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HomeMy WebLinkAboutProduct Approva- Accordion 1 r„ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Product Approval USER;Public User dt* r W pmdv t A w"al Menu>Product or AUwticatlon Seismh>AopkAtion List>APPtication Oatalt FL# F1389-R9 Application Type Revision Code Version 2017 O Application Status Approved Comments 0 Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive O West Palm Beach,FL 33407 (561)209-8263 0 bfeeley@easternmetal.com Authorized Signature Bill Feeley 0 Irodriguez@easternmetal.com Technical Representative WO Address/Phone/Email IZO Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter 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. Validation Checklist-Hardcopy Received Certificate of Independence F""" Rg `-vi AMERICAN SHUTTER SYSTEM ASSOC_-INC, DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF F 389 R^ i-DI AMERICAN SHUTTER SYSTEMS ASSnC,INC. DRAWING 17-106 CERnFICATtnN OF INDEPENDENCE(lLPOF EJ 389 Ra COI gMERIGAw c"LrrTER SYSTEMS DRAWING 17 108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Yew 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 u Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ) -Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 1/-lOB BERTHA HV ACCORDION SHUTTER SYSIEM.PUF 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 FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party: Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of X72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)-Drwg 17-107 ;top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: Pio X89-M-[I AMERICAN SHUTTER SYSTEM ASSCC.. 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 load depending on centermates and Evaluation Reports locking rod configuration for the HVI blade, 6'-0"for+64, - FL389 R4 AE AMERICAN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f. for metals Stud mountings and 8'-0"for 110 p.s.f. REPORT,PDF for HV1A working in unison. See sheets 7, 11 and 20 Created by Independent Third Party: Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTFR SYSTEMS ASSOC, INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant: Yes SYST.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc, Other: _drge missile. Max. 16'-0"span at 30 p.s.f ASG load Created by Independent Third Party: Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes Xaak r1e.Yt Contact Us 2601 Blau Stone Road Tailahassee FL 32390 Phone 850-4871824 The State of Florida is an AA,1EE0 employer.Coovddbt 2007-2013 State of Flonda-::Pnvac-r Statement::Accessibility statement;:Refund Statement Under Florida law,emad addresses are public records.If you do not want your a-mad address released m response to a public records repuest,do not send elertrontc mail to this entity.instead,contact the office by pi,one or by traditional mad,if you have any questions,please contact 850.487.1395.•Pursuant to Semon 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 emalts provided may be used for official communication w m the kensee.However email addresses are public record.It you do not wish m supply a personal address. please provide the Department with an email address which can he made available to the public.To determined you are a licensee under Chapter 455,F.S.,please dick Dere_. Product Approval Accepts: GENERAL NOTES: I. BERTHA M.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D) HAS BEEN VERIfIFO FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-085, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (&',.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20 IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS ARTA 1: HV BLADES C7)h BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED,A 33 x INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM USED fN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CO--1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BEIRITIA HV ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL.SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADE(D #021401-03. /0715.01-03, /1004.01-05, #1214.01-05, /0317.02-06, /0609.01-10 AND/0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 9• HV BLADE(1)AND HV WINDOW BLADE inA AND E-1996 STANDARDS(MISSILE LEVEL 0, WIND ZONES 1, 2&3)& #1220.01-10 AS PER TAS 201, 203& 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BEADE (9 1050501-08 AS PER ASTM E-1886 AND E-1996 (MISSILE IFVEL 0.WIND ZONES 1, 2. 3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. My BLADE Vii)AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3. BERTHA M.V. ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL-BE#14x2.75"AND 114.1.75"RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS FN SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kei TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUf'ACIURED BY A'PROVED COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE MV MARKING ON THEIR HEAD. ENO CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLO`•15 30.0 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5,ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE At BLOCK SHEET 13 ANO SMALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3 4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6. Rai IS TO RE ASTM A-307 GALVANIZED STEEL.OR MSI 3G4 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 U - 12.13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 HV BLADE 0&© WORKING IN UNISON: 12, 13& 15 FIND CONNECTION DETAILS 7-12 & %. WOOD SHEET 18 8. THIS BERTHA H V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL-ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 05'458.179 ISSUED TO EASTERN METAL SUPPLY, INC. AREA ;: HV WINDOW BLADE ONLY 9. IT SHALL BE THE RESPONSSIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING N CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/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 HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL fN AND HO AREA 4' HV WINDOW BLADE()ONLY CENTERMATE)AND ENGAGE OR LOCK ALI.HV AMU HU LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL STALL BE INSTALLATION DETAILS, METAL STUD WAIS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHAT.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISOICi10N WHERE PERMIT IS APPUEG TO. 13. (a)THIS P.E.D PREPARED BY THIS ENGINEER. S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJFCT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASF AND INSTALLATION INc1UI11NG LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED I-E/SHE DOES NOT DMATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c) THIS P.E.D. WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (17)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R_) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PTO. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE V.E.C. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT W2EPARED R. FAIA/2A//q4�i FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone 1111�\ /�• „L 02017 nLTECO.INC. LG'2017 FA;T F.if. KETAL SUPPLY, INC BERTHA IAV IM AAccordion Shutter System �IL E C O INc A SSA. RV. Q/DE #, W/Oft W/0 RV. VANDON RADE *�L` �t American Shutter S stems ��7f1TILLIT TESTING & ENGINEERING COMPANY Y EY.R ocscnwnoH oATE nRAwx el L7 ,* % Association, Inc. OLD 1$-08s 7/v/1 DATE. 07/27/17 14vv ,A 'Its xw ]6m 5L.w.JOS NMGIHM wWa95.RWO�5116 4268 Wesiroods Drive 2 Pnon< (]05)871-1530 Fox (]05)871-1511 �DRAWING No ACfx•., \ .--F.la�119- West Pelm Beach, FL 33407 3 7_107 •"V/ a 4 ,111 wnLTER A •TWT L,.P.E. 4 FLOPOA I.C. 1 44167 5 ETP.E. 5FRtfs#&a4#URE/DATE 6 OF Cr'MR MA"wM p Y-A2'-E5 1 - 1 1 _._. 4.371• I ` -._..._ 4.]BS• iL.__ 0. `]> C857' 4.9YY• •:e�s J1 HV SOLID BLADE HV 90'180' STARTER O OUALIFIED FOR USE W/ COVERED UNDER US PATENT / 5458179 QUALIFIED FOR USE W/ HV BLADE1 <�HV DIREC HV BSE 01 :7 HV WINDOW BLADES 8005-TS ALLOY AND TEMPER QUALIFIED FOR USE W NV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ASLOELLOY A 1T6)TEMPER :124*- 124' 6063-T6 ALLOY AND TEMPER _ 15WF— 085 7 2.M7 994'f n 1 .670' 2.276" 72 842 n ' ......_ 4.897' L. —— I RI 1'I E15• 2• JI �J\ \ i q 4.436' 1—1. ._ -11920 i 3 1-- ----------•"--"...._...