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HomeMy WebLinkAboutProduct Approval - Accordion til:.;'.:.,. '�.. :,ie:;r:•.;- �, �: _ SCIS Home Log In user Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search r C�-, Product Approval W USER:Public User • Pruduct Approval Menu>Product or Application Seemn>Application List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfee le y@ easte r nm etas.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence F389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF F.389 R COO AMERICAN SHUTTER SYSTEMS ASSOC_INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1)PDF R COI AMERICAN SHUTTER SYSTEMS DRAWING 17 108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard YM ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Sections from the Cede Product Approval Method Method t 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- Extruded aluminum Interlocking blades retained by tracks Blade 3-(Non-HVHZ) -Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 fI AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 1/-108 BLRIHA HV ACCORDION SHUT TER 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 1s 12'-3"for 40 psf Evaluation Reports positive ASO load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party: Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf.See sheet S for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: r,;e EL389 A9,II AMERICAN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes INC, DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By. American Test Lab of South Florida Inc. Other: Large missile level"D". Max.Span is 16'-0"for 30 Created by Independent Third Party: Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade, 8'-0"for+64, - FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. 72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f. for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison. See sheets 7, 11 and 20 Created by Independent Third Party: Yes respectively of Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 TI AMFRICAN 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: urge missile. Max. 16'-0"span at 30 p.s.f ASG load Created by Independent Third Party: Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12, 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC. DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Parry: Yes 0 Contact Us-. 2601 Blair Stone Road "riulahassee FL 32390 Phone 850-487-1824 The State of Florida is an AA/LEO employer.copyrloht 2007-2013 State of Flinch.::Pnvacr Statement::Acctasihdrty Statement::Refund Statement Under Florida law,ema-1 addresses are puNic records.If you do not want your a-mad address released in response to a public re rds request,do not send efertronic mad to this entity.Instead,contact the office by Pl,one or by traditional mad.If you have any questions.please contact B50.487.t395.-Pursuant to Section 455.275 (1).Flor.da 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 addrmses are pudic record.If you do not weir,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: GENERAL NOTES: I. BERTHA H. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P E.D) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SMALL NUI BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE UETERMINED 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 Ii USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A-S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19& 20 rn�•L� AREA 1; HV BLAD IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE EIRST REDUCED TO A.S.D. DESIGN WIND LOADS ES n A[ VA1 BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED. WERE NOT OVER STRESSEC,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WINO DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 HERIHA H VACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609 1.2 OF THE ABOVE MENTIONED CODE AS PER rYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE & WINDOW