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HomeMy WebLinkAboutProduct approval I He Copy "IEE F® COMPLIANCE eC1S Home Log In User Registration Hot Topics 61, So rc ar . St 1 it,C 0,Ut N Search db a r °��r Product Approval ®C l F SA�'I USeR:Public user Product Aooroval Menu>Product or Avnncation Search>Aonlicatian List>Application Detail I FL n FL389-R9 RECEIVED Application Type Revision Code Version 2017 SEP 2 5 711170 Application Status Approved Permitting Department Comments St. Lucie County Archived Cl Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 12/31/2020 Validated By John Henry Kampmann Jr. rZ 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).POF 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 I � I i Product Approval Method Method 1 Option D I Date submitted 09/18/2017 Date Validated 10/1812 0 1 7 Date Pending FBC Approval 1011912017 Date Approved 12/12/2017 i 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 ELU9 R9 iI AMERICAN SHUTTER SYSTEMS DRAWING 17 Approved for use outside HVHZ:Yes 1Q8 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified Dy:American Test Lab of South Florida inc. Design Pressure:N/A Created by Independent Third Party;Yes Other:Large Missile Level"D",hlax span is 12'-3"for 40 p5f Evaluation Reports positive ASO load and 13'-0"for 35 psf negative ASD load the FI 389 R9 AE AMERICAN SHU 1 TER SYSTEMS DRAWING 17- HV3 blade w/o window blade, -2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working In unison,Max.span for HV3 blade w/o window blade for Installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf,See sheet 5 for other spans and ASD pressures. 389.2 Berttia HV Accordion Shutter-91ade Extruded aluminum Interlocking blades retained by tracks(top 1 Only-(Nbn-iiVHZ)-Orwg 17.107 and bottom)for storm protection Limits of use InstallaUgn l415trustl4ns Approved for use In HVHZ:No 4MfRTCAN SHi1TTER SYSTEM ASSOC Approved'for use outside HVHZ:Yes RAWING 17.107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes 5YSTEM.PDF Design Pressure:N/A Verified 13y:AmerRnn Test Lab of South Florida Inc. Other:Large missile level"0"-Max.Span is 16'-0"for 30 created by Independent Third Porky:'Fes ps,f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HVI blade,8'-0"for+64,-72 p.s.f. (I 389 H9 AE AMERICAN SHUTTER SYSTEM ASSOC— A.S,D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC DRAWINe 17 t07 PRODUCT OF EVALUATI0f1 for metals stud mountings and 8'-0"fcr 110 p.s.f,for HVSA REPORTSDF working In unison,See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes installation drawings for other spans and pressures. 389.3 Bertha MV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks(ton COMBO-(Non-HVHZ)-Drwg 17.106 and bottom)for storm protection Limits of use Installation Instructions Approved,for use In HVHZ:No FL389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC.,INC, Approved for use outside HVHZ:Yes pgAyrflNG i7.106 BERTt1A HV ACCORDION SHUTTER Impact Resistant:Yes 5 ST—PDE 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 Created by Independent Third Party:Yes for Blade I and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively Ft 389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWiN 17-106 PRODUCT EVALUATION REPORT,PDF Created by Independent Third Party:Yes hxc{. Nest I C,gnlaGt Us::?G+n`Ii, 1y7r,51yn"�jmQ Yol ail xaq rp. 1�:/ '-t)hn-AR7.1 fl7q The State 6t Florida is an MICE0 employer,f nlivnnht 7nrt7.Mi3 C(1i.+4r rionrd.;;�;jy ;$s.- :t Accrasrod�ty Stn] `rm::i3gfint�sta anent i under Honda law,email addresses me public rccoidi.If you do not want your it-muU aduresa n teasea!n response to a public-tatord:requdgl,do not send eluctrcn.c mall to tht5 enbly.instdaa,contact file offKu tly Orland or by traddiona!mdit.It you have any 4uesuor%wwsc contact eS0A137.1995.'pumudnt to Srrt;,n AM2751:1, flori4a Statutes,ditectwe Umber I,M12,t,ccn.eds bceAse-d under chapter 455,P.S.M451t provide the Oepmtment mth an Mid oddrns5 it they Ifaw:one,The emans provide4 may br used for ofticoal communuatidn with the bcenaac.Ilowcver email aadnm3es arc pubic rcwrd.If you do not man to supply o personal address.picase; provide me Department with an polad adores witch can be mane avadabfn_to file public,To datermmd a ycu are a Irter3cc under Cnepto-455,F.S.,pka.e dtck heir. i ProductApprrnwal(Agcopts- i i i GENERAL NOTES: 1 BERTH GHCODE THIS ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT YSTEM SHALL NOT BE INSTALLED AT HIGH DOCUMENT ( HURRICRAS ANE EENEVERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA 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=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.SA.)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 AREA 1: HV BLADES n & BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE Y!/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL N01FS SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR VANO LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS'IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEGUACY FOR WINO AND LARGE MISSILE IMPACT LOAD 14A5 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&TWNDOI!DETAIL -RV BIADE(D g0214.01-03,00715.01-03,#10134.01-05.Q1214A1-05,90317.02-06,ff0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-lan AREA 2: HV BLADE T AND HV WINDOW BLADE N� AND E-1996 STANDARDS(MISSILE LEVEL D,WINO ZONES 1,2&3)&§1220,01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE +@ 00505,01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2,3) BASIC PROTECTION ONLY AND®0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2,HV SLA05(D AND HV WINDOW BLADE (D ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS (HIM SCREYIS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14K2-75'AND#14x1.75'RESPECTNELY, 410-HT MINWUM SERIES CENTERMATE DETAILS HY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ks,YIELD STRENGTH AND 180 ks1 TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATON ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR ENO CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY, MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ALSI SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50015 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY P7/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6,BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH_ ANCHOR SCHEDULE-VIOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE O' :12,t3,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE©&d WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 S.THIS BERTHA H-V.ACCORDION SHUTTER SYS"BEARS A U.S-PATENT 86779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY US.PATENT B5'458.179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE 9 ONLY 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDNG TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE a)ONLY CENTERIAATES AND ENGAGE OR LACK ALL HY AND HO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABEUNG TO COMPLY WITH SECRCN 1702.9.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY PATE{SPECS INDICATED IN THIS DRAINING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES N0T DEVIATE 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 INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED HY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P-E-D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL EEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, FLONDA BUILDING CODE(Non High Velocity Hurricane Zone' 111I1�F.- ...• A�l 42 02017 TILTECO,INC- 92017 EASTERN METAL SUPPLY, INC. BERTHA HVTM A S S A Accordion Shutter System /7,ME CO )N�. . H.Y. BLADE#, W/OR W/0 H.V.WINDOW HIDE *a American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: LC. b TILLIT TESTING & ENGINEERING COMPANY f / / / Association, Inc. I OLD 15-085 7 27 11 OATE: 07 27 17 ,v a eau Noon s•.n,si,7t aos•v.F-w305)8 I1-153 ss}c 4268 Westroads Drive 2. Phene:(3os)en-Is3o Fac:(3os)en-Is31 DRAWING No rC �R) a'r�`�' L1\ c-m 7:tltecoOool.com West Palm Beach, FL 33407 3 17 I•7_'07 WALTER A.EB-071LUT J.P.E. 4 P.E. Sr; : SIGNAY6RE/DATE FLORIDA U. aa1s7 6 SHEET OF 20 = ;3'o fm 1 tca 6v :OP N VPPJFS 1.918' 7.4 1' �� \676 0 o n1ax. 1.200' e.2p •%� ja• 0 454• 1�\ o{ n 57 � of °.'f 1 4.71' 1 a\ Y.385' � � 1 �� O�'9~ �\• 4.857' I {5 4.999' HV 90'/180' STARTER CoVEReD "DERSQLID US � D 45gz?91HV UNIVERSAL FLQATER �' QUALIFIED FOR USE V!/ QUALIFIED FOR USE W/ HV BLADES �HV DIRECT MOUNT HV BLADE Q7 U W DOW BLA s 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS F USE OF GLAD @ ON SHEET 19 BLADEOI 3.226' t.SCO' 6063-T6 ALLOY AND TEMPER .124" f 6063- ALLOY AND MPER _ 3.556• - - 'nl .) i �• �% .94t ,.O-0' 670" 2226' M 072. $ 1142' 4.697' { I II n1 o `f677 or �l � 4.436' ^o.o7z'_n" --1 o.D7r V HV ADJ. ADAPTER W/LIP 3.226' , QUALIFIED FOR USE W/ HV C81HV WALK-OVER TRACK HV ADJ. FLOOR TRACK BLADE�I QUALIFIED FOR USE Vf/ HV CHV TRENCH TRACK .255 3.750 „� 6063-T6 ALLOY AND TEMPER 13L DE� QUALIFIED FOR USE W/ HV QUALIFIED FOR USE� W/ HV 6063-T6 ALLOY A D TEMPER BLADE CI ONLY_ 1 HV RAINGUARD BLADFN 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE 1V/ HV 6063-T6 ALLOY AND TEMPER �I v 0 1.936' BLADE 1 1.915' VAR ES 1.936- 6063-T6 ALLOY A}7D TEMPER 1.91T o c _ �OdT y 083' ADD, .08Y II .G83 C93• .093' 1 mr-- c..l 71 i ' �• .060' oI ni 670 �� N� A0 L .0 y 14 3 11 1 F' I f [+ - 6R 1 1 6i 7D t I 1.686' m 0-1 1670 3.529' #+ 3.570•�1 0 , j 16�7U+ 11 Icy CEILING HEADER , V H 13 ADE SIL HD CEILING HEADER/S11, 0 HV FOR USE VI/ HV BLADE i ONLY, QUAD D FOR USE W/ HV-6 EIDO.NLY 6063-T6 ALLOY AND T PER QUALIFIED FOR USE 1V/ HV BLADE (14 HD WALL HEADER/ ILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE'U/HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE CI ONLY. 6063-T6 ALLOY AND TEMPER r 3� T1 COMPONENT A B Tt T2 ; X Y t 1" l4X X MN Y MN L ❑ I r 2' 2" .0.1Z5' t' Y O.C62' al it7 2' S'6+N(. 