-• 71 HV ADJ. ADAPTER W/LIP OUALIFIED FOR USE W/ HV HV WALK—OVER TRACK UHV ADJ. FLOOR TRACK BLADE(1 OUALJFTED FOR U,�E w/ HV 9)HV TRENCH TRACK 5' 3.750* 6063-T6 ALLOY AND TEMPER glgpE(1; QUAUFTED FOR USE W/ HV QUALIFIED FOR U E W/ HV 6063-T6 ALLOY A TEMPER BLADEt�oNLY. (1a HV RAINGUARD BLADE• 6063-T6 ALLOY AND TEMPER `•QUALIFIED FOR U E W/ HV 6063-T6 ALLOY A D TEMPER VARIESt + VANES 1.936' 6063-T6 BL O EA1 TEMPER 1.917' . I •Qi , 'I F- 0 oer -093. _ .063• .003 �. .093• • .12 - +ao 670 r. "Q! 670 { 1.686' 'lm'' 670 3.629• Iwo. I '•6i0,. r'�y �1? HV HEADER (13; HD CEWNG HEADER/SILL a•s2e'. ` NL EDJ'V HV IUING HEADER QUALIFIED FOR usE w� HV BLADE!1 ONLv �ND WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE]. ONLY. 6063-T6 ALLO AND TEMPE QUALIFIED FOR USE W/ HV BLADE�) SEE SECTIONS FOR VALIDITY- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W%Hv 6083-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE T)ONLY. 6063-T6 ALLOY AND TEMPER i j COMPONENT A B T1 T2 X Y l aA Y t 2• 2• 0.125' 1' +• .062 (� 2' 5'MAX.: 1/8' 1/8• 3• 3' 10090' ...... 5_p 2- 5•MAXI 0.192. 10.192" L---�-_J 16 SIDE ANGLES B ALUMINUM ANGLES 19 2.s r wx. 0.+90' 0.190• CORNER POSTS QUALIFIED FOR USE W/ HV I QUALIFIED FOR USE W/ HV BLADE v QUALIFIED FOUSE W/ HV BLADE 6063-76 ALLOY AND TEMPER BLADE 1 ONLY. --T y S'MA%.'0.132- 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLY AND TEMPER e#A'ff,,, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone '�.� 02017 TILTECO•INC. 02017 EASTERN METAL SUPPLY, INC. B R A WIN, Accordion Shutter System ✓ I L E C O I.0 A.S.S.A. y / TION icI utter teMMIN BY. LC. ms KV. BLADE KV. VNPOCAN BJOE TICCIT TESTING h ENGINEERING COMPANY American t aTTTT ssoc O on, Inc. 1 OLD Is-oas 7/27/1 wa: 07/27/n 6355 ww.JYh St.SW.305.WP AHEM .r_OP 1,. -----=,Q�.� Phone (305)871-1530 Cor: (305)871-1531 4268 Westroads Drve 2 DRAWING No /� 'ei A •- w mu�obo Cera West Polm Beach, FL 33407 s 17-107 7� 07 e ` t C 4t. •.•DAIO�.%�V 111 C9-0006714 .VVsIO W.LTTP�.w fi4 r.N.L. �" d roR107 1.: t 44167 s _...... SHEFT P.E� IaTr114E/DATE 5 2 OF 20 cow" 2.265' T-- �, f(ATKAD 11,T..;;Z --20 3- .745' waD PA.= /4 -OK CAST L -062' A S4 2' PLAYED) -71 �k p - 1� HV CENTERMAIE HV EGRESS LOCK OUALWEROR USE W/ HV BLADE( 221 HV FLOATING CENTERMAJ� 7-C QUALIFIED dE W1 HV QUALIFIED FOR USE W/ HV 63-T6 'P& ONLY BLADE(1--& (1k,ONLY ------ BLADE ONLY. 60 ALLOY AND TEMP' QUALIFIED FOR USE W/ HV E I & BLADE 10& e ONLY, 6063-T6 ALLOY AND TFMPE� �2�j HY CORNER CIENTERM61E LIFIED FOR USE W/ HV BLADE U1 I ONLY 250'0.0. Ste; 2,874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD i . 1 —32 V 17$6- A22- whDr.a TO 4.045" SCREW '-TL360"AFTER RrVETING -T BEFORE RIVETING 1/4-0-20 x 3 . /4 1/4"9-20 RIVNU'r* S.S. THUMBSCREW SERIES 9444 ALJMIN-(2024-TI ALLOY)LARGE I'LANGE THIN SHEET NUTSERT.PAW 111 0870.AS MANLIrACTURED BY AE OU C.I.IE 8V 'A.111-. 4E.1.1.1..OR EOU�. PLAIN FRONT CLEVATION BY MALE 'T" LOCK CENIgRMATE @ 8V ALTERNATIVE LOCK '2 LOCKER FOR "T" LOCK CENTERMAT QUALIFIED FOR USE W/ HV BLADE CI)ONLY Hy FEMALE "T" LOCK CENTER UE HV "T" LOCK ALLOY QUALIFIED QUALIFIED FO USE W/ HV 6065-T6 nED FOR USEB QUALIFIED FOR USE W/ HV BLADE Cl ONLY QUALIFIED FOR USE W/ W BLADE(T)ONLY LADE I ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND 71EMPE*� W/HV BLADE 01 ONLY. 7- —\.THuMeIURN 063 CYLINDER 214- OR 003 KEY CYLINDER IL 062 675'Mir !!j 0 1 In ti .125'M- J3 . HD CENTERMATE W/ NO LOCKING ROD 32 HD CENTERMATE Wf LOCKING QUALIFIED FOR USE W/ HV BLADE'P111411 QUALIFIED FOR USE W1 HV BLADE.I'& (lk 6063-T6 ALLOY AND TEMPER HE) CIENTERMATE'S INSERT 504' AFI!U� 131 114 6063-T6 AI.I.OY AND TEMPER QUALIFIED FOR USE W/ HV BLADE('I'& — 4!_ 6063-TG ALLOY AND TEMPER "1 1-20 SS.OR 3/8-0-16 8TURN Q T`A� 1112" CYLINDER 07 (SEE DI go OR KEY k CYLINDER I.. Min 1 78"M— LOCKING ROD HD LOCK QUALIFIED FOR USE W1 HV BLAOIEC11. S7, HV 1/4* LOCKS-2Q AISI 304 Of REGENT HARDWARE MORTISE LOS SERIES 2333 HOOK BOLT LOCK 6063-T6 ALLOY AND TEMPER C& HV -16-.ACETAL - HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(:I)& "Is IN TA WILL REQUIRE A 7/16 THUMBSCR QUALIFIED FOR USE W1 HV BLADE I 5 ILL T V= FOR PROPER EMBEDMENT QUALIFIED FOR.V,%,)yj.HV BLADF,�) DQ E A KS FLORIDA BUILDINGCODE(Non High Velocity Hurricane Zone,TI � ,to 02017 TILTECO,INC, 6'2017 EASTERN METAL SUPPLY, INC. BERTHAMV—. % TILAccordion Shutter System A,S,SA. KV. a"#1 W/OR W/O RV. NXIN B!" E70 ,,r. 7 . . TILUT TESTING & ENGINEERING COMPANY American Shutter Systen'13 REV.N. K$CRrTHM DATE DRAW BY. L.C. clation, Inc. N5,'�..'�S�'�.11, Asso I OLD 15-085 D7/27/17 DATE' 07/27/17 STATE SL.— - (305)871-15,30 4268 Westroods Drive F.. 2 -10,b1t.0— West Palm Beach, FL 33407 3 DRAWING No ES-0006719 4 17-107 Ir 01, WALTER TILLII;�, 11 P.C. • FLORIDA L, p 67 SHEET P.E. DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR r 12 MIN. LEAR kNCE HV 10 HV 64 0625' TO BLADE TI O HV BLADE i Glk 1111 WINDOW BLADE '.a.- 0625 .6625" HV BLADE 1 A—---------- BLADE's .0625 75 Y - HV LONG RECESSED NYLON BUSHING KNUCKLE I . (TYP) HV SHORT RECESSED NYLON BUSHING WT 0. P RI 7� T JLAT PORTION HV NYLON HAT WASHER @OR (g J50' —----- Zn (43 HV WHEEL CARRIAGE AJSI 302-303 SERIES -14 02�50 --- o.870%3/16� THICK NYLON WHEELHV WINI" 2 7/8-MIN. CLEAR o30 SEPA 3.7500- 0.188"0 AISf 302 SERIES S.S. RIVETS SET= -06254-0625' —----- --------- EILAM t 5 3/4' SqWgh_X-X HV 1 3/4" ACCORDION PIN W1 #8 HEAD EXTERIOR .4 J� OPENINGS ON CENTERS 7 HV 2 3/4- ACCORDION PIN W/ j-2'I/4 #8 HEAD 4 CLEAR i TYPICAL HV WINDOW BLADE AND 7 F-Lff 1--- -14 7p' TI 71. POLYCARBONATE IMPACT RESISTANT HV WINDOW T POLYCARBONATE HV WINDOW DETAIL AOR (!3 or ((SEE NOTE FOR EDIREMENTS) @OR POLYCARBONATE IMPAGT RESISTANT HV WINDGW BAYER MAKROLON 3103 POLYCARBONATE 'MIN.CL E RESINS, UV-STABILIZED GRADE OR SABIC 12 L INNOVATIVE PLASTIC LEXAN 103 RESIN QUIREMENTS AT EXTERIOR BILAIDE KNUCKLE FOR --20 BLADE U P!N* OR r-- (SEE NOTE -F- ON SHEET 19). -.1 Hy w(1h ------------- (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR POLYCARBONATE SOURCES FOR EXTERIOR R[3JLT HV (9 BLADE. —------ WICAL SHUTTER ASSEM.-I HV N OR ATRLFVi 5 EXT IOR ONLY AT BLADE'S HV PIN (9 MAY BE USED IN LIEU OF AND (2) at EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D on 374'- (SEE NOTE * F-oR spEanc cR«nYD— o.ou BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. .04811- REQUIREMENTS) FLEXUkk STREWN AT yll!ln ASiW DIW 13300 p- 13.4 (3) HV PIN @ OR 0 W1 1/2" O.D. 1/16" THICK S.S. WASHER IUE-lft�� .1. PER BrACL SHALL BE USED FOR DIRECT MOUNT INSTALLATION DETAIL X, Uw 02" Is—V/' 11 R-w/In SHEET @ 0%:.!=DEMSrry .5T.1 0J W 03 412 X 64.6 S*EL CARRIAGE DETAIL O�PEMRLY LAYOUT PATE W L� . 1 C-1 IXASS ,, si:Lr wNrnow Astw D1929 'w 960'F AST.Qlbb TEWW STREWIH MIER WEA0.WNCJ ASTv 635 9302 p:A ..j T) HV BLADE SOLID A I-A HY WINDOW BLADE DETAILS n;oSu sTAm Mw ww�41 Asw 6m p i. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, .• ....... C2017 111-TECO.INC C 2017 EASTERN METAL SUPPLY, INC. HA TM 110 0 INC. FLV. a" #1 W/OR W/O KY. NDOW BLADE Accordion Shutter System E C A.&S.A. American REVo can Shutter SysteMe *N013CRWMN DATE DRAWN BY: LC TILLIT TESTING & ENGINEERING COMPANY AAssociation. Inc. I OLD 15-085 07/21/17 DATE: 07/27/17 a.Ts5 N.. S.,MS. C 4268 Westroods Drive 2 (305)871-15M.Fox:(305)871-1531 DRAWING No —wal.blt—e-w— West Polm Becch, FL 33407 EB 17-1 07 WALTER A TILLIT FLORIDA "167 5 SHEET P.E. SEAL/SIGNATURE/DATE 1 6 -----4 OF 20 -7 11j 3" �IX�5� 'NOTES ON HV LOCKS AND CENT aueTF4• —0 j:" 0 3: l 1. MANDATE COMMON J1: ONE HV LOCK�2} w SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN `• OR 12•ABOVE OR BFOW J,(2 OF SHUTTER SPAN FOR SPANS UP TO 101AND FOR INSTAL T10N5 T ANY ELEVATION. HV LOCK.� or�8 MAY BE USD AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO�1 OR CENTERMATES W/(2) 1/4.0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON —`^`'- I TYPICAL SHUTTER ELEVATION. C�a 2. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 2 �_ OR:t§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTEREIATES(zj _ r L1-0 OCATION OF BE AS LOCKS (NDICATED ON NOTE (1) ABOVE. SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1 3. OPTIONAL 001IIIIINTION A2 ON CONDITION J1 ,� ,�-�� �2 6 USED Wl11M0 M.V. LtrYc)• LOCKING RODS ARE NOT REQUIRED AT4 URRICME POSITION, BUT MAY I ^ I �4i"`•L"Jp1K.J°Rt'�"'"a� ��OA'�5 BE USD IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE i 'tC�7Kr- I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3 4 ONE HV LOCK '99([0 SHALL BE USED AT CORNER CFI4TERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. FV LOCK R4 or f*SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO k CORNER CENTERMATE W/(2) 1/4'0-20 �S x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP k BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. tl Noc- MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. NE TDIIIES 1ATIONS ATTERNATE HV ANY ELEVATION. NATE LOCKky BE S0 MAY BE USED AS AN INSIDED IN ULU OF HV LOCK Qj or -OR OUT Ig DEFOR ANY SLOCK�A77ACHMENT OF 1/4.0-20x3/4" S.S. THUMBSCREW TO 6 OR @ CENTERMATES SHALL BE MADE W/ 1/4.0-20x3/4"ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO / C��mgj^, ��VV// LOCKS AT 1/3 OF SHUTTER SPAN. \ 6.MANDATORY CONDRION 3 FDR FYS7IIN MOUNTING INST I ATXM- -� I ONE HV LOCK or Q. or�� SHALL BE II I Li USED AT 1/2 Of SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP -- ( TO 964,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 4E4 or 9 or® MAY BE USED AS AN INSIDE OR LI OUTSIDE LOCK, ATTACHED TO @ or 0�SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x I/2"LONG FLAT HEAD S.S. SEE END-• M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. LASE OF LOCKING RODS 0 W/ CONNECTION i OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D f C N I J K L M SHEETS 10 h x --- 18 M. FULL II HEIGHT. I �" 1 CE CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES• I SECOND ALTERNATE TO CH Y FUR HV 7 CQMERMATES 40 AND NTERMATE ONE ALTERNATE HV "T•LOCK MAY BF INSTALI.ED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND (1�2 a�a�•lJ,px�aT(TO .