DETAIL -HN BLADE U /0214.01-03, /0715.01-03, /1004.01-05. #1214.01-05, /0317.02-06. #0609.01-10 AND#0210.01-11 AS PFR TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2# HV BLADE 1)AND HV WINDOW BLADE AND E-1998 STANDARDS (MISSILE LEVEL D,WIND ZONES 1, 2 &3)& #1220.01-10 AS PER TAS 201, 203& 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE 19#050501-08 AS PER ASTM E-1886 AND E-1996 (MISSILE tFVEL 0, WIND ZONES 1, 2,3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LACKS SHEET 5 NSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADED AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE./BLOCK SHEET 7 CENTERMATE DETA0.S HV SHEET 8 3. BERTHA H.V.ACCORDION PINS(FIV SCFTEWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND#14.1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 kai YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHAL.I 8E COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPL)CATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION DFTAl1.5 1-6, CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6U63-T6 ALIO"IS 30.0 kai AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 FIS, MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEEP 14 6. BOITS TO BE ASTM A 307 GALVANIZED STEEL.OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS HV BLADE IO 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE1Q&Q WORKING IN UNISON: 12, 13& 15 INSTALLA710N DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582.. COMPONENTS OF THIS APPROVAI-ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY. INC. AREA 3; HV WINDOW BLADE ® ONLY 9. IT SHALL BE THE RESPONSIBIUTY 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 BUILDING TO PREVENT WINO/RAN INTRUSION- TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, VUST PROPERLY CLOSE ALL HV ANU HU AREA 4, HV WINDOW BLADE()ONLY CENTERMATES AND ENGAGE OR LOCK AU.HV AND HU LOCKS. I1. 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 WATTS SHEET 20 PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHAY COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 5 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, 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.U., PROVIDED HE/SHE DOES NOT OFNIATE 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. WELL 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(E.O.R) FOR THE PROJECT AIFO 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.C. ENGINEER SWILL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. rrrrrAAA��.��� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 TILTECO,INC. ®201 7 E1STF.RN METAL SUPPLY, INC RIA H A S S A Accordion Shutter System /70ECOisic. . . . . H.V. BLADE #1 W/TOR III KV. VA DOW IR-ADE /L� t American Shutter Systems ry,N DESCRIPTION DATE DRAWN 8Y: L.C. I%fK U I'll LIT TESTING & ENGINEERING COMPANY ? :� \ Association, Inc. I OLD 15--08s 7/27/1 DATT. 07/27/17 \\ 635'.N.W.]6M.St.Str.:AA VIRGIIHM:ARO`_1H5,Rp1M}}16 ire-,c�„s vh-:(305)871-1530.Ea.: (305)871.1531 4268 Westroods Drive 2 DRAWIN�OF ORI 11 . ma;e tin...0--m West Palm Beach, FL 33407 3 S ••......... 1 ES-0006719 17-1067J SS/ANAL` III WALTER A "LET Jr.P.E 4 FLORIDA Lia 1 44167 6 SHEET P.E. S'FAtfSt@MAY&E/DATE 6 1 Cri MR w7m6 6110[p VARIEs 1.4 1 \ $ Pi • •1y __ �I • � L-...._........._�.3Q�'-_..._._J 1---_ t 6 ate, . JHY SOLID BLADE 3 b3, 05 1 90'180' STARTER COVERED UNDER US PATENT / 5458179 QUALIFIED FOR USE W/ HV BLADE01 \� DIRECT' HV BLADE FOR USE W/ 'j.T Hy WINDOW BLADES 6005-TS ALLOY AND TEMPER '/QUALIFIED FOR UUE W HV BIADE 7� A(I,5 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLr 1 _373" 1 6063-T6 ALLOY TEMPER TIY4• !- 6063-76 ALLOY AND TEMPER N- •�) 7 56' nl .670• _ 2.226' ,1 c n 72 842 NI --------- $ L " 0 71HV ADJ. ADAPTER W/UP 44 i2" QUALIFIED FOR USE W/ HV - ".-_-.� �',HV WALK—OVER TRACK —'.92o JHV ADJ. FLOOR TRACKBLADE Lt1 QUALIFIED FOR U,SE W/ HV C HV TRENCH TRACK 6063-76 1 _ 5S 3.750 ALLOY AND TEMPER BLADE OUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADEoNLY. (tO HV RAINGUARD BLADE(.r�1 6063-T6 ALLOY�AND TEMPER �QUALIFIED FOR IJ E W/ HV 6063-T6 ALLOY A D TEMPER vAPo6 BLADE(177) VARIES 1.936' 6063-T6 ALLOY A 0 TEMPER .'