1/6' 1/8' 3' i 3' 'P.NO' I If�i 0� I 2' S"MAX.i 0.192- 0.192• X ,161 SIDE ANGLES D - t20 CORNER POSTS 119 2.5" 7-MAX. 0.190' •0.190' QUALIFIED FOR USE W/ HV ALUMINUM ANGLES I � QUALIFIED FOR USE W/ HV BLADE r.7� OUAUFIED FOP. USE W/ HV BLADE 6083-T6 ALLOY AND TEMPER BLADED ONLY. 5'Mu 0.139' 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1,q�7��11-1_ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' LI 1 t1k 1' �' 02017 TRTECO•INC. 02017 EASTERN METAL SUPPLY,INC. '',aP� • �� BERTHA HVTM ��� ?' /TIT�Eco ., A■S S■�■ Accordion Shutter System . H.V. �aDE#, W/�W/0 H.V. >Mn�r� TILLIT TESTING & ENGINEERING COMPANY American Sf1Utt8f Systems E,,.N, DESCRIPTION Dn1E DRAWN�': L.c 61�(TE OF . 6355 n.W.3m St.51a.3D5,VIRGNA GARDD6.ROROA 5116 Association, Inc. I OLD 15-085 7/27/1 GATE 07/27/17 �*- 4268 Westroads Drive 2 0-i• Phane:(305)87.1:of .Fax:(305)871-1531 DRAYlING NO n-maa:IalaaaEg- West Palm Beach• FL 33407 3 '7_'07O � WAITER A.OTIWT1 Jr.P.E. 4 fYdl_{. / FLORIDA,Ue.1 44167 5 SHEET tp, .E"'SE1 P+1kE DATE 6 2__0F 20 - 4-20 a576' 745' 2-29.: l cu[ICAD/��p�,�� r,SRFAo� igUsN7 EUAvEL 2.253• 74_' o I �� SS.US. B:.KEO PA:kiED T G`'J ED DE CM1.ST Mousavc Ee++sEL R,r 1 I �; I P-AXED P GRESS TUPN Xk03, D" 11j r�r"� hj I V t-- CYU.YOFA ER.L45 Cn12CER c.2�. °45s• 3 I - - -- •o^' c PLAD)("DQ" (OiRME=U/Eo)21 HV CENTERMATE \{r. o�'+t 1.32s I- HV QUALIFIE FOR USE 47/ HV BLADE'& 7A ONLY !2) HV F OA ING C , ,�.'/ v p g7g-I a`�QUALIFIED FOR USE V!/ HV QUiAL(FIED EGRESS SUSEOVJ/KHV 063-T6 ALLOY AND TE cR QUAII�TED FOR USE W/ HV BLADE 1 & 11 ONLY r _ 60E3-T6 ALLOY AND TEMPER f� HV CORNER CENTERMATE BLADE{J& ONLY, BLADE Q& I�gl ONLY. -- Y- Q ALIFLED FOR USE V!/ HV BLADE(I)ONLY -I W OLD_ 2874' 6063-TS ALLOY AND TEMPER PLASTIC READ r 1.756' 972' a.04 �3 2 MOLDED TO'� -1 -'l SCREW s 2.079- 1.753' ffi 1.D0�'IC--T m� .I325' <, m :760"AFTER RIVETING 1/4"— x 3/4" OEFORE RMcT T!G 1 4"0-20 RIVNUT# ,III' �l "'1•}ic, K! ^ h ' i S.S. THUMBSCREW / *SEALS 9444 ALL^..=M(2024-T3 ALL"LARGE FUHGE THIN 2 i_�• I `3 1 Z7-a' + I t SHEET NUTSERr,PART f G82D.AS UgWFACT'uFED BY AvDEL PLAr1 FRONT ELEVAi R7N 12$' HV MALE "T" LOCK CENTERMATE ^ �' -ten" + L83� CNEMY TEXTORN,PARSIPPENY,he/r-EY 07054 OR EOUAL 27 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(1)ONLY 129. HV FEMALE T LOCK CENTERMATE ® HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER FTOR USE L'!/ HV BLADE(T)ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED F QUALIFIED FOR USE W/ HV BLADE I)ONLY W/HV BLADEOI ONLY- BLADE 1QONLY. 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER``7.917 1-917• +�5� c o f i 0 3• �4 @@ •-THi/M6 itlRPd .062" •L_ 4+f 11.�0 6 KCyUr EY CYLINDER OR OER .214" m�c + q .545• 0 i87 I n e 1n I N 0. 5'HD .525'Mm- CENTERMATE Wj NO LOCKING ROD 32J HD CENTERMATEW LOCKING ROD O �� D p _, I 1 f^ QUALIFIED FOR USE 7// HV BLADE & FA; QUALIFIED FOR USE W/ HV BLADE i & A I 6063-T6 ALOY AND TEMPER 6063-T6 ALLOY AND TEMPER Z� HD CENTERMATE'S INSERT .EDe VARIES, IY QUALIFIED FOR USE W/ KV BLADE(1)& 7 J W o: �/� 20 OR D)e-a-te 1.130" 6063-T6 ALLOY AaND TEMPER AC' 'MsSCREY5. 1 ti/2' TRU.U.BfURN _ OR KEY DO i OR KEY !111'Min- CYLINDER +tj ll.n; .71 MvX- LOCKING ROD a J � HD LOCK 4'0 0 RED FOR USE N/ HV BLADE: HV 3,f8"0-16 ACETAL f� HV 1 j¢" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ,�� 6063-T6 ALLOY AND TEMPER SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W HV BLADEa 1 & 4A) V, IN ALLATION WILL REQUIRE A 7 l6" HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLAD r- / DRILLE A7 TRACKS FOR PROP C(BEDMENT QUALIFIED FOR• 4y HV BLADE(1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone L A Gi2017 EASTERN METAL SUPPLY. INC. ,111��.�A j•!/A� D2017 TILTECO,LYC. ........... CEIV T� BERTHA HV7M 1 L E C O .Nc. A,S,S,A■ Accordion Shutter System 7 ` ti American shutter s st®rns ttv aanFt w/OR w/o Ltv.WtNDow BADE c* TILLIT TESTING & ENGINEERING COMPANY Y No D scR PnoN DATE DRAWN BY: LC. • -O STATE OF < 6355 RTI.]6 M1 St"Sro.305.You WA GARDENS FLOR DA 3}16 ASSOCICtIOn, Inc. t OLD 15-CaS 7J27/1 DATE 07/27/17 $ Phone:(sD5)87I-IWO-Fox:(3O5)871-1531 4268 Westroads Drive z \ DRAVlING No O,p''• R( P.•'<'441� nt�===9�t-�4 West Potm Beach, FL 33407 3 f.'•.•OR{©• `v 1\ 03-OD06719 17��67 _-SS `��V�1 WAITER A TIL IT RE 4 �� p i� 14 FLO,LOA Uc.0 44167 5 SHEET P-E. SEAL1__�IdA�}JR'cf DATE 6 3-OF-20 - SHUTTER ASSEMBLY SCHEDULE FOR HV M 'HV I 12 Ult II NCE f�� 3�$ TO GLADE T P t-V vnNDaIF BLADE f.0625' .0625' HV BLADE 1 41 'v -'`� 'I j EocE �-,� .1a75' d � � I O ) / 3 ) D x x •0625 .0625" ® HV BLADE ® %I'• BLADE'S '0 OPEUN 1.1875' Y HV LONG RECESSED NYLON BUSHING 39 F "' KNUCKLE' .0625"4 O.os2s' e * 3® HV SHORT RECESSED NYLON BUSHING ,ylp''1 •I, 'CJ\ •• .. Q. T I -FIAT PORTION I r 40 HV NYLON HAT WASHER 10 OR® N 4 { �F ��� moo; I R7�50➢� V �' t // 37so 41 HV WHEEL CARRIAGE AISI 302-303 SERIES I I \ L�45,5�0 40 II' n ; j�c2675o' X 0.870"x3/16" THICK NYLON WHEEL 3 I I �� x N 2 7/6'MIN, Hv IvwOaw 1 CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS i ^. 'i.3t5'° i B�YATINON ,Off25' 03.00 3.7500BLAME r.o62s ® M/ 1 3/4" ACCORDION PIN iV/ '#IS HEAD * EXTERIOR I �� i OPENINGS Ofl CENiEP.S mrn__6 orb r-r ' ® HV 2 3/4" ACCORDION PIN W/ n8 HEAD * tI '1 ' 'D .75Oo' 41 7�"�� r 2 1/a ExfE LORCLEAR EI NATO.1 ® POLYCARBONATE IMPACT RESISTANT HV WINDOW .. 6EITl'FEEN'TYPICAL HV WINDOW BLADE It`d AND n3 I I 39 POLYCARBONATE HV WINDOW DETAIL 3g \ t(EE NOTE FOR �'I' kE0U1REMENis) OOR ® okPOLYCARBONATE IMPACT RESISTANT HV WINDOW I!j ' i �lll I SAYER MAKRCLON 3103 POLYCARBONATE IT 12-ram aFARA,uLE RESINS, UV-STABILIZED GRADE OR SABIC 1 To GLAD-`BO TTpM INNOVATIVE PLASTIC LEXAN 103 RESIN * t{V PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR i, cYi O OR 11��F � � (SEE NOTE "F" ON SHEET 19). '� wad li (1) HV PIN 4@ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1t`� OR I POLYCARBONATE SOURCES FOR HV BLADE. I EXTERIOR APwCFeLE F�uLr © TYPICAL SHUTTER ASSEMBLY Gan /^�� TR',r11 FRmfiRr6 srumARD N.T.S. ,HY PIN©2 OR Rc.y AT F�• RETEF 4CE (2) HV PIN ® MAY BE USED IN LIEU OF AND ONLY AT EXTEERIOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO e0a24_ £ (SEE NOTE x FOR �= SPECIRG GR . ASIM D792 M043 Dl; 0.043 UCn BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 048=—\ lJ 4 REQUIREMENTS) If LEI' ® TOME:Yf3D STP.ET'^..lH Asm D635 9.4CD TYP.q j sI FLEXLPs SIRE':GIH At REL9 ISM D790 12-'M p.a, 13,400 (3) HV PIN ©9 OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER 5 I�; q.oL FLDUPA VoomW AVM 0790 340.000".L 345.000 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8j II II MP�D f 19TCNE0 QG0 151M D235 I8 R­IA 17 R-Dl SHEET 0 I I�' n WIRVN WHEEL CARRIAGE DETAIL X w Amv°D263�,4' C7--'CAS Ca--; s ASSEMBLY LAYOUT °l1E IJOTrN A6TN D1929 10a0'F 9FAMC 'E ax, AVM 0155 70_5LE STRD7 AFTER WEATFEFNG ASRF oa 9302 Ps: e840 p..L � HV BLADE SOLID & I-AA HV WINDOW BLADE DETAILS TENSLESTRSSE3°�EW.IRAC ASTM638 84G1q.1.1 e8e0q.s.f. N.T.S. IF'2iA✓�iirisq�� 1FF A, 7tr - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 EASTERN METAL SUPPLY, INC. ���ES . 02017 t1LTEL0,mC. BERTHA HVTM n1LEGO INC. A■S,S,A■ Accordion Shutter System H.V. BADE#1 W/OR W/O H.V. WINDOW BIADE American Shutter Systems REV.N. DESCRIPRON DATE DRAWN Br. Lc. �'9Y•'�"�r et TILLIT TESTING & ENGINEERING COMPANY Erd : Association, Inc. 1 oLD 1s-oa5 7/27 1 DATE: o7/v/17 Q r \ 8335 N.W.36N.9n,St..M. �'•' Y$CLW C(30(!05)5)5 FLDRBlt-tE31-3318 4268 Wesroo rive z tds D '�^ n'R(n FDOne:(305)871-1510,Fo4-.PtS Q[1]�.••'—�4�— a-m�:er,«ooaw.Gom West Palm Beach, FL 33407 3 DRAWING No s! Eta EB_0006719 17-107 . SYALTER A.7LLIT JT.P.F a FLORIDA U.1 44167 5 SHEET P.E. SEAL/SIGNZURE/DATE 6 4-OF 20 - r �ppm� �• -w .5 *NOTES ON HV LOCKS AND CENTERMATES: A 13 C G 'CJI"E:/ 1 Y N 5 T U 'wZ 1. MANDAMa CONDITION /1: ONE HV LOCK cr• SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 9.�5w2 �4 OR 12'ABOVE DR BELOW �2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR{NSTALLLTfONS T A13Y 1 J 1 t !! ELEVATION. EiY LOCK i�4''or�^MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @2�) OR Z' 1 t CENTERMATES VIM) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LACK SHALL BE AS INDICATED ON n_� 1 I TYPICAL SHUTTER ELEVATION. u'^"a' 2.OPTIQNAL C0ND1TIQj)61: IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV I6 a;20 LOCKS q'.qS OR Q§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LACKS TO CF_1JTERIMTES�4 OR�'SHALL BE AS INDICATED ON NOTE(1)ABOVE '` 1 --"eiv27• LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. J 3. OPTIONAL CONDMO #2 MUD ONLY WH ANDAM CDNDITION 01 OR LIMITED MANDATORY COMMON � I�USED W/TWO H.V. LLKKG): LOCKING RODS 6 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ° Pz�ar2�5 oag6=COTII 4P ,_„''-'23 BE USED LF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). `R 4. MANDATORY CONDRION N2:ONE HV LOCK SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 51- ° AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or ES SHALL BE USED AS AN OUTSIDE OR 114SIDE LOCK. ATTACHED TO 3 CORNER CENTERMATE YJ/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS CS W" AT TOP& BOIOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xoc_ MIT A4AYIIAUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V ° s�i;oEo �Q 5. FIRST ALIONATE TO MANDATORY CONDITION 91 VAUD ONLY FOR W LOC4 MJ/ 3'r ORS' ONE ALTERNATE FIV LOCK a MAY BE USE[ IN LIEU OF HV LOCK or 25 FOR ANY SPAN AND ry MATES �3 ='QAe r � INSTALLATIONS AT ANY ELEVATION. ALL Ye LOCK 16 MAY BE USED AS AN INSIDE: R OUTSIDE LOCK.ATTACHMENT 'V Eyoe'� j � a OF 1/4"0-20x3/4" S.S.THUMBSCREW TO(1 OR g CENTERMATES SHALL BE MADE VI/ 1/4-0-20X3/4-ALUM. 71L o � � x_no-xyvD on RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO I t I V Cgc�o1 V - LOCKS AT 1/3 OF SHUTTER SPAN. l 1y 6, ueunATORY CONDITIO 03 FOR KEYSTONE MOUNTING INSTALLATIONS, ONE HV LOCK 231 or 9_'or @ SHALL BE J` USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP �) TO 96-,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK�Y or r£5 or @MAY BE USED AS AN INSIDE OR ' OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END—� 1 s M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS fS W/D3 CONNECROlt F j , OR 67 TOP AND BOTTOM IS COMPLETELY MANDATORY. D'cTARS ON �D r E H I J K L N l J P O x V W X ,s T EI YP.FULL �J , , *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1 m 'ENTERMATE 90_�;ONE ALTERNATE HV'T"LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS 12J ORC4 FOR ANY SPAN AND IRSTALLA,7 N AT ANY ELEVATION. AL HATE LOCK �.1AY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK DO INCLUDES USING REINFORCING LOCK `1J,AS SHOIYN ON SECTION HVG,SHEET 9,WHICH MUST BE l0`05°'ft�+ 13-(0+-Q 6- � CONNECTED TO CENTERMATES CS AND g W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT V!