� px `I INS1�"TION AT ANY ELEVATION. ALT NATE LOCK (j� Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE (@+ I�ox©+t�J ox a CONNECTED TO CENTERMAES®AND fA W/ 1/4.0-20 x 1 1/2"LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" �- WINGNUT OR W/ 1/4-0-20x1•S.S.M.S. INTO A 1/4"0x 5/8•RVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" �C'''I`7'�''�j'aG•�? '®"' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS(j�TOP AND BOTOM IS MANDATORY. °"' '�N *NOTES ON HD LOCKS �FCENTNTFRMATES 1. HD I= �(HD CEIIIERMATES X31 W/i3 E ONE ALTERNATE HD LOCK(' MAYBE USED IN UEV OF TYPICAL H V BLADE SHUTTER ELEVATION HV LOCKS(24 OR� FOR ANY SPAN AND INSTALLATIONS AT ANION Y ELEVATION.ALTERNATE HD LOCK�MAY BE USED AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK 34,TO®IS W/3/e x 3/8"F.H. S_S.M.S.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB-HVi AND HDC-FVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS eU IS COMPLETELY OPTIONAL.. +J JUJ/J//ilii is FLORIDABUILD! on High Velocityurricane ne 1111.....CEN..''��✓t= 02017 TLTECO,INC. 02017 EASTERN METAL SUPPLY, INC-. SAC••. 9r TIJ LVLT—E C O I N A.S.S.A■ Accordion Shutter System KV. annE #, W/OR W/0 FIV. WINDOW BLADE / *: TIL IT TESTING k ENGINEERING COMPANY American Shutter $ atema -00- •'', F - DESCRIPTION DATE DRAWN BY: LC. 00 ,• C r Q A% 63u W.3M %.SM.WS.NRpNb C -Nl6 FLORIDA 331Association, Inc.IOLD 15-085 7/27/1 aTe: m/z7/t7 IV PIKx,a (305WI-1530.Fox:(303)071-1531 4268 Westrocds Drive 2 DRAWING No ss�aNAl E � 111 wLLrEno-0067TIt J..P.E Wes( Palm Beach, FL 33407 a 17-107 7_'07 SiGFG�fURE/DATE FLORIDA Iic./44157 5 SKEET RE ��C, 5 5 F 20 ---CONCRETE ANCHORS POURED CONCRETE OR RETE BLOCK POURED (SEE SCHEDULE ON REOUIRED ? r 1/40-20x3/4•S.S. POURED CONCRETE— ) SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REWIRED I REWIRED I ��77� rOR (SEE SCM LE ON ' TWLL/1T5/O 12'O.C. __ EDU CONCRETE ANCHORS .. L%18 ONE(SEE MOINTru(g)M SHM 7) /�SHEET 13) , (SEE SCHEDULE ON SHEET 13) I t_ /J _t• NII'AIA ' . - 12 OR 1 \ I FED ^ CREWS t 9 —EO I EO �..- -........ + [.:. 20 N t/2'/ _ 01 2'- 3E. 0.• .250'Max. ,____ ..-___ --___ _250' E. D.• 250'Mo:. Ma. E.D.',. O.•OPTION• `-OPTIONALSt'w" �O E)OSONG MaN.SEPARATION TO G1A55,1 RIR aAOE mAND ....ICOR Q �.__.__(SEf SCI-DULE ON SHEET 19'E)OSTNIGg� IIMIN.SEPARATION TO GLASS '- 1 CLASSGLA55--I (SEE Sf.HEW, ON SHEET 11)_ -y "— Ex15DNG I I _ cuss—, ; )HV WALL HEADER INSTALLATION A; HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION_+ KEYSTONE I ----- MIN, SEPARATIGN TO GLASS _ EXISTING ..._-- -----(SEE1 GLASS— - sav(SEE 1 -. ._I I 1 OR II Aye I t .�1 E%ISTINr.____J SCHEDULE ON SHEET 11) ) MW.SEPARAOON TO CL/SS GLASS ,.•,I�I FOR aAm 4)"-- I `(SEE SCHEDULE.ON SHEET 11) BMES24 01I S.MT 1.M OPTIONAL .3 EXISTING � GLASS—+ ! E.D.• M.. OPTION . I A LEO F.O• I �_- I II II I ,I I II I L - —FHE Min.- •.! �_1/4'a-20x3/4'S.S. EW— PHILLIPS TRUSS HEAD 1/40-20x3/4'S.S. PNIWPS MACHINE SCREWS(SING CONCRRE ANCHORS TRUSS HEAD MACHINE SCREWS ._... CONCRETE ANCHORS ��.._ (-(SEE SCHEDULE.ON W/ 1/4"-20 NUTS O 12'O.C. ..-..._ I I'_ 1/4'-20 NUTS O t2'O.f,. POURED CONCRETE-1 SHEET 13) (SEE SCHEDULE ON SHEET 13) Nin. OR PO RED CONCRETE BLOCK ___- _..L.._ II�NCRETE AICHORS REQUIRED BLOCK WALL IE01a POURED CONCRETESHEET 14) D �D) HV WALL SILL INSTALLATION / ('ET SCHEDULE On (F�HV WALL SILL IdSTALLATION ,•, ._) OR CONCRETE BLOCK WALL REO)IRED E I HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: _INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER • E. D. -EDGE DISTANCE ♦ SEE LIMITATIONS OF USF FOR '''\I HV B LA D E ASSEMBLY (SEE SPECIFICATIONS ON SHEET t 3) BLADE tfA,ON SHEET 19 2- MOUNTRLC SECTIONS CAN BE COMBINED IN ANY WAY TO SUR My INSTALLATION. Ltl A '� FLORIDA BUILDING CODE( 9 Y Mon Hi n Velocit Hurricone Zone t� ••E••••' ✓' 02017 TiIlECO, iNC. ✓2017 Fi SIERN METAL SUPPLY, INC. ''�\C NSA .•.9BERTHA HTM a .' A S S A Accordion Shutter System ECO 1 N c. 1 L H.V. BASE#1 W/OR W/o HV. WINDOW DOW BL ADE •L Q ± TICCIT TESTING d ENGINEERING COMPANY American Shutter Systems EY.N tlEscalPtlON DACE DRAWN BY: L.C. I, ,� Association, Inc. 1 OLD 15-DBs07/2 /+7 �(.�'•.•�n.p1T�A .:' v T 6355 N.W.1— SI.Sa 30'.Wtl.Nu GMo?I5.F:OPW 3J a Pn�,�,.: (305)871-lsw ra.:(aDs)an-1531 4268 Wes(roads Drive 2 DRAWING No S� KALE 61LLI taL.00eca4,m West Polm Beoch, FL 33407 3 N —6.B-0006719 4 17-107 WALTER A.TILUT J, P.E. I•''� AAj7',,•I, FLOROA tic ,I 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 CONCRETE ANCHORS .aa sIDnvacll 1 OR �i♦ 1 CONCURETE RED t....._(�SCHEDULE ON SHEET 1J) 10 CLM cm EXISTING REQUIRED �\ EDGE OF (D— Sim GuISS._.-i' a s rt7 n l wP U 19 . ..,_._... ...... .... �___... w 51m 19 FOR i 1aNip PA�9 3 SUB IF —E. D.•—..•...-. APPLICABLE EXISTING d''�dA� ♦ '�(w yQ, I CLASS „ Al1ER/Mtt� EXISTING , I ANC I{Q O-i LOCATION i i 1+10x3/4'HEX WASHER HEAD GLASS--II I - 1 1 CR 13 OR 1 S 3/6' TEK SCREWS O 12'D.C. I 8 ? _ESIW�f. OF R 3/RJj-wL �-CONCANCHORS HORS `- i i C• ti (SEE SCHEDULE ON SHEET 13 fc ) E U I t APPIICABLE I � I OF c E.XIST1NC '' ' '' { SLAB IF F GF— { i 1/2' '-1' EDGE OF .-- EDGE OF___ SLAB M GLASS.____ SLAe IF _..__.._ ux swum+ '�L�IX I/ .0. .0. APPLICABLE ppURED �R FLAT HEAD CONCRETE ANCHORS m nAss(SEE Jam'{ RM CONCRETE —E GC (SEE SCHEDULE ON SHEET 14) aIt w 0 REQUIRED wa POURED ... ,:�-... REQUIRED -FLA HEAD CONCRETE ANCHORS O19© i;OR REOUARED E.D.• (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION AUD ONLY FOR UP TO r70, -75 PSF A.S.D. H HV FLOOR INSTALLATION t -L`HV WALK—OVER INSTALLATION 0 0�PR PRESSURE RATING U & FOR SPANS PER J3, SHEET 11 G HY CEILING INSTALLATION EX61tnc CONCRETE ANCHORS Ot'` "{ to awls ' MN snMW11o1 ` .—O T. 1 (SEE SCHEDULE ON 7 1/4'0 Rw SLUMEX TAPCpI SHEET 15) j AO,WNOFD U4W/OF0191 EXISTING --1N . -0w.ypyrw Q") `� TEC.0. Y 0RS1/4'8 PORR '/4' GLASS EXISTING EXISDNGLASS--. FASIENER9 TAPPERACHM W/ MAX. DLAss � _ 3/4' W.DMEDtR O 9 l O'� NFc Wa rta WLtT„) QC.FOR UP TO V-0'SPAN AND 7ffl- •-O.G.FOR 9416 LARGER MAN)/a' •, 19'-o'IY TO B-0'MNL APPLY--7 1/4' SEWW AT EVEN FASR#0 KM •SIFFF t)1 ,NR IYGT OI" 3 B' MAX.3 OR i S 4n(,7� w�R4 HEAD E.D•• ; CONT.SEAlw ' (i i TEK SCREWS- MRTT tz o.c. t+14x3/4' HEX HEAD..._i �- i SS MS,TEK SCREWS O 9'D.C. - i- 14x0 4'S.D.S. __ -30 wn5OR 1/4'•-20 S.S.M.S. CONCRETE ANCHORS 7F / —_ - .O 3/ O9'0.C. ..c_ 'W/NUI O 9'O.C. -(SEE SCHEDULE UN A 'l �.. 1/2 - tSHEET 4 ry / TRI/GRW.11 yip--_- /8 1/2'x-`c 1 = 17 \ 1 E.D. ` ,1Rw f0 coRATNE `� T-00' MIN. E EDGE OF i t —..SLAB IF \ S�\�_/14x3/4'F.N.S.D.S. L. MIN. POURED ODrREFE- O 9'0 C 'REDUIgEp / —CONCRETE ANCHORS "SEE NOTE 13(E) .— �- I, E0._____ POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 -pN SHEET tOTE xs) .- 0. OR OR CONCRETL BLOCK SHEET 14) POURED CONCRETE— Z .. __�. _�—_....._..._ REQUIRED OR CONCRETE BLOCK -- REQUIRED (jA)KEYSTONE MOUNTING INSTALLATION OP POURED CK� HV WALL FLOOR INSTALLATION �� WALL WALK—OVER INSTALLATION ''''SU.A.50.DE GN PRF.55URE: •N.-7Y pN CONCRETE IWIMN SNUTMR SPAN e'_V• REQUIRED HV RAINGUARD INSTALLATION t na>E NOTE FOR COMBINATION.OF SELTKk15: t REMOVABLE WHEN TM S INSTALLATION SHALL BE PERFORMED • C. D. EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT ♦ SEE LAUTAON S OF USE FOR I- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SIIEET 13) OR ENTRANCE BLADE .IDN=HEFT ,9 INSTALLATION DETAILS W Z 1. HV BLADE ASSEMBLY 2- MOUNT14G SECTIONS CAN BE COMBINED LL+ r FLORIDA BUILDING CODE(Non Hlgn Velocity Hurricane Zone IN ANY WAY TO SUR ANY INSTALLATION. I! P r ' iw 0201/ EASTERN METAL SUPPLY, INC. �`� \CEIVS� .•✓�L P20O7 7ATECO,INC BERTHA 1M S S A Accordion Shutter System FTME C 0 A. ■ ■ ■ TLV. IAADE gt W/OR W/0 H.V. WINDOW aADE "o American Shutter Systems '• TILLIT TESTING k ENGINEERING COMPANY y DESCRIPTION DATE DRAWN 0 L.C. eQ � Association, Inc. 1 OLD 1s-oes 7/n/1 DATE: 07/27/17 Dom,' �/ A 43sa N.W.31Nx 91..SU 309.WWW WR006.FLGWDA 331�:•.,�BjQ_* L7 4268 Westroads Dnve E PMru:(SOSp71-1 S30.Fax:(305)071-t331 �RJAEING NO.