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HomeMy WebLinkAboutProduct Approval 414/2019y Florida Building Code Online -41 o BCIS Home j Login User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Unks ( Search Florida i: Product Approval USER:Public User 1q Product Approval Menu>Product or Application Search>Application List>Application Detail DEC 2 3201 • • FL# FL389-R9 Application Type Revision l ucle County, permitting Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com q Authorized Signature Bill FeeleyI�'. ®1� Irodriguez@easternmetal.co REVIEWED OIC Technical Representative CODE COMPLIANCE Address/Phone/Email ST. LUCIE COUNT' Quality Assurance Representative C Address/Phone/Email BOCC ':ILE Copy Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. 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 Kampmann Jr. © Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202, 203 1994 Equivalence of Product Standards Certified By https://fioridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019, Florida Building Code Online 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 FL389 R9 II 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 FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party:Yes 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 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 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 p.s.f Created by Independent Third Party:Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HVI blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison.See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party:Yes Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12,25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back NeM Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: AL3 ® eChec. M https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENERAL NQS: 1`BUETTRq G CODE.ACCORDION SHUTTER WN SHUTTER VOW14SYSTE7 N THIS PROD MSEVVALLU DOCUAT MENT ITYP NUR)RIOAS BEEN VERIFIED IFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(Gib EDITION)OF THE FLORIDA BDESIGN INSTALLED WITHSA ADIRECBE VONAU�FACTOR Kd 0.0.65,ED AS PER USINGON/620 OF ASCE 7-10 AND SHALL NOT EE ABOVE MENTIONED XCEED THE MAXIMUM".0.)DESIGN PRESSURE RAATINGSJURISDICTION INDICA'TED�IERE SHUTTER W1U. TABLE Off' CONTENTS 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 WADS � AREA_.1: HV BLADES 617& A BY MULTIPLYING THEM BY 0.6 IN CROERIO COMPARE THESE W/MAX.(A,S.0).DESIGN PRESSURE RATINGS INDICATED-ON SHEETS 11 THRU 75. 19 S 20, GENERAL NOTES SHEET 1 IN ORDER TD VERIFY THAT.COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 51 INCREASE 114 ALLOWABLE STRESS FOR WIND WADS WAS MUSED 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 SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECRDN 1609.1,2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 3B-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -Hv BLADE D #021407-03.#0715.01-03,0004.01-05,8/2/401-05,#0517,02-0$.00909,01-10 AND 00210.01-11 AS PER TAS-201.TAS-202 AND TAS-203.PROTOCOLS AND ASIA E-1886 AREA 2: W 13 ADE(1)AND HV WINDOW BLADE GAS AND E-1998 STANDARDS(MISSILE LEVET.D,WAND ZONES i,2&3)&$1220.01-10 AS PER TAS 201,203&-203 PROTOCOLS LARGE MISSILE. HERE APPLICABLFl -14V WINDOW BLADE Q')i 1050501-08 AS PER ASTM E-1886 AND E-1996 OAtSSiLE LEVEL.0.WIND ZONES 1.2,3).BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 0 2,101 SLADE 0 AND HV WINDOW BLADE a ARE ENGINEERED TO WORK N UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDBIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3,BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT!MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND 0/4x7.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE CETJ7'ERAIATE ALTT LENV SHEET B STAINLESS STEEL SCREWS WITH 1350 k3i YIELD STRENGTH,AND 180 kSi TENSILE STRENGTH.PINS SHALL BE COATED-WITH DERTNA HV DACROSHIEW COATING SYSTEM AS MANUFACTURED BY APPROVED EBRNANA TING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION,PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AID TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM VIEW STtkENGTH FOR 6063-T6 ALLOYAS 30,0 kat AND 35.7 kst FOR END CONNECTION DETAILS 1=B,CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-TTI ALLOY.' ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS_STEEL 304 OR 318 AIS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 list MN.YIELD STRENGTH AND 90 kat MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY Wj FLORIDA BUILDING.CODE SECTION 241:1.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASRM A-307 GALVANIZED STEEL.OR ASI 304 OR 716 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 'O 1 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 NV BLADE 0&m WORKING IN UNISON: 12, 13& 15 INSTALLATION ocrms S-x,WOOD SHEET 17 END CONNECTION,DETAILS 7-12&X«WOOD SHEET TB 8.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16779.582.COMPONENTS OF THIS.APPROW;L ARE COVERED,IN WHOLE OR IN PART BY U.S,PATENT 15.458,179 ISSUED TO EASTERN METAL SUPPLY, INC- AREA 3: HV WINDOW MADE ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SDUNDNESS 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 1N CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNH MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOM DURING PERIODS OF HURRICANE WARNINGS NOME OWNER, TENANT, OR OTHERS.MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLAQ�„�ONLY CENTERMATES AND ENGAGE OR LOCK ALL W AND HO LOCKS. 11,SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY MSIOLE LOCATION AT ACCORDION.SHUTTER IN ACCORDANCE WITH SECTION 1709.9,3 OF FLORIDA BUILDING CODE.ONE LABEL SNAIL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1769.9.2 OF THE FLORIDA BUILDING COOS. 12.BERTHA H.V.ACCORDION SHUTTER SY5TEIAS INSTALLATION SHALLCOMPLYWITH SPECS INDICATED IN THIS.DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THLS PZu.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;La.WHERE THE SITE CONDITIONS DEVIATE FROM THE PCO, (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,DOSED ON THIS P.E.O..PRONGED HE/SNE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT-CONMC71ON SAFETY AT SITE 15 THE CONTRACTCFeS RESPONSIBILITY` OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E,D,WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED.BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT'WHICH WILL BECOME THE ENGINEER OF RECORD.(EO.R.)FOR THE PROJECT AND WHO WILL 13E RESPONSIBLE FOR THE PROPER USE OF THE PF-O.ENGNEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AJJD SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING GODE(Non High Velocity Hurricane Ione 1111�Ef: fu /�' '^� 02017 nLTECO.INCL X2017 EASTERN METAL SUPPLY,INC. .� ;•�.l� tits �`., -BERTHA HVTM V /� Accordion Shutter System v =1L C 0 INC. Q■S AAM S■JAI ■ KV.BINGE#1 W/OR W/0 KV.WWIlWN 131A M Ys.✓ J��n, y American Shutter Systems ICV.No DE=IPn0H DATE DRAWN V* L.C. « G iA{IC{ 4♦l T1LLIT TESTING & ENGINEERING COMPANY W A994CIC:tIOns Inc. I OLD 15-085 353 7j27jI 'MT& 07/27X17 T A. 8iLW.36th st.,Sts.305.WRWNR 4 RW4%FILR@M 3318 Pneae:(305)671-1633,Fe.:(3053671-1531 4268 Westroods Drive x ORAIWING No it SVR ��`�vj o- I:tat...4-I.Ca. West Palm Beach, FL 33407 3 i -F +III` WATER A.TILUT j,.P,F- 1��1 0, P.E $EAtf£t )A't'tiREfDATE noRaA uC #44167 5 SHEET 4 OF 20 AA<© o VARIes 4 , sl ib�p � , ' 2 • O PIt. y, r 19 `"�-• � _ T=�s� a �r 1 FIV SOLID BLADEUNIVERSAL sir E##_V_90'/18b' STARTER 3 HV U IVERS L FLOATER QUAUFIED OR uSE Wj COVERED UNDER US PATENT t� 5458779 QUALIFIED FOR USE w/HV BLADE TO � HV B(ADEr 1(g Hy WINDOW BLADE• 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE w HV 6063-T6 ALLOY AND TEMPER `SEE U ONS OF USE OF BLAD ON SHEET t9 ALLOY LADE CI)OYARD 37. 6063-T6 ALLOY ANNUD TEMPER 124' 60 - �1tCOY'A'RD TEMPER 3.22' �Q 085" (TYp �4 rr �• m .556• n .994' .0 ry 6 0' 6' o. 2 4 � r • 4:897" �7 HV AD�6 ADAPTER .W/LIP '6 6` or 1.37 a' 7 ` HV WALK—t1,VER TRACK " 6 HV ADJ, FLOOR TRACK d QUALIFIED FOR U E w/ HV �}IV TRENCH TRACE LOY A BLADEA i QUALIFIED FOR USE W HV p QUALIFIED FOR USE W/ HV 6463-T6 ALLOY TEMPER BLADE QONLY. V HV_RAINGUARD BLADE t} 6063-T6 ALLOY AND TEMPER QUAUFIED FOR U E w/ HV 63-T6-ALLOY!U[17 ,IEM- R r V ES t 1, 1.9 6' BLADE T Nay VARIES 1:936` 6063-T6 ALLOY A O TEMPE g .083' o '083' ..I 61• .loo .12 n.. D N p rA O "t 9�.,x 6 h _ 060' w 0• 0 .' 