/7/8"0 x 3/32' l WINGNUT OR W/ 1/4"0-20xl'S.S.M.S. INTO A 1/4'0x 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' (J s/�)+iI@cn(6 1»0+T$- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS Sg TOP AND BOTOM IS MANDATORY. q�+11/S1[R 11 l»OCR®+n 7'CR ® >9 115�rx t9 *NOTES ON HD LOCKS & CENTERMATES: CENTERyATES(2 OR(32 W/�3 :ONE ALTERNATE HD LOCK(D MAYBE USED It,LIEU OF TYPICAL 11) HV BLADE SHUTTER ELEVATION HV LOCKS 12a OR t2`S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK CF_4�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK 64�TO %IS W/3�8 x 3/8"F.H.S.S.ld.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT(5)AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC,SHEET 10_LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS�5 IS COMPLETELY OPTIONAL. ORI A BUILDING CO E( on High Velocity urrici one' 11L1�� 02017 TILTECO.INC. @ 2017 EASTERN METAL SUPPLY,INC. INS". �� BERTHA HVTM A S S A Accordion Shutter System L E C O NG. H.V. BADE#1 WW/OR W/O H.V DE NANDOVJ S A 11 TILLIT TESTING Qc ENGINEERING COMPANY American Shutter Systems 1EVa No DESCRIPTION DATE DRUM BY. LC. (�F�:• ` Association, Inc. I OL0 15-085 37/27117 DATE-' 07/27/17 fl ��,a sass x.v.ica.sL 71 153 v+spa oe(305),1-15.1 FLORC&rite 4268 Westroads Drive x + 4 Ph...:(305)671-1530.Fax:(3O5J871-1531 DRAWING NO ' 11 e-,noE: COC167 9�.com West Palm Beach, FL 33407 3 1 7_'07 'ssZONAL N�', 'tt WALTER A.�LIT1gr.P.E. 4 SHEET FLORIDA U- 44167 S P.E. SEALJ5IGIVAIUREJDATE 6 5 OF 20 (ONCRETE ANCHORS POURED CONCRETE SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE SHEET 13) REQUIRED CONCRETE ANCHORS I MACHINE SCREWS S.S. CONCRETE REQUIRED �. REQUIRED \. _ ..1..—' FOR `—j (S�SCHEDULE ON 4 Y!/ 1/4'-20 CONCRETE ANCHO I i 17 18 A&-ONE(SEE M.=%7NO Qi ON SHEET 7) 1 % /�SHEET 13) \LllliS© 12'O.C. " ,-{�'• (SEE SCHEDULE ON HEET 13) I i/ 1• / r 4 i;// ! {Min- 1/4'0-20x3/4'Ss. OR EQ MACHINE J Scr'&Ns USING 1/4'-2D NUTS 'riF ®12'O.C. E.D. I ;' 1 I z5a'M1az ,— ---� IN,�I 13 OR : _- } (j 13 oR 15 i f E D. l i I I zsa' j 1 t' ) i ti I 1! .250'Max. Er �_ �. 1 1 rMaz I/%//• .% / OPTIONAL 1 u .� i./ �OPnONA1 -- -- Ifx 3YFPJdIRi !I I I I ` I ` lA1Ct SEPARATION TO GLASS 1 Ts ETA I 1 QR I I 1 �rtSr(SEE SCI-EDUCE ON SHEET 11) I EXISTING �g� MIN SEPARATION TO GLASS Goa -+ �('-�E SCHEDUCE ON SHEET 11) EXISTING l(A HEADER INSTALLA N I C�HV WALL HEADER INSTALLATION v1 HV WALL HEADER INSTALLATION + KEYSTONE IXISTCiG P MIN.SEPARATION TO GLASS GLAS �prpp� 1 OR �0A* r t r I 1 (SEE SCHEDULE Or! SHEEP 11) 1 o aAV(� I 1 'L.7 MF.V.SEPARATION TO GLASS I GLASS '- 1 FOR WC. SIM {, I L(SEE SCHEDULE ON SHEET I I) i ' 011 SIM 19 FOR ri rh /" , l r t r fOFtlOtlAL 77D7.T' i i � i 1 1 1 1/4•.- • / Ilr H .! 1i: 1/4"Max. E�.iJ'Lr--_ Mar. /'OPTIONAL f .' 13 03 / i i 1 1 ] E.D.• r O 15 F.D.�( 1 13 OR 15 1 120R i `--_- I t/4-0-20x3/4'S.S. I /I �MGn.J �/ '• j 1/��-- `-i ----- PHILLIPS TRUSS HEAD �' '', '`i' 1/4'0-20x3/4'SS.P6'LLJPS /. \ �: i E EQ MACHINE SCREWS USING L_�!/ti •1 CONCPETE AN TRUSS HEAD MACHINE SCREWS I i 17 1. / 2a NUTS®12'O.C. ( YI/t/4'—z0 Nuts® 12'O.C. �--CONCRETE ANCHORS ij' 18 I 1 4.- SEE SCHEDULE ON (SEE SCHEDULE am SHEET t3) yin. POURED CQNCRECE SHEET t3) POURED CONCRETE !-j OR'CONCRM BLOCK REQUIRED OR CONCRETE BLOCK —'')�" ,CypNCRETE ANCHORS VIALL REQUIRED CD) W LL SILL INSTALLATION J (SEE SCHEDULE ON (J HV WALL SILL INSTALLATION POURED CONCRETE' SHEET 14) OR CONCRETE BLOCK WALL REQUIREDU HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1—SEE SHEET 4 FOR TYPICAL SHUTTER •E D. - EDGE DIST=- -.3 SEE L6MATIONS OF USE FOR ('� ASSEMBLY `'J H V BLADE 2—MGUNRNa SECTIONS CAN BE COMBINED (SEE SPECIFICATION BLADE 0ON SHEET 19IN ANY WAY TO SUIT ANY INSTALLATIONAti >,>AL 7j FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone d�, �vCEA($• 4/� ®eon nLTEw.INC. ©2017 EASTERN METAL SUPPLY,INC. BERTHA HVTIA •4 � INc. A S S A■ Accordion Shutter System LL E C► Itv. anoE#1 w/OR w/o H.v WINDOW MADE American Shutter Systems TILUT TESTING & ENGINEERING COMPANY y Ev.R DESCRIPTION DATE pRA4R1 FtY: L.C. ��(.•'• (a •:�`r(`'�'�� 635S N.W.36'.A St.SI.,M,NMNA VRMNS.FLOROA 331 A390CIatI0T1, Inc. ! OLD 15-085 7/27/1 DATE- 07(27/17 Phone:(305)071-1530.Fax:(305)871-1531 4268 1Yestro0ds Drive 2 DRAWING No RI1�1JfA11YlY 11L a—ma11:ultec Gool.— West Palm Beach, FL 33407 3 '7—'07 VV !YL rrt EB-0006719 ''ea��i� rr.• WALTER A TILLER Jr.P.E 4 rA,e noaaA U.#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6- OF 20 __ C0;CRETE ANCHORS la!a FFPNUTLY I T♦ Nea SEFARATVI 1 1 1 CONCRETE '� SEE SCHEDULE ON SHEET 13 m a:a 1 1 OR h --\ ( ) aE�(� 9 EXISTING 1 10 cuss 'D P.ECULRED \ !-(sx•�t2rAAE �.' EDGE OF t,FCR auE 9Am ` GLASS—,' ec�s stloN ,I I SIM 11) 3 1 (-- � SLAB IF a+sn�I9 FOR 11 APPUCASLE EXISD\G� EvIA.SOil Qa + \ r'os1E ' ` 1' CLASS A TERVATE� ,ril EQ i i' ' ANCHOR EXGLASS� �I, / 51-• !' •• `� X LOCATION I I GLASS waSw-R HEAD K13GR 15 3/6j me / TEK SCRE7+S 6 12-O"C. t •v7• ! I -i/ EDGE OFCONCRETE ANCHORS8 %6^ r (SEE SCICOULE ON SHEET 13 7 ) �.'.'!:' ,/�E EO% ��• l/, :% APPLICABLE ECGE OF r i - i •'1i i i i` .% SLAB IF EXISTING ' ' EDGE C£---a APPLICABLE / '%i j D"•! GI.h55— c�Ag ' - 1(2- 1--+' EDGE OF "/' �a _I r11. hPFUC4.RE I _ Ea .+!,-a", .i,,, STAB POUT ___ _, -/ ! APPLICABLE POURED JJ RAT HEAD CONCRETE ANCHORS t 10 airT - ! .'r.! CONCRETE / ("--E D. CONCRETE (SEE SCHEDULE ON SHEET 14) _ _ L REQUIRED It FRx Fa3'iNr.N I r-, ♦ PQURED % / ' %��,--- REQUIRED FIAT HEAD CONCRETE ANCHORS at:;m 19 FOR 1)OR 3g CONCRETE % ,_- ! I 1 TRENCH INSTALLATION E D." (SEE SCHEDULE ON SHEEP 14 taAnErcT3��l REQUIRED E 0.• ) VALID ONLY FOR UP TO +70, -75 PSF A.S.D. QI HV FLOOR INSTALLATION t HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER © HV CEILING INSTALLATION SCHEDULE 83, SHEET 11 E1us11Nc �„,l� 1 1 I CONCRETE ANCHORS �w/eul _ H� Snea i,, 1 O T (SEE 5CHEDULE Ort 1/4b rrvt r,Ex TAPCo.V L SHEET i5) AUIXICED THRMFOSaa cd tt1 1 j oV r�ttl 1 t I—' 11 EX5YINC— • --'OEXIST�S _1T_ I TECNrU=OR 1/4'aPOWERS EXISTING FATTM R TAFFB+NHS V/GULSSGLASS I 1/4- iI 13/+-KN.Ua6V=ir 0 67 MAX. —1 Du S.OM o,—0 n) ' Oe FOR UP To 6'-0'SPAN M9 J r Q 4'O.C.FOR SFAS LARGER TI+AV sEN,w Ar EvERr FAS7EItER HF/D 4 MAX. ( SITE _ , SKEET 11(OR LWAMOtGN/ 3I8' rMAX- w+ 3 OR1$ % I I 6 r I WASHER HEAD • I / I - + a- MIL ' l.-TEK SC I WS _ ), cor.�-su:Alrt #14r3/4- HEX HEAD—A ' •1�� / 1 t. r 1- %%<-" 1 4'c�2ax3 i SS u5 % JT_ ___ , 11 1, f1 / / f TEK SCREWS®9"O.C. ' �(r14r3/4-S.D.S. }; --_-- I I I I 1/4• 1 it%/•' �IhL\T,,/4-e-20 tItRS C0740T ETE ANCHORS 1/ 6 7 7 ,• OR 1/4-P-20 S.S.rSS. 1 .O ®9-O.C. ----- Mox. -• W/NUT O 9-O.C. (SEE SCHEDULE ON I / i - - 1Y 00. /2 %i.., j SHEET 14) i 11 \-E MIJG=I slauci m _ _-T' •,',---- I ` 17 OR 18 1/2-1 11.� 17 18 I'4X,' 2.00-AlIN. NA TRW(DECOWNE ! - EDGE OF �i (-r '1=- ED" S:u ' #14r3/4•F.H.S.D.S. MIN. 1 7/8",'=1 7/8- ! APPLICABLE": \ 1_ _ O 9'O.C. REQUIRED CONCREFE i -CONCRETE ANCHORS '-SEE NOTE 13(bj `_J. POURED COCNCRETE� (SEE SCHEDULE ON OtJ SHEET 1 POURED GONCRErE� SEE NOTE.13(h) hi--•� _ .EA" ! ,_�i_ OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK ON SHEET 1 (_ t' •^ REQUIRED REQUIRED MO KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED) (S) HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXWNM A.S.D.CE:AGtI FRESSJP.E`+64•-72 P f CONCRETE MAXUNIN STRITTER SPAN B•-a• REQUIRED OJ HV RAINGUARD INSTALLATION t I THIS INSTAL-ATION SHALL ns� NOTE FOR COMBI`NAT14N OF SECTIONG: t REMOVAB:EE WHEN PER OF REED E.D. EDGE TIONS DISTANCE ADJACENT TO AN OPERABLE EXIT ♦ SEE ASSEMBLY L1atFAT[ONS OF USE FOR 1-SEE SHEF-4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE GLADE(9)ON SHEET 19 INSTALLATION DETAILS W/ 01) HV BLADE . � IN MOUNTING SECTIONS CA1J BE COMBINED + A =t �n FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' M ANY WAY TO SUIT ANY A14 INSTALLATION. iijl�" A. 1\1 ,:'�1�6,Il�•;fV�'�4 C2017 TRTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HV;, *° 0.4 Z /7iLrEqo .. \ A S S A Accordion Shutter System H.V. BLADE#1 W/OR W/0 H-V.WINDCN!U.ADE "a' = American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY y Lv N. DFSCgI(410N DATE DRAVNN BY. LC @ �� Association, Inc. I OLD IS-oa5 7/27/1 DATE- 07/27/17 ��i •' �RIOI�r'k�',� 6355 NSA.3M.Sa,sk.zGfi,r.Guw cawEla,FLORDA 33le 4268 Westroads Drive 2 Fhwe:(305)871-1530.Far:(303)871-1%31 DRAWING N. T'-�� a--U:tal—,—L.o West Palm Beach, FL 33407 3Lt EB-COD6719 '7�'07 ^�. wALTER h II.LII'Jr.P.E. 4 ••••••A""'r FLORDA Lic.