-m- 30.Fax:(3 Wesl POIm Beach, FL 33407 3 OMAL EN61'H' E6-0000719 4 7—107A.AA/ WALTER A.TIWT r.P.C. 9FLORIDAL:c./441 e7 ET P.E. SEAL/SIGNATURE/DATE 6 SEE END WALL >ILS ON SHEETS 10 & _ \1 SEE NOTES ON LOCKING RODS Q,N LOONS Q or Q OUT I N ^ EXISTING GLASS INSTALLATIONS W/ (1 / H V AND ALTERNATE MV LOCK®ON SHEET S. OR ALL BLADE W HV CENTERMATES **BLADE IES,MCaro W1THBLBLAD`E 24 @-0.®o" 1 ORSEE END WALL-EXISn14G GLASS DETAILS ON SHEETSCONNECTION � 2'x2•.1/8•.0'-2 ®.®a�e®a®. 3 1/4' T .I (&M}Te ALI"ALUM. ANGLE w/2) 1/4'I 7APCON 1/2' oR QPPQSING ANCHORS TO CONCRETE ' I YMMETRYCAL (TDP/BOTTOM)B tOz3 4'S.Y.S.O ,r CEN ER ATS CENTERMATES(4)/t0AT EACH S.M.S. E.TUBE; / / / W r MIN. SEPARATION AT EACH ANGLE.(TYP)I I O.C.FULL LENGNT. W/ HV LOCK or ro GLASS 7 N I * (/���,Fy'c (SEE SCHEDULE 5 \I ; ® w ��* IN V 3 ON SHEET 11) l i 5 112' LO F «o-&Oae0 0.®4R - O _._0a0 �,,���p OUT lo•®«�©.�«©.©RR HVA HV a oR s • T Rio. oR HVC © ® O O Q•O ® POURED CONCRETE OR j'j{1O.0•©aO.O'��—`•\ --——_-— ———— ——.— .._. . a •® �IXI$I1NG GIAS$ i CONCRETE BLOCK WALL. EXISTING � ��•®_© ® REO D GLASS 0-6. P�nD �� /S�YEM�7M�ECT�IRIICAL (—IN �•�7 •�"�6 • MIN.sE ARAnoN -- --_ © ®q ....i GLASS \'-1 1 1 ,brr.rnr.T S* l ®.®aR�.®oR®.®oR TO GLASS CJ /-� 1 OPTIONAL (SEE SCHEDULE MIN. SEPARATKIN� .'_ ———®.y, ('J q* ! INTERIOR) I O•®w'®•®a 1®•�S ON SHEfr 11) TO CLASS L`.7 (SEE SCHEWLE \ IN OPTIONAL \ ON SHEET 11) (INTERIOR) -- -` OUT L -— - - 1 �-. 1 i ,c°Ra --- >Ir 18.O.C. r n3 VARIES 6 1/2' SLACK H—2 OUT (EXTERIOR) HVE OUT _HV TF** I FLORIDA BUILDING CODE(Nen High VeIOCity Hurricane Zone ` ''1�EN ✓ ' 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA TM IL E C O tN�. Accordion Shutter System �� A,S.S.A■ Kv. BLADE #1 W/OR W/o KV. NAMM a-4r TILT TESTING do ENGINEERING COMPANY American Shutter Systems Y Ev.H OESCRDTION OAT( I DRAWN By. L.C. ,(.•'•. �j��` e7ss N.+.xm.sl..s..jos,vzn:.:tA ceROO6.,�oNw„Ie Assoctatlon, Inc. 1 OLD 15-085 7/27/1OATE: 07/27/17 Nor Ph Me r(305)871-1570.Fox (JOS)871 1_s1 4268 Westroods Drive 2 tp'.E. pNAL8West Palm Beach, FL 33407 s DRAWING No �' 1 WALTER,�TILLoomJr.P.E. . 7- 07 ' FLORIDA Lk.1 44167 SEAL�SIGNATURE/DATE 5 SHEET 6 a 0 20 ALTERNATE INSTALLATION " MALE/FE „ " K LOCK WZ n1 HV BLADE SF ENQ CONNECTION DETAILS ON SHEETS 10 t 18 INSTALLATION J) HV BLADE IN ti ..E15" (DSLAC.DETAIL HK.INDun:O OH SNEE1 6. W/ HD CENTERMATES tri_�^l`i� i FA�T AS J,IMR51L FL N1 3L SUE CD 0UNL HDD-0 T1.5 SHEET,WY EIC USED WOH NM ATERHA10• DETAIL H♦c WH IN THIS SEE EHD WALL CONMECiIOM--- �.®-©•0-0.0 P, T �AllS ON SHEETS 10 t 1! re763-Te.uLD+')etw. I © 3 - 3 t .N:Ic. ,�•.,wcaR (ovnoEA*i) 4� (oEmDNA) coxnsTc i --- --"---- - - ({)/IO.I/2'S.Y.S.f0 T116[ i N6A\��'&KL 12- AI r1Ar.LnNDEEr. ®* „ IN ( ".PIM ) I IN (;,"mP) 3 i A:� 5 LO K(INSIDE) —.._ J' ) G0­7-r'7^'— -- ---- —•----------- ---F---- ----lk T -E---- ----- 23 OUT 31 on� 31 6R® 31 ors 35 31 aR *SFE NOTE 6 FOR,W L= 2 W 4W7e8 o x 3/32?W NG UT. 4 -� (� ) ®. / / HDB—HVB OUT HDC—HVC -I-LOCK.«,SNE'EY 5. sHV "T" LOCK F�IIA�S GYM T AL HD CENTERMATES 0 (OUTSIDE)_ SYMMETRICAL HD CENT LOCK (EXTERIOR) W1 & LOCK (INTERIOR) n T v* t SFIPF_c 01.a ILlA1MlM (202.-T3 A10Y)LARDE BINGE iNIN I(j��( ®a©'OW'O°•� ®�• .NU ..PMT/0620. 0-0.0-0-0- A5 YANUFACTURM r AVDFL CHUB / VVV7 TU70IIN,PARSM"'f.NEW 3ERSC�' ©•O7 07054 OR COLA. � _ e ®�® ®a®®a© �--q� M *SR Hom aN L6aRn Roos®W,uQ L-1 aH SMER 5 F W *t uvWERSLL nanHc NIOL®L0T -DD-- a --Z--(D .-------- --- —' - WUD T6R AL cEHma.m APw.uTOHs WnH IKIOC O }ADD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non H. n Velocity Hurricane Zone' PA. � . 6TC,7 'i�lEr C, iH� di 2017 EASTERN META. SUPPLY, INC. BERTHA RV,. A S S A Accordion Shutter System V E E C O 1 NI t. . . . . KV. a" #1 W/OR W/O KV. WNDOW a1DE _ American Shutter Systems RU.N. cezcRIPnON CATS Dw,m BY, Lr TILLIT TES7ING & ENGINEERING COMPANY Oma'•, �. �Q` 2 Association, Inc. I OLD a-obs YE DATE: 07/27/17 \ 6.1.'d H.W.36,1.4.,SI..305.♦YEC.JA GMDENS.rL016DA 33�t • 0 \ 4268 Westroods Drive 2 Pnon.:(305)071-1530.Fm:(305)871-15.31 DRAWING No CONAL EN'* itE\ • ToE I0iU 9.Gm West Palm Beach, FL 33407 3 17-107 7-107 WALTER A 71L07 JI.P.E. FL ORIOA Lic./14167 5 SHEET P.E SEAL/SIGNATURE/DATE e 9 Of 20 POURED CONCRETE OR POURED CONCRETE _ POURED CONCRETE ^POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REWIRED BLOCK WALL REQUIRED BLOCK WALL REOLXRED __._..._....._ ______. - BLOCK WALL REQUIRED 1--- EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS _ / . ^—EXISTING GLASS F_ r— � EXISTING.. NG GU1S5O IB'O.C. . — ML 2•MM. r- I l IAN.SEPAPATKIN SCHEDULE ON SHEET MN.SUVJ ION f t TO MASS(SEE EQ EQ TO MASS(SEE 11 FOR&ADE AHD TO GLASS(SEE I 1 i I MN. SEPARATION I SOEDULE ON 9•EET 1/16'x3'MAK. ON SHEET 19�RTR SCHEDULE ON SHEET i i TO MASS(SEE 11 FOR BLADE OAND (6083-T6) CONT.�� 6,4DES ID tr 11 FOR BADE OANo ON SHEET (LOCATE AT�_ ON SHEET 19 FOR ALUM. CLOSER _ -ON SHEET 19 FOR 1/2• ---.—_11 FOR BADE(E)AV LITH SIDE V-7 BSS 4)111® PLATE. (LOfATE 1/2'r._ 1 BLADES 0 �_._L ON SHOT 19 FOR OF 5 ) AT EITHER SIDE MN , I I DARES 0 Q� i/2'MW. --_ OF 4) I J�►USE 1`OR 2'MAX, atOxi/2'S. S_ .-_._.� /10x1/2•S.Y.S. I 1 (AS APPLMABLEn2'xl/B'xO'-2' ' —•--- O 16.O.C. ' ALUMINUM CLIP ANGLE O i8'O.C. ---�--- 4 j (6063-T6 ALLOT)AT MIDNEIGHT 4 i (1) /10x1/2-S.M.S. To p a / i WALL AT 1'0 CN(LOCATE AT i0 SEE DETAIL x FOR., J SIDE CONNECTION �0R (� EITHER SDE OF p) OR OR (� SEE DETAIL X FOR OR TO TRACKS SIDE CONNECTION _� 8 7 a SEE DETAIL X F � w s 8 7 10•®> TO (RACKS a 6 7 a a-l"9•®a HSI 0�0�•®� SIDE CONNECTION4TO TRACKS t® L ®'© Qom©©- s ,O ®"O O ®" 6 .7 6 .7 . END CONNECTION DETAIL�'JP END CONNECTION DETAIL 20 END CONNECTION D TAIL N END CONNECTION DETAIL POURED CONCRETE OR i REQUIRED ONLY FOR SPANS GREATEN THAN 12'-0- �—EXISTING GLASS CONCRETE BLOCK WALL EXISTING ®_ L # REQUIRED GLASS 4 - MN.SET'ARAMO! 010.1/2'S.M. -- ——— — --'-- --,TO MASS(SEE O 16'D.C. "`i_ _ 11 HON SHEET \. O MASS(� D; a _ ____-- ©OR 8 OIFI AW..Q CONCRETE 1/2•MIN. .- __ '._,.._- __ ____ ON BEET 19 FOR ANCHOR O ICN SEET 9 FOR CONCRETE — BADEs m&S9 12 o c, 5 oR oR t oR 1 O 16' 1 2 MIN. I I FOR BLADE OAND EC BI�Smh `-..____ - ORQ O.C. �� /� r--EO 2'(N. 2" . - -TO ♦ SEE UM TATIONS OF USE FOR © ®UM®UM� BLADE I ON SHEET 19 OR OR 1 ORT OR i VIEW � 5 7 OR Pfd OR Oa0 ®a 1ZEIALL L POURED CONCRETE OR �W©•O7 v 8 70• �°1©•O'O�1 •®"' CONCRETE BLocK WALL 10-@-&@0©©0w �a®�©•�©•®o EN IN TAL ATION —©O ©a©O ®� (f) HV BLADE _OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL ®.®a®•® NECT n6 -0,0 - FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone' xA11A�:.•�1r•ENS -��� 02017 TILTECO, INC. C2011 EASTERN METAL SUPPLY, INC. BERTHA * `, * ' I L ECO A.S.S.A. ��Accord�o�n Shutter System '.7wyllY Q A� TILLIT TESTING k ENGINEERING COMPANY . WNDOW MADE American Shutter Systems Y EV.N DESCRIPTION PATE DAAWF/9Y: LL 0�'•.A AA 1335 M.W.36tH Sl,SU.SCS.vFIv-63Ap .ROAM 3716 Association, Inc. 1 C-) '.5-OBS /27/1 1A11E: 0)/27/77 1� _�nRlll�x�.:.4" A Rano:(305)871-1530.Fw (305)871 1531 4268 Westrcods Drive 2 s/ ....•• p��AHL toy '--. 0—.0....'" West Palm Beach, FL 33407 3 DRAWING No OVAL E�,,, E WALTERA TAUT;r.P.E. A •, A/ry/A" n.OROA Lk./„167 P.E. SEAL/SIGNATURE/DATE 3 SHEET 6 10 OF 20 SCHEDULE /1 SCHEDULE C2 MAXIMUM SHUTTER SPAN "L+" OR 'L-" MAXIMUM SHUTTER SPAN* -L+" ,tAX,MUM SHUTILIt SFAN' (ft.). FOR INSTALLATIONS W/ A� OR "L-" (ft.) FORINSTALLATION LEGEND JR "L-" (ft.) INSTALLATIONS CENTEgyiijES,® &®Or Or INSTALLATIONS W/ OPPOSINGW, W/ ONE H.V. LOCK ® or ® or or r� & W ONE HV LOCKS CONCRETE MAN ERY& WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS%or ONE HV LOCK or ' or® POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMAI® 28® 29 W/ ONE w/ NO LOCKING RODS ® OR W/ NO LOCKING. WALL A, e, C, 0, E. M. N. O, P. p, L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE F fl"T" LOCK 30 W/TWO LO V2)NG (SEE NOTES t.tt) ODS MOUNTING F. K & L R S & y A.S.D. DESIGN PRESSURE RATING. (VALID FOR MOUNTING(D (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 3NAN1R &y}BOTTOM EE SHEET 7) FLOOR/CEILING C. H, I, 11, J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCH- WOO INSiALLAT10N<Q CONCRETE&W000 MOUNTING Min" _M. II _'MUM CONCRETE & M n,A.DEPGx IN GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, •sA OES�Ox aG DEs!cx DETERMINE MAXIMUM SPAN 7+" FROM SCHEDULE. AIR9611K WALL IAOINJTING FLOOR/CEIUNG PRESSURE WALL MOUNTING l+RE59URT rATMMnNG RATMYG RODR/CEIUNG MOUNTNG I. at1)' MOUNTING (IPort)) FLOOR/[EYING MOUNTING (o a1) OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (+--) FiooR Ali MOUNRNG DETERMINE MAXIMUM SPAN "L-' FROM SCHEDULE. l♦ pt) L- L f L-6t) L t-(N L I (N l-(it) Q MAXIMUM SHUTTER SPAN "L+"OR 'I- FOR 30 OR LESE 16'-0" 16'-0• 16-0 16'-0" 30 16•-0" 18'-0• 30 76'-0' 16-0" INSTALLATIONS INTO WOOD SHALL BE UNITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 u'-fo' 14-10' 3s 35 14'-t0• 14'-10' i5'-2' 16'-0" -- 105 Psi.