! 1.917' �. �.._..r083 OBS' Io0 8� s' 8.—_.oe3 +QQ Qin 093' 1 J _....._-.... i--- 670 1. 1A... j \ 686' • 670 ].520' o 3520' __.- L..___..3.529• ,6701 *, 1 HV HEADER/SILL ij.3 HD CEIUNG HEADER/SIL3s29' 11 HV CEIUNG HEADERL ` 0 IFIED FOR USE W/ HV BLADE i 10NLY, QUALIFIED FOR USE W/ HV BLADE�10N1Y �HD WALL HEADE@/SILL 6063-T6 AL AND TEMPER" QUAUFIEU FOR USE W/ HV B1ADE�i SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE(f)ONLY. 6063-T6 ALLAY AND TEMPER _ x � T r COMPONENT A 8 n T2 ,: t 2' 2' j0.125' 0 2' 5'MAX., 1/8' Ije' ' 3' ja.m- __._ 6•MAXI 0.192' .0.192' 116 SIDE ANGLES — B —` �— .,90•i CORNER POSTS ALUMINUM ANGLES 25• 7•MAX. 0-* 0.190• QUALIFIED FOR USE w/ HV � � UALIFlED FOR USE W/ HV BLADE Cl) QUALIFIED F0�USE W/ HV -� BLADE O1 6063-T6 ALLOY AND TEMPER 6063-T6BIADE LCl'ONLY. TEMPER F✓ 2 5'MAXI 0.139'!0.131' 6063-T6 ALLOY AND TEMPER bbbb 'Elk _ FLORIDA BUILDING CODE Mon Nigh Velocity Hurricane Zone 14I `' / e 2017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. 1...... r � BERTHA f/TM niSF.,�� A S S A Accordion Shutter System L E C O I N c ■ ■ ■ KV. RADE t1 W/OR W/O KV. WIMM a" TILUT TESTING h ENGINEERING COMPANY American Shutter Systemse,,N DEs061FlION 1E ORAwN BY: LC. 0x5 N.w.xw u.,sa.w5.Nacnu c.Aows,nma.11 c A990CIatlOn, Inc. 1 OLD I5-085 7/27/1 are: 07/27/17 —•� ,j Pho :(305)871-1530 F, 150,)071-1531 4268 Westroads Drive 2 DRAWING No �w (QgIDA .:�V7,�A' �- t's«oeao.�� West Polm Beach, FL 33407 3 1'_107 '6 EB-0006719 , ......•+ WFL P A ET�KI87. {7 s SHEET P.E� ilIRC11�E/DATE 6 2 Of 20 4,576' 1 4'-20 -1 /--M 2-20-A' IT- .D=DOWEL 1 4�20 .74 $A)NIED ! ME CMT I �'�R.-AlEl 5 Ltn WED PAWED _-lGREll ..09, :�'-llvj� 23 4 5 CYUNDER PI A,KM(C.ROW C.RC.E�AE.) Paj PLAMID) HV CENTERMATE BY LOCK HV EGRESS LOCK R USE W/ HV BLADE(p& ONLY C FILD FOR SE W1 HV QUALIFIED FOR USE W/ HV 60 • . ....... I 0 2Z HV FLOATING C 0111111EA QUALIfILD FOR USE W/ HV BLADE I I& lk,ONLY 63-TG ALLOY AND TEMP[ BLADE(I')& ONLY. BLADE & ONLY. 6063-T6 ALLOY AND TEMPE d-1 HV CORNER CEN��E T • FeALIFIED FOR USE W/ HV 1 ONLY - —250'0-0. 2,874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 1.756* J22* MOI.EIEDREW TO 2.0 4.045" SC1.753' 0 �360'AFTER RIVETING 06 BEFORE RPr,-nNG 1/4"0-20 x 3/4' S.S. THUMBSCREW 1/470-20 RIVNUT* *SERIES 9444 AJLJMINUY(2024-T3 Atl0f)LARGE FUNGF SH ET NUTSERT,PART 111 0870.AS JANWACTURED BY AVDEL PLM FIRONT ELEVATION HV MALE "T" LOCK CENTERMATE F�TEXTORN,PARSIPPENY.NEW JERSEY 07054 OR EOUAL LOCKER FOR "T" LOCK CENTERMATEQUALIFIED FOR USE W/ KV BLADE I-1.ONLY HV FEMALE "T" CENTERMATE HV "T"' LOCK HV ALTERNATIVE LOCK 6063-TS ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV CUALIFIED FOR USE W1 HV BLADE GIONLY QUALIFIED FOR USE W1 W BLADE J"ONLY W/HV BLADE 01 ONLY. BLADE T ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPi*" 2 93. CYLINDER OR .214' W 2 Dee I KEY CYLINDER 114 0.875"Min. 1 -121*MIR.. W1 NO QCKIMG ROD32 HO CENTERMATE R 31 HD CENTERMATE - W/ HV BLADE i & kl� Y�RIM 4 QUALIHED FOR USL QUALIFIED FOR USE W/ 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 4) HD CENTERMATE' VARKS. le MIN. QUALIFIED FOR USE W/ HV lil�wll 1/4 -20 L&OR 3/8-0-16 6063-T6 ALLOY AND TEMPERACQ MAMMKIMS, /2' i -___rTHUMBTURN (SEE DEE= go CYLINDER OR KEY CYLINDER I 1'78 M— Pi LOCKINC ROD D HD LOCK QUALIFIED FOR USE W/ HV BLADE i-I W —2Q. AISI 304 Of REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 5065-T6 ALLOY AND TEMPER HV 3/870-16 ACETAL 3 /4" J! IkIRIES S.S. THUMBSCREWS A 4a/INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1-& 1A; DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR. 'wv RLADF 01 QUALIFIED FOR USE W/ HV RDE 1,) FLORIDA BUILDINGCODE Nan High Velocity Hurricane Zone,' "-\"t-jk A. jiD2017 TILMOO.INC. @2017 EASTERN METAL SUPPLY. INC. ........ % BERTHAIRIV—,. Shutter System KV. RXX#1 W/OR WINDON eLAIDE Accordion Shutt 11LIEN A.S.S.A W/o KV. 7 American Shutter Systems REV.". 