$44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 -7 OF 20 - SEE END WALL CO ECTION DETAI ON SHEETS 10 IS SE NOTES ON LOCKLYG RODS ,HV LOCKS(D ar EDsmc ouT INSTALLATIONS W/ 1 HV ;JJD ALTERNATE W LCCX 6 D:J SHEET 5- J'— cAss 9uIlE SLACK DETAILM E IS VALID FOR ALL BLADE W HV CENTERMATES CZJ1M ATES APPLICATION 7RTH ELADE ) OR SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 & 187 ------------ -------- --I-- - ------------ B 1/2" 71 I z'.z•.VB'xD-z• 8 8 9+ o-19+ $ 3 1/4" 7" (6063-Te ALLOY)ALLM , OPPOSING ; SYMMETRYCAL - AAGLE V1/(2) 1/4-0 TAPCaN I 1/2• n�-® - I ANCHORS To CONCRETE _ i CENTERMATES I CENTERMATES MIN. SEPARATION 1 (TOP/BOTrOIA)& A10x3/4-S.U.S.C 12" I _X— ! 1 -- TO GLASS (4)§tOxt/2'S.U.S.TO TNe� I I O.C.FULL LENGHr. i W/ HV LOCK Ma or $) i J HV LOCK or��` (SEE SCHEDULE AT EACH ANGLE_(TJP)I I ON SHEET;1) i �� % �I FIN i 5 1 1 zb 0 $1\1c_ >*,�_x, - V., 1 — BG- n'; I 01�_/ T 0 — __0 r Q HVB OUT]® � 5* HVC H V A ©°a®63©'O°a BO 10',$as EXISTING CLASS I POURED CONCRETE OR ..,O�,.00_OCO:jUNCRETE BLOCK WALL 6 7 , u 6 . 7 8 ca I ,0• $ 3 w 1 ca RENCRED EXISTINGU'®°a�+®°�OB 'O�i SYMMETRICAL IN �+0+©°aLJ 1eLv.s ARAnoN----- - - - r 8 + a as s• a w t 5 4\ExisnN CENTERMATES 6 Brat - B B as g GIA55 `� © © — ® �- -.3 .o', * '© © ® Of® (SEE SCHEDULE OPnoNAL —————— �! w Hv LocK 2s ON SHEET „) (INTERIOR) ®-© ®'O°a�' : { film. SEPARATION; ® a f-/. / 1 ___-- TO GLASS �'©+ (SEE SCHEDULE 1 I N OPTIONAL ! -- - , i f •I. Ott SHEET 11) (LN,TFRIOR) ..—_—_F_.—_-- _—_—_—_ _._—._—_—_— I \ CONCRETE` l OUT -_ O J f I ANCI,ORS© Z 16"O.C. � 3 VARIES ,iv 1 OUT 6 1/2"MAX.SLACK !' I HVD oUT (�V 1� (ExTERDR>/ HVE HVF** J�fy �"�Sio� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone i 1 1 Q- ,•"'•�••• 02017 TILTECO.INC. ©2017 EASTERN LLETAL SUPPLY,INC. BERTHA HV TR1 A■S■S.A■ y /71L E C O �N�. Accordion Shutter System H v BLAnE#1 w/OR w/o H v. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter SystemsREV.N. DESCRIPTION DATE DRAVRJ BY: L.C. ,iQ o Association, Inc. I OLD 15-085 /27117 DATE: 07/27/17 -- •, <� \y fi355 N.VJ.38,R St.,S,e.395,VMlM GARDENS.AORDA SS,E g266 Westroads Drive z Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No S,lo�••t,•,•„Qa ,L,L11 4 ea j:ka000eo.j.°m West Palm Beach, FL 33407 a 17-107 —DRAWING No 'Y�� 1� tYaLTER A TILLR.4.P.E. rAArx FLORZA Ue. 44167 5 SHEET P.E.'SEAL�SIGNATURE/DATE 6 8 OF 20 I I ALTERNATE INSTALLATION W f HV "T" LOCK & HV MALEIFEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS (-t W/ I HV BLADE_* SEE END CONNECTION 13MRS ON SHEETS 10 & 18 INSTALLATION In HV BLADE oUi IN `�� C"Ss 6LASEo�A�D TM fNF,R,D:DATED ON=1 6. WZ HD CENTERMATES IS� a . AS MU AS o"MAL MUTING.S ADE®o¢sAe FEO-N`O. a®qV-Oa$�a,0•©� I..ON TMS SHM.MAY EE USED VT:TN TN 1® a ALTEP_:A 1 OISTA:3ATMN"M, vR;SNory 1:1 WS SHM SEE END W CONNECTION I LTO-iQ�®-®a.©•®a, DETAILS ON S SH HEETS 10 !r 18 (saw 21 reaoY)uua� r,.T 35* ��* 35 Y Ar11L 9%1�)1/Ib TAFCa:r 5/9' 1 ® (OPMO-w IS4F (O�aO—) A;.'_Y(a0a/80RO`Q4 I —_..__. —___. —_-- __—_-- --- 1 -- (a)dr a'/ua FaG+J/4•FIU O u' Ty�y-r 1 D.c FDu v cnT. # IN (a) ,v. — IN (A)xv. , � m u u.Tcx 30 HV "T" Pms(7W.) T J/,. Pais(il P.) , aaAa OLOCK (INSIDE) 1 ---.-. scars v r I• 1 r k as THm ) — - - �— I � —o 28 29 , I , I� 1` 5 3y Qu( 31 oa 3�2 I 33 31 oR©2 31 oa� 31 Da 32 2 1/4" 0-20 x 1 1/2" S.S.M.S. 35 (OPT CNAE) *SEE NOTE 6 FOR Fri LOCK®. * W/ 7/8"0 x 3/32" WINGNUT. (Dm=Ao HDB—HVi3 FEN] HOC—HVC -r•LOOK.ON 5reu s. SYMMETRICAL HD CENTERMATES ®0 HV "7" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES Wf ' LOCK (EXTERIOR) W/ 63! LOCK (INTERIOR) t sEMs 94AA ALDM3N•J HVG* (2024-T3 ALLOY)LAIC.-FIFGE TKU 1©a®a©•(]�(��a_O 10•®°° SHEET NU:SERT,PART d OM. _10.Oar®•�M©•®a AS LAQXFf'TUFED BY AVOEL CrrcFRY TEMORM PAASBPENG M71 JERSEY ©•7O•L'l�©•O•®a 07C54 OR M AL ,..0 �'�--� / *zEE raTcv cr:Locrius acute c ra®,ccrs D,r s1¢u s vAL.O NN AL CO.TFWTS/PFLtATIGS tt.M Eu HDD—HVD** FLOATING STACK FLOWA BUILDING CODE(Mon High Velocity Hurricane Zone 1` T" .••"'' t ©2017 EASTERN UETAL SUPPLY, INC. 02017 TILTECO.INC. BERTHA HVTM o.a� A S S A Accordion Shutter System r ■ ■ ■ ■ H v ®aDE#, w/oR w/o H v.WINDOW MADE • i/ ' TILLR TESTING & ENGINEERING CONPANY American Shutter Systems REV.N. DESCRIPTION DATE DRuai BY. Le. (+�'•• Q \Y Association, Inc. I OLD 15-085 7/27111 DATE` 07/27/17 n 6355 ruv.JS:h.st•St 305.YWCSfA CAFOO S.FLORMA 3318 V '• Phone:(305)871.-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No LS/ p�...........LLS% ,d� e-j:Llleea?aoLaam West Palm Beach, FL 33407 3 '7_1 07 O+►QIr �V ,11 Ee-CD06719 1 V.-ACrER l-TH-Ur Jr.P.E. FLCRVA Uc.g 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE s --__9-OF-20 - I �---POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE OR f- OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED CR E BLOCK VlALL �� 6lOCK V1ALL REQUIRED T-- , 6LCCK WALL REOURED I / BLOCK 1'/RLL REQUIRED —EXISTING GLASS r EXISTING GLASS {( CONCRETE ANGHOR�' EXISTING GLASS -2"IAIN, � EX1511NG GLASS '} Q I6'O.C. ' ILIN SFFARA7RXJ </ 1• Y -�-2•trm..' r- To Goss(sFF `�i �' Tp �WIL SEPARATION ' �;, r t -i- ' TO ASP.(SEE t 1 FCR SCHEDUHM:QMO i � y�a( ' ;' Iso ass ! EQ"' EO TO GLASS(SEE /� I I I SCnTnrc CI SHEET 1/16'x3"MAX. ON SHEET 19 FOR ! ' ,i t SCKDULE OI SHEET t,FCR BLADE QAND 11 FOR BADE QAf D (6063-T6)CONT. ei.ADES Q&a 1 t FOR ET 19 pA" ON St3T[19 FOR ALUM.CLOSER ` CN STET 79 FOR 1/2' 1 Oy SHEET 19 FOR (LOCATE AT�i cam_• RADES Q&�t PLATE (LOCATE 1/2 , ! I } l "S Q& T� ; BLADES lO&Q ERN R SIDE I AT EITHER SIDE 1AIA OF 6�) 1/2.MIN, OF& I .T•USE i•OR 2'M1WX. I I I 1 _—_—_- (AS APPUCASLE)x2"xl/B'x0'-2' _ 70x1/2"5.1.f.5. l ALUMINUM CLIP ANGLE 1 B10x1/2-SACS_ / a 16'O.C_ - _—_ _, ® 16"O.C. —� li (RIE-1.111 (6063-T6 ALLOY)ATAffDHEI(1)M710z1/2'S.AI.S.TO®1 e,t-' (2)1/4c TAPCONS ANCHORS TO `.:•� SEEOET !/ LLAT t"O.C. (LOCATE1 OR ER SIDE OF(D 1Q ORS1DE C1 OR I� I SEE DE7A1%FOR O QR ® ®m®aO Om8� SEE DE AL X FO 4 SIDE CCHNECTIOV 6 S10E CONNECTIO TO TRACKS °.6• 7 m B ,0•@- 10• �'1_I ®w©•�Lyr- •QO° TO TRACKL tO '©•�M/-'©•©°" ©•0•©®©•0•®wQ.O.® D CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIL Q END CONNECTION DETAIL •F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0• POURED CONCRETE OR EXISTING :' CONCRETE BLOCK WALL -EXISTING GLASS REQUIRED i I _-L aAn0,1 i �1Oxt/2"S.Af.5� ?.'..'.. --------------- --------------I, TO GLASS(SE I.CN.SEP0.Q,n011 ) a SCHEDULE Cn`I 51{ET TO GLASS(SEE 1 _ ____ �©OR®OR 1 1 OR / 11 FOR SAD_QAAD CONCRETE ,1/2'MIN, SCK9iJLE ON SHEET --------� •;� --_- _ CH SHEET 19 FOR ANCHOR®—� 11 FOR f3A1E QN4D ri�1 i I _____ ____ 1 OR1 OR 1 CIR CONCRETE S �='�Q& 12"0.G G`I SHEEP 19 FOR --- ANCHOR I EO 1 I BLACES Q&QA� -� OR� \:' � -_-__ :i Ed - - i�OR®OR(BOR 2-WN ♦ SEE LIMITATIONS OF USE FOR ` 'i-2.iIW� I SLADE®ON SHEET 19 QOR130R�OR�oR i� V W Y I, S OR ®' PLAN DETAIL X 1�OR 1 I 6. 7wsw D• L POURED CONCRETE pR ®w© 70m®m50 ®m ID•pw©.® ©.®m END INSTALLATION CONCRETE BLOCK WALL \ 10.� 6 6 REQUIRED O.O•©w0.O•®w 1 BY BLADE OR I BY WINDOW BLADE INTO _©O Om©O ®m p ®mom Om0 Om CONCRETE OR CONCRETE BLOCK WALL. O•�w�•®w0•®w ®.pmp•©m�.p END CONNECTION DETAI "CONNEC ION DETAIL© m©® FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 1L• V••'•�•'•• T 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. , BERTHA HVTM L E C O N �.S■S■A■ Accordion Shutter System H.V. BLADE#1 W/OR W/o H.V.WINDOW BLADE American Shutter Systems W TIT TESTING & ENGINEERING COMPANY EY•N. DescRlPnoH DATE ORA1'M BY: 4G Q , Association, Inc. 1 OLD 15-065 G7/27/17 DATE: 07/27/17 0••• tt• 6355 N.M1.JBtA 64,61,.:t16,NRGV.0 G4Ro0<5,FLOMDA 5316 ' AA 4268 Plestropds Drive = DRAWING No •.• :• Fhane:(JOS)871-15J0.Fox:(306)871-1531 III I "DNA � •••)••tC�C`%\j11"' o-maEB�100067191.eom West Palm Beach, FL 33407 3 1 7-1�7 NAl '"�j,r+' WAITER A TILUT Jr.P.E. FLORMA Ur:.@ 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10.OF 20 = SCHEDULE 91 SCHEDULE 93 1 XMUM SHUTTER SPA * •L " Y3MUM SHUTTER SPAN* INSFA LA_TION LEGENDEAXItUM SHUTTER SPAN "L+'OR "L (ft.). FOR INSTALLATIONS�rW�/ M t A OR "L-" (fL) FOR R "L-" (ft.) INSTALLATIONS CENTERMAT, Q> Q) & or Qj or INSTALLATIONS W/ �y 1 q M CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN V/ ONE H)/. LOCK or or or CENTLRMATE 1 & & W/ ONE FiV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD/LOCK :7/ NO L®KING PODS or ONE HV LOCK or or 21 OR W Ii` LOCKING L-: MAX.ALL047ABLE SPAN FOR A GIVEN NEGATTE CENTERFMA 28 29 W/ ONE W/ NO LOCKING RODS / WALL A. B, C. D. E, M, N, , P, O, 0.5_D. DESIGN PRESSURE RATING. QRODS MOUNTING F. K & L R. S, & V. "T" LOCK 30 W/PNO 1_00 NG (vAUO FOR e43Ut7iING(SEE NOTES i.ti') Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR t1 RODS 35 TOP & BOITOWMSEE. SHEET 7) FLOOR/CEILING G, H. 1, 11. J T. U, W & X WALL MOUNTINGS(TOP/8OTTOI.1) OR FLOOR/CEILING: NM1t�1177GC CONCRETE&WOOD MOUNTING rANCR�'&fO0 IN5IALLATIO\5 CONCRETE & 1A GIVEN A POSITIVE AS.D_ DESIGN PRESSURE RATING, b„VIIIIffIN Asa DES.c++ ltl5TA LATIONSAF.D DES= IN Aso.pE6,U DETERMINE M"MUM SPAN 'L+' FROM SCHEDULE. F4c"SU•- WALL VOWMUG FLOOR./CEUNG PFLMrfw. \TALL MOUN1m's PRESSURE FLOCR/CE11KO IeO:rem�0 P,AnI RAma & RAnvc GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING. moo nNe OR (p.Aay (P.%t) ELOOR/cEu.m:.erauNiTC A't) DETERMINE M.AXVSUM SPAN "L FROM SCHEDULE.. (.w.-) <.cR-1 iLCOR /uL uoutmrr, KK "L=(@) L, (a) L-(n) L a (9) t-0) L t 111) L-(`) MAXIMUM SHUTTER SPAS ML+'OR MITE FOR 30 OR LESS16'-0' 1 16'-0' 1V-0' 16'-G' 30 16'-O' 16'-0' 30 16'-0' t6'-Q^ INSTALLATIONS05p0.A.SINTO W000 SHALL BE LING. TO FINAL MAXIMUM MINEDALLO SPAN SPAN E EQUAL TO THE 105 pet.A.S.D. DESIGN PRESSURE RATING, MINIMUM.DETERMINED SPAN BETWEEN 'L+'AND MITE. 35 1,V-10' 14'-10E 15'-2- t 76'-0' 35 14'-10' W-10 35 iW-2- 40 13'-10" 131-10" 14-2" 15'-2" 40 13•-10• T3'-10' 40 (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" I F3'-1" 13'-4' 14'-3' 45 t3'-1' 13'-1" 45 13'-4' 14'-3" HV CORNER CENTERLIATE R3 L.AY BE USED AT ALL COMBINATIONS LN BETWEEN WALL MOUNTINGS 50 12-5" T2'-5' 12'-6" 13•-7' 50 12'-5- 12'-5' S0 12'-3' IV-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICARONS YJ/FLCOR/CEIUT<G MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDRION 02 $5 il'-t0' TV-10' 12'-1" T2'-f i' 55 it'-IO' I1'-,0' S5 ll'-1' 11'-ti• FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 11•-4' 1P-4- 1V-7- 112'-4- 60 ll-4' 11•-4• 60 10'-2• 10•-11' NOTE BLS,SHEET 5_ RATING: DETERMINE: 65 10-t0' 10'-10' 11'-1" 17-11 65 10'-10" ta'-10' 65 9' S' 10'-1' L1+= MAX. SPAN FOR t4ALL.MOUNTING INSTALLATIONS. 