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND "L t5'-2' i6•-10' __40 13'-t0" 13'-10' 14'-2" 15'-2' 40 13'-10' 13'-10' 40 14'_2 ___I W:: (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ 45 13'-1" /3•-4' 14'-3' 45 13•-1• 13'-t' 45 13•-4' 14'-3• t HV CORNER CENTERMATE /3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-6• 13'-7" 50 12'-5' 12'-5' I SO 12'-3• 13'- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEIUNG MOUNTINGS: 55 11'-10' 1V-10' 12--I' 12•-Et' 55 IV-10-_ 11'-10• SS ll'-I• _ 1T-11 N% SHALL BE AS INDICATED ON MANDATORY CONDITION FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11•-4' 11'-4' 11'-7' 12'-4" 60 it'-4" It'-4" 60 10'-2• 10'-11" NOTE H5, yt-ET 5. RADNG. _ 65 10•-10' 101-10' 11'-1" 11'-11• 6$ 10-10' 10-10' 65 9'-5' 10'-1' DLTERMINE _ 70_ 10•-6• 10•-6' f0'-9" IV-5" _ 70 t0'-8' f0'-8' 70 8'-9' 9-4' LI+- MAX. SPAN FOR WALL MOUNTING INSTAilAT10NS. 75 V 10'-f' t0'-1' 10'-4' t1'-1' - 75 10'-1' 10'-1' 7S - 6•-g• y+ L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING i 1 EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, HO 9'-10• 9'-f0' t0-0' 10-9' PA 9'-10" W-10' SPAN'L+"OR L-•AND MAXIMUM AS.D. DESING 85 9'-8' 9'-6' 91-9' 10•-5' 85 91-6• 0'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 9•-5" I0'-1' 90 9'-3' 9'-3' OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS: RATING: 95 D I- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE;8'-9" 9'-2' 9'-10' 95 9'-0' 8'-9" MAX. SPAN FOR WALL MOUNTING INSTALLATION. LIMITED TO +64,-72 P.s.t. AND 8'-0" SPAN, SEE 100 6'-9' 8'-4' 9'-0' 9'-7' 100 8'-9' W-4" L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-r 7-11" _6'-9' 9'-4' 105 8'-7' 7'-It' 110 8'-4• 7*-7• -8'-7• 9'-2" 110 8'-4' 777' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' r-3• 8'-4" W-11' 115 8'-2• 7'-3' MINIMUM BETWEEN 'LT+", 12+', 'L,-•AND 'L2-- 120 e•-O• W-11• W-2" 6'-9' 120 -0 6'-11 SEPARATION TO GLASS SCHEDULE (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 71-10' 8'-6• 8•-0• 8'-5' 125 T-70" 8'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8• 6'-5" 7'-10' 8'-1' 130 7'-6' 6'-s• MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7-7• 6'-z' 7-e• r-9 135 r-r e•-2' WIND ZONE SPACING. 140 T-s• 5'-11' T-7• T-6' 140 T-S• 5'-11• ASTM E-1996 SEPARATION — ---- — 145 T-3" 5'-9' T-5' r-3' 145 T-3' 51-9' TO GLASS 150 7-2' 5'-T r-4" ..7'_O' 150 _ 7•-2' 5•-r ___155 T-0' 5-5= r-z'-- fi'-9• 1$5 i'-o• s'-s• 1 THRU 3 160 s'_-11" 5'-2' r-1' W-7' 160 W-11• 5•-2 165 .-- 8-10' 5'-1' r-0• 6'-P 165 W-10" 5.-1' 17_0 6•-9• 4'-Il* 6'-2' 170 6'-9' 4'-11' 175 B'-r 4•-9• 6•-9' W-0• 1756'-1. 4'-9' 180 6'-6• 4•-6' 6'-8' S'-,D" IBD 6�6- 4'-6' (1 H V BLADE 185 8'-5' _4'-6'_ 8'-Y g•-6• 185 ...8•-5• 4,-8• _ 190 6'-4' 4'--5" W-6• 5'-6• 190 6'-4" 4'-5- 195 6'-3• 4'-3• 6'-s' 1'-5' 195 6•-3' 4'-3- 00 6'-2• 4'-2" 6'-4• 5'-3• 200 6'-2• 4'-2" los e'-1 4'--r s-3 `3-r los 6-, o ''��.� FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone ..••...... ., ��'i 02017 TILTECO,INC. - _ 02017 EASTERN METAL SUPPLY, INC. — 13ERTHA HTM "LTc — A.S�S�A� Accordion Shutter System ~c. H.V. BLADE #1 W/CR W/O FIV. WINDOW BLADE O'•. a1S� � Q TB.LIT TESTING & ENGINEERING COMPANY American Shutter Systems E„ x oEscRlPnOx GAtt otAWH 9Y:MLO 'p •Vj VVV x765 x.W lem s.tl..ws.low—r.AxHa`LDIM.0 M" Associat(on, Inc. ; OLD 15-085 7/27/1 oAtE 07/27/» Pham:(305)671-1530.F-:(705)871-153, 4268 V estmoos Dave 2 •.•�s ••.. •••�� 114 ^-^`�'L IRNRo6ROI.com West Porn Beach, FL 33407 3 DRAWING No EB-[006719 S�GNAt E�11117 WALL ER A T,LLIt Jr.P E 17-107 P.E. SEAL%SiGf1ATURE/DATE LA L" '4'67 5 SHEET p .. r o _ -�IN11 - �c�a�aoeacQoaeaoocoaoc000a000000000000000000000a00000aoc ACCO©88000©®Bacea®aco�a000000e000�oav�000000000000N000� cc �000�8©CD®BC®BOCa09 0®89oo�E3DoDa0o80008000Co0oE3000a00 B000CC�8®0�9CBC�80®89Co809989©8Q0®ae�©ceaoeao�aoacoo - eococccoocc�®ccc9�o9o�voo9eceoo�9eom�aoeacccoo�oe©v o coccooaaaaccaoa�coa�9C®o980eoaa000ec®noecoao©c®a®acs - acccooccocococoocccaocccacacooaccacoao�9cccvoeo9c�e®c90 ° = -occcacccococccooccccac000000accoccQcaoc000ccoccce00000ac R = -��ccoaoa000a0000�00000a00000000NQoa00000000all00000000 8�"l 9000OC0000N000000000000000000000000000000000000logo . ��aca�c9ca®®co®00000000000000000N00000N00000000000000 A� - oocco�c®cac9c�c9oAo©co®o900000aoNooaoa0000000000000000 acco�acc0000®e�o�oc99ooaocceo®ea000000000000000000000000 R -A88B9888B8B998980989089998®0980®©800080®0000000000000000 " '� ' ABBBA88BBBBBABAB�888A8898®B9B988B988B999A89888800000000 �8889888889�8989�8909BB9B9B9999��8®9388F�90889990009d9 -oa©0000000000000000a000aoo�000a0000000NN00000000n0000 _ ' ; -occcoa000aaoaodoaooaoa00000000000a0000NN000000a0000000 -�acc�coc00000cc0000000000N0000000000000a0000000a000000c - .�aac�cc®oococ®©00000c000NooQoa�000N000N00000a�00000 oocaacccocac®coo�a9000000c0000000000000000�000000000a�a " -a98908888988988B09B98�90BF�10{11©ooa000000000a�00000000® � a8BBB88AABABBBBBBBA8A888B89A9B9B98G8980B9a989808oC000000N - ' - - 9H8888988888A8990898988888869898Q9R908�089909899808898�' - t 'CC088000G8©OCC8900o000000aa000000a9oQON000aOoaall0000Oq - �oacooaoo�oocecooaoNoa00000000a�v000000000aoa000000�o� . .acccc�a000�c0000�ocoa®aoe00000aoaa0000000000000000000� R � -000ccoocccacccoc�cocc�acoc®accocoa0000�a000000000aooNN �' - coccocoo�coc000c�oco�aoocoa000c000000a000NaoaooNON® .., -988B998B9B989888�888�A880B88888BBBB888000000000Nooan -ABBBBABAABBAABABABBBABBB8BB8888BB8BBABABABBBBABB00000000 - -999AB9999A0B909B999998899998999999BBB9999990999899BBB908 -BC�ODCC©8o©00000a0000000000000000000000oo®oov00000a000 BCCBB0008C98©9ocofl000000000000000000000000®00000000N� .. ; • ; -BQCCBOCCDCOCCCOC9F3C890oC000000�o�0000000000000000000000 �BCCCCCCBQC800�COBBC80CC0890990©0000N00000000000000000 �ooc�occ000co�oac�ocoocccaoccc00000a00000000N00000000 : -AB89B990B0B88�89888�88808B8B8B989B8888o000000000000000 A�gg�B998989899899�999B09B9�99A�9A99B�999099909�99B99B �oacacooaooao�aaoa0000000a000000sooaaoa00000�0000000000aoo a�ccccc®c®©oaaa0000000000000000nooaoo�000N00000000aoo� - Bcacaocooac9c9eococor�oNON00000000000N0000000000000Noo = ' BCCBCCOCBD08080CC0®®9908909©o�000000000000000ooallQo on aaacco�ocacoca�aoocoeca9aeeac©c�e000000000N0000000000000 B89BB 88a8B0899A888BB8BB8B989O8D8990©oN0000000000000 ° � -9�999890B98B9890BB6989B�9B988990989BB898�9988 A9988a099 MAYIMI IL ANCHORW SPACING (jn) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D. DESIGN TM PRESSURE RATING A40 A COi PONDL14T'MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (su MaNTINGs E G,A,H ON SHELIS 6 d 7) 1.ANCHORS TO SUBSTRATE SMALL BE AS FOLLOWS: PQM OONtll7E/oGw=E a13ot POOLED CONCRETE w TO E WN0 POURED CONCRETE: (Min. Fc - 3 16i) O WALL SILL MOUNTING ©CEIDNG MOUNTING H FLOOR MOUNTING - 1/416 TAPOON OR TAPCON WTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER. (Mia Fc = 3 Hsi) SPAN ANCHORS SPACING LEGEND - 1/4'6 X 3/4'ALL POINTS SOLED-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min Fc - 3 Loi) _W171G R•Ss7[40916 _.. IEG16T F19S9ME RAM, ) TAPCON - 1/4-6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min. I'c - 2 ksi) (N _... .......... - 1/46 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT& SPECIALTY 30 AO 80 75 90 120 160 205 30 40 60 75 90 120 tGO 205 30 40 a0 75 90 120 160 205 TAPCON WITH ADVANCED /4 t 6 1• t 1 6 t{ 10 I 6 TNREAOFORIT ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATM,INC 12 10 9 a 0 6 6 14 12 10 9 • • 6 6 14 12 10 f 8 6 9 6 (Min./'c- 3 ka) ALL POTS SCUD-SET OR LO 14 12 10 9 0- !- E' a 14 12 10 • ! • 6 6 1A 12 10 9 • e 6 S- OLLIE TAP W/CAP NOTES: 14 12 10 2 6 6 6 7 14 12 10 9 • • 6 6 14 t2 /0 f e 0 6 6 AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF IAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER- 14 12 10 9 8 7 5.5 /♦ 12 t0 9 • 0 6 6 /4 12 10 9 8 a 6 S _ TAPPER. ANCHORS IS 1 3/4-,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 1] f0 9 • • 6 a 11 f2 10 9 0 8 6 6 is 12 f0 9 0 e s S.S N 1T f0 9 0 s s s N 12 t0 f 8 8 4 •5 14 12 10 9 0 6 4 3.5 A.2) MINIMUM EMBEDMENT OF 1/4'6 K 3/4'ALL POINTS SOLID-SET ANCHORS SH/LLL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 /0 '9 8 0 6 AIA i{ 12 1_ 9 6 0 6 SS I4 12 10 0 8 0 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'6-20 S.S- MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO N 12 10 9 7.5 53 13 - t1 12 10 9 B 0 6 ! 