) D, a CO Of @ 9'RINAFTCR OR TRUSS, 0 1 t 701 L� U1@ LOCATE LAG SCREWS AT Of Q�or Edo r UHDwDTH OF EXISTING WOOD EXWNG U114 27.4" oprN HOLE AT EACH UVASER.(2".Mtn.NOMINAL 1 2 Min. ExisriNG-41 WADER REO'D W 11 11 STUD TO ACCEPT "I 'I OF THREADED CLASS 11.SEPARATION TO GLASS PO-1111/. I (SEE N SHEET I I EXISTING I KZ60 LAG SCREW AREA VALID FOR SCHEDULE 0 GLASS AT CENTER OF TUBE, INSTALLATIONS WITH 72psi MAX.A.S.D.DESIGN LOAD AND UM so'S"T EXISTING '-L snmao' 9--0-Mo.SPAN.THIS SQ (SM CLASS is ONLY VALID HV WALLHEADERINSTALLATION WIMAOt"C FOR WOOD N//MD4.SPECJRC -1 (DOR 1,f0a amc Ego GRAVITY OF 0.50 AS DOUGLAS ON SHEET 19 To' FIR OR SOUTHERN PINE No.I DIAMs(D a:0) IT— I A OR OR EOUAL. IN A1Y war Ta s1Xr an IlsrALLAnofET( )HV CEILING INSTALLATION (U�)JjV CEILiNG INSTA TION RX SWAWM r To GAM(Iia OR N. SEPARATION MIN.SEPARATION TO CLASS EXISTING TM-11=111,11 TO GLASS SEE SCHEDULE ON SHEET I I SHW 199 �(SCE SCHEDULE ION SHEET 11) EXISTINGCIO ALTERNATE 8 ANCH R -1p Gv LID N EXISTING WALL 31W U" lss� FINISH J10.3/4'HEX 2.8-MIN.V�= 7 3 M WASHER HEAD TEX DM REOUIRZO An SCREWS 0 12'o.cA ( IIWNIS N.WOOD OR 2*.6*LAN..WOOD DECK REQUIRED(NO FINISH ALLOWED) EDGE LE OF C�C..) /-Or EDGE OF DECK 19 EDGE DECK 1 17 APPLICABLE IF APPLICABLE APPLICABLE 1/4'0-20.3/4*S.S. P WPS TRUSS HEAD ADVANCED 1 INE SCREWS lleO TAPCON OR TAPCON WITH ADVANCED V L-21 MIN. THREADFORM TECHNOLOGY 111/,1/4"-20 NUTS THREADFORM TECHNOLOGY W/1 1/2-Min. 1/4*0 TAPCON OR -----2 I', 1A _GN T4 1/4-o TAPCON OR TAPCON WITH ADVANCED tHREADFORIA-/ V MIN— PENETRATION OF THREADED LL YI/1 1/2*LA'4.PENETRAMON 0 21 O.r- AREA TO EXISTING WDO:)HEADER BE TECHNOLOGY W/ I 11:r Min.PENETRATION OF THREADED OF THREADED AREA TO AREA TO DUSPNO WOOD HEADER.(SIX SCHEDULE ON SHEET 15) (SEE EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) ISM SCHEDULE ON SHEET 15) (9)HV WALK-OVER INSTALLATION &HV WALL SILL INSTALLATION SEE,,*rr�RO HV FLOOR INIAL ION FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone, ............. 02017 TILTECO,INC. 0$12017 EASTERN METAL SUPPLY.INC. ENT,'-.. V'-- BERTHA HV; Accordion Shutter System A.S.S.A. KV.RADE#1 W1 OR W/ID KV.WINM MADE �EL E�CO American Shutter Systems REV.W4 OE TESTING & ENGINEERING COMPANY A I�(�01 45 DATE DRAWN Gy- LC. TILLIT TEST )8 Association, Inc. I OLDS OAT.-• 07/27/17 a tLW.36M St.St.305.VOWCA GAIRDOM PX=A 33M Pfiz,. (305)871-1330.F-:(305)871-1$31 4268 Westroods Drive 2 DRAWING No ...... West Palm Beach, FL 33407 3 ES-CW6719 17-107 NALEN WALTER A.TILUT Jr.P.E. 4 FILOWA Lk-f 44167 3 SHEET P I.E. SEAL/SIGNATURE/DATE 17 OF 20 END INSTALLATIONS t HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS ,TDCO SNDs Mob, r.