70 b0`-6" 10-6' D'-9" Tt-5' 70 t0'-b' 10'-6' 70 8'-9` -9-4' L2+= MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 TO(-'" f0'-1" 10'-4" f tt'-1' 75 t0'-1' 70'-1' 75 B-9" tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, 80 g'.-TO" 9'-t0' t0'-0" ( 10'-9' 80 W-10' 9'-10' SPAN'L+"OR 'L-'AND MAXIMUM A.S.D.DESING FOR A GIVEN NEGATE A.S.D. DESIGN PRESSURE PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 85 9`-6" 9'-6' 9'-9` TO'-5' 85 9'-6" 9'-6" RATING: OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE- 90 9'-3' i 9'-3" 9'-5' 'IO'-1' 90 9-3' 9'-3" 1- CONNECTIONS TO KEYSTONE MOUNTING LIT= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8•-g- 9-2' 9'-t0' 95 9'-0M W-9- LIMITED TO +64,-72 D.S.f. AND 8'-0' SPAN, SEE L2-= MAX, SPAN FOR FLOOR/CEIUNG MOUNTING IOD 81-9' 8-4' 9'-0' W-7' IGO 6'-9' W-4_ MOUNTING M)ON SHEET 7. INSTALLATIONS, 105 8`-T 7'-1 I" 8'-9" 9'-4" 105 8'-7• 7-11• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 110 8'-4" 7'-7' 8'-7' ( 9'-2' 110 W-4- 7'-7' 115 B'-2" I 7'--3" W-4' g W-11' 115 a•-2- 7-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "Ll+". 'LZ+". 'L1-•AND 'u-.. 120 8"-0" 6'-11" 8'-2- W-9- 120 W-0' C-11" (4) GO TO ANCHOR,SCHEDULE WITH FINAL MAXIMUM 125 T-10" 6'-8' 8"-0" 8'-5- 125 7'-10' flV-5 ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 T-8" fi'-5' T-10" 8'-1' 130 7•-6• WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-T 5-2M T-9' 7-9" 135 7-7 MINIMUM SPACING. 140 7'-5• 5'-ii' 7'-7' 7'-6' 140 7•-s• ASTM E-1996SEPARATION 7'-3" 5-9 7-5 7'-3 145 7'-3' TO GLASS 150 7-2" - 5'-7" 7-4" 7'-0- 150 7'-2"t55 T 0' 5'-5- T-Z' 6'-9' 155 7-0 1 THRU 3 " 160 6'-11' 5'-2- T-i 6•-7•' 160 W-11' 165 C-1G' S'-i' T-0" 6'-4' 165 C-10" 5'-1' 170 6'-9" 4'-TT' 6'-I1' W-2' 170 6'-9' 4'-11" 175 6'-7' I 4•-9' e'-9" 6'-0' 175 6'-7' 4'-9' ISO a-6" 4'-8" 6•-6- -10- 180 6'-6' 4'-8' O H V BLADE 185 6•-5" 4'-6' "E'_7' 51_8' 185 6•-5' 4'-6' 19O V'-r 4'-S190 V-4' 4'-5" 195 6'-3" 4-3" 195 W-3'200 6•-2" a'-2" 2002os 6'-t' 4'-1" 205 6'-1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone + \1. ..•••. 02017 TILTECO,INC, 02017 FERN METAL SUPPLY, INC. \� ,, � '� BERTHA HVTM A■S■S■A■ Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE American Shutter S stems TILLIT TESTING & ENGINEERING COMPANY Inc. REV.N. DESCRIPTION DATE DATE: Sr:MSC/. L.G. LtY CC + Association, 1 OLD 15-oas 7/27/1 DATE: 07/27/v '• �, ;'4(/,1`L 6LS N.�t.S4ln.St.,St.,30.5,Yt«;W\•IA GARDENS,rLD9mA 3316 4268 Westroads Drive 2 Phone:(305)871-1530,Fa: (305)871-1531 DRAWING No f` '•. ...... \ 111 e-nwD;fiasco®eoLaom West Polm Beach, FL 33407 3 1 7-1 07 s$�UPlAL��0 EB-CO36719 •'E ,I' W A AITER ILUT.".PX 4 MORIDA Lie.;44167 5 SHEET P.E. SEAL/S�SC TURE/DATE 6 11 OF 20 :. .. ti .ii_ •: 11 i 1 a 91119 Immolmmmtmi .°..DID�mi7 ..®mom • pQ7©® + tm110m IID • m®.. , �n® oonmmm aoo>vam�Ea�n1c >ammQnv rammlEn�anmaos�nar� m mmm>Fadnoommm�an»c�r�mmm>Es >aria�mm>Ea>o1o'�`•�ir�mIDmEa >nlra�nnnann�'oloi i 6lmE�1011M mIDmOl�Ili�i�6lmmIN OQ[�LL7103 "M Dim mID92E7�ODilOnO - OOQ�i IN MUM u�m0101 tammmnnucatoaammonnza�ia>tIDmEaon>vounn�nnoo mIDm1F,1>vO�QmID0E7aOI�i�®®»QOQ[�Q®1134M- 7aOa1mmE7lDD©ad•7/7OilOmLst ' �IDIaaQQ Qm®®mQppp[�m1�ID00iI0t�fa000l�Dlamg3II7EaQQ[i[�L1100.7OOA[l mml7 ME NON Ql)�IOIDFiQillID - 1311M .133 a i70ammID1E7O0i7000OOIDOm© mmmmml[WM OCiQmID9M 1vii[11Q®®m1010iplD�i 16lIDmE>t00aamIDm00>maiIOOn000® it•ID��O�m®1OF1I>>Oa�m®mEO� 0® © fln m0 OQE �aOagnOOQOn .. pp �� BHU ®�IDmimn170nn�IDID11�I70i11�0 � E! ommm0 = m®mEa = olon i7©Q ; ��s>.nmmmann�r�nn'� ®mc� � mm>Eaom©nmmIDlEa>oo:�ammm a�oa�mmmoaasammmm lvauann®mmoro m�mmol NEU HEM nnrNma ammo tolmID1MMES aalammo�i�nvan>onnnno® >D®m0O©Onm®mFill ammQr� mEd IMoma�aammmQmQaaonno®moo � atmm>Ea>n©af71®mm0>D�O�yypQpsppa6!m»1EiMWKM1 SEM KA oasanmmfL710I�CElaOo>On>�ln»O�m010DDO�mmmOnQ�l7lSm®mfluQQ m0im ®uaoaia� a�mOaanOn 0DO �i�ia�an©aooppppn nmo IDmIL717m000IDIDiIIE1Q!!oo ID®»F10nQOm®mmOaiia®mmislOmOOanilnnmOIDO min—! 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(Min.Fc=3 to) SPAN ANCHORS SPACING IFGENQ - 1/4"0 a 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POURS SCREW.BOLT&SPECIALTY COMPANY. (Min.f'c 3 16i) W) usa OISGI Il PFFSSURE RA7C1L �MEGVIYE E RAP&(PH) IiF9lmll 14fAII1E FRElSU.'+E&II:.G(WELL TAPCON OR - t/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC,(Min.Pc 2 ksM) 30 40 60 75 90 IZO 160 205 3a 40 fi0 75 90 520 I60 2O5 30 40 60 75 40 IZQ 160 205 TAPCON;Y;TH ADVANCED -t/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT.&SPECIALTY to 4 lD 9 e e s 5S 14 tz 10 9 @ B 6 6 t4 12 10 1 9 8 B 6 6 THREAOFORM TECHNOLOGY COMPANY'OR ANY OTHER APPROVED LICENSED OR AUrHORM VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0' 14 72 10 9 B 8 6 6 14 72 10 9 6 B 6 6 t4 12 10 9 8 B 6 6 (Iris,f'C 3 ksi) ALL.POINTS SOLID-SET OR IFSS 74 12 10 9 @ B 8 6 14 12 10 9 @ B 6 6 14 12 10 9 @ 8 6 5 BLUE TAP W/CAP NOTe'"S: 14 l2 f0 9 6 8 6 7 14 12 10 9 6 8 6 6 14 t2 t0 9 6 6 6 6 TA PER+ A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON CR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 B 7 55 a5 14 12 10 9 B e 6 6 14 12 IO 9 @ 8 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4,_W 14 I2 f0 9 0 8 6 6 14 12 10 9 B B 6 6 14 12 1D 9 B @ 5 55 14 12 t0 9 e e 6 4 14 12 m 9 e a 6 45 14 12 10 9 8 6 4 35 A2)MINIMUM EMBEDMENT OF 1/4"0 a 3/4"ALL POINTS SOUD-SEE ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO EMBEDMENT 14 t2 10 9 8 B 6 4.5 14 12 10 9 9 8 6 5.5 14 12 10 9 9 B 6 45 INTO STUCCO SHALL BE PERMITTED_7/4.0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO ♦SEE L .A:S(Y USE FG6 li 12 10 9 7,5155 3S - 14 12 10 9 8 e 6- 5 li 72 IO 9 E 7 6 4 Al c�w 15 EXIST,AND I'MINIMUM FOR WALLS VBTH NO STUCCO. 5'-0" 14 12 10 9 8 8 6 6 14 t2 IO 9 8 8 8 55 14 12 10 9 8 8 6 {5 14 12 10 9 B 7 4 - 14 12 10 9 B 6.5 5 35 14 12 10 6 6S 5 35 3 A.3)IR CASE THAT PRECAST STONE',PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, f4 t2 70 9 e 7S 4.5 - 14 12 10 9 B e 6 45 74 f2 16 9 B 6 46 375 ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 93 7.5 95 4.5 - - 14 12 70 8 B 75 5.5 4 14 t2 10 9 @ 5 45 35 NOTESINSTALL¶ON&uA02)FI�0 FO WITH M�INST AL PTO SEE SSE 17�OOIG OR EIfS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0 14 72 f0 9 8 8 6 - 14 12 t0 9 5 8 6 5 14 12 10 9 8 65 5 3.5 14 12 f0 9 75 5S 3 - 14 12 10 ITS 7 55 4 3 14 12 8 &S S5 4 3 (a) TO EXISTING CONCRETE BLOCK:((STM C-901 14 12 10 9 e 6 - - 14 12 10 1 9 e 65 5 75 14 12 10 &S 6 S 4 - - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LLW.BUILDEX. 14 t2 8 65 55 3 - - 14 12 10 9 6 65 45 3.5 14 12 ID 6 7 5 3.5 3 - 1/4'0 a 3/+'ALL POINTS SCUD-SET ANCHORS,/S DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 10 9 @ B - - 14 12 10 9 8 7 5 4 14 12 10 9 7.5 5.5 4 3 _1/4"0 BLUE TAP CONCRETE ANCHORS WJ/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,WC_ 14 12 10 8 65 4 - - 14 12 9 7S @ 45 3.5 14 aS 7 55 4.5 3.5 - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECTA!7Y 14 12 t0 BS 7 a - to 72 10 9 A 55 4 - r4 12 9 7 75 15 - - COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED Wl THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 5S 4.5 - - 14 121,0 9 7.5 55 4 - 14 12 9 7 6 <5 3 - 8'-0' /4 12 10 9 e 65 - - to 72 10 9 B 6 4 - 14 11 10 @ 65 5 3.3 _ NOTES. 14 12 85 7 SS 3 - - 14 12 @ C 55 a 3 - Z5 95 6 5 4 3 - B,1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON t{ I2 95 75 6 - 14 12 9.6 8 65 5 - - 14 12 e 1 6 BS 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 95 6.5 5 35 - - - 14 12 10 S 65 5 - - 14 12 8 &5 5 4 - - S'-0' t4 f2 10 9 e - - - 14 12 f0 9 75 4.5 - - 14 12 a5 7 55 < - - B.2)MINIMUM EMBEDMENT OF 1/4'0 4 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED IMO THE CONCRETE BLOCK.NO 14 I75 7.5 6 4 - to 11 7 SS 5 35 - - 71 8 55145 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMTRED. 11 0-20 S.S.MAMN-c SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 a 16.514.5 - - fa 12 85 7 55 4 - t4 10.5 7 155 6 4S - - EXIST,AND 1"MINIMUM FOR wALL5 WITH NO STUCCO. 115 85 55 4 - - - - 14 12 9 7 6 45 - - 14 It 7 5.5 45 35 - t4 t2 10 9 7.5 - - - 14 12 10 a 65 5 - - 14 12 e 6 5 a - - 6.3)9N CASE WHAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON ME DGG5TING WAIL OR FLOUR, 10'-0' f4 f 2 7 5 35 - - - 13 9S 65 5 4 3 - - 70 12 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRLLNURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 17 77 55 - - - - 14 /S 9 6 5 4 - - 10 95 5 5 4 4 - - NOTES ELL)&82)ABOVE FOR INSTALLATIONS ON VINYL SIDDIG OR EIFS M OR WITHOUT METAL STUDS CONSULT THIS ENGINEER ,0.5 e 5 - 1{ 12 B &5 55 a - - 13 10 65 5 4 3 - - FOR INSTALLATION RSTQ E7"S WITH METAL STUDS SEE SHEET 20: 14 12 10 - - - - - 14 /2 9 7 6 45 - - 1< QS 7 55 4.S 35 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 12S 95 5 12 9 6 45 4 3 - - e 7 45 35 3 - - - 14 10 7 - - - - 14 1" 7 5.5 45 - - - 115 B.5 55 45 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 85 7 45 - - - - - 14 215 7.5 6 S - - - 12 9 6 45 a - - - OCF DI�TANC VERSU< SPACING SCHEDULE FOR ANCHORS: 74 12 f0 - - I-- - - 14 t2 a &5 S5 - - - 13 10 &5 5 4 - - - E .E I75 12 B 55 a 35 - - - 8 e a - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FCR EDGE DSTANCES CWICATED BELOW.FOR E.D.LESS THAN THE INDCATED.REDUCE ANCHOR SPACING - - 13 95 5.5 5 4 - - - 05 6 5 t 4 - - - - BY MULTIFLYMG SPAWIG SHO.+N ON SCHEDULE at TIE FO°.10;71NG FACTORS. 