0001MIVoll DATE auW"fir: LC 27 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-DBS 07/27111-02 - O �17 "55p,RR M� St..St.,305, GARDI!Ie�M-0�mlu (305)871-15W -(305)871-1531 4268 Westroads Drive 2 DRAWING No .-' :tkq-06o..' West Palm Beach, FL 33407 3 .......... EB-0006716 . 17-107 NEt WALTER TILLIT jr.P.E. 4 P.E. TV a SHEET I,, fLOROA L. 111"167 DAI 6 3 Of 20 1 SHUTTER ASSEMBLY SC,F-H� FOR EDULE HV 10 HV tl Ay � '/B•. �` 6 12'MPI. D O -IJEARkNCE 05 1 HV BLADE t 41 t1 �' I To 1 fl noo 1875'L.0 2 HV wl w BLADE 625' A625 .6625' © HV BIADE 1A U1 I t ! ;I a BLADE'S-. 'r OPENW 1675' Y / ® HV LONG RECESSED NYLON BUSHING ' -_to n 1 K(U;E .0625 0.0621 ® H/ SHORT RECESSED NYLON BUSHING f :; I. N �� I - ,R vnWi O i _ FLAT PORTION 750' ® HV NYLON HAT WASHER Q OR ® t HV WHEEL CARRIAGE AISI 302-303 SERIES I 1 ' 4 ni C1 r29 X 0.870"x3/16" THICK NYLON WHEEL. - I I ® r^�.. , 2 c88 / 11^' LEAR 03.0 0.188"0 AISI 302 SERIES S.S. RIVETS --- SEPARATION , i { BETWEEN BLADE 0625• 0825' 3.7500 ® HV 1 3/4" ACCORDION PIN W/ #8HEAD0 EXTERIOR 1 t 5 NTE --------------------._. 0 ON CENTERS .xJc ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD s L 5" � JT4�" � ��� ' -�--Z' � r>,<a'� -- - L._..__._y q _�4 } HV WINDOW BLADE AND ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 1 T-; t i TYPICAL T POLYCARBONATE HV WINDOW DETAIL © O OR ® ((Sor EE©UTE FOR OR ,I 1 j I + Lxll vrARgONATE IMPACT RESISTANT HV WINDOW AEO ) DOR l 1 j BAYER MAKROLON 3103 POLYCARBONATF 12'MIN.Ci CE RESINS, UV-STABILIZED GRADE OR SABIC MI -.-, 1 i pM INNOVATIVE PLASTIC LEXAN 103 RESIN EQUIREMENTS AT EXTERIOR SLADE To BIADE BOTT KNUCKLE FOR gg O R (SEE N07E "F" ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR \� ® / N° BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR POLYCARBONATE SOURCES FOR HV BLADE. i ! EXTERIOR p�E MMT ® TYPICAL SHUTTER ASSEMBLY N..f f111GL P0.0PIR+ES pMOMD ��/tmo[ (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT NY PIN OR 1�AT Rova7 cE E%T IAT w B� BLADE'S KNUCKLE. `, C061tl1: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO rn 324'-. ; (SEE NO. a TOR sPEaP c cmBln A Dn1 Daa e!' oma ems' BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. C"J T REQUIREMENTS) t - 1FNSlE 1+F1D 51RENGm A1T1 DUB 9.100 PP• D300 PPS. PIT]11Y11 BtgFNGTN Al vKtD AS1Y 0190 113°0 Pw•�. Ia.10m p.s.i. (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER a 0 i I 1 FLETUw MDaAVB 6T mw alo.DDD P" a.6.0o0° 1 WAM SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. \ems ./ 'I! Nmv1ED IIDD ylY m» IB fl-/.' SHEET IJ R-W/F SHEET y�Eolll;" W.02M3441 K Bs.B R tYGt WHEELCARRIAGE DETAIL LAYOUT PATE DF I NIPG Arn Dau C-1 C c-1 aws PEEL sru IMRIIOY ASIY 019" 1010 T NO'f A6fY GIS! 7ENS9T Bmwm"TO MLomp. .Sw UB 930 P.>I a" 1J) HV BLADE SOLID & �� HV WINDOW BLADE DETAILS M54CSRESSeEFaREWrA,IOWG Am"° "" errD° N.T.S. ITIPt/Vk OL t".yam FLORIDA BUILDING CODE(Non High VelocityHurricane Ione p7. f C2017 FASTTRN METAL SUPPLY, INC. \CENSE ''�9 c207J/1L1EC0,WC. BERTHA H TM IL E C O IMC A.S.S.A. Accordion Shutter System H V. BLADE #1 W/OR W/O KV. WINDOW BADE American Shunter Systems ,N DESCRIPTION GATE DRAWN BY: Lc. TILLIT TESTING & ENGINEERING COMPANY /J �,; `\E 6.758 N.W..bt11 h.,Sb.a0.5.NPlPNM GWOD.S,PtMVW As$OCIUtIOn, Inc. 1 0.0 15-085 7/z7/1 OATS: Ja+ 07/27/17 '�•-+ PDon.:(305)871-1530.Fo::(305)871-1531(305)871-15314268 Westroods Drive 2 DRAWING No 11 a-,Dor:Ell«eOea.Dom West Palm Beoch, FL 33407 a SS��Nat E .111 ES-00067,6 17-107 WALTER A.TIWT J..P.C. ILORM Lc./44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 1 6 4 OF 20 �•�a 3 f�r s °q�: COTES ON HV LOCKS AND CENTERMATES: e c c M w s t �•� i- I -fit O1� t. IW11dTartf CONDITION It: ONE HV LOCK 2-}or�3 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR OW 2 OF SHUTTER SPAY FOR SPANS UP TO 105". AND FOR INSTALLATIONS T ANY S ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 OR g CENTERMATES W/(2) 1/4'0-20 . 