14 12 10 9 a 7 SA 4 ♦SFE MWT�T10115 a iDb EXIST.AND I•MINIMUM FOR WALLS WITH NO STUCCO. N /T 10 9 9 0 6 11 14 /2 10 9 a a 6 a5 14 12 10 f a s a AIA •' �' 9 5'-0' U 12 10 9 8 7 4 - 14 12 12 9 0 :5 5 3.5 14 12 10 8 0.5 5 33 3 A3) IN EASE THAT PRECAST STONE"PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR BOOR, 14 12 /0 9 9 7.514.51- 14 12 f0 9 0 a 6 4.5 14 12 10 9 0 0 4.5 .75 ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND 5.10 WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON I4 i 9.317.5 6A 45 - - 1{ 17 10 9 0 7A 15 1 74 t2 10 9 d 6 •.5 3A NOTES A1)&AL2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR -I INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. N 12 10 f 0 6 6 - 14 12 10 9 0 0 6 ! 14 12 10 0 _6 6.5 5 1s 14 12 f0 9 73 53 3 - 14 12 10 !.5 7 S.5 4 3 14 12 • ILS a! 4 3 (8) TO E70STW CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 0 6 - - 14 12 10 9 6 5.5 S .7 14 12 10 63 6 5 4 - - 1/4.6 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER. 14 12 a 6.6 5.! 3 - - 14 12 10 0 8 6.5 4.5 15 11 12 t0 a 7 5 3.5 J _ 1/4'6 R 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY 7.-0. 14 12 10 9 6 8 - - 14 12 10 9 a 7 S 4 14 12 to 9 7.5 a5 4 3 t{ 12 /0 0 0.S • - 14 12 0 7.5 6 1.3 15 - 1_ OA 7 15 4.3 3.5 - - 1/4.6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, W. 14 12 10 0.S 7 4 - 14 12 10 9 a 15 4 - 14 12 9 7 75 AIA - - - 1/4'6 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY AL POINTS SCREW. BOLT&SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIIED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. IN C. 14 It 7 15 4.5 - 14 12 10 9 73 SA 4 14 12 9 7 6 45 3 8.-0. 14 12 10 9 8 6.5 - - 14 12 10 9 a 6 4 - 14 12 10 8 63 5 15 - NOTES: _ 14 12 &5 7 5.6 3 14 12 6 6.5 Sb 4 3 - TS 95 6 5 4 3 - B.I)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE :AP W/CAP ANCHORS AND TAPPER♦ ANCHORS IS 1 1/4 AND IAPCON 14 12 9.5 7.5 d - 11 12 W5 6 63 5 - - 14 12 8 6 &S 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS i'. 13 /5 63 s 35 - - - 14 12 10 a as s_ - - 14 12 a a5 5__±_ - - 11 12 10 9_ ! - - - 14 12 t0 9 7A 4.5 - _ 1{.. 12 8b 7 !.e 4 _ - B.2) MINIMUM EMBEDMENT OF 1/4'6 •3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO t• 1.517.5 6 4 - 14 11 7 53 5 33 - - 11 8 &5 IA 13 - - - EMBEDMENT INTO STUCCO SHALL OE PERMITTEC. 1/4'6-20 S.S. MACHINE SCREW USED SMALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 1♦ f12 .5 4A - - 11 12 a5 7 Sb 4 14 105 7 SA 6 4.5 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1A - - - - /{ 1 9 6 AIA - - 14 11 7 5 4.5 3.510'-0 li 73 - - - is 12 10 0 a5 S - - 14 12 8 6 S 4 - - B.3) IN CASE TWIT PRECAST STOLE. PRECAST CONCRETE PANED.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 ! 7 - - - 13 93 6A ! 4 J - f0 7A 5 1 7 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SND WALL FINISHES.ANCHORAGE SMALL BE AS INDICATED ON S - - - - 14 115 9 6 S 4 - - 2.5 SIA 6 S • 4 - - NOTES 8.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR ETFS WITH OR WITHOUT KETAL STUDS CONSULT THIS ENGINEER0_S - 14 IZ 9 0.S SS 4 - - t3 . 6.5 5 4 3FOR INSTALLATION INTO EPS WITH METAL STUDS SEE SHEET 20. It,-D• 14 - - - - t4 12 9 7 8 1.5 - - 16 O5 7 5.5 43M - - (C) ANCHORS SMALL BE INSTALLED TOLLOIMNG AN1 OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 23 I7 9 6 4.3 4 3 - - 9 7 4.5 15 3- - - - 14 O5 7 1S 45 - - - 1.8•A 33 43 75 - - - (D) SEE SCHEDULE BELOW FOR EDGE UI5IANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 03 - - - - 11 1.5 7A 6 5 - - 12 0 6a5 / - - 14 - - - - 14 12 8 65 5.5 - - - 13 10 63 6 4 - - - EDGE (STANCE VERSUS SPACING. SCHEDULE FOR ANCH9R$i 12'-0 14 6A 4.5 - - - - - 11 8 15 4 15 - 6 0 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN TNI:INDICATED.REDUCE ANCHOR SPA.CINU 35 9.5 0 - - - - - ,3 93 0.S S 4 - - - 0.5 a S 4 - - - - By YLLOPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 9b - l4 as 7 5.5 sA - - - 11 a5 S5 4.5 3A - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS'MAN MINMUM SPACING INDICATED FOR EACH ANCHOR TYPE. is /A 73 d 5 - - - 12 9 6 {.5 ♦ - 13'-0 _ _ _ _ ACTUAL FACTOR d - - - - - - f0 75 5 1 3 - - - 75 15 4 3TAPODN WITH TAPPER + ._ ...... 2.3&3 - - - - - - 12 9 0 4.5 4 - 05 7 5 4 _ _ _ _ EDGE TAPCON THREAOFORM TECHNOLOGY All POINT SOMI SET BUIE TAP W/CAP MIN. SPACING ... e a - - - - - - 13 SIA as s - - - - o. 73 s • -....-.. - - V BLADE OR uicTANCE 74 12 - - - - - - is OS 7 1S - - - - 11 0.5 55 13 - _ _ _ E.O. MIN.SPACING- 3' MIN.SPACING-3' MIN. SPACING. 3 1/2' MIN. SPACING - 3' 3 3/4- 4' 14'-0- _ _ _ _ _ _- B POURED CONCRETE& POUNE.D CDINCIEII OONOEIE BOCKPgOREO CONCRETE d LOURED CONCRETE&FOUFD fA1NOCIE 00110E1E aOOc t0 7.3 - - - - - - 9 7 4.5 3.S - - 7 5 33 3 CONCRETE BLOCK CONCRFTF BLOCK CONCRETE BLOCK lA a - - 1, a S5 41 - - - - 2 6.5 43 - - - - - WL E.U.-3" t•t Ca•3 1/t INK E0..2 1/Y WL EA.•3 1 MIK ,y MN ED.•J t/2' ED.21/!" - - - - 12 9 6 - - - - - 9"5 7 4-5 - - - - - T.0_ _ 0.170 1.0 0.76 1.0 0.84 1.0 o.s s s - - - - BLADE WORKING 14 - - - - - - - 33 f0 6A _ - 0. S 3 3 - - 18'-0- 9 - - - - BS 6.5 4 - - _ - 41 8.5 5 4 - - - N UNISON ♦ 2 Y2. _ --ori...... - --....._. - ....... _ --.. ._....Loo - - _ I 1A to 10 - - - oA s - - - - _.. I e. -_ s 0. 43 _ _ _ _ _ 1 J/4' - _ .0.9i - - - 0.43 - SIA 6 - - - - - f0_75 S_ - _ - - _ _ _ _ ..... t5-0. t8 6 l.5 ) - 1 1/2' 0.33 _ q_3 - - 95 7 ! - - - a 6 -4 - - -- FLORIDA BUILDING CODE(Mon ffigh Velocity Hurricane one 111► ��� h, jar'" 02017 EASTERN METAL SUPPLY. INC 02017 TILTECO,INCL . TM AccordionfiwShutter stem o 1 L E C O I N c A.S.S.A. KV, BADE,#1 W1 OR W10 H.V. W(NDOW 6UOE *' -- a !0!'1, y TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems p[9CpP7bR aLiE •r:/LC. �O TA O T , 6355 NW.MM SL.Sb.X .NRONN ARDD:S.r VPo 4.3111 Associatto n, Inc. 1 OLD 15-oa5 Utz/1 aTE: 07 27 17 A Pt me:(305)071-1530.F♦.: (305)871-1531 4268 WeStToods Drive 2 DRAWING No :�EESA p 7%F maE601­0­4.can West Palm Beach, FL 33407 s 17107 �IV�D�•••••E•�r�� 11t WFL R A IILU` ,.P.E.719 4 E>�./ �Tt�/DATE FL Lk.9 44167 SHEET P.E. 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I I 111 1 1 1 1 1 1 1 1 11 1 1 1 1 1 F P m m m m Oie m m m'm H m m'm m m mIm m m..........• iI 1 1!1 1 1 1 1 1 1 1 1 xz m mo mtlmmm �?� 1: sPwPOPP1w PP P PPOPP PPPPPP wPPPPP PIP PIP I I�1 1 1:1 1 1 o212000eoo Ooeooeoo 0000000 o oomleo oo 000000000 •S- �--N N N�N a N 0 0 p o 0 0 0 0 0 0 0 0 0 fffAAA NI ♦ h m n O OI O r N1 •► Ifl M MAXIMUM A c n DESIGN PRESSURE RATING (n e! AND CORRESPONDING MAXIMUM ANCHOR SPACING (L,) SCHEDULE FOR A QRTN MAX. SHl_ITTEI SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SLE MOUNTINGS ON SHEETS 16 h IEEj; L_J Q T R AT E SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. COX 2 W,.•M,�IN.G-0.55, FIR NORTH FIR SOUTH DOUDOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W/ MIN. G=0.36 PLYWOOD MIN.*a F50 W/ W/ MIN. G-0.43 W MIN. G=0.36 SPAN °) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT 1 WALL MOUNTINGS CEILING MOUNT T W� BUNTINGS B.O. WALL MOUNTTN05 B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M. N, 0 h R FLOOR MOUNTINGS M. N. 0 6: R FLOOR MOUNTINGS M. N. 0 h R FLOOR MOUNTINGS P h 0 5 8:V 5 Ac V S h V W & X W & X W R X ®1 asE I16fE N OTA TWE n®c O74 64 41815!IR71t INR YIQ m9 ME N�Rtl11W4 MON IME BM 64 M 1�ME Rib`II) ®119sE 1®R i W+) ®0 6160 RMM i M ®9th ME w®c-1st WQ am maE Pon on W4 b 40 6D 75 W OS b b fi0 75 90 OS 30 ♦0 60 75 90 OS JO 40 60 75 90 OS 30 40 60 75 90 OS 30 40 80 75 90 OS 30 40 BO 75 90 OS 30 ♦0 W 75 90 OS 30 40 80 75 90 O5 30 40 fA 75 90 OS -W OR 12 10 10 9 8 8 MR 6 6 6 12 f0 10 9 8 8 8 6 fi b 6 6 12 10 10 9 8 8 6 6 6 6 6 8 8 5 4 4 4 3 12 12 12 i2 12 12 12 t2 12 12 12 12 12 12 12 12 17 t2 R4'-O' 12 10 10 9 e B 6 8 8 6 12 10 10 9 8 8 6 6 8 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 t2 12 12 12 12 /2 12 12 tt t2 12 12 12 1212 10 10 9 0 e 6 8 6.5 /? 10 t0 9 8 8 6 6 6 6 6 5 12 10 109 87 6 6 8 6 6 5 8S 4 412 12 1212 12 12 12 12 12 12 12 12 t2 12 72 it 12 0.12 10 10 9 8 6.5 6 e S.S -5 12 10 t0 9- B - 8 6 6 .5 S 3 12 10 10 9 e 3.5 8 6 6 8 S 4.5 6 S 4 4 .5 - 12 12 12 2 12 /2 12 12 13 12 12 12 /2 12 12 12 10 B.5 12 10 f0 9 6.5 4 6 .5 .5 ♦ 12 f0 10 9 b 6 6 fi 5 • S T2 f0 10 7 .5 - 6 6 8 5 ♦ 5 6 S ♦ 4 - - t2 12 t2 12 I2 12 12 12 12 12 12 0. 12 /2 12 0. 8.3 7.5 12 10 10 7.5 4.5 3 6 5 4 .5 12 10 10 fi_3'� 6 8 S 3 .5 3 12 10 10 4 - - 6 6 5 3 S 3 6 5 4 - - - 12 12 12 12 t2 12 12 12 12 12 11 9.5 12 12 1.5 9 7.3 .S 12 t0 i0 S 3.5 - .5 .S .S 3 12 10 9 - 6 6 4.S 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.S- - - 12 12 12 12 12 0. 12 12 12 1. 9.5 8.5 12 12 10 8 .5 .5 12 10 7.5 4 - S 4 3 - 12 10 6 36 6 4 .S 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - - 12 12 12 12 1. 9.5 12 12 t2 0. 8.5 .5 12 12 9 7 6 S 72 10 5.5 - - - . - - 12 10 4. - - - 6 A 3.3- - - 12 10 - - - - 8 5 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 6 .5 5.5 4. 