9 6.5 t4 105 7 SS 4.5 - - - 11 tLS 55 45 3.5 - - - REDUCED SPACING OBTAINED USNG FACTOR SHALL NOT RE LESS THAN MINIMUM S?ACING INDICATED FOR EACH Al TYPE. 14 12 - - - - - - 14 t5 7.5 6 5 - - - 12 9 6 4S 4 - FACTOR t3'-0'10S B - _ _ _ _ _ 10 7.5 5 4 3 _ _ _ 7.5 5.5 a_ 3 _ _ _ _ ACTUAL EDGE TAPCON TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W CAP TAPPER + 125 6S - - - - - - ,2 9 6 {5 4 - - - 95 7 S 4 - - - - 1 NV BLADE OR DICTANC£ THREADFORM TECHNOLOGY MIN.SPACING 1- - - - 73 95 BS 5 - - - - 0.5 75 5 4 - - - - E0. MIN,SPACING-3" ITN.SPACING-3' MNL SPACING-3 1/2' MIN,SPACING m 3' 3 3/4" 4' 1+•-0' 14 t2 - - - - - - 14 105 7 5.5 - - - 11 BS 55 45 _ - - - POURED CONCRETE& POURED CONCRETE& POURED CONCRETE& l0 75 - - - - - - 9 7 45 3s - 7 5 35 3 1 V LADE CONCRETE BLACK PTAEED coFxx;Er m110YE7E L1lDO4 CONCRETE CO RETE concRL�E BLOCK Pot6® tE WItDffTE Hwf n5 B - - 11 B s5 {5 - - - - 9 65 45 - - - - - WINDOW fIl ED=3• AQL ED.•7 1/C 14TL Ea•21/t wa E0.3 7 MR.E&•3" L Ell I/2.101.ED.•2 Il 7.5 - - - - - - - 12 9 6 - - - - - 95 7 J41 - BLADE WORKING 3' 1.0 a9G 1.0 038 1.0 0.84 1.0 L15-0" 14 - - - - 135 10 65 - _ _ _ 0.5 8 2 1/2' - O.Bi 1.0 - - 0.67 1.0 g - - - - - - - &5 65 4 - 65 S IN UNISON - fo - - toy e s - - - - as6 - - - - 2' - O.7t - - - 0.517 - - - - - - tt5 as 5S - - - - 9 65 - - - - 1 3/4' - 091 - - - 0.43 - t4 - - - - - - - t25 9s 6 - _ _ - 10 75 - - - - i 1/2 0.35 - - - - 0.35 8 _ _ _ _ _ _ _ g g a - - 6 45 g,5 _ - 95 7 s _ _ _ _ _ e 6 - - - - FLORIDA BUILDING CODE(Hon Nigh Velocity Hurricane Zone - - - _ «�2Q,7,RTECO.INC. ®2017 EASTERN METAL SUPPLY,INC. �a411� ......cF..... BERTHA HVTM s S A Accordion Shutter System ■ ■ ■ H.V■ . a"#1 W/OR W/0 H.V.WI DI BLADE American Shutter Systems - l� '} L TILLIi TESTING & ENGINEERING COMPANY Y EV.No DESCRIPTION DATE ORAYN BY. I-c. � A i 635E µIN.36A.St,Sl.335.Vi DWA WAOD%FLCMDA 3316 Association, Inc. , OLD 15-065 T/27/LI DATE: 07/27/17 O �OP Phase:(303)871-1530.I-:(305)87l-1531 4268 Westroads Drive z DRAYJTNG No el ION `tL�11'° 4 T4EBt10006719 s4m West Palm Beach, FL 33407 3 '7-107 =ems/D•...••-`r1�\1,F1 IYALTER A.TILUf Jr.P.E 4 P.E. S ,,FAYY. �yyVRE/DATE FLORIDAU.y 44167 SHEET 6 13--OF 20 i 64AXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A G(VEN MAX. SHUTTER SPAN A DESIGN NEGATM PRESSURE RATING AND A CORRESPONDING MOL NCQETE BLOCK INSTALLATIONS (SK MOLNMIGS L J.K e L ON 514EET 7) POURED CONCRETE POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEND 1IA)ONOM 1•WALK OVER h t TREAICR ( RAINGUARD MOUNTING R)VlALL/FLOOR h10UNDNG ©NALL/VIALK OVER MOUNTING 67011T4LiN _ _ TAPCON OR ( 1 ASD L'ELDV hjr=PM5 jr_-FA=(,a Asa.Or5131 nE=E M=--RAat:G W AAA CLIM RLG1rI FF=V-W-',G(PJ ASa OESRr 17EaA111E F(iE Rn-.RAGS(D11 TAPCON WITH ADVANCED 30�40 60 75 90 120 160 205 30 40 60 75 9Q 120 760 205 3D 40 60 75 90 120 160 205 JO 4D 6Q 75 40 120 toQ 205 THREADFORd TECHNOLOGY 14 12 10 s 8 8 6 6 72 12 t2 12 12 11.5 8.5 a5 7 7 7 7 7 7 7 55 5 s 5 5 S 5 5 5 ALL POINTS SOLID-SET 3'-0" 14 /2 l0 9 8 e 6 6 72 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 S S S S R LESS 14 12 10 9 8 8 6 6 12 12 I2 12 DS 8 6 4S 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 S 5 BLUE TAP 14 12 70 9 e e 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 s 5 5 5 TAPPER+ 14 T2 10 B 9 B 6 6 11,2 12 12 12 1S 85 a5 5 7 7 7 7 7 7 55 1 4 5 5 5 5 5 5 5 4 14 T2 TO 9 8 B 6 12 12 12 12 95 7 55 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 11 12 t0 9 8 a 6 12 12 95 8 b 45 33 7 7 7 7 7 7 65 5 S 5 5 5 5 5 5 5 12 10 9 6 e 6 72 12 12 IO 75 55 4 7 7 7 7 7 7 7 55 5 5 5 9 5 5 5 5 14 12 iD 9 8 8 6 72 12 it 9 7 5 4 7 7 T 7 7 5.5 4 3 5 5 5 5 S 5 4 3 T4 72 70 9 6 8 6 12 12 12 10 75 55 4 7 7 7 7 7 7 7 7 5 5 5 5 5 S S 5 14 129H 6 6 112 9.5 T3 a a.5 35 - 7 7 7 7 7 7 5 115 5 5 5 5 5 S 5 4 14 12 TO 9 8 8 6 I2 t2 95 6 6 4.5 - 7 7 7 7 7 7 55 4 5 5 S 5 5 5 5 , * SEE ATICHOF214 12 10 9 8 8 6 72 IL.5 9 75 5.5 4 3 7 7 7 7 7 45 3S - 5 5 5 5 5 45 3.5 - SPECIFICATIONS 6'-0" I 12 iD9 8 8 6 12 72 10 8 6 45 JS 7 7 7 7 7 7 ) 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 iD 9 e 8 612 e 6 5 4 3 7 7 7 7 7 55 4 - 5 S 5 S 5 5 4 3 14 12 TO 9 B 8 6 fi 12 70 8 a5 5 75 - 7 7 7 l 7 fi 4S - 5 5 5 S 5 5 a.S T4 12 70 9 9 8 6 6 12 72 10 B 65 5 35 - 7 7 7 65 55 4 - - 5 5 5 5 5 4 3 - 7,-O" t4 12 10 9 e e 6 6 12!12 12 85 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 l4 72 1D 9 8 8 6 6 12 I10 65 5 4S 3 - - 7 7 7 7 6.515 3 - -I- 3 5 5 5 5 1s 1z to 9 a e 6 6 1z 12 0.5 7 55 4 - 7 7 7 7 T s - - 5 5 5 5 15 5 a - 0 VALID ONLY FOR U? TO +70, -75 ti 72 TO 4 8 a 6 - 12 12 8S 7 55 4 ] - 7 7 7 55 4.5 J - - 5 5 5 s as 37 - - PSF A.S.D DESIGN PRESSURE R, 0" 14 12 to 9 8 8 6 - 12 12 105 75 6 45 3.5 - 7 7 7 7 7 7 7 a s 5 9 5 5 S 9 s RATING & FOR SPANS PER t4 t2 70 9 e e 6 - 12 9 6 45 4 J - - 7 7 7 7 5.5 4 - - 5 9 5 5 5 a 3 - SCHEDULE #3, SHEET 11 /4 t2 70 B e 6 fi - 12 11 75 6 5 .75 - 7 T 7 75 6 4.5 - - 5 5 S 5 5 4.5 - 14 12 TO 9 8 B - - 72 713 s 6 5 75 - - 7 7 6s 5 4 - - - 5 5 5 5 4 3 1-^ t4 12 10 9 B 6 - - 12 f2 95 65 55 { J - 7 7 7 7 7 7 6 3 S S 5 3 S 5 S 5 14 12 10 9 8 e •0.5 6 5 4 3.5 - - - 7 7 7 6 5 35 - - 5 5 5 5 5 4 3 - t4 12 to 9 8 8 - l2 10 a5 5 45 - 7 7 7 65 5.5 - - 5 5 5 5 5 t14 - 14 12 t0 9 e B - - 12 05 7 55 45 35 - - 7 7 55 a.5 33 - - - S 5 5 4.5 3.510'-0"14 12 10 9 8 8 - ^ 12 11 85 6 5 15 - - 7 7 7 7 7 7 IS - 5 5 5 5 5 a.5 T4 12 10 9 e e 95 7 4.5 35 J 7 F 7 7 35 a3 - - - 5 5 S 5 43 112 10 9 H 8 t2 96 5 4 - 7 7 7 6 5 - - - 5 5 5 45 5 12 10 9 8 8 - 11 9.5 6 5 4 3 7 7 5 44 3 - - 1- 5 5 5 4 3.514 12 110 9 a a - - 12 10 7 5545 15 - 7 7 7 7 7 7 &5 - 5 5 55 5 4 8 . 3.5 3 - - 77 . • - - 5 5 S 5 4 HV BLADE ONLY14 /2 10 9 8 e - - it Ie 5.5 / - - - - 7 7 7 55 4.5 - - - 5 S 5 ] 45 - I4 IZ 70 9 8 - - - 151as 55 45 33 - - - 7 7 45 3.5 - - - 5 5 45 15 3 12,-0" S 12 10 9 8 - - - 12 9.56.5 5 4 3 - - 7 7 7 7 7 6 J - 5 5 5 5 5 35 14 12 10 9 8 B fi 4 ] - T 7 5-5 45 35 - - - 5 5 5 45 s ] - - t4 12 10 9 8 - TU 75 5 a - - 7 7 6 5 - - - 5 5 5 6 4 - - - f4 IZ iD 9 8 5 4 3.5 - - - 7 65 45 35 - - - 5 5 4.5 35 3 - - 13'-0"14 12 10 e 8 - - - •75 B.5 B 45 35 3 - - 7 7 7 7 7 4.5 - - S 5 5 5 5 5 4.5 35 14 72 10 9 8 7 15.5 3.5 3 7 7 5 4 3 - - - 5 5 5 4 3 - - t4 t2 t0 9 8 - - - 9 7 4.9 .75 - - - 7 7 5.5 4S - - - - 5 5 5 45 4 - - - 14 S2M. - 0 7.5 5 4 3 7 6 4 .1 - - - - 5 5 4 314'-0 14 12 - - OS a 55 4 35 - - - 7 7 7 7 7 4 - - 5 S S 5 5 5 , 3 14 12 - 6.5 5 3 - 7 7 5 3.5 - - - - 5 5 5 4 - - - - 14 12 - - BS 65 4 - - - 775 - - -14 12 10 - 9 7 4.5 35 3 - - - 7 5.5 33 - - - - - - 15-0 14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 15 - - 5 5 5 5 5 5 A 3 14 12 10 6 45 3 7 7 45 3 - - - - 5 5 45 3.5 - - 74 t2 10 _ _ _ _ _ 8 16 4 _ 5 - _ _ _ _ 5 5 5 4 - - - 14 t2 10 - - 8.5 6.5 4 3.5 - 7 5.5 35 - - - - 5 5 15 - - - 16'-0"14 12 10 - - - - - 9.5 7 4.5 35 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 3.5 T4 72 10 - - - - - 6 4.5 J - - - - - 7 65 4 - - - - S 5 4 15 - - I, 12 10 - - - - - 75 53 .75 - - - - - 7.67AC sr - - - 5 5 ,.5 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' C2017 TILTECO,INC. *2017 EASTERNMETAL SUPPLY, INC. ��c�TvS % �y a BERTHA HVTM Accordion Shutter System A.S.S.A■ H,V, MADE#1 W/OR W/0 FLU. 1MN70W HADE TILUT TESTING & ENGINEERING COMPANY Americon Shutter Systems ICV.Nc DESCRlvnoO DATE ORA N 6r L.C. ., 6355 Mw.3fith.St.Ste.SQ5.tic A wgn-r 9.1TArOA 3316 Association, Inc. 1 OLD 75-085 7/27/1 Dare 07/27/17 r a° Phone:(JD5)871-15]0.Fox:(305)371-1531 4268 Westraads Drive 2 DRAPING No C p C.�'\�(r 1� - t7leroCao•.eom West Palm Beach, FL 33407 3 sV'ONl1 •4 `\14111 v- 1:EH-OMS71D , 17-107 WALTER A.PLUT Jr.RE FLORIDA MC.$44167 5 SHEET P.E. Sf`AY/SfGNATURE/DATE 6 14 OF 20 MAXIMUM A S O DESIGN PRESSURE RATING (o s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in,) SCHEDULE FOR A 92EN MAX. SHL1• ER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNIlNG TYPE, (S:E MOUNTINGS ON SH EIS 16&17). U FEB T FR AT I- OUPi RN 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. CDX 2 W/LAIN.G=0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=O.50 W/MIN. G=0.43 Y!/ MEN. G=0,36 PLYWOOD Ma G 0.FI VI/ W/ MIN. G=0.43 Vi MIN, G=0.36 uaxastu spas V.) WAIL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T . FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. wau.MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS M. N, 0 & R W & X M. N. W & X M, N, O & R W & X P & Q S&v S&v S&v r�7luDnsT�1Fl&ar.C� ,R�sEt7^e(ri sac�R-,e�zl�D�(� ^ rtsa+csr�t�seess(F�) .asavlmIasc�..:e_xec� �.c�nuacs�zseeG45S .r�rrrs�sea�E�saf�l_1tm+�vasxEav!�SntecieDsll�Etr�4ai+saD�cNwcier�FtDac(�S 30 40 60 75 90 O5 3Q 40 60 75 90 05 30 40 60 75 90 O5 30 40 60 75 9Q 05 30 40 P 60 75 90 .OS 3a 4O 60 75 90 05 30 40 60 75 90 OS 30 40 60175 1 90 b 05 30140 60 7S 90 051,30 40160 75 90 105 '-0"OR CE55 12 10 ID 9 8 8 6 6 6 6 6 6 72lIO 1011019 8 8 6 6 6 6 6 6 12 10 t0 9 8 8 8 6 6 6 6 6 6 5 4 4 < 3 12 12 12 72 52 12 12 12 12 12 12 12 12 12 12 11 12 12 4•_0' t2 to 10 9 8 8 6 6 6 6 6 fi 12 9 8 8 6 6 6 6 6 6 12. 10 10 3 8 '8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 t2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 _ 12 10 t0 9 8 6 6 6 6 6 6 5.5 129 6 8 6 6 6 6 6 5 t2 10 10 9 8 7 6 6 6 6 5 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 112 12 12 12 12 12 0.5 8'_O' 12 10 TO 9 B 6.516 6 61615.514.5112 9 B 5 6 6 6 .5 5 4.5 12 10 10 9 6 35 6 6 6 6 5 4S 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 t2 12 112112 12 12 12 10 8.5 p_O' 72 70 10 9 6S 4 6 6 6 S 4.5 4 129 5 3 6 5 6 5 !+ 3.5 t2 10 10 7 3,5 - 6 6 6 5 4 3.5 6 5 4 b - - t2 12 12 12 72 12 12 12 12 12 12 10. t2 12 120. .57.5 8'-0' 12 10 10 7.5 4S 3 6 6 6 5 4 .5 126 3.51- 6 6 5 ,5 13.5 3 12 t0 10 4 - - 6 6 5 '.5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 t2 70 70 5 3S - 6 6 5.5 .5 3.5 3 124 - - 6 6 4.5 4 3 3 12 t0 4 3 - - 8 6 4,5 4 3 3 6 5 3,5- - - 72 12 t2 t2 12 0. 