670 �� Tz 5' 670 1.686' ,$ C 670. 11 GEI{.(j�G�{EADER l'3 �� 3 HD. COUNO HE q flE0 FOR USE W/ HV BLADE 1 ONLY, QUALP FOR USE WJ FIV BLADE�DONLY 6063•-T6 ALLOV AND TEMPER"' QUAUFIED FOR USE W/ HV E(D 14 HD.WALL HEADER/SILL SEE SECTIONS FOR VALID ECTIONS DRY. QUALIFIED FO USE w/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALL Y AND TEMPER BLAOE�1 ONLY. 6 PER COMPONENT A O T1 T2 I X Y I, ACL%MK Y MK t 2' 2' 0.126' 1' 1• 0.052• 17 2- 5-MAX. 1/6' 1/0- 3' 3- 14.100• 2^ 5-)IM 0.192- 0.192- F. x t 1 SIDE ANGLES O CORNER POSTS ALUMINUM ANGLES s9 2:5^ 7•1"* 0-1110­ 0.194 � ��1lfa.IF1Ep FOR USE W/ HV ALLFIEQ FOR USE w/HV BLADE I QUALIFIED FOR 139 USE W/ HV BLADE -T6 ALLOY AND BLADE 1 ONLY. g� 2- 5-uA%. 0.139' 0.131, 606- LLOY AND TEMPER 6063-76 ALLOY AND TEMPER 1�rrrun„}y FI.OftiOA 8UllOING CODE Non High Velocity Hurricane Zone' Ja 02017 TILTECO.INC, 02017 EASTERNIAETAL SUPPLY,INC. . ERT TM J. — -L CAccordionOu. MAM#1W/OR Shutter AX TILUT TESTING & ENGINEERING COMPANY American Shutter Systems ICV.No DESCRIPTION GAT1 DRAWN 0f: LC TAS��” r 5755 N.W.luft.st.St.305.MRO'kA coxams.itOHNt 31,6 Association, Inc. OLD 15-065 7/27/7 OATS 07/27/17 (.106)671-1530.F..:(305)671-1531 4268 Westroods Drive 2 .QHId.... �$i� #­ E9 W00069�9.Mm West Palm Beach, FL 33407 3 DRAWING No S,a tFFt WALTER A TILW Jr.KL17-107 TLORau Lx.;44!67 5 SHEET P.E.' A � wT E/DATE 6 2 OF 20 I. 4 68 9 745' 2.2w 114'-20,91 .�- SS . rHREAs OWN'ENW& t 4'..20 S.S3t. AST Pkt1Ed RCADEd E CART .q, m b •) o HWSOia LULV. &%EO PAURM s CRC1URx .062' 0 .318•.8 SPASZ7tCt0ER GRASS ariot6Fa l"a4} q &KEYS(CHROU (CHROUE PLATED) 21 HV TE( ATE A2T>i HV c 32 = f� HV LOCK HV EGRESS LOCK UALIFIED FOR USE W/ HV BLADEQ& 1 LY QU ED FOR USE IN KV BLADEQ)&& iA ONLY "' 02_ 8 ") QUALIFIED OR W/ HV QUALIFIED OR USE W/'HV 6053-T6 ALLOY ANO TEMPER ¢' 6063-T6 ALLOY AND TEMPER 2 HY CORNER RMAT eLbl T ONLY. BLADE i & ONLY. �j C R�.NTE p AUFIEO FOR USE Wj HV BLADE(,t ONLY I-.250"O.D. 519, 74" 6063-TG ALLOY AND TEMPER PLASM Id} r 1.7 2. MOLDSCREW SCREW m n r 4.045' Q. 7 j1 n .360'AFTER RA!ERNG I---�A n d o:T n 1/4"-�20 5 X a3/4" BEFORE RIVETING. S.S. T141.11ASCREW 1/4"0--20 RIVNUT* *SERIES.9411 ALUUOlUN(2024-73 ALLOY)LARGE FLANGE TNIN ( �� • x750' t _ .� SHMf NVISERt.PMT 10820.AS MANUFACTURED OY AVDEL PUN " FRONT EUVATON } HV MALE "T" LOC;J,�,CENT 666• CHOW-TEX70RN,PARSIPPENY,NONJOTSEY 07454.6R EQUAL 1 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE V7/ HV BLADE 7 ONLY HV FEMALE "T"' LOCK CENTERMATE HV "T" LOCK CO HV ALTERNATIVE LOCK CJ 6063-T6 ALLOY AND TEMPER ( } OUALIFiED FOR USE QUALIFIED FO$USE Wj HV QUALIFIED FOR USE WJ HV BLADE TDONLY QUALIFIED FOR USE W/NV BLADE i ONLY IV/HV BLADE 1©ONLY. BLADE Q)ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER" 55 1.917 ,917' F' O63 _ro A6mr5 6 n)� CYUNDER OR KEY CYUNOER � .545' 0 .4 HD CENTERMATE W/ NO LOCKING ROD H-D CE TERMATE WZ LOCKING RODP v O O QUALIFIED FOR USE WJ HV,BLADE 1 6t UA QUALIFIED FOR USE W/ HV BLADE 1 & f 6063^T6,ALLOY AND TEMPER � 4� M.6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/HV BLADEW&&>;.?' -- ""t Sr - - ��� 6663-T6 ALLOY AND TEMPER " t{4`a-2O 5.9lei A&ErAL THUMRr 2' THUMBIORN (SDE OE7AL, a OR KEY _._ .. IV ry 1,57 . CYUNDER i� 1.78'Mo.. LCKIDd m114.0 HO LOCK 379 aQUALIFIED FOR USBLADE " 3 V .1 4SIj-2Q AIS, 6Y REGENT HAROWARE MC"SE LOCKS SERIES'2333 HOOK DOLT LOCK, i6 HV 3/8 0-16 ACETAL H--� Q6D6376 ALLEMPER �. 55}INSTALL0.Ti0N WILE A 7/i HOLE THUMBSCREWSE IE S.S. THUMBSCREWS OUALtFIEO FOR USE WJ HV BLADE�1�&OFF4 LIS AT TRACKS PER EDMENT UALIFlED FOR , HV B OUaUF1ED FOR USE VtJ HV BLADE tQ f�dR�dA B���I �i �ddE Hors high Velocity hurricane Zone 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVVTI� �7w4167 O` A■ ■ ■A■ Accordion Shutter System American Shutter Systems M. BLADE#i W/OR wlt3 An tOND(7N. LCC J Tk; TICCIT TESTING & ENGINEERING COMPANY Y Ev.N dEscaiPnaH dktt ORAaN er L c. 'C7 STATE , < asss ILw.3au.St.,51..343,MRMVA aAR0T1.5,FLCROA sst ASSOCiatiOn. Inc. t OLD 15-085 j27jt DArE: 07 27jt7 F 2^g �� Pnon.:(305)e71-1530.ea.:(xis)6n-1531 4268 Westroods Drive 2 DRAWING No t •%A `V \ rmoW GR.tooc0tsam ,e ZORIpA,.'r�A West Palm Beoan• FL 33447 3 A E0-COO67t0 -:,,St�E9'''••••••••-`(`,L��til,` wALTER 0. nLUT Jr.P.E. l 17-107 P.E. OANU`R"KATE fLORnA U. r 44167 5 SHEET OF 26 SHUTTER ASSEMBLY 5C ED 12"MIN. LEAR kNCIE HV M HV41 / TO BULDE T1,P IA .0452V (I) W BLADE 1 Eq0E .1875* - -1. KV w! '06'25- 0625 625` HV BLADE IA BLADE'S 1875' 0625 0.062- (TYP) & KV LONG RECESSED NYLON BUSHING KNUCKLE HV SHORT RECESSED NYLON BUSHING @ (0 HV NYLON HAT WASHER OR HV WHEEL CARRIAGE AASI 302-303 SERIES 4 4 0.870-x3/16- THICK NYLON WHEEL 2 7 w WINDOW 3WO 03.0 SEPARATION 0.188'0 AISI 302 SERIES S,S. RIVETS 'TWEEU 0625" 17500' SL 106tv HV 1 .1/4' ACCORDION PIN W/ #8 HEAD EXTERIOROPENINGS AN CI NTERS Ito '# .4%V 1:2 1/4 @ HV 2 3/4"ACCORDION PIN W/ #8 HEAD f CLEAR POLYCARBONATE IMPACT RESISTANT-HV WINDOWE1 HV WINDOW BLADE 9 AND- T S En M A POLYCARBONATE HV WIDOW DETAIL (DOR @ or @ N.T.S. NOTE FOR j (DOR 9 *POLYCARRONATE IMPACT RESISTANT HV WINDOW A BAYER MAKROLON 3103,POLYCARBONATE 12*MIN.C ICE RESINS, UV-STABILIZED GRADE OR SABIC TO BLADE Don IN INNOVATIVE PLASTIC LEXAN 103 RESIN REQUIREMENTS AT EXTERIOR 131ADE KNUCKLE FOR T 0 (SEE NOTE "I"' ON SHEET 19). HV(I-)Hy Cib 'R (a iii J, s (1) KV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR POLYCARBONATE SOURCES FOR,(q HV (9 BLADE. CAL SHUTTER ASSEW EXTERIOR APPUCABLIL TTPCAL PROPUTTICS SIANDW NT NV PIN @ OR AT (2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF KV ACCORDION SYSTEM w/ HV(D 00.324 (SEE NOTE*FOR sPEcptG ERAxtt ASM 070 BLADE WHEN CORRESPONDING TO INSTALLATION 11", SHEET 7. REQUIREMENTS) .04 lufmc too Amu 0613 9.400 p.]. njD"ML STRUD�JH At YXLD ASTV 17700 12AM P..L 13.400 P.61 K S.S. WASHER ssm au 340PO 1-1, (3) HV PIN I@ OR @ W/ 1/2" O.D. 1/16" THICK 'prT, U=xvS AMU W" 345.00 P.1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. "Mal ace ASDI DM III IFT-1w. 1-1 SHEET @ WHEEL CARRIAGE DETAIL SUM 004SITY AM 02943 47.2 S EC3 x LAM IM or stifimo AM DM C-I CILAn C-I CLASS N_'7 #.REMBLY LAYOUT 1040 4E0'r' mr chmom ASTIO Die" %rAn II ASM 0155 10,ISiLE SMIMIM MER aQ ASM 638 9362 p— LIM pmx MME STRM VVOZE V011MAI ASV OU 6461 C,1 9990 p..J, Q-) HV BLADE SOLID (A HV WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(HOn High Velocity Hurricane Zone, . .......... 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA NVTM Accordion Shutter System "IL ECOmc� A.S.S.A. KV.B[ADE,#I W/OR W/O KV.WINDOW RADE t American ShuH ,N ar gystems 4EV . DESCRIPTION DATE TILLIT TESTING & ENGINEERING COMPANY DRAWN BY, LC. % Association, Inc. t OLD 15- 7/27/17 085 DATEL 07/27/17 LaSS pLW'140r SL'SW 305,VD,;iLM OARDESg n0ACA JJIFA ........... Piiii—(305)871-15".ra.; 4268 Westroods Drive 2sst —DRAWING No .-.0:t1tqft.L West Palm Beach, FL 33407 still, te-0006719 — 17-107 IVALWALTER A TILW Jr.P.E. .......„./''' FLORMA ILI--1 44167 5 SHEET SEAL/SIGNATURE/DATE OF 20 1.61 Q6_w CONDRION H;.ONE.MV LOCK( or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY$PAN OR 12'ABOVE ORB OW 2 OF SHUTTER 5PA4 FOR SPANS UP TO 105',AND FOR INSTA IIONS AT ANY t ELEVATION. HV LOCK 2 ar MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR r GENTERMATES W1(2),1/4 0-20 x 1/2•LONG FLAT HEAD $S.M.S,LOCATION OF LOCK SHALL BE.AS INDIC SHUT7£R ELEVATION. �w4 a y, bQ(IlQN/I:IF DESt OR FOR SECURITY PURPOSES, UP TO TWO HY LOCK Ra` OR ow.MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERIMTLS 0, L �SHALL BE AS IND LOCA ON� BE AS INDICATED,ON TYPICAL SHUTTER ELEVATION. p�8-pNVB�- �TOPTIONAL COND ON 12 DUMN40 lomwy __ _-UWPMRY CONDITION#j OR LIMITED MAN /2 I5� WAVOO_H.V. LOCKSL• LOCKING,RODS ARE NOT REQUIRED AT-HURRICANE POSRION, BUT MAY �I4 5 O oa 4• °M¢$ BE USED IF DESIRED TO ENHANG£5Ht1TTER PERFO MANCE. LOCKING RODS Qq OR AN ALTERNATIVE DEVICE C MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. i0ID,4H...1I2:ONEHV LOCK DE USEDtlCATEO CORNER -ANY SPAN ii AND INSTALLATIONS.AT 71T�1Y"ELEVRfiIeNa-FA/-kOG UTSIOE OR INSIDE LOCK, ATTACHED TO t� GARNER CENTERMATE Y!J(2} tJ4.0-20 xiJ2'LONG TEA[SSS.MATP& SHALLBE USELOCAIONLOCK SHALLBEASION TYPICAL SHUTTER ELEVATION. tl� xcc__-trve MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER'SCHEDULES SHOWN 4N SHEET 12. CENrTERMkTES I* fn 9999 5� 33 Qg rte,,ONE ALTERNATE Mt LOCK q MAY BE USE4t�,�1N LIEU 6F HV LOCK or FOR ANY SPAN AND t S= Sr 5 � INffi1-TIONS AT ANY ELEVATION.ALTERNATE LOCK Q,§ MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT x o OF 1/4 C 20x3/4 s s THUMBSCREW TO @ OR Q CENTERMATES SHALL BE MADE W/ 1/4-A-20x3/4"ALUM. k � RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO l LOCKS AT 1/3 OF'SHUTTER SPAN, ` �d Ch u,OATOgy QNQmON Jx FOR KEYSTONE IwOU (S iNr*„nslAT1ONSe ONE HV LOCK 0 or . Q SHALL 8E USED-AT 1/2 OF SHUTTER.SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98',AND FOR INSTALLATIONS.AT ANY ELEVATION.HV LOCK(&or 0 or'@ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO @ or&SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/27 LONG FLAT HEAD S.S. SEE ENP M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 6 WJ it) CONNECTION { OR-j TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON Vn 4 A v w x SHEETS iULL Il *NOTES ON HY "T" LOCKS ANDHTE M(MAATES: HEIGHT. OF CORNER 1 ,SECOND ALTERNATE TO MANDATOSX CONDITION 11 VALIJ ON�X FOR CENTERMATES 9b AND D xtmx CENTERMATE .ONEALTERNATE HV'r LOCK MAY BE INSTALLED IN UEU Or HV LACKS�OR FOR ANY SPAN AND tNSTALU1Ti0 hT A»Y ELEVA7t0».ALT ATE LOCK AAY BE USED AS AN INSIDE OR OU IDE LOCK,ATTACHMENT l :J V OF COCK INCLUDES Lt51NC REINFORCING LOCKEt3� ,-AS SHOWN ON SECTION HVG,SHEET 9,'WHICH MUST BE 10•t S 17+ 3: 1 }' a� CONNECTED TO CEMERMATES @ AND @ W/ T/4:0-20 x 1 1J2'LONG S.S.THREADED BOLT WJ 7/8 o x 3/32' O+(.7�*�7 a�:J�'(2) @- MAXIMUM ABOVE D BELOW,MIDSPAN, INTO WINGNUT OR W10-200"&S. .SFUSE OF TWO'LOCKING RODS TOP AND AAY'BBOTOM IS INSTAEMANDATORY.AT OR 12" 07 "' ®�®a1�+tL3}aR t,s•1�}5 a t *NOTES ON HD LOCKS & CF�ERMATES: WI 7 j(Q„LOCiC 3 .)jb Ct[NTERMAT'ES t3L9R 3 WI 13�. :ONE ALTERNATE HD LOCK(D MAYBE USED IN Up of HV LOCKS 1 OR 0 FOR MY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE NO LOCK®MAY BE USED TYPICAL (1� h_I�/ BLADE SHUTTER ELEVATION AS AN INSIDE OR OUT5ID�E LOCK.ATTACHMENT OF HD LOCK A TO @ IS W/�3 18 x 3/8'FH.S.SALS..AND INCLUDES N.T:S. REINFORCEMENT INSERT _V AS SHOWN ON SECTIONS HUB-M&AND HDC-HVC,SHEET 10.LOCK MAY BE INsTALLEO AT MIDSP44 OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS g,IS COMPLETELY OPTiCNAL llp»arrrrr'r FLORDABUILDICODE(Non High Velocity DrricOne one 1711 P� /��f 02017 TILTECO.INC. (4'12017 EASTERN METAL SUPPLY, INC. s '.. BERTHA HV7M ? Accordion Shutter System I L ECO IHC. A.S.S.A. Kv.a"#t W/OR W/o RV W=W BLADE 1 �� American Shaffer Systems •fl' TILLIT TESTING.& ENGINEERING COMPANY r x ots15-0x oAtt DATE_ Or L0 Association, Inc. s QLD Ts-DB5 Tf27 T: atiF 47/27/77 61.N.761A.54,Str,305.YWSaPA 0AN0T3i5,R0B0A 3315 1T Phoma (305)871-1574.Fo":(508)871-1531 4268 IVestroads Drive 2 DRAWING No ;,,,,,,.••�1�Llll .- a:utt�oco0t94om WesL POIm Beoch, FL 33407 3 :tl10NAL 0"111 wALTEx A.TlUJt Jr,PX 17-107 P.E. SEAlj516`I�IA`�URE/DATE TT.OROA Ela r 4<s57 6 SHEET OF 20 NCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE- SHEET 13j REQUIRED 1/4'0-20x3/4'S.S. CONCRETE R£QUtRED CONCRETE ANCHORS MACHINE SCREWS CONCRETE �` '`^� %- (SEE SCHEpULE ON WJ 1/4"-20 REOU (0 CONCRETE ANCHORS ,� I r' ^ 17 18 EKTaNE(SEE UOUNTINO®ON SMLT 7) I �,. SHEET 13) NUTS O 12'O.C. f (SEE SCHEDULE ON SHEET 13), i 1' r { 1'. 41, �.� '� MiA. I ✓� Min. •`t 1/4'0-2013/4"S.S, 7 12 OR f^ ED a, MACHINC SCREWS. - EO E -4'41 %' % -w" ! — '-^' USING 1/4-20 NUTS �p } ( f )-7- 171 E.O+ rf 250'MDx. 13 OR 15 %_ J. OR, 1 f itL E.D+' 260' E•0� r f 250'Mo.i I OPTIONAL i1 % r' ' l•ORiIONAL i i�� Sat tt ` ♦ I MIN.SEPARATION 78 GLASS 1 nTCRad}SHEET 101 1 OR' I + EA151TNC (SEE SCHEWLE ON SHEET 11) 1 EXISTING ; aql 1 i MIN,.SEPARATION TO CLASS)aSTIIja I 1 GLASS CLASS—r F{SEE SCHEDULE ON SHEET II) aASi I 1 � @ HV WALL HEADER INSTALLATION O D HV WALt, HEADER INSTALLpT10N +,KEYSTONE ' U*L SEPARATION TO CLASS ++ I)- EXISTING Wa 5EPMADUI ` 1 aR 11 EXISTING �--(SEE SCHEDULE ON SHEET 11) 1 I TO OATS(SEE 1 t i.�. MIN.SEPARATION TO CUSS c1:,S5 { SOfLUE a sal 1 {SEE SCHEDULE ON SHEET TT} + I '0 s to FOR BLADE roaD j /- 9.KfSQ)tQa 9 EXISTINNG-� V aPTlottAL ii t Ili II1 1 I� 1/$Max. �Ia. �iN 1 OPTIONAL !I j 3 OR 15 tt E.,D,. - f � � � I1 f D�•'�IOr� r� I I I � .A/2" ' LEQ ED 18 tt ILALIJ 13 OR I 12 OR 14 # r 1/4'a=2oxJ/i'&S. wn. PHILLIPS TRUSS HEAD + - `+y '` 1/4'4-20113/4-SS.PHILLIPS MACHINE SCREWS 051 G s._....L4..'% CONCRETE ANCHORS TRUSS NERD AUlCH3HE SCREWS CONCRETE ANCHORS �%at.18 i' 1/d'-20 NUTS A 12`O.G, i t^(SEE SCHEDULE ON t (SEE SCHEDULE ON SHEET 13j POURED CONCRETE— SHEEt 13) v7/1/4"-20 NUTS 6 12"O.C.RED d f MTn, OR CONCRETE CONCRETE POUCONCRETE BLOCK `f .- CREIC ANCHORS REQUIRED W REQUIRED HV WALL SILL INSTALLATION (SEE SCHEDULE ON OHV WALL SILL INSTALLATION RED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED � HV WALL_�INSTALLATION HDTF FOR CDMRINATIDN DF ucnaNs: INSTALLATION DETAILS W 1-SEE SHEET 4 FOR TYPICAL.SHUTTER 4 E.O.-EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR 2S uOLNYING S£CTIONS,CAN Df COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1�}A ON SHEET 1s 1. .HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. 00 lltt., 111 . P A.1/1 FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone; � ...IJ I»Ns ,. ✓„ '� 02017 TILTECO.INC. 62017 EASTERN METAL SUPPLY.LNG. ERTHA HVTM .4 A A Accordion Shutter System IL L E C O rN . KV: > #1 W/OR W/o KV.n}�,13 AM Q�Q TICCIT TESTING & ENGINEERING COMPANY American Shuffer SysfemS Rrv.N DE50111FDON DATE DRAPR7 ert L.C. ^,d'• T� 5355 ttw.38v+.St..Sta 3D5.NRUM GARDENS.11CROA 331E AS'SfaGif3ffOnx Inc. 1 OLD 1$-065 37/27/17 W?Et 07J27J17 �- - +r^ Phone t(3D5)871-I=.Fat:(305)671-1531 4268 Westroads OK,,, 2 DRAWING No G+,d a-m07 01..00044 n West Palm Beach. FL 33407 3 "•fONAL� ,1� WALTZ LUT' Pr 4 17-107 P.E. SEAL/SIGNATURE/DATE 'tiD 1x 44187 3 SHEET 8 6 OF 20 CONCRETE ANCHORS + LiN wvAal310" 1 OR &}+ CONCRETE (SEE SCHEDULE ON SHEET 13) i Orr - `�' EXISTING .I r To txASs ' 1 REQUIREDEDGE OF It @A`n CLASSI�DUtE)ON x s4LT ID t 6N.Si➢fAligM 3 , 9 /r( ;',r r r r•'/1IF to mallAPPU f ma;(B&EXIST S� �. I a saisn+rtta[iy ' 9 '' ,a rr""r '",[[���EO E '✓r r�� r .� I ANCHOR LOCATION t r r EXISTING ,r r 3 01093/4'HEX WASHER HEAD y �� r`,F 319 u R TEK SCREWS 0 12'O.C: CONCRETE ANCHORS 8 r f` r F r j', Ola urN. "v' LAO IEDGE F (SEE SCHEDULE ON SHEET 13) . E'' . ." APPLICABLE EDGE OF EXISTING I ++ i -..�1r /J`r / ' It/ ,r : • `t ,•' .r' r r r SLAB IF GLASS---� E ifF ' r �' ^' >i�,rf lj2 �:i' 1 it r EDGE OF I jj!i F r .✓'`r .APPLICABLE /`✓r r et t / ,^� SLAB If ?' ! .. F.✓'rr J r' i 101=2 tt�IAAIron APPLICABLE '. r, `. E.0 E,O r'r /, /,F� APPt)C40i.E POU t0 O.ASS tSFE ✓ f.r '' f r R� E.D. CONCRETE FLAT HEM CONCRETE ANCHORS tai a [tN POURED-,/''�'` r�'f ^' r te,++ ^` '" R UtRTC (SEE SCHEDULE WPI SHEET 54) r`' ,,�!, J „� r w s OO ETE, REQUIRED FLAT HEAD CONCRETE ANCHORS Qe s4ZT to 1- D Qg -QQNCREED 11 TRENCH INSTALLATION 9lSEi@mQy REQUIRED E.D.� E-D• (SEE SCHEDULE ON SHEET 14) AUD ONLY FOR UP TO +70, -75 PSF A.S.D. (RI HV FLOOR INSTALLATION HV WALK—OVER.-INSTALLATION DESIGN PRESSURE RATING t4 FOR SPANS PER Q HV CEI INo INSTALLATION SCHEDULE y3,SHEET T 1 F7f151OrO IFrA 3'LPIIfAtgN i rrt-- ^taaNE sr4cr u} , ' a CONCRETE ANCHORS rtawmaw (SEE SCHEDULE ON� TKiA tw fSauv sCWfciAT.ssI ITo OJt1/4'0 rnx Garx somc SHEET 5) -�^ I i EXISTNR t . I PIZA EXISTING I EXISTING-^-I m w RAtrn+4o miss CLASS— ITUMIS04Y(Ya 1/4'0 M W/ I 1/4• CLASS�i GI;ASS --Ifart so-wAL en s+an t11 ' ' ---V tar,w ou;xoI to' FArl 319 NaLTAPIIR SECR VIr W8/ aLAX. t I r i i O�sY stwronc tw +1) ' O.G FOR UI:is 8'-0'SPIN ANS r Q r r r r r 10.IDN SPMI$t/NM,ER,71KY r SFAVNI AT fl') FAStl= V ' I r r i i I �MA1f. r^ r r/ LIYst.)(`fiC eg1E t G1 1/2 OR @i' r r WASHEfl4 NERD IE fl r'` /.' CCt1F.SriWaT,.-.�^y SKM it WiTA7gr4 Sj� _ 1lAX. r eaH. t t TEK SCREWS �t4*3/4" HEX HEAD aw '1 TEK SCREWS 0 S'0.C. r _ _ 814¢3 4"S.D.5. r I s _ / + ''rte' 1/t'a-7a.1/+-S5 uS OR 1/4.O-x0'S.S.N.S. CONCRETE ANCHORS }} 1 / - �' .,`�_ 0 9'0.C. I Max.4- Jr�rxi Oz'1/4- 20 NIRS W/NUT 0 S'O.C. SHEET SCHEDULE ON r? L, -'•.-" 1 j2 -�.t �t, E%ISONO NON STRUCTURAL _. )'7 OR.!$ 1l2' ( 1.1' 4 r.' '/ )7 R!$ ••2AD'MIN:. WILL MM(DECORAIM •i.