12'-0' 72 t0 4.3 - - 4 - - 12 10 3.5- -- 6 5 3.5- - - 12 10 - - - - 8 5 3.3- - - 8 5 - - - 12 12 12 i. 9.3 8 12 12 11 8.5 7 8 12 1.5 7.5 6 S 4 t3'-0• 12 10 - - - 12 f0 - - - 6 .S - - - - 12 7.5 - - - - 8 4.3 - - - - 6 .S - - - - 12 12 12 0. 8.5 .5 12 12 10 a .S 5.3 12 0. 7 .S t.5 4 14'-0" 12 10 - - - - - - 12 7 - - - - 5.5 .5 - - - 12 7 - 15'-0' 12 - - - - _ - - 12 - - - - - - 12 - - - 1 12 - -I- - - - - - 12 - - - - - - 1. - - nl HV BLADE OR . HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •SQ U ATI(.vS OF uSE FOR RIME N ON Snrn 1. t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAI.FEOOR OR SOLID WOOD SOFFB SHALL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONW OF THE FOUDWING: -SOUTHERN PINE N6.2 W/G-0.55(NDS) - 1/4Y TAPCON ANCHORS,AS MANUFACTURED BY LTV.FUDEX W/MINIMUM EMOF.OMFNT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16 k 17. -SPRLX.E FINE FIR NORTH W/00.43(N.D.S.) C(CEPIgM:SLE NOTE 2 BELOW -SPRUCE PINE RR SOUTH W/G-0.36(N.O.S.) -MIN. 1/2*COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CDuNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4 ANCHORS SHALL BE INSTALLE3 FOLLOWING ALL OF THE RECOMMENWTIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ;AT�AA"'�"�•.� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \7171__pNa2o1� n r a�. 02017 FATERN METAL SUPPLY, INC. '�;''`1L.NSA..,✓9 i IV TM IL ECO TNG. A.S.S.A. HyAccrd�o�n �h�uttey.WNDOW�stem TICCIT TESTING t ENGINEERING COMPANY American Shutter Systems DESCRIPTION OATS DRAWN W. L.C. 7J * Association, Inc. I OLD 15-085 D7/27/17 DATE 07/27/17 0155 NN.36th.Si.,9 305,WAGINA GARDENS.1,-1. ...� • -,�, .� �� Pii- (.x s)e71 30.To. (335)871 Iv, 4268 Westroods Dr ve 2 15DRAWING No -fs'��� RIU^i- \Ei LAt1\ a- T:un6E:vOuacom. West POIm Bepch, FL 33407 3 S�OHAL E `a , E6-0006719 17 • - 07 - N771 WATER A TILLR.,P.E. FLORIDA LRC.1 44167 S SHEET P.E. SEJIC/St6NA<1 E/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & S HV* BLADES AS APPLICABLE SHUTTER + OR L— FOR INSTALLATIONS INTO WOOD WITH H Y SHALL WALL FINISH BE LIMITED TO 105.0 12sf. A.S.D. IGH PRESSURE /4-0 APCOI WIDTH OR RCED PRESSURE ADVAN THREADFORM TECHNOLOGY -- - -- 1/4•0 TAPCON OR W/ 1 1/2-Min. PENETRATION - j -TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY __T_ OF THREADED AREA TO ! W/ 1 1/2-Min. PENETRATION OF THREADED AREA TO EXISTING I MIN.-- -- - EXISMC WOOD HEADER. ' WOOD HEADER. (SEE SCHEDULE ON SHEET 15) L 70 O•�(SEEI I I 1OOR (SEE SCHEDULE ON SHEET IS) t t r 1/4'0-20.3/4' SCREWS W/ 1/45MACHINE E f`— 11 fOBACE(ANO O 12 O.C. s 1'Min. EXISTING 1 BLADES 3)@ d) 7 1 �-, GLASS_...( WALL— 'K I im 1011 ._.� rX , TVI - 7 I; .J, E%IS11NG MIN. ... FINISH L 2.4 W000 - ) OR • 1 - EXISTING MIN. •.\ HEADER REQUIRED ® ---2k4'WOOD tj's TAPCON OR TAPCON WITH ADVANCED .1 ! HEADER REQUIRED -THREADFORM TECHNOLOGY W/ 1 1/2- EXISTING E MN SEPARATION I I ! t Min. PENETRATION Or THREADED AREA TO GLASS--- m GLASS(SEE I I EX THIS WOOD HEADER. 7 SUEDULE ON SHEET MIN.SEPARATION TO G1A55 _ I: d_-- 11 FOR R' ®'ET EXISTING GLASS (SEE SCHEDULE ON SHEET 11) \(SEE SCHEDULE ON SHEET 15) 3 OI 9EET 19 FOR ....:._.-._..._ .....-. �.. 2*.4'CONT. SILL 9ADES T k .1 .._ ....._. PLATE RE0'D. 1...._.—_ ....._.._-_ - ONHV WALL HEADER INSTALLATIONOOHV WALL SILL INION O HV WALL HEADS INSTALLATION T----. __..._.__ - +— I I EXISTING -.I--------- I MIN. SEPARATION TO GLASS I I MIN.SEPARATION TO ELASS CLASS `, /1 EpSN •, ~—(SEE SCHEDULE ON SHEET IT) 1 E%6TING �( E SCHEDULE ON SHEET 77) Y�1 WIN.SEPARATION 10 GLASS I \.J 2".4'CoNT:-!.(SEE SCHEWIE ON SHEFT 1 T) ��Y GLASS—� 1 I � WOOD PLATE I 1/4'0-20.3/4'S.S. REO'D. N - -_..1/4e-20.3/4'S.S. i ACHIINE7/S{CR2F0 NUTS .MACHINE SCREWS W/ •I " f USING 12 D.C. WAL 1/4•-20 NUTS O 12• '' --J _. I I 1 i I D.C. IT 0OR@ LE -y nNISH __ OR 2'.4'CONT L "o, WOOD PLATE - I--E REQ'D. _ IDT -� I -t Min. t 1•Nin. L_ 1/4-9 TAPCON OR TAPCON WITH ADVANCED 4A,TOR ' ! THREADFORM TECHNOLOGY W/ 1 1/2- 4, 47r-o , ' 1/4'r TAPCON OR TAPCON WITH ADVANCED ) , - 2'.4'CONT. Min.PENETRATION AD THREADED AREA TO . 1/{'a 1APCON OR yQff. /-SILL PLATE t (SEEEXISSC WOOD HEADER. 1 THREADFORM TECHNOLOGY W/ 1/2' -. ..........._.__ REO'. ''� (SEE SCHEDULE ON SHEET 15) Nln.PENETRATION OF THREADED AREA INTO PLYWOOD �. TAPCON WITH ADVANCED 1-SEE SHEET 4 FO(t T'PICAL --WALL FINISH T/2•MIN.CDit -`. THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. _ _.... _...__:,........:._ _ \ �- (SEE SCHEDULE ON SHEET 15) EXISTING MW.2'.4' PLYWOOD REO D. W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CM BE t L1/2'MIN.COX PLYWOOD REO'. STUDS O /6�0.C.MA%._ WALL FINISH­-� THREADED MFA WTO PLYWOOD COMBINED IN ANY WAY TO REDO PLYWOOD TQ DE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION -EX5^.NG MTI. 2"4"STUDS O 16.O.C. MAX.REO•D. ATTACHED TO STUDS XV PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 Or TMC FB.0 SECTION 230E OF THE HV WALL SILL INSTALLATION •SEE UY}TATIa" or NY �F�HV WALL SILL INSTALLATION r5.c. e`wE 1 oN sIHEET 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ),ILI���•``..•••.(�/./�:= 02017 TILTECO,INC. 02011 EASTERN METAL SUPPLY, INC BERTA T. ''�ICENs�•• ✓ Accordion Shutter System IL ECO �N�. A.S.S.A. #: � Kv. BADE#) w/OR w/o RV. WtrooA�SAX TILLIT TESTING h ENGINEERING COMPANY 1 �\ American Shutter Systems rv.N DESCRIPTION DATE DRAWN BY: L.c i # ' Association, Inc. OLD 15-085 7/27/1 DATE: 07/27/17 6755 NM 3A�A. R_A• 303.WAGMA WAOEN3.ROAOA 331 OA Phone (3os�71-,s3o ruA:(305)871-153 4268 Westroods Drive 2 0.61 "It—ft.— West Polm Beach, FL 33407 3 DRAWING No :f`S' •.�AIDA..'t�4,)P EB-0006711 17-107 L S��.���•• �a,H1� WALTER A TILLT dr. V.E. 4 P.E I SF J E��DATE FLORIDA c4 1 44167 s SHEET OF INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV B ONLY WALL FINISH SHALLIM T f. A. SI SSU ATIN T 19 0 MA / SPAN & DESIGN LOAD FOR INSTALLATION WITH r,/4•.TA%ON oR BLADE 1 WORKING IN UNISON I TAPCON WITH ADVANCED 4'X8'(Min.)EXISTING "— -i------ "'{Q- EO --2"MIN. �:'• THREADrORM T{CHNOLOGY WOOD SCAM REQUIRED. EOG W/ 1 t//2"Mln.PENETRATION 1 4"4-20x3 4'S.S. STRUCTURAL ADEQUACY _- -- E(IF APPLICABLE) OF THREADED AREA TO / / OF EXISTING WOOD BEAM \\ w •• EXISTING WOOD HEADER. ,' PHILL�S TRUSS HEAD TO BE CERTIFIED BY (SFE SCHEDULE ON SHEET 15 I WOOD MACHME SCREWS �•••---- REGISTERED ENGINEER OR W/ 1/4"-20 NUTS ARCHITECT PRIOR TO __EO��--T---EO__ EXISTING OR O 12"OC. . q _`_--- --- TRUSSES OR +HUTTCR IN$TALUTION. Q}� 1/2• 1/2" RAFTER 0 24' NREQUIRED iL�N D.C.. . I 1/4.0 TAPCON OR � ..... ia+t .._ _._. ____ 2 THR D WITH TWANGED -- EXISTING SOFFIT Ti �`+ .257' TNRFAOFORM TECHNOLOGY - Mo W/ 1 1/2"Min PENETRATION \J 3/4-Mon.THK. OF THREADED AREA TO F.Q.F�EQ-- /14:1/4' E0- { :OPTIONAL OUSTING WOOD HEADER. y SACS. -- I -t•.4'xt/S'CONT. ALUM. TUBE •;.i{���•i;+.•{,, (SEE SCHEDULE ON SHEET 15) O 6'O.C. I (6063-T6 ALLOY)W/ ---�Of @ of© I I 1 Of®Of 1® (EACH 16-0 LAG RAFTER ORCTRUSS.REWS TO _ LOCATE LAG SCREWS AT EXISTING-^) CK MHN 2"X4' i WDWIDTH OF EXISTING WOW WI MBER,(2'Min. NOMINAL HEADER REO'D WIDTH)W/2'Min. GLASS 1WN.$EPAFtA11pH TO GLASS OPEN HOLE AT EACH t (SEE SCHEDULE ON SHEET 11) EXISTING STUD TO ACCEPT PENETRATION OF THREADED GLASS--1 5/16'0 LAG SCREW AREA VALID FOR ' AT CENTER OF TUBE. ��� INSTALJOIOH$WITH 72PSi (3SHY WALL HEADER INSTALLATION MAX AS.D. DESIGN LDV ANC 304WDlaOL�a(9�{ET nCLASS-- Aa (sEE(yg 9'-Q'MAX. SPAN.THIS „Eq iAq mRo — O.,y INSTA..ATTON IS ONLY VALID ONw t0 rbR @OR ® n wR avec mnp FOR WOOD W/MIN. SPECIFIC NOTESa/mmW � ® CPAYItt OF 0.50 AS DOUGLAS 1-SEE SHEET 4 FOR 1YPX>L;HutTER ASSEMBLY /� ��� fIR OR SOUTHERN PINE N. 2. IN ANYMOUAY OSUTSECTIONS YAN Br_LATRINE➢ OT CEILING INSTA �.ADON —!­­-VII ---- U `1 CR Ems_ IN ANY WAY TO SUIT ANY INSTALLATION. t�v cEw INS - �.._. MN SEPARAID„ - _ ^^ A� 10 Ism ---V OR 1E.y MIN. SEPARATION TO GLASS 904W CLASS r i TIN- I I (SEE SCHEDULE ON SHEET 1 1)—" EXISTING "�+RADE T MD I' SEPARATION EXISTING I GLASS ON S�19 FLR ,I TD GLASS ( l GLASS (SE....-X _.-_._.-_--� I DNESHEET�I IL{ (■■►■; I I t ALTERNATE_ -J I ) 1 r FlNISWALL� I( __ Mo. ` 7 I LOCATION ANCHOR I 1 aro .... _.-- AS. HEAD TEK EXISTING GLASS---i 8 I I I I UI Y.6'MIN. ' --flOR 2"X6"MIN. WOOD SCREWS O 12"o.c DECK REQUIRED (NO WHISH DECK REQUXTED(NO _ ALLOWED) FINISH ALLOWED) .._ .._-n2- 1. / .q 19 DGE {0 �� EDGE OF DECK �.-.-.__ _. _-' ,-EOi' _- _ IF APPLICABLE a- — —_ DECK W _ _.. -- OF DECK \ 1/4'0-20X3/4•S.S. _._.- _ _.-_--. APPLICABLE — --. IF AP 1 4'0 TAPCON OR -.In• _ - -.... - - _ -- APPLICABLE (J / �PHILUPS !BUSS NERD 2 - TAPOON WITH ADVANCED MACHINE SCREW,' 1/4'0 IAPCON OR TAPCON WITH ADVANCED 2'X4•CONT. i -SILL PLATE W1 11/2"M TECHNOLOGY W/ t/4"-20 NUTS THREADFORM TECHNOLOGY W REO'➢. OF 1 1/2"Min.PENETRATION O T1.O.0 TECH OLOGY OR 1 112- WITH ADVANCED TFIREADFORM ...._-�-MN__� / 1 7/2'MI.. 2'WN:OF TNRF WOO AREA TO TECHNOLOGY W/ 1 1/2"Min.PENETRATION OF THREADED PENETRATION OF TMRFAOED _ -- F%ISTINC W000 HEADER, AREA TO EXISTING'AOOD HEADER. (SEI SCHEDULE ON SHEET 15) AREA TO EXISTING W00�HEADER.