12 12 12 i 5 9.5 8.5 12 12 t0 8 65 5.5 12 10 7.5 4 - - 6 6 5 4 3 - t23 - - 6 6 4 .5 3 - 12 t0 3 - - - 6 6 4 .5 3 - 6 5 - - - - 12 12 12 12 T.59.512 T2 12 Q. 8575 T2 12 9 7 6 5 12 10 5.5- - - 6 6 4.5- - /2 - - - 6 5.5 3.5- {- - IZ 10 - - - - 6 S.5 4 - - - 6 5 - - - - 72. l2 12 12 tO 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4,5 12'_O' 72 f0 4.5 - - 6 6 i - - 42 10 3.5- - - 6 5 3.5- - - 12 10 - - - - 6 5 15- - 6 5 - - - - I2 12 12 11.59.5 8 12 12 11 8.5 7 6 12 1.57.5 6 5 4 13'-0" 12 to - 6 6 - 12 TO - - - - 6 4.5 - - - - 12 7.5 - - - 5 A.5 - - - - 6 4.5 - - - 12 12 12 10. &5 5 12 12 10 8 6S 5.5 I2 0,5 7 5.5 4.5 4 14'-0' t2 10 - - 6 "S - - - - 12 7 - - - .5 4.5 - - - - 12 7 - - - - ".5 4.5 - - - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 FT- - 6 - -I- - - 12 - - - - - S - - - - t2 - - - - - 5 - 12 - - 6 - - - 12 - - - - !- 5 1115- n HV BLADE OR LI) HV BLADE W/ IAA HV WINDOW BLADE WORKING IN UNISON* •SEE 111NTATID�'I OF USE FCR BVG��Ci SMEFt 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. t.ANCHORS TO WALL FLOOR OR SCUD%%=SOFFIT SHALL BE AS FOLLOWS 3,SUBSTRATE SNAIL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) - 1/4.0 TAPCON ANCHORS.AS MANUFACTURED BY LT.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUCIAS FIR W/C-0.50(N.D.S.) EACH SECRaN ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.O.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(ND.S.) -LrV. 1/2"COX PLYWOOD(1986 APA) 2.ANCHORS.10 HOLLOW CERLRG SKULL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL=MST OF TAG SCREWS AS PER NOS 2015 SPEancATtONS. 4,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,,, - /% C2017 TILTECO,INC ©2017 EASTERN METAL SUPPLY, INC. s ' .iC >Ts.;;T BERTHA HVTM IL EC O �N�. A■S■S■A■ Accordion Shutter System H,V. MADE#1 W/OR W/O N.V.WINDOW BLADE ' * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DAZE ORAiiN BY: LC. 2 % 1 Association, Inc. I OLD 15-085 7/27/1 CATS: 07/27/17 S355 N.W.36A.51.,Ste.305,V3'F,.L�'lA CA9DRS.F70R.CA 3316 4268 Westraods Drive I Pr=e:(305)871-1530.Fox:(305)871-1537 DRAWING No C�1L�'•:p!�A1 e �7tt e-mateaeecoo�otcom West Palm Beach, FL 33407 3 T F -V/O�Yf1i L�\ 1L1` WALTER A.-0006719r,P.E. 4 1 7�!Q7 FLORIOA Lie,f 44167 5 SHEET P.E. SEACfStENA'iURE/DATE 6 15__OF 20 - i INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & 9 HV* BLADES AS APPLICABLE MAX. SHUTTER PA L+ OR L— FOR INSTALLATIONS INTO WOOD 'WITH HV BLADE M ONLY SHALL TALL E1WSH BE LIMITED TO 105.0 120. A.S.D. DESIGN PRESSURE RATING SEE SHEEJ 19 FOR MAX SPAN & 1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON ! "• ��j !I TAPCCt3 YZ ADVANCED t __. THP,EI+,DFDF2`t TECHNOLOGY ;' \I I � 1/4'a TAPCON OR Y7/1 1/2'Wn.PENETRATION '�'`.,mot„"'` I r.TAPCON 1YTH ADVANCED THREAOFOR&I TECHNOLOGY I t rOF THREADED AREA TO ,r-' - f I 111 1 1/2�Min.PENETRATION OF THREADED AREA TO EXISTCJG / ` ; S ; i w7a sEPAnanav 1 t 1 OR EXIST v.OpD HEADER C_.�. I \vooD HEA.EfL(sEe SCHEDULE ON SHEET lsy ro (11 \ / '•, I SEE SCFEDULE ON SHEET 5 1 1 4'0- ( 1 D - I j / zox3/4 S.S.r.ACH1erE r saEDULE ON SHEET `` Cis SCREWS 1W/ 1/4"-20 NUTS �'—11 FOR BLADE(DAn% c `.../ ON SHEET® 1Z'O.C. E :T 19 FOR ! 1. EXISTING 6 SAM(D CS311Tt1111 / —fO—IrE}� GLASS--{! 1 A.RICl! —I�t �1 FlrJISH f I 11 71 �t lil .II— OPnoNAL. o, II ' l p,3 L \ I LJ blJ 1 1 E785n,JG DAIN, ! I, FINISH qi I HE 2'x4"REQUIRED -"'EXISTING OD' 1.. 1 ;• 1 4 a TAPCON OR TAPCOI4 WITH ADVANCED T Ft—u+OER WOOD T DR L'�Y ) Yx4"ROOD 1 1 1 HEADER REQUIRED { 1 \, \I I `\ 1 "'I -THREADFORM TECHNOLOGY W 1 1 2" EXISTING 1 nu^,.sEPiPAnGtJ i I 1 I 1 —l'J \ ' 11 -� Win.PENETRATION OF THREADED AREA TO GLASS-•--i m aa�S(SEE , { !( 'i! 1 V i E7tISTING R000 HEADER. (^__SCF1uARE CN F I ! E%F5IlNC ---- FEE SCHEDULE SEPARATION TO SHEET 1 II I I E SEE SCHEDULE ON SHEET 15 11 FCft EIADE'rL'AW (SEE SCHEDULE ON SHEET 11) ! II , ( ) Or9:JS. O&FAQ GC655—v I ' L._. `I .:I.1�.1..'��' ' ... -9 ~`-2 x4'CCt7T. SILL O -0 1 PLATE REO'D. ON HV WALL HEADER INSTALLATION OOHV WALL SILL INSTALLATION M HV WALL HEADER INSTALLATION EXISTING ' I! MIN.SEPARATION TO GLASS !I 1 MIN.SEPARATION TO GLASS GLASS— p ^� EXISTING �--(SEE SCHEDULE.ON SHEET It T 1 (SEE SCHEDULE ON SHEEP 1i) W:AL SEPARATIONI TO CASs :I ;I \'J C,lp�./ F 1 EXGLASN 2"x4'CONE 7(SEE SCHEDULE ON SHEET 11) I: z et �R )' 1 ROOD PLATE !, — F I A 1/4"0-20x3/4"S.S. J` 1 REO'D. _`�._ 1/4"0-20x3/t SS_ USING 1 SCREI'JS ,II II MACKNE SCRE7JS rJ/ ,Y tl USING tJ4'-ZO XUTS ^` I1/4--20 NUTS 0 1z. ! '-� t © Lz'o.C. IL11_JI FINIS~ ! ; l i o C• I I I /� 'Il,�'7f /`/!�• '•I rZ"J OR 18 I ! vCR® 1 2i 3 15 2"x4-COUT Il 4 I I ! 1 I�� WOOD PtATE E- It 1 I I! 0 1 - r• RE0'D.. ? i II EC 1"lAin. ci I (I 1"Min. i 1� I I'I i 17`tt. h1, 1F )' 1/4"0 TAPCON OR TAPCON VATH ADVANCED IIJ1 THREAOFORM TECHNOLOGY W/1 1/2" 'S 2'xa'CONT. I I I FA;.. PENETRATION OF THREADED AREA TO TAPCON OR TAPCON KITH ADVANCED 1 w �1 �"I\ 1- I -SILL PLATE I1 EXISTING 1`t00D HEADER. _ _ :._I;L'J.__ 1 1/4 o TAPCON OR Nam: I IREO'D. II! THREAOFORM TECHNOLOGY W/ 1/Y f ! 1� \ (SEE SCHF.DL'LE ON SHEET 15) 11 ` TAPCON VT1TH ADVANCED t-SEE SHEET 4 FOR TYPICA! _ I� Y.7n.PEYETRAT70N CF THREADED AREA It7T0 PLri^.DOD ` \ THREADF_ORM TECHNOLOGY SHUTTER ASSEftB-Y. 1 1 __�`�.L1/2 I� WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2"x4" PLWIOCD REO'D �•\ N/ 1/2 WrL PENETRATION OF 2-MOUNTING SECTIONS CAN BE W.N.COX PLYWOOD REO'D. STUDS® 16'O.C.FAAI(.; WAU Fl::1SH—a THREADED AREA INTO PLYWOOD COMBINED IN ANY RAY TO REO'D_PLYt.'OOD TO BE (SEE SCHEDULE ON SHEET 15) SM Arrr INSTALLATION. (A)HV WALL SILL INSTALLATION 'EXISRJG WIL 2"x4"STUDS® 16'O--C.LbUL REO'D_ ATTACHED TO STUDS IN PM'JOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WTH RfTT4 SECS1aH 23G8 OF THE F.6.0 SECIION 230E or THE ®HV WALL SILL INSTALLATION ♦SEE UW,([A1131 OF LJ or �HV WALL SILL INSTALLATfON F.ec 6UDE nA SHEET,V9 ,..,,. . FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, FF FL Atik A. t �'�� ©2017 EASTERN METAL SUPPLY, INC. 1 V2017 TILTECO,INC. "c' BERTHA HV,,, v - NA S S Accordion Shutter System L E C®7,m.+. ■ ■ H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE TILLIT TESTING do ENGINEERING COMPANY AR16rIC011 SL1♦UffeT SYSIBfl15 Ev.N. D7scw7moN DATE DRAWN 6Y: L.C. �. , ! 6355 N.W.16th.St..Ste,3'JS MRV'tk GARDENS,FLORGV..3318 Association, Inc. 1 01 D 15-085 7/27/1 DATE: 07/27/17 ` .�•' :" PAOne:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No e—mo3: 00067ecLeam West Palm Beach, E1 33407 3 y ;F51 ." 75ID P.:••`� 11 E9-0006719 4 1/—1 07 '�V 0 U`0 F1\ V4ALTER A TILLIT Jr.P.E. VL Et j FLORIDA uc.@ 44167 6 SHE 6 OF 20 P.E' ( E" DATE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(f) ONLY SHALLBE LIMITED TO 105.0 sf A.S.D. DESIGNPRESSURE: RATING SEE SHEET 1 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE_ 1 & A WORKING IN UNISON 1/4"a TAFCON OR 1- r .--E EG -2'Mw.—• r--- i 4%87 Cncn-)EXISTING ;7--t i/ '"•• S ?, 1 TAPCON WITH ADVANCED WOOD SEAM REQUIRED. '1 >r, _—'' I I -- _� EDGE ((F APPLICABLE) '.�_ •;I THREADFOP.M TECHNOLOGY l�i� t? - I Y! 1 7 2-tAn-PENEIRknON STRUCTURALNO ADEQUACY 7 / 1-----•� - __• ! / 1/4-a-ZOx3/4'SS, OF EXISTING W'000 BEAR r j J ;f ` ) OF THREADED AREA TO 1- PH7LLIP5 TRUSS HEAD TO DE CER7I, BY '!•,' ! I - —✓---E-- / EXISTING•,000 HEAD ___ _,.__ _ EXISTING Yl000 t-tt;n,�t MACKNE SCREWS REGISTERED ENGINEER OR % 1 �' (SEE SCHEDULE ON SHEET 15} 119 f 5'!/t/4'-20 NUTS ARCHITECT PRIOR TO EQ--t---EO .��.-._—�• _-.— TRUSSES OR \ \ I I pJ-.c I f �I —1/2' - �� tf2".. RAFTER l0 24' 19 I E I ® 12 O.C. SHU TER INSTALLATION. — O.C.REQUIRED 1/Ga TAN OR CO ' /i�• 1. .—__ I ��Y _ __ I • ° ?,--i 1 OR 1 TAPCON t7ITH ADVANCED _/ EXISTING SOFFIT •257" THREADFORM TECHNOLOGYr• %; 3/4'L+oa.iHK. „� 7/2'M:n.PENETRATION 14x3 4' �- E� (� 1fi0'xl/8"ALLfR.ALUM.TUBE OF THREADED AREA TO EOyEO'II/ s.Ms.! r i ( ! 07�vJ! OPTIONAL EXiST7t1G Y/000 HEADER. (, ®6'O.C. I _ (3)5/16.0 LAG SCREWS TO I ',__,;�.•.�+-?�;! (SEE SCHEDULE ON SHEET 15) or 13 or 15 ; f j 1 or 13 or 15 EOCA RAFTER CR TRUSS. LOCATE LAC SCREWS AT I -..'%✓ MIDWIDTH OF EXISTING WOOD I `E%4TINC MIN 2'x4' 1 I ! � �� MEMBER(2'Min.NOMINAL 1 OP£1J HOLE AT EACN E%ISTING--- HEADER REO'D ! WIDTH)W/2'R7in, GLASS I lMut.SEPARATION i0 GLASS AUD TO ACCEPT I PENETRATION OF THREADED (SEE SCHEDULE ON SHEET 11) EXISTING S 1 5l76'T LAG SCREW AREA.MALIS FOR GLASS—� �I ' AT CENTER OF TUBE, I ( ATIONS WITH LOAD TAN,SEPAArAi 1 1 • EXISTING ' I (p1+Jj11 i. MAX.W- AS.X.DESIGN LOAD AND Q HV WALL HEADER INSTALLATION ,( �0 STEP 4x' I 9'-D"MAX. SPAN.THIS GLASS to Glns(SEE IN5TAL;ATIOt1 IS ONLY VALID I FOR FAAEE M90 ♦ 1`-a+anF as sR-=F 1 I FOR WOOD t'l/&DtL SPECIFIC Olt SSEDI t9 FOR l0 OR 1® tt FOR BtilE FCR CH S�MI GRAVITY Or 0.50 AS DOUGLAS 1 �C'b£A1 1 I @� ♦ FIR OP.SOUTHERN PINE No.4 1 , 1-SEE SHEET 4 FOR TYPICAL SHUNER ASSEMBLY � --� OR� OR EQUAL. 2-r40VNONG SECTIONS CAN BE CDVE9.uED T)HV CEILING INSTALLATION RJ A7m WAY TO 5Lm AFr INSTALLATION. U 1HV CEILING INSTALLATIO sv� ----0 OR®♦ ( dl �t SQ�FDLEE lY+sticZi I SEPARATION I T (SrEE1SCYPEo LU SEPARATION i 1) yy EXISTING !1tN�1s OR I � —I TO GIISS' I 1 T II' } GLASS\ g�.u„ t(SEE SCHEDULE E%lC I ON SHEET 11) TERRA E I I I I I AANNCHORTE- all I I I I \ 1 WALL_ _ I LOCATION \\ EXISTING ( ' �NISH/ I I !<3 6 7 yfi mN cuss-12.6" LJ` 1 ' :1ASHSR HEX DECK M.N.WOOD E?ax- 3/8 rJw. �_•.WISHER HEAD TEK ( DECK REQUIRED S 2"z6'.L'1N.WOO 0.O (NO FINISH 13 OR REQUIRED (NOALLOWED) i - =_.__ _-- fiscRE1•Js 72' FINISH ALLaww - - -EDGE r. I 1 72'- 1' i OF -. - ._ _ t— ---I 19 I} EDGE OF DECK J-- - D ! '--- OF DECK o t-�' �j! r IF'APPLICABLE .- _ ET1=J APPLICABLE -t— IF APPLICABLE 1/4'0-20x3/4'S.S. ED 1/4'0 TAPCON OR Min• PHILLIPS TRUSS HEAD _"' , —)•Y '1 �1 �P •111 \ TAPCON WITH ADVANCED MACHINE SCREWS ••—^•---^---�J-- - 1!4'0 TAPCC,"!OR TAPCON vIRH ADVANCED �J~ C01T1. f > I r �• iHREADFORM TECHNOLOGY W/1/A--20 NUTS PENETRATION TECHNOLOGY w/ 1 1/2"Min. ' '2'MIN.