• E.D. SILL) S4GE � } Ii f' +,,r kjl�4.3/4'F.N.S.O.S. - MIN. .1 7/9 y ,� Ff ! APPLICABLE -t `CONCRETE ANCHORS SEE NOTE I3(b) 1` S' SEE END WALL Al SHEETS. 10 &-18 OUT r !NSTALLATlONS W f 1 HV AE}LTEs ON L LOC RODS 3( ,HY I=$Q)of(I Q UT O' �N AND ALIERN4TE FN LOCK 0 ON SHEET s, EXISTING GLASS * SLADE SLACK DEIAL INF IS VAUO FOR ALL BLADE Wj HV CENTERMATES CE11Tc'RV+ATESAFFLUPONWITH EIADEUi ®an�oA 6�.U7 mw10 •�oA OR. Q= SEE END WALL CONNECTION f0• t�$��•�a 1t •Q D4 EXISTING CLASS DETAILS ON SHITS 10 dE 1 �' • ��;�T�� _t-_ 1 � ©`�°�Q`�°�Q•� - ____ ...__7777—___._..____-- ___________________.__ ----5 2x2"R7/8'AO'-2 ®• I�6 as�.�a t�9• 3 1/4- 7- 6 1/2' 7- (6063-T9 ALLOT)AWUI - E YC ANGLE W/(2) t/4'a TAFCON ( 1/2- 04@-@ ANCHORS To cDNGRELE CENTERMATES CENTER RTES Mi ARA110N (TOP/00110m) #10.3 ff SUS 0 12- W/ HV LOCK or s HV LOCK43 r 2(x`5 S.M.S.TO T08E C,FULL LENCHT. W/ O TO 5 AT EACH ANGLE.(Tr?) i {SEE SEH iV 5 � � - * 35* �N � � 3 ON SHEET 1 1 - --7777-- - - - 7777- --- -- - - --- 777 7--�----- - -7777-- -- Q���tQ' 1 HVB OUT * HVC HVA tA�M 7 cR 8 tO -1.3- POUR RETE OR O`O y—EMISTIriG G �-i l ED BLOCK WALL 6 3 II Eou eo ExlsnttG ` °"�3`��®`�""� SYM1 ��O.�E7�C6 (21 _ N — MIN SEPARATION GLASS $ •�a1ox. s�j w�• �E> Ttt b 1 w E T RTES HY * TIONAL ���-�� (SEESCHHFAULE �� ��'�_... •,- GLASS iNTERIC - 111 to-�°R +Q`a l •� ON SHEET 11) ..) I'll NTOEIP SION (SEE SCSiEOULE OPTIONAL ON SHEET 11) 'N (INTERIOR} -�.--.._ ...-- _—_�._— U"IJT _ +—EONcaETE' Ak ANCHORS®ll 19'0.0. 1 5 * 3 VARIES M I U * « v .-( t-o {)'/x m OUT 6 1127 Ma.SLACK o T C% (EXTERIOR) HVE JJ V HVF** HVD djlTyAra FIORIQA BWLQING CODE Non High Velocity Hurricane Zane 02017 TILTECO.Ifa 02017 EASTERN tIETAL SUPPLY,INC, BERTHA n1L E C 4 �N Accordion Shutter System ' T H.V.BLADE#1 W/OR W/O RV.WINDOW RADE F/ v TILL IT TESTING & ENGINEERING COMPANY American Shutter Systems LY,H DESCMPTION DAtt DRAM7t 9Y: LC. Association. Inc. 1 OLD 15-095 7/27/1 DAA 07/27/17 3t( 5) Moi.we+axu.(30)8 1-153 3316 x',,V Phana;(304)971-19`A.'Fm :(]05)971-1531 4268 1Yestraods Drive x DRAWING No \'+LL n-ma�tti0006719 com West Palm t3e0ch: FL 33407 3a 17-107 "•••••rAAAt'1 1 WALTER A TIL LIT J,PX ftoRDA Uc-f 44167 5 SHEET P1, SEAL fSi6NhTURE/DATE 6 8 OF 20 ALTERNATE ( "T"" LOCK HV "T" OC S C TE S -8 9 LOCKE S 92 X46) HV BLADE SEE END CONNECTION DETAILSON SHEETS 10 t 18' INSTALLAkTIONlit HV BLADE FO—UTI INI euattpsunc�cETrJ M Ixp ATEo aN zIREEr o W1 HD CENTERMATES t`Se� ifs Si` As wcu As N+NEI SAL FLOATWO Ru9EO)bcrAa -R , tt R 6 7 0•s++�10 s R RNO:CATEU ON itOS SHELT,wY SE USER W4M FIOS Jt7ER i D��R�•����� nasuu OtT Nvc irrnus�tcr.. SEE END WALL CONNECTION I �•O•�R�.^«�µ ARS ON SHJ:.f'TS 10 A 18 i � ®•�q�.�a�8.�j o, ANRtEtA Ms-7, -r ",�`'i' ° roP3nosiu#il 4* roPr3to5Nu)_ ro -------------------------------------------------- -1104/4' (+)110.1/2�s-sem.to mon i .SAS,uma. t .•, — { AT rAM ANaIE,tT9) 30 HV "T". IN puisN ? �N ( N(VS — 0w AurAw 7 S/+' (:a Sb* 5 3 LOCK (INSIDE} — ' {y, 5 ) 2 28 1 x t 31x' . !0• :Sro OUT 31 oR 2 g 31 OR 32 31 oR 2 31 aR 2 �✓ 3 2 1/4" W-20 x i 1/2•' S,S.M.S. * SaPnoN j #SEE No1E a r.R-Coag. WJ 7J$ g.x 3j32" W(NGNUT, taPnoNA3 F OS—HVB O�1T HDC—NVC •r LOCK,on SHEET s • � SYMMETRICAL HD CENTERMATES 0 HV '•T" LOCK (OUTSIDE} SYMMET1;sCAL HD CENTERMATES U—V * W/G! LOCK (EXTERIOR) Wl f' LOCK (INTERIOR) 'I'sERr,Es 1,x44 u0rra+0u (2024-13 ALL"WRCE rLAWX TION a®a©•OpR 8(1010x•�a' SHEET 1AMERT.PART 1 0820. is x'Y,,,—9— AS VA UFACTUM Br AYOEL Clow c./ 1E%TORN,PAASIPPVTG NEW JERSEY ©•�•�R�•7�•®0. 07054 OR EOWL Sa from ON LOCIOM Roos p A Ro p Loos aN��4acT-5�I' 0wY4 wL Ramo MAOE0 CVAI bOD-R&a M0 MR ALL CENIERHATES A"LWA=u•rmH 1 f HDO—Hyl## FLOATS STACK J!!!ltttlupr�r! 1Ij14i A. j '-. FLORIDA BUILDING CODE{Hon Nigh Velocity Hurricane Zane 1 tf;.R2017 EASTERN METAL SUPPLY, INC. 02017 TILTECO,INC. sic nrS -. �, BERTHA HV7M 0.4 �� A S S JAL /�l ECO ,N�. Accordion Shutter System !tv eiaDe#1 W/'OR w/o tLv.vittuaW etAOE TILUT TESTING k ENGINEERING COMPANY American Shutter Systems .N OESCRRPTION CATS DRAWN 9Y. E.C. per`"••• 0 pl �••�4�t+t 8555.N,%Sam.S4,,W.305.W ZXX GRRWM FLOWA 3518 Association, Inc. t OLD 18-ass 7127(1 Mffi 0727 17 �" • Phone t.(305)971-1830.Por:(305)871-1037 4268 Westroods Drive s DRAWING No jQNALN�` 1tt1 a-ma Uu ftoW-0006719.cam West Palm Beach, FL 33407 3 •.fttJ,AJ'''i 17-107 nn' x$ . xt 4.1c s SHEET RE/DATE OF 20 OUREDCOSJCRETE 4R r--POURED CONCRETE POURED CONCRETE OURED CONCRETE AI r `�±� OR CONCRETE ' OR CONCRETE ` ' CONCRETE BLOCK WALL ��' ' .F.` r OR CONCRETE �_.,..�r ,,..�7 REQUIRED OR CO WALL REQUIRED I�' �"`f` 6LOCK WAIL REQUIRED 1 t� BLOCK WALL REQUIRED rf E%i5T1NO CLASS ` r Ir ,r EXISTING 1 f CONCRETE NICNOR'� /EXISTING GLASS !'� — 1,,, `r 2'MIN.. - NO GLASS �,,.� t WNL SEPARATION } -(T ,,,%, f 1. t- _ •+=-$ LAIN„' i w{ p TO GLASS(SEE I r�✓ TO SE (� C~ �f IAN.SEPARATION •��j MST.SWARATWN YRmUIE ON SHEEP am 11 EO ' Ea - TO GLASS,(SEE n FOR MADE IT�MU t' SQffDULE CN sFEEi' #t f { • TO wss(SEE ' SCt3E'04EE ON SHEET T/T6'x3-MAX IX9 5T$kTT t9 FCF2 I r I i f' SCFlEOCA,E Ori SHEET it FOR BADE®Mll1 Am (6063- NT. ©?� t ON 51tEL7 19� t 1/2” ( 1OI OR BLADE(I)W N SHEET is FOR —,ON SHEET 19 FOR M.CLOSER r 1 GLAAS{}i,& }—_"- BLADES Mk (LOt:ATE RT 1. £4J.Ef5p&p PLATE,(LOCATE 1/2 ERHER SIDE I AT EITHER SLOE MIN OF So) '10x1/2'S.M.S. ( i I ✓ AL INUM UP AN'XI/B'xo - ptQxt/2-S.M.S,_I y A 16'O.G. _�__ ALUMINUM CUP ANGLE W t8"D.C. _.-, I -�'e%' (6063-T6 ALLOY)AT MIDHEIGHT- i (1)BrG;T/2-SALS.Taps: ' W2)1 - 1 AP CN(LOCATE AT ro .SEE DETAIL X F ) OR �+r EITHER SIDE OF.p) 1 QR . SIDE CONI X tJ 1 OR SEE DETAIL X FOR DETAIL FO 1� ff TO TRAC SIDE CONNECTION OR I �+r©•O7 ap°LO•� 5 m SI_ CONNECTION TO TRACKS I > a >A6•.7.8 L .pa 1Ra� IDE TO TRACKS 10•®�p•�.p. m 10•�m•+.✓`�©•® ®•0{� ©m©.�j •�°, g.O.©°'©. .�d. ©.0.0-®.07 .0a @.@o.p.Qm@@-@- ®•®mp,®a®.po d'�°�•�°''�' mfr 0•p60. m@•@ mp: END CONNECTION DETAIL Q3 END CONNECTION DETAIL 4Q. DETAIL Q END CONNECTION DETAIL END CONNECTION i REQUIRED ONLY FOR SPANS GREATER ImAN 12'-0' tlNCRETE OR �EXISTING GLASS . CONCRETE BLOCK WALL REE -------------- -� TO GLASS(SEEON 1/ —_•—_—"'�` ~_ Ofi(�Oft�OR 41 F �ItJA'S? CONCRETE 1/2-MIN.SIZET TSCHEDLa.E ON `•,-�'_-_. __ 1:J "�./ �� �^� e ON SHEET t ANCHOR D \ 11 FOR GLADE(DAND 4. --� I___.„__ __ OR®ORII OIOR@ ON SHEET 19 FOR \> CONCRETE EIADES m do Q� 12' . .o 1 i RAM ok 0 i '_ OR(D ANCHOR ®O.C. '-�_ 1 2 MIN. ! :"L.�.. k �^_ E .� SEE LIMITATIONS OF USE FOR 2'MIN.,.' BLADE +oa ON SHEET 19 1@OR 1@OR 1�OR 1@OR 9 ..VIEW e 5 i OR ( PLAN AIL 1 OR ®' END F� ON POURED CONCRETE OR , ®°"Q�s®• 7pm °l,r'.`��•� iDp�ap.•t�3+p•�m t..r•t-�! IFY� LLA ! CONCRETE BLOCK IVALL foo ®°',�•� LY°" G 7 m 6 ? 6�, REQUIRED hr�0. •� �`Q'•v Q"Q`e.9'a HV BLADE. OR FIV WINDOW BLADE INTO J L,✓ �'��•�•�°©'6Ja CONCRETE OR CONCRETE BLOCK WALL. FND "CONNECTION DETAIL Q OB �a�•®m Q�mtl,r r p d m FLORIDA BUILDING CODE(Non High Veracity Hurricane Zone 11+L„�P` •.. 020f7 mireGZ=7 EASTERN METAL SUPPLY,INC. 1 �• V E}4 +�C•.. " —` THA HV TLA A /'Fi'LrE C o N .S.S.A. Accordion Shutter System American Shutter Systems KV.BtnDE' t w/()R W/o NY.1Mt�04Y TILUT TESTING do ENGINEERING COMPANY LV-.R atscRrnnaN oArc• DRAWNBy-' La Association, Inc. i OLD is-CBs 7 7/1 mm 07/27/17 w Ess#n.w tau SL.St.,Sas.MMM r%R0 .AtftA.s31n DRAWING No �� Pno e:(56s)6?1-1530.rcx:(3as)ei+-1631 4268 Westroods Drive 2 '•_ /jJN AL�N��lL+i11 D-pie MLUT+s West Poim Beoch, FL 33407 i "^ 07 �. .r WALTER A 0067 Ar.P.E, `r+�irrnA" FLOPoOA Ll.If 441, 5 SHEET P.E. 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(tin.re-3 bij (ry} SLL 0641116EAlI'A:' AABNC .omm NEfAThE p165S8[.RAR'�i DFSCII 1EGNV1IIE PRt59AS R01XN -t/i'9 BLUE TAP CONCRETE ANCHORS,W/CAP AS MANUFACTURED BY FLORIDA FASTENERS.DIRECT,INC,(Min,rc- 2 k9t)- 7APCON OR - Ij4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,WC.,AND DISIMBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 30' 44 80'7S 90 120 166 205 30 40 00 7S 8tI 120 160 205 30 40 So '76 90 120 166 205 TAPCON WITH ADVANCED COMPANY AR ANY OTHER APPROVED LICENSEE ORAUTNORIZEO VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWTIOK,INC. 4 11 tp p B 8 6 tub N 12 10 B 6. 6 6' a is 12 10 p 6 6 6. a THRNAOFORM TECHNOLOGY (Min,Ec-3 k3l) 3'=0' 14 t2 10 9 8 8 '6 6 14 12 10. 