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. N/T' IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV_ t®r LOCKS ,- OR 6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LACKS TO CENTERMATES RI I� SWILL BE AS INDICATED ON NOTE (1) ABOVE. LO LOG ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTION&CONDITION J2 (VALID ONLY NO&IM CONDMON 91 OR UNIIIIED MAN W/TWO H V LOCKS)• LOCKING RODS ARE NOT REQUIRED AT, URRICANE POSITION, BUT MAY 4 5 6 (t_�0 4 "125 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). yyyy' I 4 MANOAMW CONDITION 12- ONE HV LOCK�pW(0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN Y AND INSTALLATIONS AT ANY ELEVATION. HV LOCK F�1 or��SHALL BE USED AS AN OUTSIDE OR INSIDE. LOCK. _ ATTACHED TO @)CORNER CENTERMATE W/(2) 1/00-20 % 1/2 LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 35 AT TOP& BOTTOM SHALL BE USED. LOCATION OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Ho�c-Irvc I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. v 3§ it 5. _ • ONE ALTERNATE HV LOCK MAY BE USE IN UEV OF HV LOCK or FOR ANY SPAN AND INST LITTONS AT ANY ELEVATION. ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20%3/4"S.S. THUMBSCREW TO C OR(4 CENTERMATES SWILL BE MADE W/ 1/4'0-20x3/4"ALUM. BiQ•..1� bgi RNNUT AS SHOWN ON SECTION FIVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 SES-aB Iz LOCKS AT 1/3 OF SHUTTER SPAN. i a I 8 u..x.TapW mHDITtaMI JS FaR KEYgTEMIi rmKS IAnIVIS- ONE HV LOCK 6 or @ or a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP !I 7t - TO se'.AND FOR INSTALLATIONS AT ANY ELEVATION. FIV LOCK�4 or' or @ MAY BE USED AS AN INSIDE OR 1 OUTSIDE LOCK,ATTACHED TOS or @SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 z 1/2'LONG FLAT HEAD S.S. CEE ONNECTION I 1 1 ,,-� OR @ T AND BOTTOM IS COMPLETELY MANTED ON DATORY.TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS �S W/ DETAILS ON SHEETS 10& 1V`'''c�,. r 18 TVP. FULL �+ I *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. j �� OF CORNER 1 SECOND ALTERNAME To MAtKWM CONDITION jj VALID ONLY FOR KV Ir'aGg 40-so AND CENTERMATE $�,ONF ALTERNATE HV "T" LOCK MAY BE INSTALLED IN UEU OF HV LOCKS OR FOR ANY SPAN AND G--(g)-(@0 ry a 1 INSILOCK ION AT ANY ELEVATION. ALT HATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT 5 -C4-(j0- 7 • OF LOCK�d INCLUDES USING REINFORCING LOCKER��, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE ,0•®°e©• a�. a ` CONNECTED TO CENTERMATES®AND J�W/ 1/4'0-20 . 1 1/2"LONG S.S. THREADED BOLT W/ 7/8'0 r 3/32' WINGNVT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'0K 5/8"RTVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ©•(7)•rr�yia�•(7;•®a MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS(Q TOP AND BOTOM IS MANDATORY. (8'•�a®• �a`✓y• 5 a •�gi *NOTES Oy HD LOCKS S=CE RM�TL ES: Ha J=,1t as�a0 Wj,u ONE ALTERNATE HD LOCKS MAYBE USED IN LIEU OF HV LOCKS(24 OR g5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK(��,MAY BE USED TYPICAL t HV BLADE SHUTTER ELEVATION AS AN INSIDE OR OVTSD�LOCK. A]TACHMENT OF HD LOCK+�TO�IS W/ 3/e, 3/8'F.H. S.S-M.S.,AND INCLUDES N REINFORCEMENT INSERT 3_31 AS SHOWN ON SECTIONS HOB-MVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIOSPAN OR 12 MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS•35 IS COMPLETELY OPTIONAL. FLORIDA LIN qn gh Velocity Hurricane one 02017 TILTECO,INC. ®201/ EASTERN KETAL SUPPLY. INC. 11�: ' \G ENSS� •..�9 _ BERTHA HVT. Accordion Shutter System /7iLrE C O SNC- A.S.S.A. HV, W/,, ,OR W/O RV. WINDOW BADE t' * American Shutter Systems DESCRIPTION DATE DRUM In: I.C. �;• TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 Twil wrE. 07/27/17 rp•• �. Q,\ 6JS5 NW.3— q,SN.305.IM—WIDENS,FL VR 33+6 �,,-w-� 1 Phone:(305)871-1 530.For:(30')871-1531 4268 Westroods Drive 2 DRAWING No fs1 '•T.`,',�!LI �>� 1 ,-mm:Wt..4p.. West Palm Beach, FL 33407 3 s/ONAL E�� IIL'11 EB-CO06719 4 17-107 WALICR A TItUr J•. P.E ' SHEET FLOWg Li..i 4.167 P.E. SE_C7S1tWXfURE/DATE 6 5 OF 2 CONCRETE ANCHORS POURED CONCRETE -7 OR POURED (SEE SCHEDULE ON REQUIREDCONCRETE BLOCK, -1/4Y-20.3/4'SS. POURED CONCRETE- SHEV 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REGUIRED I W/ 1/4*-20 REQUIRED (SEE SCHEDULE ON I 1 kj� (�E%T(I�E SHEET 13) CONCRETE ANCHORS A (SEE-OUNTRAG(R)OAt WW 1) NUTS 0 12'O.C. (SEE scNrpvLr ON SHEET 13) 1. 