{•W%WOW Z.41 wt \ 1 N StU05 Aw'0. ' l, r '.S Mw Cron / t a,°cRT o 4 o -ti`; t . ' Us{u+"uc+ntL) �rL I KO { ba+h'Dox ry f E%F=Tf:4 o=+Lss^1 !i / 1 F �sn,00�r —oasmra aAs' • �crmmc cuss f t �? ,iars cws COx \ ! �T 'as i FO t 1 • --•' TL, wL I:v%F..^OI - "--,h'YL.CD. D OWS YiY YN•vpWHLpI ` I} ' !Di rOaFAiQI 0.M{aC0. w ^ - ' • 'D rw aD Su6DJ.E 619 � 11 rrn t3lLY QtAX! ` it tG{RJY7E Qfj�#t1 ,l,fi'aa',4t)C SSEDtAL O!s.xr rtYtaCO. 1/2' IQ,R.'£mNC A/.7mlm ZN 1 (K'E.6-i6)CAfrt, re ,h.Yx.CDx at SMII t9 tGe t,F.BACC A40 gm FIR (UtE SL=TEE 1/2• AiYA�aO., DI}l,L QA Q,A rus" DN mlt9 0A pDr.A mb uac AT fft.Su2 I "�"--••—- Pse.rn•SM-s - _ ii+tr'uCie�IIy ol.•dr-r _.....--- a,e oa . .10 s.us Ocio . yj 4-� � (,jam%OT�rlY S4ATof•]A 1 OR�J• EEE DDAIL x ro (,'1 OR I• rman u¢cv. r OR Q,�• t sS xna x FOR i OR Q m rwcKs CE WOF�4 O T f3•f�•C�1 G�^ -l4 f5- . D mcxs t- QT-t -eA3 f3- ��-L�•Q«�sy - T �L• '13-101.0- ©•C7' -eJ �•£�S• �'eTg:•�.p'?. �•Q• T s'C?)`i4- �'Q�4•�•Q4•�Je''�+« END CONNECTION DETAIL(Z) END CONNECTION DEETAIL � ®' TAI 8�'O' END CONNECTION DETAIL 9 END CONNECTION DETAIL CO -- ;'; E75-n-7 fare-4 e75m rwvi 1 -D' UM p" A•tpa4'. tl{•4 TAPWtI AtitND:iS frQ:/f2'S.Y.$.,— -^ ETUDs REa'0 �Yl,tit' ofo ofi. I f?ISDwas Fehwpr Ao,2'O.G. PMIIPAi10Y b,1'D.C.1 10 QLAZ r� r SEE U1.1gAnONS OF USE FOR �--:�- 4. StADErUA ON SHEET 19 T�0 ts ( t � _` � i F / f t' •! / � �r,Tae era mw+0 1 -- _i aarDams� I v2iur: s cn eQDa t�cn ----- t J�// ._..1 4 __ •i Of OR'g- 4 I � - i 8 aA®oA I Dov tiv�D44 .CA�W.� -LL6.W •b-GQ«�•p•�s. Tau n•.ra �+5 noa�� rw p.>✓.{4.sLrj.fS. PLAN rca LTi-t L�•Ej�3.. O.0• -Ll'C}0- aJ•6?'6�•Ct'Q•�'« b•t3«e"3•LblaJ•'L$- C�-+ DETAILS END CONNE C�TION DETAIL 13, END CONNECTION DETAIL 12 FLORMA BUILDING CODE{Non High Velocity Hurricane Zone 0Q`. �•' 02017 XTECO,INC. 02017 EASTERN UETAL SUPPLY.INC. ENsF A BERTHA HVTM Accordion c A A IIL EC O ANG. ■ . ■ ordion Shutter System H.V. RADE#1 W/OR W/0 H.V.a MOW MADE d : * TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems Iv,t DEStfMTDR DATE OAAYM OF: L.D. �0'a• v� 6355 Ii.W.36th.SL,Eta.305,VAMA(AR=M raaeW 33le Association, Inc. 1 OLD 15-085 127/1 GATE: 07/27/17 Pnana:(3os)871-+s3a.F..:(305)871-15ar 4288 Westroods tarive 2 DRAWING No s'•..• �ytr,,;t e 01(It...C-LC West Palm Beach, FL 33407 s E9- 6719 ws�aNA4 ir� '' wuaEa".0110 trwT Jr.P.0 --107 P.E."S£A!:/SIGNATURE/DATE ROROA UC.S 44+e7 6 SHEET 8 180F 20 �; • GENERAL UM TIONS AND CONDITIONS OE lJGE PQR BERTF{A "✓'t t.RAX.A.S.O.DESIGN PRESSURE RATING:{110,-110 P.s.f. 2.MAX.SHUTTER SPAIN:Be 3.AUMtD MOUNTINGS:A.0.G&H ON SHEETS e,7:AS'HELI.AS ,..y MM�OUNRNGS M,0.T.U^&1 W�2ON(SHEETS 18&172�j z tAdtpp fi A(2RX SONLY CE INMA SYUTiEED OR OPiPt�iC t YC f CASE a xOPP NO s ✓ OCYM/T t pP.OP� N 1 s aC2,, are E. ♦ ♦ ♦ • , " 5.