9 8 8 8 S 14 12 f0 9 0 8 6 8 ALL POINTS SOUR-SET OR 14 12 10 9 B 8 18 6 14 .12 10 0 B 6 6 0 14 12 10 9 B B 6 S BLUE TAP W/,CAP K4TE5 14 12 10 4 B..e e 7 14 t2 'i0. p B B 8 8 14 12 10 0 6 8 G 8 TAPPER+ AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPGON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER* 14 t2 To 9 6 7 53 33 is 12 10 8 0 8 6 B ti i2 TO 9 8 e fi s ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4.-0' 14 _T2 10 O 11 B 6 0 14 12 10 9 B a e 6 14 IZ 10 0 8 B 6, 53 44 72 10 9 8 8' e # 14 t2 /4 9 '8 6 6 43 14 12 t0 8 6 a 33 AL2}MINIMUM EMBEDMENT OF 1j40■3j4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7j8•INTO THE POURED CONCRETE.LID EMBLEMENT Ia 12 10 0 a' 'e 6 4.5. 14 1-2-W 9 0 8 �6 5.5 14 12 't0 0 8 B 6- 43 INTO STUCCO SHALL B PERMITTED..1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 I/2'LONG MINIMUM SHOULD STUCCO 14 t2 10 9 7.5 5.5 3.5 - 14 12 TO 9 a 8 0 5 14 12 10 9 8 7 5.5 4 4'C Maws Or USE raR E7QST,ANp T•MiNiUUM FOR WALLS WITH NO STUCCO. 14-12 10 9 8 a 8 G 14 92 10 9 8- 0 6 5,5 /4 '12 10 9 8 8 6 43 6iA9s Cu SNEER t8 14 12 10 9 8 7 { - 14. 12 10 0 a a5 S 35 14 12 l0 8 6.5 5 3.5 3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANEL'S.PAVERS OR ANY VENEER B FOUND ON 7H£EXISTING WALL()R FLOOR, 14 12 10. e S 7.514.51- 14 12 TO 9 8 -e 8 4S 14 t2 10� 9 8 6 43 .75 ANCHORS SMALL BE LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID-WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED'ON 1 12 93 73 83 4.5 - - 14 12 10 9 8 7.5 SLS 4 14 12 10 0 0 0 43 3.5 ,NT��ON&INTO A.2)ABOVE. FOR IN.SNAIONSE VINY. 20SIDING OR EIFS WITH OR WfTHOUF METAL STUDS CONSULT THIS ENGINEER,FOR 14 12 10 9, 8 6 6 14 12 10 9 0 'a 6 '5 14 t2 t0 9 8 8.5 5 JL5 14 12 10 0 73 55 3 - 14 12 10 &S 7 SS 4 3 14 12 B 6.5 53 4 3. (0) TO EXISTING CONCRETE BLOCK:(ASTM C-90) t4 172 10 0 1L. 6 - - X14 12 .10 9 6,16-515 .75 14. t2 10'B.5 a 5 4. - -- Tj4"tl TAPCON OR TAPCOH WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUiLOEX. 7{ 42 0 8.5 5.5 3 - - i4 i2 t0 9 a• 6.5 4'.5 3.5 14 12 10 8 7 5 3.5 3 - 1/4"0 113/4'ALL POINTS.SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT do SPECIALTY COMPANY. 7,-Q. 14 12 '10 0 8 0 _ - 14. 12 10 9 6 7 ,5 4 14 12 f0. 0 74 6.5 4 '3 - Ij4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS 01RECT,INC. T144-F2 10 6 6.5 4 - 14 t2. 9 7.5 8 43'3.5 - 14 IES 7 5.5 43 3.5 - - 1/4'4 TAPPER+ANCHORS AS MANUFACTURED I3Y POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL.POINTS SCREW, BOLT&SPECIALTY 14 12 10 8.5 7 4 - 14 12 f0 9 73 'a -. 14 12 9 7 7,5 - - 00MPA V OW AJY 07HER APPROVED LICENSED OR-AUTHORIZED VENDOR REGISTERED WON THE AMERICAN SHUTTER SYSTEMS-ASSOCkTION,BTC. 14' tt 7 55 4.5 - 74 12. 10 9 gal - 14 12' 9 7 45 B.-0. 14 12 10 9 8 83 - - 14 12 t0. T B - 14 12. 10 'a s.5 S - NOTES: 14. L2 8S 7 53 3 - - 14 t2 8 6:5 5.5 4 3 - 12.5 R5 8 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK QF TAPCON.BLUE TAP W/CAP ANCHORS,AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON i4 72 0.5 75 6� - - 14 12 OLS a 63 5 - - 14 12 9 6 63 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 11 93 6.6 5 35 - - 14 12 10 8 63 5 - - 14 12 0 6.5 5 4 - 5.�. to 12 10 _9 8 - - 14 s2 t0 9 73 43 - - 14 12 85 T S.5 4 - 8.2)MINIMUM EMBEDMENT OF 1j4'0:3j4'ALL P4RtT5 SOLID-SET ANCHORS SHALL 8E ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO 14 113 73 8 4 - - 14 u 7 5.5 5 3.5 - 11 B 53 43 JL5 - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. Ile 0-20 SS,MACHINE SCREW USED SRAM.BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 0 05 43 - - - 14 12 93 7 ti3 4 - - 14 105 7 S3 0 4.5 - EXIST.AND t'MINIMUM FOR WALLS WITH NO STUCCO, 1.5 Q5 63 4 - - - 14 12 0. 7 0 43 - - 14 11 7 6.5 43 JS t4 tz 14 9' 73 - - 14 t2 10 B 0.5 5 - 4 12 8 6 5 4 - 8.3)1N CASE THAT PRECAST STONE,PRECAST CONCRETE,PANELS,PAVERS OR ANY VENEER BE FOUND CIN THE EXISTING WALL OR FLOW. 14 10.5 7 6 3.3 - -- 13 9.5.OS 5 4 3 - - 10..7.5 5 4 3' - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE"BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1)&8.2 ABOVE FOR INSTALLATIONS ON VINYL SIDLING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 14 i 1 S 5.S - - -.. 14 11.5 9 8 5 ♦ - 125 OS 8 5 4 4 - ) TOS a 5 - - ^ to 12 B BLS Ss. 4 - - 13 10 s5 S { 3 - FOR INSTALLATION INTO ED'S WTH METAL 5IUDS SEE SHEET 20. 14 IZ 10 - - - •, 14 12 0 7 6 4.5 - - 14 t" 7 5.5 4,5 35 - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 11-tl"12.5 95 5 - ^- 12 9 6 R5 4 3 - .9 7 4,5 3.5 ] - - () 14 10'7 - - - - 14 14.s 7 5.5 4.5 - - - 115&5 53 43 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR.ANCHORS. 9.5 7 43 - - - - 14 113 75 6 5 - - 12 9 6 4.5 4 - 14 t2 10 - - - 14 12 8 ii.5 33 - - - 13.14 ab 5 4 - - - -EDGE DISTANCE VER. SPACING SCHED iLLE PJ)R ANCHORS: F2- 115 83 a.5 ^ - - 1/ B 5.5 4 33 - '0 a 4 ] - - - - IUU(IMUU ANCHOR SPACINGS ARE VALID FOR EDGED:STANCES INDICATED BELOW.FOR L 0,LESS THAN LINE INDICATED,REDUCE ANCHOR SPACING i33 83 6 - - - - 13 93 6.5 5. 4 - - ^- +0.5 9 5 4 - - - REDUCED-SPACINR OBTAINED USI120 FACTOBY UUUTPLVW0 SPACING SHOWN ON R ULE BY THE FOUDWINO SHALL N0T BE LESS THAN FACTORS, SPACING INDICATED FOR EACH ANCHOR TYPO. 11 103 7 6.6 4.5 - - - 11 8.5 6 43 4 14 12. - - _ _ - t4 tt3 7.5 s 9 _ 12 .9 B 43' 4 - = FACTOR ta5 a - - - 10 73 5 4 3 - 75 5.5 4 3 E TAPCON TAPCON WITH ADVANCED ALL POINT`SOLID SET BLUE TAP W CAP TAPPER+ 1231.2. - - - - 12 9 6 4.5 4 ^ - 93. 7 5 4 - - - A� OR OFEDGE THRE40FORM TECHNOLOGY j MIN.SPACING 8 6 - - - - - 13 OLS 63. S - - - 103 T3 5 4 - - A# E.O. MIN.SPACING-3' MIN.SPACING-3" MIN.SPACING-3 1/2' MIN.SPACING-3• 3 3/4• 4` 14 12 - - ^ 1t 10.5 7 3.5 - - - It 8.3 53 43 10 8 7 45 3.5 - - - 7 5 35 3 - - ^ - D URE@ CONCRETE BLOC & FORD CONCRETE C NOXIE BU,10t POURED CONCRETE& POURED C4HCAETE&Pam CONCRETE CONCRETE R0% I13 8 - - it 6 Sb 4.5 - - - 9 IT'S 43 - -- - - O COt .BOCK WL FA..3 t/2'lA F4.2 1/2' MAIN EO,.]TCRETE OCK CONCRETEN .BstA"1L UK ED..3 1/2'MR ER•2 Ij2• t.0 0.90 1.0 0.78 1.0 0.84 1.0 t4 - - - - _ - 13.3 10. Is - - - - - 105 s 5 ^ - - 81 ADE 1 Q NG 2 1 2. 0.81 1.0 M67 1.0. p - - e3 6.5a - e3 s 3. - iN U LON ♦ 2. 0.71 - - 0.51 - 14 - - - - '• 10.5 8 S - - - 63 6 4 - - 7 J/4' 0.91 - - - 0.43 t 9,S 6 - - 10 73 50:35 16 83' - .7 4 - - - -1 FLORIDA BUILDING CODE(Non-High Velocity Hurrlcone ZOne yiLt11 E • 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. ' '�10ENSBERTHA W.1 s: o 11. E C'O �►a , ■ Accordion Shutter System ■ .,�■ }} : KV.RAM#( W1 OR WIO KV.W DOW1 BLADE y�. ? American Stutter SystemsEV.N ESCRIPTIOH DAVE WN BY: LC. t 4r TILUT TESTING& ENGINEERING COMPANY Association, Inc. 1 OLD TS-OBS T/27 1 DA1E5 07j27jt7 Qf. a3ss.ftw.36w.6L.s1e.59s.1SRacAA euraD+s,rL«RCA 3316 phone:(305)871-1$30.To.1(305)671-1531 4288 Westroods Drive 2 DRAWING No ID¢,; 1� -.04 =ems West Palm Beoch; FL 33407 3 17-1 T '..-4S/�•• ••• � 1 WALTER A.71LLR Jr,.PA. 4 1N11 j � 1TONBDA UC.►4167 5 SHEET i?.E.+SEAkJ�0i19f# f DATE 6 13 OF 20 M9XIh4UM ANCHOR4 SPACING (in.) 5911OULE FOR A GM SHUTTER SPAN. a S p DESIGN NECRATING AND A GORGES UNWINDS J. &L N S TYPE AOR CONCREM OR COh+'R€R BtOCK INSTALLATIONS (SEE 1lwgawDs 1.3,K a<�w+sx1F1 T) POURED CONCRETE P(WRED CON CONCRETE BLOCK ANCHORS SPACING LEGEND I WALK;OYER& t TRENCH I QNAINGUARO MOUNTING {K WALL/FLOOR MOUNTING (g)WALL/WALK OVER MOUNTING TAPCON OR SPAN MOU NE (� MMM= mt P " RO N0(Dst SB. M.BCZN NVA PRM W=4MW W LSA DCZH =4 Pom FLOW(41 W=AEG M FIRWIRClATM TAPCON WITH ADVANCED 30. 40 60 75 90 120 I60 2051201401 60 75 90 120 160 283 38 40 60 73. 90 12D 160 285 30 40160 TS 90 120 160 205 THREADFORM TECHNOLOGY l4 2 10 9 e e 5 12 12 12' 12 12 la 8.5 6.b 7 7 7 7 7 7 7 S. 5 5 5 6 5 5 5 ALL POINTS SOLID-SET V-0" t4 i2 10 9 8 8 6 S 12 i2 12 12 12 12 &S 7 7 7 T 7 7 7 7 7 5 'S 5' 5 A. 5 5 b DR LBS 14 12 10 a a 6 6 12 12 12 12 0.5 8 43' 7 7 7 7 7 7 7 65 S 5 5 5 5 S b 5 GLUE TAP 14 12 10 9 8 8 6 8 f2 12 12 12 12 a 7.5 B 7 7 7 7 7 7 7 7 3 S S S 5S 5. S TAFPERt 14 /2 f0 0 8 8 6 8 12 11 i2 12 15 65 W 5 7 7 7 7 7 7 53 4 5 S S S S 5 S' 4 4'-O" 14 12 tb 0 6 8 0 6 12 12 12 12 12 93 7 5.5 7 7 1 7 7 T 7 5 5 6 15 5 S 3 0 74 12 t0 9 8 B q 6 12 i2 12 9a 0 0 i.S J5 7 -7 7 7 7 7 aa. S 5 5 I.5 S b S S 5 14 12 la 9 B 8 6 6 /Z 12 12 12 IO 75 S. ♦ 7 T ? 7 7 7 7 5,8 3 S 5 9 S S 5 5 I4 i2 10 8 8 8 6. 6 12 12 12' 11 9' 7 5 4 7 7 7 7 7 53 4 3 S 5. S 5 5 5 14 3 14 12 10 9 B 0'6 'S 12. 12.12 12 16 7,5 55 4 7 7 7 7 7 7 7 7 S 3 6 5 5: '5 .5 3. 