- SILL PLATE I 1 4'a TAoCOti OR TAPCON WITH ADVANCED THRFIDFORLI—! W/1 1/z"Min.PETJEIRAnON C 12'O.C. ! 2-MIN, PENETRATION TD THREADED DEO REQ'0. ` j'.t f OF THREADED AREA TO TECHNOLOGY YTI 1 00 Lt..PENETRATION OF THREADED AREAL TO EXIS7INC WOOD HEADER(SEE r I. :. 11 •I; EXISTING WOOD HEADER. AREA TO EXISDNG tV000 HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) --- (SEE SCHEDULE Ott SHEET 15) ♦ E LD1R i OF ICE FOR n HV WALK-OVER INSTALLATION SE CJV HV WALL SILL INSTALLATION 1L- iQ WW HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ............, r/J.a 02017 TLLTECO,INC. 02017 EASTERN METAL SUPPLY, INC. ti\ci�s�•• YP BERTHA HVTM Accordion Shutter Sy stem1 L CE O ,N c. KV #1 W/OR W/o KV WNDOW BLADE 3 yam^ American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y Lv H DESCRIPTION DATE ORAwN BY: LC. -��:_h'f �� •Q 635511.1•:,3676.51.,$tA.3n5,VIFuW4A OARDEi FLOMA 331 Association, Inc. I OLD 1$-D8$ 7/27/17 DATE: D7/27/77 �-�� Phone:(303)871-1550.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No L7S+ 'A•�.:....c.•C-�`� 1� -mna:Lntacos aoL�,m West Palm Beach, FL 33407 s ^!O•+AL G�v\.'F'°t ES-0006719 4 17-107 t'(ALTER A TILLIT Jr,P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U4 g 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS HY BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 7,. .w,nwo rw—gaOg sum fwo, SMw CM M EM—�C��s TO 1/2- I— Mm mV. Mns, Elasl= LLL E — -1 \1111, I1;;:-- I 'A/" \ L - 1 1� QASS ,M�� ...xz-," IC Q,;5 sWUlE w I/I613,Lux— Fm Z1,12--1 1 =M jbw­e.�x7aF., 11c -As CD 4 e) 1=161�11= 19 Fw fzl 19 FOR RASE acc-TE -M V GQ 2- M 016 QL. paoyv s..s am Qum co, 4 I OR(a!, x Fc 7i S,�E SEE CML X FOR I'OR To la�* SEE -x FORS 4 sm cw_,Z�12 7 a 1 1O TRACKS TQ'YRACKS C_ 'Ry.or (LD) , (2*g�-016-a­ a.4-6,v. v n f,7'-j*D-C7)-j_g- 0 @_f1_6D-(v-9_ 4 ca-�-@�,s-1[7)- CONNECTION DETAIL r9) END.CONNECTION DETAIL END CONNECTION DETAIL -END CONNECTION DETAIL180 END �MASS 2'.4*M t2D _/1"T� 12 o (sm OF USE FOR HEL-r 19 7-1 s1w 19 C ­R' 71, 6 oR -17�_ cl,SIm 19 U 112 m i \ w.csq).973 @ R 1 FOR w 6 o�&ZzEficN-t --q Ci2� VIEW Y rm PLAN Ms. (0-(s, sluos REM 70 3-&(D-fS- iD-@-115,C5-7Lq-@, Oa DETAIL END CONNECTION DETAIL END CONNECTION DETAIL 12 ...... FLORIDA BUILD COGE(Nan High Velocity Hurricane Zone ....Z.E..... D2017 TtLTECO,111C. 2017 EASTERN mcrx SUPPLY, (tic. t VNNs BERTHA HVTM Accordion Shutter System T L7ECO AwSmSAM FLV_ MADE#1 W/OR W10 KV.WINDOW RKE / TIWT TESTING & ENGINEERING COMPANY American Shutter Systems Rev.N DESCRIPTION DATE QWM BY. L.C. Association, Inc. I OLD IS-C85 07/27/11 DAM 07/27/17 6355 am,3&b,St.,St..MS.MR=�A GAMais,FLORMN 3316E 4268 Westroads @rive Ph-(305)871-1520,Fax (305)871-1531 2 U,9 luir'. bIt­C..L­ ——DRAWING No West Palm Beach, FL 33407 3 10��...... • E8- 57 D 17-107 L WXTERAMInDLUT Jr.P.E. 4 — P.E.BEAL/SIGNATLJRE/DATE FLORIDA U. 44167 5 SHEET I S 6 OF 20 (p�j @5-1a� a GE ERA- LtMFTATTONS AND CONDITIONS OF USE FOR BERTHA 0> UNISON WITH HV WINDOW IADE'14) A G 1.1AAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 p.sW. 2.MAC SH1R'cER SPAN:96" 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS S.7;AS WELL AS MOUNTINGS M,0,T,U&W ON SHEETS 16&17. i �1 ONLY CENTERNATES'E7�(BOTH F DR�ARE ALLOWED O With�4?qp,Si ($�,,ARRA��ED IN A ST1A`fd CPL OR OPPOjNG U OUT.M CASE OF OPPOSING IAYCR p5)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SLOE OF CffiTE E TYP.EA END - -- ♦ ♦ • ♦ S.(A)HV WINDOW.BLADE 1A SHALL.ONLY ALLOW A MAXIMUM-OF 5 OPENINGS - -- (3"0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)W§L CLEARAIICE FROM TOP OR BOTTOM EWE OF HV WINODVJ BLADE MA%.5 VANOOWS E ♦ ♦ ♦ ♦ ♦ • OF ANY 3 0 HOLE FOR U4 SHALL.BE 12% ALLOWED AT HV r°n i YANUO'N BLADE f1 p, (C)FIRST OR LET BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 c=., ♦ ♦ ♦ ♦ ♦ c f (D)W WINOON BLADE 1@ MUST BE USED ALTERNATE TO A SOLID HV BLADED x THROUGHOUT SHUTTEFYS WIDTH. --Q ♦ ♦ ♦ ♦ ♦♦ A `g (�/L{ (E)CEjt[ERMATES SHAS ALWAYS 86:INSTALLED ADIACENT TO A SOLID HV / 4'! •� is/ BLACEl,1fAT EDHER DOE OF THEM, TT;; 311.11G 3L (F)FOLYCARRONATE HV WINDOW 4@4 SHALL BE INSTALLED SO THAT TABS FACE SEE END S`e THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW�4a}MUST BE COW ECnoN �' • • ♦ ♦ S F� ONLY INSTALLED AND LOCKED USING A NV SETTING TOOL PRONGED BY AS�A DErAJLS O,N SHEETS ♦ ♦ • Lle INC. 10&is TYP. ! ♦ L� FULL t1EIGHT. I 3�5j 6.SEE ANCHOR SPACING SCHEDULE.FOR INSTALLATIONS INTO WOOD FRAME CA , 5g8 BUILDINGS ON SHEET 15,.AS LIMITED BY SPAN AND OMCN LOAD(SEE NOTES R YP P g^ 1 &2 ABOVE). 7.s �z SEE ANCHOR SPACING,SCHEDULE FOR INSTALLATIONS INFO POURED C CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED 8Y SPAN AND DES[CH LOAD(SEE NOTES I&2.ABOVE). 8.hUNWUM SEPARATION TO GLASS SCHEDULE;PER ASDA E-1996: C'. '-1YP TOPSEE J&BO6TTOEG"JIREteENTS) (.2 y�f WAND ZONE MINIMUM SEPARATION TO CLASS D H W ��..��L%oR�63 � --UNLIMITED I'ADTH------- ---^— t THRV 3 1' ELEVATION SEE SC!AN SErARATIDCI To GLASS M a s25 FJOS INC GLASS HEDULE ON SHDET 11 FOR ft ———_ AND CN-qq SHEET FOR Eliae"5'D------------------I---------- (((— ��--__ __ -- ____--------- d LT P. C \� , z L / � L 0 TYP. SYMll.ETRICA!CENTERMATES 2i 2g / ��—_ / Lansx�v . N/C27t.OR(z��APID � � �� �`—�.-------i r. F.S` (sc�NDTE a ABovE) P�N� \ �Lk � 5 /4 TYPICAL ` HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE t1A SHUTTER* �`------'� FFT100A/14,113 11 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' 02017 TILTECO,INC, 02017 EASTERN METAL SUPPLY,INC. C l BERTHA HVTM J �L E C O INS• A■S■S.A■ Accordion Shutter System { / FLV. MADE#1 W/OR%/0 H.V.WINDOW BLADE `� �TF1Ki ;ZQ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: L.C. (t., Association, Inc. 1 OLD 1s-Ges 1In 111 G7/a7/17 �,.(••,./;�na1nP";�Y 1 6355 LLS4.x1h,51.,St'303,MRCM CARzem,FLORDA 3315 Phase:(305)871-1530.F.:(305)871-1531 4268 Westroods Drive 2 DRAWING No _ �f `( maa:6Racoaaol,�om West Palm Beach, FL 33407 3 CVS�D�At e EB-0006719 4 '7—'07 WALTER A TILLQ tt.P.E. FLOROA Uo.$44167 S SHEET IF SEAL/SIGNATURE/DATE6 9 OF 20 -x 11/27x 0.035 THxK INSTALLATIONS Wf a) HV BLADE & HV CENTERMATES 2l 1£Nl._YA�IES MLn.ASTIR A-653 GRADE 40 0 16n.G-60 GA!Y.STEEL 2'M°�i INTO METAL STUD WALLS MUAL STUDS AT ifi•O.C. w 436 g --- a 6'0.c.; �47 s GENERAL 43�a 1/4Lo NOMINAL _, ,, ,� �{r--Q �` LI ONS AND CONDITIONS OF USE MITATI ALUMINUM SLEEVE !/ °I!1 ' 12 o x FOR BERTHA 3/4"x B t/4•x a.Q75-T HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY Ll 'tvcK lGn.l 4 3c ` `43a o ,/-d ;; SYSTEM INSTALLATION TO METAL STUD WALLS CD:fr.GALv.STEEL TRACK CHAN\F1,;®6-oC.! 0 6•a.c. ,++ SEPARATION TO GLASS SCHEDULE ,"�„ 3.000' ASTM A-653 GRADE 40 Lan.G-601—�- GA.vAIIREO FASTENED I^ M.cx. vv/(2)q6,+/z'sEK ScaEvs ClT I EXISTING RUSH 39 ;,1 � 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR.&EXTERIOR FACE ; AS APPLICAS-E ,{; I� / a 2. MAX. SHUTTER SPAN: 84" VAND ZONE MINIMUM 1 SEPARATION -4 O ¢ ASTM E-1996 43c LENGTH+ T' MIN.SEP.-nod 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXLmNG cuss TO GLASS ;;'' : 3 43 1/4"0-20X3" BOLT -K� (SEE SCHEDULE) s 1. ( ) 4. ONLY ENTERNATE 21 NJ/ 24 HV LOCK ARE ALLOWED 1 THRU 3 MUST PENETRATE 43c 7" ' •) " WM 21 ARRANGED A SY METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/a"x 6 1/4-x OGW THICK Min.+ r eXSTc FC INCLUDED AT EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373'v CAM..- STEEL TRACK C1WINEL,1 4�APPUCA:AE ,,1 1 CENCERMATE. t .250" I- ASTIR A-653 GRADE i0�G-60 CALv<tA2ED FASTENED TO STUDS I I N 86x1/2"TEK scREYs on [ ,43C INTERIOR&EXTERIOR FACE 1n � I �O 6' O 6'D.C.O n� 1/4"0-20 THREADS 6 �1 �, ;:I ` #* BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43C 1ZrO ELCO CONSTRUCTION 38 CENTERMATE Zt APPLICATION WITH BLADE tO PRODUCTS FAB-= HD - --- 436 COMPONENTS .6"x t 1/2'x OA35"GRADE 40 PwcS �} 6" O.C. 'Lt.-,.ASTM A-653 GRAD£40fdc1X:'.,. MLA.G-60 GALv.STEEL 1" -"--: MS WALL HEADER,�SILL INSTALLATION METAL STUDS AT 10'O.C. Ysn. -.-:1 EXISTING FIL1.5H AS APPLICABLE SCALE 3/e I- METAL TOP do 80TTOM) vA 1 3/4°x 6 1/4'x 0.035"THICK thin. CALV.STEEL EXISTDiG GLASS I AST 6553 GRAD-4R��CFWN 60 IGAL`2A2ED�6xt%2'NED TO Tr7C SGrrEiv505 SYMMETRYCAL I•IN.SEPARATION VARIES IINTERIOR() 43a 436 43c.-; I I { &EXTERIOR FACE _ `` CENTERMATES W/:•` ;CENTERMATES W �a class M. 1 1 "-''` - (SE_ SCHEDULE) rn°x. 1 4 ::.. ' : EXTERIOR ACCESS SIDE.,* 1. .INTERIOR ACCESS SIDE:J 1 _ ) 1 „ -- --------------------- ---- ---- ---------------- ----- ---- -----------�—\---- -- --- --------- -- ---------- 6' IN /erl.S`1)(6"Min.) IN — ;— _ _______ _ __ _ _ —_____..____—---------_ -_—_____ ________---------- ____________—_____ -___ _—____—_ _____ � �'AT Y--------- ------- -- - ----------------- -72 21 G LOCATED 2 I \' :_____—___ _____ _ Ll L_ ___________ _______,____________ ____ ____ _______ HI HF�tDER/SILL AIDS ______ 2 -________--__--___________._ _ _ ______ _____ 22 l ''35('" ) i 24 ------I SIDE CONNECTION ONY O TRACK D Min. 3 1/4'(TyP.)--,6 i/2'(Typ-) { T T 6 1/2'MAX.SLACK *111 (Cont.) HYA HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,1111 62017 TTLTECO,ING ©2017 EASTERN METAL SUPPLY, INC. rT,; BERTHA HW4 s A S A Accordion Shutter System 1 L E C O N�. . ■ ■ RV MADE#1 W/OR W/O H.V. WWoW BLADE j //�,•� '$T TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 4EV.N. OESCTUPTNIN DATE DRAWN RT: LC 6355 11.C1.SBP.St..61s.:05,`ARGLCIA GARDENS.RCfvDA 331b Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 r]ti QT4TE nF Jr.� P,...:(305)671-1530.Fox:(305)871-1531 4268 Westroods Drive 2 �0•. F//(Ygy�pp P—\���` a- 0:Ult-0°a.=n.n West Palm Beach, FL 33407 3 DRAWING IN/o� � I(�'''..`Villo.,•'' C,i EB-OOOb719 .,,.• ���, WALTER A TILLrT Jt.P.F a 7•�1 U `` FLGRIDA Uc.#44167 5 SHEET P.E. SqI }A1G EJDATE 6 20 OF 20