(A)HV WINDOW BLADE(1 SKILL ONLY ALLOW A M=UUM OF 5 CPM-WSTYP.FA.ENO ♦ r r rr (34 HOLM FOR(4 PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 (e)14111.CLEARABLE FROM TOP OR BOTTOM EDGE OF W WINDOW B7AOE 1t� L/AX.5 WN1a0ffNS a s . ♦ . r♦/ • r' OF ANY 3'0 HWE FOR®SHALL Be 12'. ALLO'NEp AT NV In WW60Y1 BLADE r tAOE 1� (C)nRST OR BLADE COADNG OUT FROM STARTERS At ENDS MAY BE NY 4nNODW B • ♦ ♦ i •• r• (0)W WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID MJ 81ADEQT ' THROUGHOUT SHLRTER'S WIDTH. • • . • • . ♦ _ RAATES SHAI.1.ALWAYS BE INSTALLED ADJACENT TO A SOLID W ♦ ' r • } (LACE 1 AT EITHER SIDE OF THEM. _ qq� ' Q$71 • (F)POLYCARBONATE HV WINDO'N 94 5HALL BE INSTALLED SO TABS FACE SEE END i ag88 j� THE INTERIOR OF THE OPENING BJNG PROTECTED.tN W¢tDDw t MUSP 8E CONNECTION s s ♦ s . 13 ` (-", •' ,' ONLY SAILED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA DETAILS ON SHEETS N . 3 $ FULL HEIGHT. 10& IB TYPLx >R S.SLE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS RSO W004 FTLMAE t ) A [�y+5 d BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN AD(SEE NOTES P P `° = t&2 ASOVE). LO C 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED _ CONCRETE ORCONCRM BLACK WALL ON SHEETS 12&13 1S LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). LJ 8.I.WaUUN SEPARATION TO GLASS SCHEDULE,PER ASM E-1998; - I(SEE PNAN FOR REQUIREMENTS) D H TIP TOP&BOTTOM WIND ZONE MINIMUM SFFARATK}N 78 GLASS NUUUEO VADM ') 1 THRU 3 t' ELEVATION M SEPA'RA�`N TO OVSS 4 6.2s IX15T1tIG OUSS SEE SCRrEp-LL ON SHEET Il FOR allm#I -.-..�.,,,,, __ ALA ON THIS SHEET FOR 13ADfS(D& — — — — -- — -- -- ---------/ice--- 1\ —^----- --------------- 4 T� / I 116 '/ / ! 1 1 � f �, 7yp. SYMM RNCAt CENTERMA7E5 Q � r`� / W/O '(S NOTE 4 ABOVE) PLAN TYPICAL In HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* ��--- -T4�- ++++�f uA T FLORIDA BUILDING CODE(Non Nigh Velocity Hurricone Zone', •G �`+� .4,/�:,' 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. S$ �� BERTHA HVna IVLUE77,N�. A■��'■ ■A■ Accordion Shutter System H.V. BLADE#1 W/OR W/0 H.V.VAM W MADE American Shutter Systems REV.N DESCRIPTION DATE DRAY,11 BY: LC. 9 , �UF ♦ TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-065 (27/1oA1E 07/27/17 a Al A V ' 63SS H.W.-16M%.Ste.JOS.uR:NM GFCM FLOPRA 5116 • Pham:(305)871-1530.Fox-.(305)871-153t 4268 Wes#roods Drive 2 DRAWING ND 7 ;ANN �j•r —.03;wtac0.0— West Palm Beach, FL 33407 3 "�r••' WALTER 1UT 4.P.E. 4 17'•t V FLORIDA Lk. 