1{ '12 t0 9 -8 B a: 6 t2 12 B5 7.5 6 a5 33 7 7 7 7 7 7 S 3.5 5 5 5 5 5 6 4 14 12 10 9 8 8 6 5 12 12 12 95 8 6 43 - T 7 7 7 7 7 &S s s 5 3 5 3 3 S 4' * SEE ANCHOR 11t2 1a 9 8 e. 0 .6 12 12 1;5 9 7.5 55 4 J' 7 a.7 7 7 7 4 3.5 5 '3 0 5 5 4.5 33 - SPECIFICATIONS CATIONS 14 12 10 9 8 8 6 6 12 12 12. 10 56 4a 7 '7 7 7 7 7 7 7 S' 5 5 5 5 5' S 5 ON SHEET 13 14 12 10 9 B 8 6 b 12 12 8 6 3 4 5 7 7 7 7 7 55 4 S 5 3 S S 5 4 3 1i 12 10 9 8- 8 6 6 12 12 10 8 65 S ,75 - 7 T 7 7 7 6 4,S - S S S 5. S S_ 3 - 14 12 10 9 6 9 0 5 12 12 10 0 65 S 3A - 7 7 7 6.5 S.5 + - - 5 5 5 b 5 4 3 - 7,-0" 14 12 10 e 6 B 6 6 12 12 t2 &5 7 S 4 J 7 7 7 7 7 7 7 6 3 5 5 5 6 S S S I i 12 10 9 8 -9- 6 6 12 10 &5 5 45 3' - - 7 7 7 T 63 S 3 - S S 5 5 5- 5 3.5 3 14 I2. to 9 8' B 6 6 12 12 8.5 7 55 - 7 7 7 r 7 s - - 8 s 'S 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 i4. t2 10 9 8 10 6 12 12 7 5 4 - - 7 7 7 55 4a '3 - -� 5 s 3 S 4,$ 35 - - PSF A,S,D DESIGN PRESSURE $._Oe 4 12 10 8 8 6, 0 12 12 04 7S .5 - 7 7 7 7 7 7 7 -4 3 S 6 5 s 5 S 5 RATING,'& FOR SPANS PER T4_72 1p 9 a .8 8 - t2 9 6 4.S 4 J - - 7 7 7 7 6.5 4 - - 5 S 6 9 5. '4 3 SCHEDULE #3, SHEET 11 fi i2 to 9 8 ff "6 t2 fl 76 6 b L75 - - 7 17 7 75 6,'4.5 - 5 5 5 1 5 1 5 14.5 - 1412 10 9 B e - - 12 1:S 73. 6 5 3.5 - - 7 7 65 5 4 - - c 5 5 5 5 Y J - t4 t2 14 9 8 •8" - 12 72 9.5 65 5.5 f 3 - 7 7 7- 7 7 7 8 3 S 5 S 5; S 5 5 5 14 12 10 S 8 .8 - W05- 8 3 4 5 - - - 7 7 7 6' 5 J.5 - - 5 5 5 5 5 4 J U i2 10 9 8 8 12 1 10 DA 5 4.5 - - 7 7 7 U 12 f0 D H 8 - - 12 OS 7 SS 45 35. - - 7 7 55 4.5 35 - - - 5 5 5' 4.5 35 - - - /0-G"14 12 t0 B B 8 - f 2 11 83 6 5 33 - - 7 7 7 7 7 7 4.S 3 S b S 5 S 5 45 ii 12 10 9 0 B - - 9b 7 44 35 3 - - 7 7 7 53 4:5. - - S 5 3 3 4.5 3.5 - 14 12 10 9 B 8 - 12 9 6 5 4 - - 7 7 7 -6 S - - S 5 3. 45 S - - 14 /2 10 9 8 'B - - 12 BS B :5. 4 3 - 7 7 5 4 3 - - - 5 5 5 4. 35 - - - 11`-0"74 t2 iQ 9 8 - 12 10 7 55 45 J•5 - 7 7 7 7 7 7 Sa - 5 5 S S 5 S. 5 4 j/.{�� �/�) U 12 10 9 0 @ - - &5 SS 4 JS J - - 7 7 8 5 4 - - 5 6- 5 S 4 3 I J H V B LA IJ E O N LY T4_t2 t0 9 8 8 - it 8 5.5 4 - - - - 7 7 7 55 4.5 - - 5 6 5 5 45. 14 12 10 9 8 - - 1.5&S ba 45'3.5 - - 7 7 4,5 3.5 - - - 5 5 44 3.5 3 - - - 12`-0"14 12 10 9 8 - 12 0.S 63 5 4 3 - - 7 T T 77 7 6 3 - S 5 S 5 5 S 4 3 35 t4 12 10 9 a 0 6 4 ] - - 7 7 S.5 4,5 3.5 - - - S S 5 4a 4 3 ti 12 10 9 8 - 10.7.5 5 4 - - - 7 7 6 5 - - 5 S 5 5 4 - - 14 12 10 S 6 - 03 8 5 4 3.5 7 0,5 4a &S - - - 5 5 4.5 is - 14 12 10 9 8 - 1.5 05 a': 4.5 35 3 - - 7 7 7 7 7 43 13'-O"ti 12 10 9 8 - 7 53 35 3 - - - 7 7 5 4 3 - - S 5 5 4 3 - - 14. 12 10 9 8 9 4,5 .75 - - 7 7 55 sa - 5 5 4a 4 - 14 /2 10 9 - - - - 10 7.5 5 i 3 - 7 6 4 3 - - - - 5 S 4 3 - - - - 14�-0°14 12 10 9 - - - 08 6 lb 4 3.9 - - 7 7 7 7 4 - 5 5 6 6 5 5 4 3 H l2 10 8 - &5 5 J - - - - 7 7 b 33 - - - 5 5 4 - 14 12 t0 B - SS &5 4 - - - 7 T 5 4 - - - 5 S 5 4 - - 14 12 10 - - - 9 4.5.3.5 J - 7 55 Ja - - - 5. To J - - - 15`-0" t4 12 10 - - 10 7.5 4 J - - - r 7 7 7 33 _ - S 5 S 5 3 S 4 3 14 1Z 10 - 8 4.5 3 - - - - 7 7 43 3 - H:ET:. 3 5 45 35 - - - 4 12 10. - - - - 8 a 4. - - - - - T 7 5 - - 314 }2 10� 6.5 9 4 S: - - - 7 :5 33 - - S 5 JS - - - - S$,-O 1 /0 - - - - - B5 7. 43 3a 3 - - - 7 7 7 7 6 5 S S 5 45 3.12 10 - - - - 8 4.5 3 - - - - 7 6a- 4 3.5 - - - ryry/1pp11��11pp 11��1I11IINN''((++ //�� [[12 1 - - - - - 7a 55. 7 - - - 7. %J S 5 4 - - TLVli117A UU7LUiE1V CODE NOD High Velocity Hurricane.Zone: 44111 P`"............. /J. 02017 71LTECO.INC. Q�2O17 EASTERN METAL SUPPLY, INC. ucE�vsF, 4•.w BE T IHA_ "I�V TIA /7T7iL77E7C O a.G. Accordion Shutter System /^ FLY.BLADE#T W/OR w/0 H.V.N9NDW BLARE '*X. AF116tican Shutter Systems REV.x csca"ON DATE DRAWN av Lc. TIWT TESTING $ ENGINEERING COUPANY ASSOCI1StiOn/ Inc. 1 OLD t5-085 T 27JT a41Ps 07/27/17 6355 iiw..36M St.,Ste.M%VA"GMCD S,r3t'FWA 33s6 �4 -1ti Pho.4 1(305)871-1338,Foo:(/05)871-1531 4268 Westroads Drive 2 o-maa:t2te 4006cwi West Palm Beoch. FL 33407 3 DRAWING No ~moi^rufu`�vi'14 G �`~i11 WALIER A E-00087TILUT1J,P.0 4 17-107 E10A1DA Utc 1 44197 6 SHEET P.E. RE DATE a 14 OF 20 MAXIMUM AS D. DESIGN-PRESSURE RAIING (a.s.f.) AND CORRESPONDING MAXIM WLJ-SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGADE AS.B. DESIGN PRESSURE RRESPOM U"NG MTE, (SEE M0UNnNGS ON slims 16&/7), :S3 L-J B !iZ-�T F:Z;Z AT E SO H N PE Na SPRUCE PINE SPRU05 PINE SOUTHERN PINE No. 2 W/ MIN, 0=0.55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR'SOUTH 1/2" MIN. COX 2 W/MIN.GsD.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0:50 W/ MIN. G=0.43, W/ MIN» 0=4.36 PLYWOOD M N.G-0,9 Wf W/ MIN. G=0.43 W MIN. G=0.38 SPAN(11) WALL MOUNTINGS CEILING MOUNT T WALL, MOUNTINGS CEILING MOUNT T WALL MOUNnNGS CEILING MOUNT T WALL MOUNTINGS 8.0. WALL MOUNTINGS 8.0.WALL MOUNTINGS B.O. WALL MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR,MOUNTINGS W & X W & X W& x P & Q S&V S &V S&V tt�alNuaE7mslEHAx(� osolleAnEH�TEr,le011� umq+NoauRffieTCTerp) agelv:c.TR7susMRaGal�suam+Rrxta,Nl�Eu.,c(� saoan+�Er�arEEact� rmxRr�uBlacse�Wi omp+RuncIa3WEanctp} atL�l7SaaceRsae€rA'w§�ax¢atmlRwu[R�Esv�mt�s) 30 40160175 190 05 3D 40 60 75 00 05 30:40 60 75 9tl 05 30 40 60 75 90� A5 30 40160175 80 OS 30'40 '60 75 9Q 05 30 40160175 94 05 30 40 160175 90 05 30 40 6017.5 90 OS 30 40 160176 90 05 '-A'OR 12 10 11019 8 8 6 6 6 6 6 6 12110 t0 9 8 S :6 6 .6 6 6 6 12 10110 9 8 8 '5 6 6 6 6 6 6 5 4 4 4 3 12 12J 12 12 12 12 12 12 12 12112 12 12 12 72 72 12 12 4'-0' 12 10 10 9 -$` 8 6 6' fi fi 6. 6 12 40 10 9 $ 8 6 6 '6 6 6 -$ 12 10 70 +! 8 .8 6 8 6 B 6 6 ,6 5 4 4 4 3 12 12 12. 12 12 12 12 12 12 12 12 12 12 12 i2 12' 12 12 t2'. t0 IO @8 $ 6 6 6 6 8'S.5 72 IQ 40 B 8 8 6 6 b 6 `8 5'tY 10 10 9 8 7 6 6. 6 6 8 5 8' S 4 -4 4 3 t2 12 12 12 12 12 72 12 12 12 12 12 12 12 12 72 72 0.5 6'-0" 12 10 10 9 8 6.5 6' '6. 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6.. 3.5 6 6 8 8 5. 4.5 6 5 4 4 3:5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7•_0' 12 t0 t0 8 5.5 4 6 6 6' S 4;5 4 T2 10 10 9 5 3 B 6 6 5 '4 3.5 !2 10 10 ? 3:5 - fi 6 6 5 4 3.5 6 5 4 4 - 12 12 72 S2 t2 !2 i2 t2 i7 12 12 t0. I2 12 t2 A58S 7.5 12 f0 IC 7.5 4,5 3 8- B 6 5 4'• 3.5 72 10 f0 6 3.5 - 6 6 5 .5.3.5 3 12 10 f0 4 - - 6. 6 5. .5 3,5 3 ET 5 4 - - 12 12 12 72 12 12 12 t2 12 12 11 9.5 12 12 1.5 9 7.5 6.5 g'-0' 12 t0 ip5 3.5- B6 5.5 S 3,5 3 12 10 9 A - 6 6 4:5 4 3 3 t2. t0 4 3 - - 6 6 4.5 A 3 3 6 $ 3:5 - - 12 12 t2 I2 t2..t0. 12 t2. 12 i. gS 6.5 12 F2 to 8:6S 5.5 1D'-0` 12 10 7,5 4 - - 8 6 5 4 3 - 12 10 6 3 - - 6 B 4 .5 3 12 10 3 - 6 6 4. S 3 - 6 5 - S2"12 17 /2 11.5 94 12 12 12 1040.5J1,2 12 9 7 6 5 it"_p• 12.10 5.5-^ - ^ 6 5 4.5- - t2 10 4.5-. - - 'B 5:5' 3:5- - - 12 10; - - 6. 55 4 - - "fi 512 72 i22iD"8S12 T2 12 9.5 812 8 6.5 5:5 4,5 12'-0` t2 1D 4.5 - - - 6 'fi 4 - - - 12 10. 3.5- - - 6 5' J.5- - - 12 10 - - 6 '5 3.5- - - B S - - 12 12 12. 1.5 9S 8' 12 12 11 8.9 7 U5 7b 6 5 413'-0' 12 70 - - - 6' 6 - - - - 1270 - - - 6 4.5 - - - - t2 7.5 - - - - 6 S - - 6 4.5 - - - 12 12 /2 0. 8S7:50.5 7 SS 4.574'-O" 12 10 - 6 5,5 - - - 12 7 - - .5 4.5 - - - - 12. 7 r - S:6 4:5 - - - 6 .3. - - - 12 12 12 9.5 8 6, 12 72 9.5 7.S 6 9,5 8.5 5 4 3- - - - t2 - - - 5 - - - - 12 - - - - 5 - - - - 6 - - - 12 12 T1 9 7.5 5" 12 12 8.5 7 594 - - 2 - - - - - 5 - - - - 11.5- - - - 5. ^ - - - B - - - 72 t2 10. 8.5 6.5 4 72 12 B 6.5 58.5 Sar d.5 3:5- i HV BLADE OR M HV BLADE W,/ HV WiNDOW BLADE WORKING IN UNISON' •su ugffnovs or usE FOR KA0' ON SKM tG + NOTES ON ANCHORS REOUIREMENTS: WOOD SUBSTRATES I.AKNORS TO WAD„FLOOR OR SOUO WOW SOFFIT SHALL BE AS FOLLOWS: 3.-SUBSTRATE STALL CONSIST OF THE FOLLOWNG7 ' -SOU1HM PME No,2 W/G-0.55(NAS) -1/4b,TAPCON ANCHORS,AS MWUFACTUREO BY I.T.W.CIVIL= W/M1frWUU DAMWENT AS INDICATED AT -DOUGLAS FIR W/G-0,50(KMS.) EAp1 SECRoI!ON SHEETS 18&17, -SPRUCE TINE FIR NORM W/G-0,43(NAS,) EXCEPTION.-SEE NOTE 2 HELOW. -SPRUCE PWE 0R SOUTH W/6-0.38(N.AS.) -NIH 1/2'COX PLYWOOD(1988 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND.SHMI.CONSIST OF UAo SCREWS AS PER NOS.2015 SPEC4FICARONS. 4.ANC110RS'SHAIL BE RIS'TALI.ED FOLLOWING ALL OF THE RECODUENOATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IFFFF'FF""',ray FLORIDA BUILD1NG CODE Non Nigh Velocity Hurricane Zone 02017'11MCO,[NO, lB 2017 EASTERN METAL SUPPLY,INC. _ �..