1. �2, in. sEN 1/4'0-2Ox3/4"S.S. -�1�2 OR4 4, E.JE1. EQI-.,EIQ '"MACHINE SCREWS USING 1/4-20 NUTS . ".O.C. 1-019 In' 0 1 2,0 C 1/2 1/2*-! DR E. -F.250'MR.. 250' E.D.- DR 5 250'max. max E. .1s" ft-- F- OPTIONAL T SDICILLE ON i Ala S-" ii WIN.SEPARATION TO GLASS M. I -�DOR g* E----�--(SIEE SCI-EDIJUE ON SHEET I I EXISTING OR 51,11T Is I I CLASS =x��1,167 IWIN.SEPARATION TO GLASS,)-- GLASS-- EXISTING 7-(SEE SCHEDULE ON SHEET I GLASS---; 'A HV WALL HEADER INSTALLATION C HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTING WIN.SEPARATION TO GLASS SEE SCHEDULE ON SHEET 11) Q.ASS--7 IT EXISTING To GAIS gia MIN. SCPARATRD"TO CLASS GLASS L socuu:DR sm (SEE SCHEDULE ON SHEET I I)- I I FOR BLADE 0" n)P $Herr OR RAINS T&19 EXISTING OPTIONAL9 CLAS S- i E.D.- OPTIONAL OR IIS r� 1/4"Max. @ D LEo.-EC- ' IgGIR(C-C --I/4"0-20x3/4'S.S. Win. L-E ED- PHILLIPS TRUSS HEAD 1/4*t-20.3/4'S.S. PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS —TRUSS HEAD MACHINE SCREWS 18 (SEE W1 -OONCRETE ANCHMS 1/4'-20 NUTS 0 12*O.C. SCHEDULE ON 1/4"-20 NUTS 0 12*O.C. (SEE p URED CONCRETE-- SHEET 13) F POURED SCHEDULE ON SHEET 13) mi.. Q0 CONCREI BLOCK OR CONCRETE BLOCK IONCRETE ANCHORS REQUIRED WALL REWIRED 'b HV WALL SILL INSTALLATION (SEE SCEDULE ON (F)HV WALL SILL INSTALLATIONPOURED CONCRETE- 'HEFT IN') DR CONCRETE BLOCK WALL RFQQ1RED -E HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTION INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER E. D - EDGE 111—CE 4 SEE L-TATIONS OF USE FOR BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) LADE EV 19 1' HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED ON SH IN ANY WAY TO SUIT ANY INSTALLATION. LIN A A FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone, U �,\d *2017 TILTTCO.INC 02017 EASTERN METAL SUPPLY. INC BERTHA HVTM Accordion Shutter System n1L E c o A.&S.A. KV.a"#1 W1 OR W/O RV.WNW*11ADE American Shutter Systems I V.N I)MRIPTION DATE DRAM BY: L.0 TICCIT TESTING ENGINEERING COMPANY Association, Inc. I OLD 15-085 /2 DATE. 07/27/17 -A.$w M!.v4ONA wua ,FLoacA 33's ELL 4268 Westroods Drive 2 Phan.:(303)a7l-1330.raw:(305)871 1531 DRAWING No --p:Ult-foo.- West Palm Beach, FL 3340/ V. -�"ONAL E11-00011719 4 17-107 IRAL71U!A.TILT Jr.P.E. P.E. FLORIDA U�1"167 3 SHEET SEAL/SIGNATURE/DATE I 1 6 6 OF 20 �. POURED _.. CONCRETE ANCHORS , —_.__.._._ �O l -_ —�--._ _....,F.-..--._ CONCRETE (SEE SCHEDULE ON SHEET 13) ro aAca 1 OR ; Y REOUIRED� _ (� ._.__.__•._._._ EDGE O EBL 0) r GLASS.--{ T 1 ro pAE i O SUB K ON%W 19 FOR Yx.u"trump " �fBa SHf ON, APPISMLE EXISTING E a am n7 . I C ALTERNATE i EXISTING / if LOCATION t CLASS- #10 LASS_ IDI- 13 oR 15 1 //10x3/4'HE%WASHER NFjD3/B' TETE SCREWS O t2'O.C. CONCRETE ANCHORS -- -- S , OF 60, SEE SCHEDULE ON SHEET 13IF v'17 - �— ( ) F � APPLICABLE EXISTM fRASS--.r '' to EDGE or----^ I .._LD"OF SLAB 6 1 SLAB IF' 1/2 aEDGE OF APPLICABLE _ . ••- SLAE IF - i lea 4TIIaaItDx APPLICABLE ..0. .E_Q-. _.__.. .__---- - _ __ ---- vo�cw - 93I N O 99EET nPPucABLE POURCD D F POURm _. - FLAT HEAD CONCRETE ANCHORS '1 11 wt BLAIN OR ( POURED— � CONCRETE CONCRETE QN SHM 19 RIR - 1 OR '��O CONr.RETE ~�--- �;` REOUIREO /FLAT WAD CONCRETE ANCHORS REQUREO (�E SCHEDULE ON SHEET 14 ' �mr® _-•N REOINRED —{.0.• LD.• (SEE SCHEDULE ON SHEET 14) J1 TRENCH INSTALLATION S 'I�HV WALK—OVER INSTAL erinnl VAUD ONLY FOR UP TO t70, -75 PSF A .D..S Q' HV FLOOR INSTALLATION t DESIGN PRESSURE RATING & FOR SPANS PER © HV CQUNG INSTALLATION SCHEDULE i3. SHEET ii Exlm ma BAM'a I CONCRETE ANCHORS cLAss--1 w.ar.Antxw �, (SEE SCHEDULE ON* _— 9c�xrs aN sNm tt) 1r--- 1/4.0 WAOJNI(,TDDD ELSNEXISTING— I 1 EXISTING SHEEP 15) T`IRFAIIWY IQ CJSS GLASS � 9WrOroRn CASS -----._ 7 7ECNODGER t/4bPOKR1/ 4. IT FAS1 WIS3/4"fN'P OA NCHMWNr S e t 3/4•W. 6'-0*SPAN O B' MAX. It) I p,C,FOR UP TO S L SAN AND THAN I 1 4.O.C.FOR 81- l/AOER TMNN 1/4. Ifi /� NA-0 AT W FA INIC MER)_..7 I Ij s y rWIL LJSFi//V(f AT flfAl'FASTENER 1[AO (TYP.)