(SEE (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHECT IS) X,HV. WALK—OVER INSTA 1 A ♦ SEE UMR Ty�n�u'/��0F'USE FDR HV WALL SIL !NSTAI 1 enON v� VN7M�T�18 rW%HV FLOOR INSTALLATION TION Aa`T1� ••- iI'� 020,7 nLTTLO.INC. FLORIDA BUILDING CODE Non High VelocityHurricane Zone ;• �ICFNs�;.• v� _ 02017 EASTERN METAL SUPPLY, INC. *' I L E C O A.S.S.A. Accordionon S�tervSystem �L FIV. BADE#1 W/OR W/O KV. WlNDDW BADE r ' 1 '• * TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems Ey- OMRIPTION DATE DRAWN BY: L.C. ,a�''•` d� Association, Inc. I Ffl­ • L� t 6]b5 K.w.x,n.s,,Be..NAS.vIRLINIA GARDEKs.RgapA s.TI OLD 15-005 7/27/1 OAIE 07/27/17 Ph—:(705)871-1530.F..:(M)871-1531 4268 Westroods Drive 2 ,dtLS� ie°wos7�Op G°^' West Palm Beach, FL 33407 a DRAWING No WALTER A T1LUT Jr.P.E 4 17-107 P E. SEAL/SIGNATURE/DATE FLORIDA Lk It 44,67 s SHEET ° OF 20 END.. INSTALLATIONS (-I) HV BLADE OR t"INDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2-W 2" REV'D V 0" wOCO SILOS. W/ K-ww. I'm OR (As lPnnluYr) �=71""' 0IW G�ss I DIASS(Sa w,, \X' ft— SOIGAU `Olma ITO aLlci:T— I/lrw Ax--- EeLL 11 IVA AAA SAW, `5l,EE"19 M ILA- I I"age IML warsa $*�.I/2'S-S 0 O.Q 2 S.S. Ole�.C' I..— I.,)AT 4 DR a'. SEE DETAIL A OR g* OR(—W* SIDE co"Ecew SEE Ott-X PDA OR ,""MI SM CONNOCIIIIN T') w DETAIL x FWJ To tpvtn CON"Imm 0: lqcn 3700D- :0 0: 03 6:0 T)- 004-0 T-0 C•8-(i•®-R33.4- END -8-g.END CONNECTION DETAIL 7, END CONNECTION DETAIL�` END CONNECTION DETAIL CC F-NQ CONNECTION DETAIL Ex snot —CLAW •fta�o Dill, naw Z-.- "W5'7 TAP,:x VDIVIRAYM PONETRA110101 ON 4 • SEE LIMITATIONS "TATIONS OF USE FOR 11 ICA EILADE'11�ON SHEFT 19 %w OR ELM VIEW ITS 4 END CONNECTION DETAI END CONNECTION DETAIL 12 DETAIL FLORIDA BUILDING CODE Non High Velocity Hurricane Zone� 02017 TILTECO.INC. 02017 EASTERN METAL SLJPPLY, INC BER H1,1-111Ii HVT. dion Shutter System A.S 110111C 0 1 N c. -S.A Kv.Accor BLADE fl W/OR W10 KV. WHM a" TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Ey,N DESCIR"0111 Association, Inc. I OLD 15-085 17 5355 XW- 3M M�CARDEN!5.ILQ�33,66 1 OF,—7TF M0,7 FLI-c7 -..I U p" :(305)a71-1530 Fa.:(305)871-1531 4268 Westroods q3mve E -0006719 DRAWING No WALTE—.a: West Palm Beach, Ft. 33407 ABA.TILLII a,.P.C. a /-107 I P.E. SEAL/SIGNATURE/DATE FLORIDA Lc.111 44 1 67 SHEET I8 Of ion r, 7af 15a�1a+1f� • GENERAL t2M(TATIONS AND CONDMONS OF UcE FQR BERTHA WORKING IN. 1.MAX.A.S.D.DESIGN PRESSURE RATING:4110• - 110 P.r.T. 2.MAX.SHIUMR SPAN:96' •\ I ALLOWED MOUNTINGS:A.D.G t H ON SHEETS 6.7:AS WELL AS MOUNTINGS M.0.T.U k W ON SHEETS 16 h 17. ,, �ONLY CENIERMATES (BOTH W/ OR ARE ALLOWED W1TN�1 1 INA OR OP U UT.W CASE OF(WPOSWG MUST BE 14CLUDED ONLY AT CITTRIOR ACCESS SIDE OF IIP.EA S.(A)HV WINDOW BlAOE SHMA ONLYµ10V/A MAXIMUM Of 6 OPENINGS (3'0!/OFFS)FOR©PER AT SPACINGS SHOWN ON SPELT s. (B)MRI.CLEARANCE TOP OR BOTTOM EDGE OF HV WINDOW RIME lO 11AX. S WINDOWS n A OF ANY 3'9 HOLE FOR SHAUL BE 12'. ALLOWED AT. WINDOW BLADE (C)FIRST OR BLADE COWNG OUT FROM STARTERS AT RIDS MAY BE FFV k+ WINDOW BLADE (D)HV WINDOW BLADEtO MUST BE USED ALTERNATE TO A SOLID MV MADE 10 THROUGHOUT SHUTTER'S WIDTH. TES SHALWAYS BE INSTALLED AD.NCENt TO A SOLID HV g g (E UOE C= AT EITHER SIDE OF THEM. y_ X SEF END (F)POLYCARBONATE Hv WINDOW SHALL BE INSTALLED SO TABS FACE THE INTERIOR CONN[CTION 1/ . $[$+Y ONLY M6TALLEDDFAND LOTHE OCCKEED INGBEINA HV PROTECTED. Tool P�ROVIDDEED MUST BE Byy AFSSA. DETAILS ON SHEETS j� 6NN INC. 10• is TYP. a D FULL H lf.- 6 e 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 1: BUILDINGS ON SHEET 15.AS UAYTED BY SPAN AND DESIGN LOAD(SEE NOTES PP AI 1 R 2 ABOVE)_ 6F 7.SEE ANCHOR SPACINGCONCRETE SCHEDULE FOR INSTALLATIONS 12 113 POURED CONCAEIE OR CONCRETE BLOCK WALL ON SHEETS 12& 1}AS LIMITED BY SPAN AND OM04 LOAD(SEE MOM 1 t 2 AWA). S.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: %AN FOR REQUIREMENTS) D H tYP TOP k BOTTOM Wr �--•�31 y11�4 q1(D6 '(t WIND ZONE MWWUM SEPARATION To GLASS ....... .__.___- .- .y1NUMREO WIDTH _ —..._...._.. .....-.__.— 1 THRU 3 1' MR.SEPARATION 70 GLASS 4 -- - - EXISTING cuss-1 o aNguT r�GR 'ri'iaE�s o e�(i�.� ALTERNATE -- T�, 5 // `\ .a AND OPPR 2;NG CENTERMATES ENOTE4 AAOV �f 3 � RIOR ONLY) 'Y`. i „�j ----- w%O�RISCA"�gSC,ENTERMATES O(SE€NO.ABOVE) PLAN TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* ----- ELINNN.rY44!f 5•., FLORIDA BUILDING CODE Non Nigh Velocity Hurricone Zane 11L �.. ""'"' L/''. m2Gtr ❑I TCS'. 0201/ EASTERN METAL SUPPLY, INC. 3►:. ��cErvsF'..9 . BERTHART. TL I E G O A.S.S.A, Accordion Shutter System * y KV. MADE #1 w/OR w/o KV. wt•oow aocE • a TII.LIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev, OESORIPMM DATE DRAWN BY: L.C. p '•4Y� ,., e ASSOCiOtIOO, Inc. , OLD is-OBS 7/D/I OATS: 07/27/17 Wl.sL.U..MI5.VIRc•AA GARCD,s.1'1 A Ir O�•._ LnomP:`.qtr "Pno•.:(3Ds)en-15}0.F••:(3Ds)e7+-+sn 4268 Westroods Drive 2 DRAW NG No —,i:WI•ce6•q.c•m West Palm Beach. FL 33407 s IAL ENS EB-OW5719 17-107 Wµ.71A A.TILUT Jr.P.E. I,,•- FLORIDA UC./4167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 ASTN2A-65°]GRADE 6D �. �AaES INSTALLATIONS W/ (1� HV BLADE & HV CENTERMATES #1 :2.OGG' Mo•.- L6n.G-60 GALV.STEEL 2 "°` INTO METAL STUD WALLS * 083 'j METAL SIIIDS AI i6'O.G. W —43b ^ t/2e s D.C. ' 1/4"s NOMINAL�75CONDITIONS F USE ALUMINUM SLEEVE -- -- 12 !� FOR BERTHA( HV BLADEACCORDION SHUTTER 6063-T5 ALLOY 3/�'•a vA=o.o3s nUCN w. 43C 4 n 21 THEM INSTALLATION TO METAL STUD WALLS CONT.GALV.STEEL TRACK CHANNCL I O 6'O.C. O e•O.C. 9i Am A-65J GRADE AO Yfn.G-6o 1 SEPARATION TO GLASS SCHEDULE ,-...-.--3.00a• txvANl2Eo FASTENED ID duos ; L 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 sf '�01 W/(2)/6.1/2.1"SCREWS ON I EXISTING FINISH 3 (P )INTERIM&EXTERIOR FACE AS APPLGBLE 1 Va 2. MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM SEPARATION 4x LEIYGTN + 1 MIN. $EPATtA71ON W 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TO GLASS EXISTING CLASS-i TO CUSS • �' —(SEE SCHEDULE) 1/d f-20X3 BOLT ' 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED i THHU 3 1" MUST PENETRATE 3c 1" I �°) WITH 21 ARRANGED A S METRICAL LAYOUT, — i USE OF (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE 4 4" o.o3s'WICK urn. `EX15nNc FINISH 1 INCLUDED AT(q(ERI OR INTERIOR ACCESS SIDE OF 25D•_ 1'373'7�. -Cart.GALV.STEEL TRACK ck-mu.; 5As /G' CENTERMATE. _ r ASTM A-61.1 GRADE 40 MTn.G-60 I `1 ' GALVANIZED FASTENED TO STUDS ; 433 W"(2)(2)/6.1/2'rEK scRE1K dl 143t iNTF.R10R a EXIePKXt FACE I O a'O.C. O 6.O.C. r� 1/4.0-20 THREADS ' ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43) 1/4'"0 ELCO CONSTRUCTION R i ;/2• 11 CENTERMATE 21 APPLICATION WITH BLADE D PRODUCTS FAB-LOK HD T 436 .6. 1 t 2. MADE iNICK W mss';, 0 6" oC. COMPONENTS MA.A57M A-653 •OE AO E .A -65 STEEL '• MS WALL HEADER/SILL INSTALLATION —EXISTING FINISH AS APPLICABLE SCALE: s/e-= ,- METAL STUDS AT 16'D.C.. Wn. -- '� (IYP. TOP a BOTTOM) v" �—-- —— — — — --— VA r- -I imsniNG_ ,CONE.GALV STEEL 7RPCK CHANNEL43 43b 43cCEN MREAT AW _ CE YMRME TRY L TOG - A'NA-653 GRADE WCE c-6o IZED FASTENED TO STUDS , i 1tW/(2) l6=t/2'TER SCREWS ON ( � MIN. SEPARAlIW1 VARIL5 I I�EM ES / , LASS 2. INTERIOR a EXTEIt10R FACEEXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE ISEE scHEouLE) Ila= 4-------- --=--_ ---------------------------- ------ __:_ ------ T-------------- --- -------------- T 6•(TYP) ------- IN (6'Min.) IN I 4 _ __ -------- ----- ---------- 24 ---------------- --- 12 ---------- -- ---- - __.—.____----- --- ---- -- -------- --------- K7- --•--- ------- - ---- - __ - -------- --- ---- 1 7K„LL 2)42 21 - - • �' Z ._ -(2 1 LOCA 0 AT (2 I HV HEADER/Sl ENDS __ _ _r= __ _ __ __ ___ __ _ (6•Min.) 2 4) - 6 t/2'MAa S A K SIDE CONNEC IOONNYTO TRACK --6 1/2" (Trp.)._-.A. 7'. ... _ (cont.) HYA@ BLADE SLACK DETAIL HVF HK FLORIDA BUILDING CODE(Non High Veloclt Hurricane Zone 11 G20,: nlTrcv �� C 2017 EASTERN METAL SUPPLY. INC. BERTHA VTM S A Accordion Shutter System i. ECO A S. . . FAV. BLADE#1 W/OR W/0 KV. WN[M RADE i // •••k TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems EV.N oEsmpnoN DATE DRAWN Or. L.C. ` 6351 N.A.]61K.M.54 1m,WAGew GRADERS.RID+O.ay, AeeOCIaNOn, Inc. I O,D 'S-OBS 7/27/1 w1E: 07/27/17 crun QF n• 4268 Weslroads Drive : �� 1 PnpK:(305 71-1530 Fox:(305p171-T5J, DRAWING No /�� •-n r ent.o•oeo.�•m West Polm Beoeh, FL 33407 s �••.,coA`io�:���;L EB-DD06719 17-107 S�r s WALTER A.TRLIT A.P.C. P.E SRI Ttl Ef DATE FLORDA L�./A•iw 6 SHEET F 20