�„� BERTHA HV"TM tL E�c o,Nc. A S A Accordion Shutter System ■ ■ ■ ■ Hv adDE1 w/OR w/o Hu WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.R OESCRD*IION DATE CRAIM OT c �p 7 yr 0755 N.W.;!rnn.414.St..30$.,Ygwm Gums.Flow ssui Association, Inc. a OLD 15-085 7/2717 DALE, 07/27/17 (305)871-7530.ro■:(305)671-1531 4268 WeStrOOdS Drive 2 DRAWING No s�1'•.....LL.... ,•;t� t11 a-Mm:1�IOCoOoaLeom West Palm Beach, FL 33407 3 -�VjO,Yf'14 1" ` L{ -EO-OWS719 4 17-107 1a`I" (I WALTER A.TILUT Jr.P.E. P.E. Si5 tf3t8t4A'i'URE/DATE n°g°" 44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & a HV♦ BLADES AS APPLICABLE SHUTTER P # OR L— EOR JNSALLATIQNS TO 00 B ONLY SHALL WALL.FINISH DE LIMITE0 TO 105.0 psf, A.S.D. DESIGN SSU RATING. SEE SHEEJ I 9 FOR MAX S �� �"••. ( ! / IA.S.D. DESIGN ESU G i - G UNISON T/PON WITH ADVANCED if4`0 TAPCDN.OR I f THREADFORM TECHNOLOGY q W } i/2`ld�r1,PENETRATION' �+.. TAPCO14 WITH ADVANCED THREADFORM TECHNOLOGY f 4lI 0�TtIRFADED AREA 10 �✓''�� I 1Y/ 1 1/2"llln.PENETRATION OF THREADED AREA TO EXISTING If EXISTIHG'WODD HEADER a^" f ) Waaa HEADER.(5EE-SCHEaULE ON SHEET 15) �' �TOLGLASS(BE ''' ` Q OR (SEE SCHEDULE ON SHEET 15) k, ii 1 1/4"0-200/4`S.S,MACHINE SCHMXE ON 1,TtET SCREWS Wf 1/4•-20 NUTS �—11 FOR BLADE"ANC / m 12'O.C. 1 ON SHEET t9 FOR i y �`• � IIt T I E EXISTING ! titA0E5�&� r GLASS--{ I OR 1 1 flN15N I I k a ALL t 4 ;, - i s F7(ISTING ARN. "� FINISH C'llT\lSTt11lT 1OR pz`x4`WaoD 1 OR 1EXISTING MIN. I HEADER REOVIRE, 294 WOOD ( '�� 1T"0 TAPCON OR TAPCON WITH ADVANCED 1 1 HEADER REQUIRED { �} `(� (�( TW2EAOFORM TECHNOLOGY Yr/ 1 1/2" EXISTING ASS ! tuy SEPA(LVION Min.PENETRATON OF QUO AREA To GLASS­—'yj To GLASS(SFE "MIN SEPARATION TO GV55 ) �>/t {� � �1 s� EXt5TING WOOD HEADER. --, RAE� EXISTING —'(5E£SCHEDULE ON SHEET Tt) SCHEDULE aN SHEET t5) Y! -'T2.4*' CONT,SILL CLASS I StADEs 9 f PLATE REO•D. &HV WALL HEADER INSTALLATION O�HV WALL SILL INSTAI LATION 9M HV WALL HEADER INSTALLATIONF-T _� _'I IARC.SEPARATTON 70 CLASS I NLN.SEPARATION TO CLASS I I ) CLASS - t EXISTING —tSEE SCHEDULE QN SHEET 11) 1 EXtBTLNG SEE SCHEDULE 0!1 SHEET it)"—" 2"-z4"CONI LAIN.SEPARATION TO CLASS `t t GLASS r OULS--•) WpOD PLATE(SEE SCHEDULE ON SHEET 11)' I 1 1/4 C-x+M3I S.S. Q ' " L ! ( 'v ( USI NINE SCREWS t/4•d-20xJ/4'S.S. � 'MACH4NE SCREWS Wf 1 L 1 USING if4'-26 NUTS •S .-`t.�, WALL - 1/4•-20 NUTS m 12• ( m 12.D.C.—,, FINISH i D.C. I r 1 ^^-�� /�, 1 1 �` j ``•tib � ''� V°R`'."J R j j FUJI �" r-L7/)OR t8 T aR i O a q/ 2•x4`CONI, ! "+T1 WOOD PLATE - ( REQ`0. ] f I Y E 1"Mn. f gq111' .. av - 1•IAm. OR 1 r �1 I L Eli 1i t 1/4.0 TAPCON OR TAPCON WITH ADVANCED q,2•x4•COW. Nn.PENETRATION aF THREADEHNOLOGY D AREA TO 1/4-0 TAPCON OR TAPCON Wnri ADVANCED' t l it = 1 SILL PLATE t ta05TLNG WOOD t{£AD£R, THREADFORM TECHNOLOGY W/1/2" i !i 1 I } 1/4'o N WITH OR SE: r r REO p, Mln.PENETRATION OF THREADED AREA INTO PLYWOOD 5{. t1. 7At'CON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL 1. 3 (i1 �# � LN SCHEDULE pN SHEET 15) 1 S L� t'4� 1 333' 4yk i/2 MIN.CDXS THR&1aFORM TECHNOLOGY SHUTTER ASSEMBLY. I W SH (SEE SCHEDULE ON SHEET Is) EXISTING MIN.2"xi` PLYWOOD REO D. Yf/ 1J2"Mtn.PENETRATION OF 2-MOUrRINO SECTIONS CATs BE STUDS EWD,m 18"O.C.NAE. WALL FINL THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO } T/2"MRI.COX PLYWOOD, REW R£0•D.PLYWOOD TO IN (SEE SCHEDULE ON SHEET 15} SUIT ANY INSTALLATION. HV WALL SILL INSTALLATiON tDIISTING NLN,2•x4•STUDS® 75`O.C.LAAX• REO'O. ATTACHED 70 STUDS 7N PLYWOOD To BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH MIN Si:CT10}L 2308 OF THE F.S.C. SECTION 2308 OF THE �HV WALL SiLL INSTALLATION ♦SEC UMj[ATLONS�OF U.E OF O -1 WALL SiLL INSTALE.ATION F.B.C. BunE i,�arr sHEEr :��fai,,,y FLORIDA BUILDING CODE Non High Velocity Hurricane Zane 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC, A.I ■ aA■ KV BERTHA H1 TM •''LIGE ��� �---_ Accordion Shutter System IC.O INc. >4 ; &A X#1 W/OR W/0 H.V.WNDW BLADE TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems EY:H DESCRIPTION DTE DRAWN 1TY: t C /Yy�f '�`; ASSOCICtioR Inc. I OLD 15-085 7J271ir t1ATE 07 27 17 : �+C r' 8155 tLW.367n.54.,5W.305.t1RGttitA GARDENS.FLCRUA 3Ne C Pmm�e:(305)871-1530.Fmx:(J05)87t-t531 4268 Westroad5 Drive z QL� fy �� a-mal:tat:cmommeu West Palm Beach, FL 33407 3 DRAWING No �+�tt• r11I} ,.?�\t{, 1l1 E8-0600718 WALTER A.TILUT Jr.P.E. 4 17-107 ip.N4Ht /DATE FLOROA Am 441167 s SHEET s 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORM HV & 9 HV* BLADESS a: APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD--WITH HV BUDE(T)ONLY W&L FINISH SHALL BE LIMITED TO 105.0 120. A.S.D. DESIGN 'PRESSURE BATINg. SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADEQ)& 4A) WORKINQ IN UNISON A;411-TAP N OR ca '�t �2*MIN. 4 I ADVANCED WOOD t2nAN RX0iS1TI1fR4EGD. EDGE (IF APPLICABLE) THREADFORM TECHNOLOGY STRUCTURAL V ADEQUACY- I PENETRATION 2 ;EONWA TO P S 0T.R3U/S4S S.S. or EXISTING WOOD BEAM 1/1", THRIa P.11. TO BE CERTIFIED BY HEW EXISTING WOOD HEADER. SCREWS REGISTERED ENGINEER OR EXISTING WOOD 0 0 TRUSSES 4Z(SEE SCHEDULE ON SHEET 15) M r/CN,N"-S2C NUTS ARCHITECT PRIOR TO OR E:'I . SHUTTER INSTALLATION. 1/2" RAFTER 0 24' ED O.C.REQUIRED OR EO 'Ent* P OR( EXT 13 WITM ADVANCED 257, THRn/ SUNG SOFFIT Fo ,TECHNOLOGY 4'Mo�THK, ).PENETRA008 A OF THREADED AREA TO 4- '.4'.1/9'CONT.ALUM,TUBE .7- C.41sa/ (6063-7�ALLOY)W/ 3/ W/ 'f'.; (SEE SCHEDULE0 HEADER. 116 0 LAG SCREW$TO ON SHEET 15) or @ WURAFTER OR TRUSS. A 'VPTiON& EXISTINO�WOO 0 6'D.C.. . or @ or @ C LOCATE LAG SCREWS AT LMIDWIDTH OF EXISTING WOOD EXISTING MIN 2.4" L MEMBER,(2"Min.NOMINAL EXISTING-^t HEADER REQ'o 1ARL SEPARATION To CLASS I I I I OPEN HOLE AT EACH I WIDTH)W/2*Uh CLASS 11 EXISTING STUD TO ACCEPT PENETRATION OF THREADED (SEE SCHEDULE ON SHEET 11) AREk VAUD FOR AT5/4X;r0FSTUBE-W INSTALLATIONS WITH 72psf UK 9PARAM4 I MAX.A.&D.DESIGN LOAD AND EXISTING q*-O*MAX.SPAN,THIS HV WALL HEADER IN$i GLAS15—j —,"Z= -ALLATION Jw=rai`�6 INSTALLATION IS ONLY VALID 11 FOR DIM[G)Aw FOR WOOD W1 UIN.SPECIFIC 19 (DOR W -1,m GRAVITY OF 0,50 AS DOUGLAS 11 FOR&J-01:(DRO MAC04119 —(DOR FIR OR SOUTHERN PINE Um I FOR trPrAL SHUTTER ASMIABLY OR EDUAL r";-ME--. .CnDNS CAN at comilm HY CEILING INS u1r WAY To.SUIT Off INSTALLATIMM Ou CEI NG INSTALLATION I To Cos OR& I MIN,SEPARATIONN. I i i 70 GLASS -1 9310DAE C" SEPARATION EXISTING It 110R 11LAMITIO T0.GLASS EE SCHEDULE ON SHEET I I)— IN SHMT log �(s 11 11 GLASS BLAOM0 EE SCHEDULE EXISTING ION SHEET 11) MAI.�RTIFIGATIE W LOCATION EXISTING 1/4* 7OX3 4 HEX 2"x6'MIN.WOOD Mo:, VASH R HEAD TEX DECK RECUIRED 1/4 7, SCREWS 0 12 OR 21.e MIN.WOOD (NO FINISH DECK REQUIRED(NO da ALLOWED FINISH ALLOWED) EDGE 2- OF/4' OR S.S. F DEC EDGE OF DECK LE EDGE 0 IF q IF APPLICABLE DECK IF APPLICABLE ti 11/4�'0;20;x3/4'S.S.I APPLICABLE HEA • IIwpS TRUsS'Hw W �Vt' )N OR -ti IV" . T 1% 0 MACHINE SCREWS 1/4'0,TAPCON OR TAPCON WITH CED --20 NUTS 2 r CCITT. THREADFORM TECHNOLOGY W/le4 THREADFORM-1 THRCAOFORM TECHNOLOGY W// min. 2*MIN. SILL PLATE 7 -Mill.PENETRATION 0 12 O.C� 1/4-0 TAPCON OR TAPCON WITH ADVANCED MIN— PENETRATION OF THREADED REO D• Vil 1 1/2 TECHNOLOGY W/ 1 1/2'Min,PENETRAnON OF THREADED AREA TO EXISTING WOOD.HEADER.(SEE Or THREADED AREA TO AREA TO EXISTING WOOD HEADER, (SEE SCHEDULE OR SHEET 15) EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) (SEE SCHEDULE 0.4 SHEET 15) R OHV STALLAMON OV HVWALL S1 N SEE I'Iff*4-4 1 FOR HY—FLOOR—INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane ZonW111�Q` , /A 02017 TILTIE)CO.INC. W2017 EASTERN METAL SUPPLY,INC. E BERTHA HVTM Accordion Shutter System A.S.S.A. RV.RADE#1 W/OR W/O KV.WINDOW RADE American Shutter Systems TILLIT TESTING & ENGINEERING,COMPANY Icv.0. acsCRIP408 DATE . DRAWN 0: LC� Association, Inc. I OLD 15-085 07/27/17 DATE. 67�/2717 8355 N.W.aft.5%,St.,305,MRWA PROCNIT.PAIV 3316f :14' Pilo- (305)671-1330.Fax.(305)871-1531 4268 WOStroods Drive 2 .-MOR;t1tu*Q*L� 3 DRAWING No ED-00066719 West Palm Beach, FL 33,407 ONAL E0 o"' LUT Jr.P.E. WALTER X 71 4 17-107 P.E. S %iwiiU`R'E/DATE FLORIDA U--#'44167 5 SHEET 1 6 17 OF 20 END INSTALLATIONS 1 HV BLADE OR WINDOW BLADE iNTO 2"x4" MIN. WOOD STUDS 21e UK%=a 5LUOS RC0'D. r.,•'Vi`L MOCv7 2•:s'uv4 e. a + `:L J J' ENDS Rfq'D. YAtDD S7V05: ^ tfl^i TMCON , ,. . (As APPuataq (x,% / r/� Tn; / ' • s . wo WRIPtr ew ;turaf 'r-iK s nom stunssaes oA w!ua.Dk' ! {f%t5rul9 WJSS i 04T. ( (pslur MASS" EX(STc.'a .,,� fate$-A i ffD Cit �t�� `�- 1 9'eml,cox ill•Vx4 carr m aAffa'[sF n ux stDAufol uh SoVpA t m nAu t9CE _ 5'otZLLC ov 51QaT nYNOa0. fl18•i3' f 11 fN�OC�xO $DfroD11aF 'di> It 1M'a9�0: fi0 MRE ON Qt It FOR ts 9Ek8 i9{gl (cm-rd)COIR. ipObt '-1Il•vLa'cOf a`t SE}.,'191tR It rpt 9lDC mxB 1/X II t0F 9A�C 61N0 9/LCy(9k,7,/fl 1111Y,4LOSali Pt1waR9_. Gi Olk�i ypyl, / aPTIAatEr,((ElRaaA1E 1Y6/•j� _":"{�` �y ,j' �_ a 019101199 uta' �= �079—R1I4 19 rim At - 1OLofsLASssu.s ttso.t�Cs Da (t.0-0 M - N Fi to !