(SE NOTE t ON _7/2' W1ASIKR4HEADE.D 4 ) 5lETTT 11 FCR LBIU 3 8 , MAX. 7Elc sCREW5 7 mur sFALwr=�4 T— ^ I. 014.3/4• HEX HEM__ O /2'D.C. ...--...._� 7EK SCREWS O 9'O.C. I1_w OR 1/4'►-20 S.S.M.S. CONCRETE ANCHORS b ----- 6 ,.�-�l L�/ �/�(14x3/4'5.0.5. / I I i( b \ 1/4'A-t0y/4'S5 145W/NUT O 9'O.C. -(SEE SCWEOULE ON .T t i v O9'0.C. [ 1 1/4" . L—OBNG t/a•e-2O NULS SHEET 14) .— 1/2 -. ----- Max. - O 12'O ---- �, EWSTING NON STXUCNIRA EDGE OF t 2" t, ; 17 18 1.00'MIN WALL TRW(OECORATArE i a` -App �' 1.. E.0 SILL) ( =1 I ---SLAB IF 4'F.W.S.D.S. MIN. . CONCRETE ANCHORS `-�NOTE 73(0) _ O 9'D.C. _ POU CONCRETE \ '•• .•• _..-.REQUIRED _ POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 1xl') _ - ^'•--�E.D, - -- OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEEP 1 REQUIRED DR CONCRETE BLOCK �" co EO-AL-i MAXD K� HV WALL FLOOR INSTALLATION REouNED (�_j1 K_EYSTONE ►IOUNTING INSTALLeTION REOUIRETI '� HV WALL WAL K—OVER INSTALS!TIOw 11HXNUU A.S D.DESGN PRE.S5URE. .64. 72 Dal MU(WU4 SHUTiEN SPAN P'-0' HV RAINGUARD INSTALLATION t n� NOTE TOR CONBIN9T10LI.-OF S TION5: „ t THIS INSTALLATION SHALL BE C. D. -EDGE DISTANCE REMOVABLE WHEN PERFORMED t- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT O SEE LJM!TAM14S OF USE FOR AS, ENTRANCE BLADE i�OV SHEET 19 INSTALLATION DETAILS W/ 1� HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. INFIJ a A } +i'�w F�• 7 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 91' ,.••• NCENn •••N/�^ 02017 TILTECO.INC. ®2017 EASTERN METAL SUPPLY, INC. . BERTHA TM * ° A.S.S.A■ Accordion Shutter System Mc O 1 N C. H V. BADE #i W/OR W/0 RV. NIPOCIW BADE �p Amorican Shutter Systems E. DESCRIPTION DATE DRAWN BY: c fQ 11' TILLIT TESTING & ENGINEERING COMPANY Q _per/E1 6355 WW.]BNa 51..w b5.NRGIWt GMipNHS.RQfaDA JJIB Association, Inc. 1 OLD 15-085 7/27/1WE: 07/27/17 r...... "-�}I'•r PNpl9:(305)671-1530.Fex:(305)871-1531 4268 Westroods Dnve 2 �ALE�•Cp`` a-mdl.BN.oeem.wN DRAWING No �+, �' EB-0006719 West Palm Beach, FL 33407 3 iAAAIAaA WALTER!Z TRAIT.N.PE. 4 17-107 P.E. SEAL/SIGNATURE/DATE FLORIDA Lc.t 44167 5 SHEET 6 7 OF 20 SEE NOTES ON LOCKING RODS©,w LOCKS®or T© OUT 9 ►N `t j--EXISTING GLASS INSTALLATIONS W/ 1 HV **AND ALTERNATE HV LOCK 0 ON SHEET 5. BLADE W HV CENTERMATES GLADE—K DETAB. WITH VNUD FOR ALL � ✓ CENTERMATES APPIiCATION ION WITH elADE01 1 10•®"©-Q-0-0- 1 OR ;--EXISTING cuss DETAILS ON SHEETONNOSEE END &O& (6083-2T'eKTALLOY) AL'-UMT. 6 1/2' - ... 7' ANGNWb1/4.0 TAPCON 1/2 Q«© ® OPPOSING TO CONCRETE C EAS I I SYMMETRYCAL (TOP/60TT71u) S.hiT ID TUSaE f+a:J/4•s.us.0 12' - I CENTER ATESMIN.SEPARATION AT EACH ANGLE.(TYP) I j 11 O.C. FULL LENGHT. W H r W/ HV LOCK ,Qr TO GLASS (SEESSSCHHEDUL * II IN � 3 ------------ 5 -------5 —O W r— O HVB OUT ® " HVC to•®«�®'Oa®.®°^ HVA r-POURED CONCRETE OR �'O`©DR©•O'�a^-1—� Ex1$11Nc CLASS BLOCK WAN f ISTINc REOU�3E0 �iss SYMMETRICAL (r� �; °"�• a— — 8 C N R AT 5 + L_� � ) « MIN. ESES PARATION I 1 N * - ® TO GLAss c *S W f HV LOCK I OPTIONAL ®•® ©•@-@.® (SEE SCHEDULE `� MIN. SEPARATION\ ��/�!qy.� — J (INTERIOR) ©+®on®.®ae�.� ON SHEET 11) TO GLASS ® " C7 - . (SEE SCHEDULE I N OPTIONAL \ I ow®' ON SHEET 11) (INTERIOR) / —. OUT � ------------- - —CONCRETE -- — --- ' 3 VARIES 16'O.C. ------_-- ---_----:- - * ANCHORS e " * I 90' ♦— ..... * " ® 9-/ �* •'y 0 U T 6 ,/r MAX. SLAB( I OUT (EXTERIOR) _ _. __ HVF** HVD All 41"" FLORIDA BUILDING CODE Non High Velocity Hurricane Zone EN ��L 02017 NLTECO,wC. 02017 EASTERN METAL SUPPLY, INC. Y - A.S.S.A. 1 LLE p ,N�. Accordion Shutter System * ; KV. MADE #) W/GR W/O RV. WINDOW a" ••., �� ,Q. TILUT TESTING k ENGINEERING COMPANY American Shutter Systema EV.M DESCRIPTION DATE DRAWN 8r, L.C. •Qj �' M.W.MN.A,Sb. Association, Inc. I OLD 15-0e5 7/27/1 DA,E: 07/27/17 '•• �••,• � 8355 305,NRpNV�GAftDETS,iLORW J318 ' Phone:(J05�71-1530.For:(J05�71-1531 4268 Westroods Drive 2 407 s�0NAL West Palm