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE s 18 OF 20 1 F INSTALLAT QNS WZ (j) HV BLADE & HV CENTERMATES -j 2.000-Max, -6 wo, - VARIES 1 Ift 3 GRADE 40 at.V-G-60 MY.STEEL rri— 2z'L404 3r. INTO METAL STUD WALLS UVTAL STUDS AT,STEL 404 1 ----- --- 1/2 .4 5� I/4"13 NOMINAL Im. LIMI AW GENERAL QNS AND CONDITIONS OF USE MINUM SLEEVE 4�D FOR BERTHA- HV BLADE ACCORDION SHUITER 6063-T5 ALLOY GALV STEEL a 6'D.C. SYSTEM INSTALLATION TO METAL STUD WALLS SEPARATION TO GLASS SCHEDULE 3.000" AWU A-063 GRADE 40 Mn.0-60 r— GALVAIMED FASTENED TO STUDS DUSTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) IV/(2)fC4/Z'1EK XR075 OR M� W f 2. MAX. SHUTTER SPAN: 84" ItITMOR&EXTERW FACE AS AM CABLE le WIND ZONE MINIMUM i ASTM E-1996 SEPARATION LENGTH + I' EXTSTING cu.A MIN. "CLASS ON 3. ALLOWED MOUNTING:(9 ON THIS SHEET. TO GLASS 43 —200" BOLT (SEE SCHEDULE) 4. ONLY CENTERMATE Q21 W/n24 HV LOCK ARE ALLOWED I THRU 3 1• 1/4"0 MUST PENETRATE T" WITH(2 Syrim 0�1 ARRANGED LOA METRICAL LAYOUT. USE 0 (2)n,35 (6' NO, MINIMUM) MUST ALWAYS BE 4 4' II I 1 3/4'.6 1/4".0.035'Twat Ma,. EMS11%mW 4sw INCLUDED AT- ERJOR,OR INTERIOR ACCESS SIDE OF Uv.STEEL Mal,OM"Et. AS APPLICAME CENTERMATE. -050 A-653 GRADE 40 wr,0-60 GALVANIZED FASMICD TO STUDS (2)16.1/2'TEK SCREWS Ofl a E)OURIOR FACE O.C' 1/4'0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FORI ELCO CONSTRUCTION /2' 1CENTERMATE 0 f2 APPLICATION WITH BLADE(D PRODUCTS FAR—LOK HQ I Ilz*.0.035,TH" 0 6- O.C. COMPONENTS tAin.AM A-6S3 CIZAADEE 40 .1.1-60 GALV.ST":EL #.MTAL STUDS AT to' D.C. WALL HEADER/SILL INSTALLATION r-E)aSTING FINISH AS APPUCASLE $CALF- 3/8�= i' (7YP•MP a 501TOU) —————————— 1 314%6 1/4'.0.035'THICK Ui. GALV STEEL TRACK CHWIC AWA-15S]l GRACE 40 On.G-COL. E—XMT—ING—CLA—SS— MVANIZFD FAStENCID TO STUDS SYM-METRYCAL C&I'S'.1/2'TEK SCREINS.ON CENTERMATES W/ 1 1 UCENTERMATE (SEE SCHEDULE) Mox. E:-; RIOR ACCESS 510 W I N.SEPARATION VARIES 1�kll EXTERIOR FACC TO CLASS 2' Y IN (TYP') K,u5b(6,1.f,n.) 4 4---------- ------------ y ---—---—_---- ------—--- ---- 21 21 21 . 21 1 2)4 AT _!_??_t_ HEADER/5IVIEW Y HV ENDS -- -------- -----�/_ ­ ._-.1-1__ - \43_�(6'Min.) \-�2 4) SIDE CONNECTION TO TRACK 4 12 3 1/4"(Trp)—6 1/2'(Typ.) 7• — • i 7' 1 1 6 1/2"IAAF.SLAC, **__� (Cont.) ALADE-SLACK DETAIL HVF _HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY, INC, 02017 TILTECO,INC. ......... BERTHA HVTm ... EN .%.5p Accordion Shutter System 1;,rEc o A.S.S.A. RV. BLADE#1 W/OR W/O H.V.WIkWN BADE L.C. American Shutter Systems DATE DRAWN sr;REV.k OlISCRIPTION TILLIT TESTING & ENGINEERING COMPANY em NN,36th.St,Ste.105,VIRCM CAROM IFLOWA 331�VA= Association, Inc. I OLD 15-085 P/27/17 OAT6 17 np (305)871-1530.r"-(303)871-1531 4268 Viestroods Drive —2 —DRAWING No ­ndl:tat".000 West Palm Beach, FL 33407 —3 7—10 7 P.E. S EYD"A .......... WALTER A.TILUT Jr.P.E. 1 SHEET '` 'TE nCRXM U..j"167 5 0