- Y to//o.1/r sAat10 k rJi W8 AT r' DC;ROtA1[Ai TO OR�• ca^vrasada (DOR S rtar,-r SM DtTAY i ran i OR ' TO TRUCKS _ .+ s�DDDCONX FORCOMCIM O-�f�-�w•tT+ d •t�!•ft• 4#--` Ta TRACKS 0,0- Mr."� lt9 - i{$��•�- ©"p•d#-'J• •�§• �'�" '�"�'®' (J•O' C�JO•d�- pa 4�.fg•;t3.�,0y. •4•Q�-(J• •#�" ' k�•�4• .ds-O.CS- ®.Eq.�i,Cy.�.D, Q•i�an�•f�-CJ'Ch- O•fg-4$•G.�•� �'�"�'�'-r�'�' �.�•(;-�•�s END CONNECTION DETAIL 09 END CONNECTION DETAI Q L END CONNECTION DETAIL(j) END CONNECTION DETAIL aAasnRaf•ITLIIAfD omr raA vA•.s raerATTR nuv tr-o' r.,•MA Y 1!4.1 pPCOi xaCKOF4 ifM STUDS Aa PtrjrCliVli,nrDN o Pp,EtMTz.-v— jotiaaaar SUSS _ ♦SfE1 OONNS a BLAF US€19 FOR to=I , �, •. �,. ✓ /f9'tAH. .loth 0r�pA d OEIA ON SHEET it sw Dw[t FAIoy- 04 3¢T 19 TW 1jJ xN A f I y T�•= RxCJe1k +.+ 1 �•,w"'�. �a 6 [A$�OA�10? .`�- .�' •� T _ �'l iii�RDC�a�� ( �1 1 asbA,��8�av,, asaa t',3' ( VIEW Y � .•v -d.(?) xaoo wx6 -Lt•O p•@•g•O• snm9 REOV, rash t'�T tl•�"L• .PLAN DETAILS END CONNECTION DETAIL 401 END CONNECTION DETAIL t2 FLORIDA $UII.DIhIG CODE Non High Velocity Hurricane Zane ttiii�Q`^••, r• 02017 ULTECO.INC. 0 2017 EASTERN NERAL SUPPLY,010. 'dam •'�,ic rvsF:r /� �Ia //�� RTHA HW, 1 L E C'O N�. Accordion Shutter System ELu RACE#t W/ZR w/o Ecu WNDOW RADE 11�0American Shutter Systems 7 TILLIT TESTING & ENGINEERING COMPANY cv.N rsDarrmoH Cat[ ORanx W- L.C. �h t nus:cw.sDv sr stn son.N anu Comas,FLORIDA 33191 Association, Inc. + OLD 16-085 7/27/1 W 07/V/17 jtt, Moo:(305)871-1530.ro.:(3a5)871-1531 4268 Westroads give 2 DRAWING No —0;Wm9Rtlaotcom West Palm Beach, FL 33407 3 •i�`� NAG E��' CO-0006719 17— N67 mvi:R A.TIWT Jr,PF- + nO"Uc.Ii,kt67 S P.E. SEAL/SIGNATURE/DATE FT 6 SHEET OF 20 1 • A G �' r )°` �•�:l ♦GENERAL UWATIONSYEE FORH q7y BE A > UNISON WITH W W15DOW BLADE 4 y -7T.LUX,ASD.DESIGN PRESSURE RATING:+11%-110P,oJ. 2.Mat.SHUTTER SPAI:9S' J.ALLCWED MOUIONGS:&M 0&N ON SHEETS 6,71 AS WELL AS MOUNTINGS M,0.L U&W ON SHEETS Issy&17, �.t ONLY ClMFAANTFSMQTRICAI.ODTH W/rLy_OR f ARE ALLOWED WITH pp iN A OR OPPC7l51�NG LAYOUT.IN CASE OF TNG (�pJ1 #15:10.UST DE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CE IVP.FA.ENC ♦ • • A • , �• i �� � `• 5,(A)HV WINDOW SHALL SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS {3•o HOLES)FOR 4 PER 61ADE AT SPACINGS SHOWN ON SHEET 4. d (B)UIN.WAPMCE FRGKI TOP OR BOTTOM EDGE OF IN WINDOW BLADE 1� MAX:5 WINDOWSd t ♦ • OF ANY 3'p HOLE FOR U SHALL BE 12. ALLOWED'AT 1,V uai • �• �+ WINDOW BLADE Q3 (C)FIRST OR LW BLADE<OOMING OUT FROM STARTERS AT ENDS UAY BE HY WINDOW BLAU W Ly • ♦ ♦ r ♦ I •+ �• / (0)W WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID HY BLADE(D' ` THROUGHOUT SHUTTER'S WIDTH. o TES 51UUL ALWAYS BE INSTALLED ADJACENT TO A SOUL 1N o • • • ♦ • ♦ , �I H` 1 I i• (Btl1C£1 0.T EARLIER SIDE OF TH£JA. 1 YY66 (F)POLYMSONATE NN WINDOW®SHALL BE INSTALLED SO TABS FACE CONNECTION { s • ♦ ♦ rr + ..+ ,♦� THE INTERIOR CF THE.OPENNO BEING PROTECTED.NY W'tNCDW t�jN MUST BE ONLY INSTALLED AND.LOCKED UVIG A HV SETTING TOOL PRONGED UY AM DETAILS ON SHEETS •- 7F INC. PULL THVCHT,TYP. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME Q BUILDINGS ON'SHEEr 15,AS LUAIIED BY SPAN AND DESK;N LOAD(SEE NOTES P 18;19 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR 6 POURED CONCRETE OR CONCRETE BLOCK WAU.OONINSHMS 1 HS l 13 AS LIMBED BY SPAN AND DESIGN LOAD(SEE NOTES'1&2 ABOVE). ((gg S.MMMUM SEPARATION TO CLASS SCHEDULE.PER ASTM E-1996I 'it'P TOP&FOR OTftN.vU1RENENTS) W ) UAi ORS WIND ZONE MINIMUM SEPARATION TO CLASS 0> H lOJ V) NUMREp W10TH T THRU 3 ELEV TIC1N MNL SEPARAnoN TO CLASS 4 —_� 6,25' FOISTING GLASS ELEY& SEE SCHEDULE al SR•>:T,1 ATSR ID-.E0 AND ON.THS ISLET FCR OADES(D&.ODA I TTP. Ab SWJO (SE YMM'�',^ CENTERLUTI:S1r'+�® WI I j 5 aID NOTE a ABOVE} TYPICAL I HV BLADE WORKING IN QNISONL WITH HV WINDOW BLADE 09 SHHUTTER* �'`--___.�• 11AFA11A/44'f!3!♦'' FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane none ............ CN , v�:* 02017 TILTECO.INC. T X2017 EAS METAL SUPPLY,INC. SF''., BET A HVTL, T'701 "� A■ ■ ■A■ Accordion Shutter System s' ITTL�G cNC. H.V. MADE#1 W/OR W10 KV.{MIM aADE AmerlcatT Shutter Systems Lv.N oEscAlFnm1 OATO DRAWN BY; LC. mTICCIT TESTING & ENGINEERING COMPANY 5 N.w.mm SC.St-305,4402"GARCINS,EMU 33161 Association,AsBQCtGtIInc. i OLD iS-ABS 7j27f1CAM677/17/17�r�•'•, h,,, r14 535 v)V% - ,I Phone:(2105)67,-1530.Fa. eac:(305)871-1531 4268 Westroods Drive 2 DRAWING No sI —3.Nt..90.0— West Palm Bh, FL 33407 3 o0GT _=rSf�NAL'�t�0.•� EB-019 '�. • WALTER A.TILUT Jr.Pr- , 17-107 •Y••'/I FLORIDA L&.!44167 S SHEET P.E. SEAL/SIGNATURE/DATE 5 19 OF 20 x I .T{j2-x'0.035'THICK INSTALLATIONS W/ HV BLADE & HV CENTERMATES �1 -12,000'MOx.I- Mtn,ASTM A-663.GRADE AO N,6n. VARIES - xv 'o MET c-TU S AT STEEL 2 Max. 43b INTO METAL STUD WALLS, METAL STUDS AT 16'O.C. --------- to s o.c. 40 41 i/2• 1/4"o. NOMINAL w - -- a7s- 3 ALUMINUM SLEEVE FOR— " BERTHA(1)HV BLADE ACCORDION SHUMIR 6063-75 ALLOY 1 3/4•x 6 1/4.0.035•THICK M A, 43C 43a ! A ,��, �� SY_1EM INSTALLATION TO METAL STUD WALLS RARATION TO GLASS SCHEDULE COkT,GALV. CZ TRACK CNA4NEL r a 6'O.C. 9 9'O.C. ASIM A-653 GRADE�0 M:n.G-60 , uu1� 3AOO' CALVANNEEO FASTCNEO TO S1UD5 I ', i i `T Max. 4/(2)/6x1/2 lEK TO STT oR i EXISTING€INISN 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (ps() INTERIOR&ExTEA10R FACE I AS APPLICABLE r 2,. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION a3e LENGTH r 1• EXISTING GLASS MIN,SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS To GLASS(SEES SCHEDULE) 43 n 1 THRU 3 1" �4"0-'2DX3" BQLT 4. ONLY ENTER 21 Wj 24 HV LOCK ARE ALLOWED (rnp') MUST PENETRATE 3c 1" WITH 21 ARRANGED A S METRICAL LAYOUT, y USE OF (2)�35}(6° LONG, MINIMUM)MUST ALWAYS BE 4 4" 1 3/4'X 6 1/4-9 0.036-THICK M' EXISTING FINISH ,1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS'SIDE OF Pil ncuv.s RAC T40.WAR0-60 l As apPucA6LE ,+ i i �� CENTERMATE. �L 25D ---A-sss GRADE+a.Lr.n.G-60i2ED.FASIEREO TO STUDS/e.1/2-TEK SCRM on43c --�° it E>GER=oR FACE m s'D.C. 9 6`o:c. ' 1/4 0-20 THREADS . e ,r * BLADE'SLACK DETAIL HVF IS ALSO VALID FOR 43 4"i ELCO CONSTRUCTION � D t/2' t2 38 CENTERMATE 21 APPLICATION WITH BLADE 10 PRODUCTS FAB- OK HD - 43b 6'x 1 1/2-x 0.035'THICK g"O.C. kg,ASTe A-653 GRADE ao :.r;x.;c1a; COMPONENTS M`"•G-60 04%STEEL '.,- MS WALL HEADER SILL INSTAL TION METAL STUDS AT 16'O.C. n. ::,^:.�'.;,�,o-? L� EXiSTit:O &a TT APPLICABLE SCALE: SjB•c t• (1YP.TDR&BOTTOM} ^'� N 3j.G 6 i/a Y 0.035'THICK Min. T `EXISTING CLASS^— G - - - - I - - ASIU a 655 G�RADtE at40 I0 MiGHG-64 K �^'"-""^.'•'T"� «;` ."""""?-"^""" , , ::-� GALVAN2ED FASTENED TO STUDS In, SYMMETi i f e` MINTS PAARAS1 ON VARIES INTERIOR&EXTERIOR FACE CENTERMATES WI r• 1 , . tI ;CENTERMATES W/ , ,ACCESS SIDE.'! j f , .INTERIOR ACCESS SIDE (SEE fOULE) Max:e�(>n.} ------------------------ ---- IN __—-------- ;(s'M--- ----IN---- - -- -__ ----- -- --------------I —� � - --- -- -- ----- --------- -•--- ---- ---- �- - - ---_- _- ------ -- -- ----------- 5: - _ --- ---------'---------- _ _ -- - ----_ —_ _. _ --------- _- __� -- -- "— --- ------ 1 ---- =-- _ _=- {z} - - J 2 2� " 21 Z� � ) LOtA�AT 12 (, -- --- --- -- - - -- - - -' -- --------------- -- ------ - - - - — i Liv HEA➢ER/SiENp5 VIEW `tJ 1 3 1/4'(iyp.} (6"Min.) _ ( 24 ( SIDE CONNECTION TO TRACK (Cont.) 6 tl2-(Typ.) !. 7- 7• 6 I/2'U0.SLACK *----._--SSI yyg IVB_ ,ACK DETAIL HVF ff C FLORIDA BUILDI CODE(Ilton High Velocity Hurricane Zone III Ca2017 EASTERN METAL SUPPLY,INC. 2017 TILIECO:INC. D BERTHA H TEf A■ .,~i■,Q, Accordion Shutter System H.V.BLADE#1 Wj OR W10 N.V.NINDOW BLADE TILLIT TESTING k ENGINEERING COMPANY American Shutter Systema n,,N OESCRIPnON DTE DRAWN all. L.C. assn Hw. sL,Sw.Das ueCuaA vPaoS,naNz6A x316 Association, Inc. 1 OLD 15-086 7/27/1 CAIe: 07/27/17 ' LRA Fhnpx:(3os)67r1530.fox:(305)871-1631 4268 Westroods Drive 2 DRAWING No a-mea:14heoa..L.m West Poim 8eoch, FL 33407 3 0 .'••!`1OR10 '��,1' Ee-0006710 �'e,qq'•...... ' "(�� N WALTER A.TILUT Jr.P.E. A 17-107 P.E. S1T� A7P7E jDATE FLORIDA Lk--1 a+is7 s SHE OF'20