Beach, FL 33 s DRAWING No WALTER A TUM Jr.P.E. 4 17-107 FAY'' / P.E. SEAL�SIGNATURE/DATE FLORIDA UD. 44167 5 SHEET 6 ALTERNATE INSTALLATION WZHV -T" MALEIFEMALE "T- LQCKS CIENTERMATES CKERS U W BLADE eel: EPL^ CONNECTION DETAIL ON SHEETS 10 k 18 INSTALLATION n HV BLA OUT lz-. IN J �� � s 8LADEpSLACK DETNI Mir.wauTm m SKE1 S. WZ HD CENTERMATES /S WEU AS JHKRSµIL1MIRf0 BLADE OI DRNL NDU-NvO y((Q''�p�I/ Qo©•Q7 a BQ 10•®•� RYDICATED oN 71R sNf ET.wv BE VSEO WRN nus N_TE RKA SEE END WAIL CONNECTION JG�®o©• ©•©w Pi51 NL HVG NOWN IN iN5 NEST 1111\�(E%11%11 OETLLS ON SHEETS 10 k f e (eoerre NLm7 NJIY, ll'''��� F�t��ii'' v r_t) Nca•/(aJ f/s•�1»cvf sn' —————__ * — _'_— L_———_—_._________—_ _ ____—_ (PMSX(T1'P) ., f 3/a' ._� N 1 I -1 a alar (aN11s17rs.10iue[� �iDi'�e.iu alan'f% • " IN ".mJf7YM1P011 AT Er JNGLt(Tro) 1 ®1W T" IN 3 ■oiellE 5 I 3 LACK (INSIDE) 1 '+ — - i ..—_—_—..— —.—. __.�.—_ .—_—._ 5 1 r—i V v O Fel__i • OUT 31 a 2 31 an© 31 oa 31 a CJ 3 1/4" 0-20x 1 1/2" S.S.M.S. 35* (oPu+ul o ) W/ 7/8"/ x 3/32" WINGNUT. (oP1bKAJ7 HDB—HVB AUT HDC—HVC r I=.ON sNEET SYMMETRICAL HD CENTERMATE�0 HV '•T'• LOCK (OUTSIDE) SYMMETRICA ® L HD CE--TERMA_IU LOCK XTERIOR,1 W/ at LOCK (INTLRM) n�v* t smtfs 9a1a AILWIIM (20]1-T3 NJ017 IMCE RAKGE TNN ®�©'OW®°�®•®� Sf1QT NTSEIR.PART r w".EXT ©,©v AS MAWFACTLLWD B•'AVDEL CHERRY / \7 T 'PARSPKNI,NEW JERSEY ©•O7 •©a©•O•®M ]OSI OR EOLME. � 3 m *xE Nems oK 1Gaa Roos®.fug.«GN sNEc*s ---/� %—� **IKWfLL P1.W�NG 9/OE®ECTKI n00-NA 6 V/ WLLO TOR Nl CFNIFAWIES MPIGTgN4 WIM eIAIX O HDD-HVD** FLOATING STACK J}�JA. T FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' E • ®2017 EASTERN METAL SUPPLY. INC. �c 02017 TILTECO,INC. _ T �M 0.4 t ' I�LIE CON A.S.S.A■ Accordion Shutter System ttv. Li00E�1 w/oR w/o RV. NINIX7W IiJ40E Til1.l1 TESTING & ENGINEERING COMPANY American Shutter Systems flesca Pf" DATE DRAWN BY: (.0 ,( \ Association, Inc. 1 OLD 15-085 7/27/1 RUE: 07/27/17 O ?; - \\ N.TMA ST.'.1,.305.--..ROIMM JJte 4268 Westroods Dave 2 �.noA.:(50)87i-ISM.r"R:(3a5)871-1531 DRAWING No E+p1 .-NfR[9 a «uoa.�om West Palm Beach. FL 33407 s 17-107 •• •���'• /Al Rr�l+'+ WALTER A 7ILUT JP.P.E. A FLORIDA LK.►M/T67 S SHEET P.E. SEAL/SIGNATURE/DATE I 1 6 0 OF 20 ------ --- POURED CONCRETE OR - - POURED CONCRETE POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE __..._ OR CONCRETE OR CONCRETE REQUIRED / BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED CONCRETE ANCHOR --EXISTING GLASS / �^EXISTING GLASS - /^EXISTING GLASS O 18'O.C. 1�•�••--2 MN.. 1--r .. MN SEPARATQN - _-/-- -1 T'-Y MIN. EXISTING CLASS j-� • To 3/SS(SEE Tj ) r 1• i-) _ - j 11'.1 MN.SIFARATION MN SEPAFAM%J TO OASS SCHEDULE ADON S ANET, TO GLASS(SEE i( MN SEPARATION ED I I EO SRfAAE ON(SFEET 1/16'x3'MAX. 1ONSH EBLADE T1919 MR 15CHEIXRLBN SLEET i i TO GLASS(SEE I I FOR BLADE 0*0 (6083-T6)CONT.��� BL.•DFS®tr® mµ0 1 SCHEDULE ON SHEET (LOCATE AT�7/(�.}� ON�T 19 FOR ALUM. CLOSER -CN SHEET 19 FOR 11 FOR BLADEOAti ENHx SIDE\7 BLADES 0&® PUTE. (LOCATE ,/2•r..- 1 \ BUDF.smh Q� 1/j • ON SHEET 19 FOR DFS) AT EITHER SIDE MIN \ BLADES©@ Q� 1/2'MIN 1I OF /' USE I'OR 2'MAX. ..--! /10x1/2•S.M.S.�/ I 1 /10x1/2'S.M.S_, O 16'D.C. _—_-- ALUMINUM A8U)CUP ANGLE 8'X -___._O16"O.C. -<y I'' - (6063-T6 ALLOY)AT MIDH4y4 --_. (,) B1ox1/r s.Ms. Top(2)1/4'0 TAPCONS ANCHOSEE DETAIL %FCq-, WALL AT 1- O.C. (LOCATE) OR ( SEE DETAIL X FOR J SIDE CONNECTION (b OR � EITHER SIDE OF p) OR OR TO TRACKSSIDE CONNECTION SEE DETAIL X 1'8 7 w8 1 •®w TOTRACKS 7w8�•®w I10•® ff��,,�"' "' SIDE CONNECTIQj��°'�°Ap'©^p"1�•®w `10•®w©'�©'®w [/-�R®w©•uy"0.Ow L37-10l- -0`0O1 TO TRACKS l'7r`®°'0•�0. ©•O7 •©w©•�•®w l6�•7 6 O O•©o'O O`®'� 6 7 6 7 END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 END CONNECTION DETAIL U3 END CONNECTION DETAIL --V"" - POURED CONCRETE OR 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'_0^ -EXISTING GLASS CONCRETE BLOCK WALL EXISTING 4 REODURED -` L MIN SaVRAT01 1110x1/2•S-M. -.. --- '- • __ lO GLASS(SEE O 16'OZ. __ SCHEDULE ON SHEET - • LIN,sEVAIUTXxT Y ' --__-.-- 11 FOR MADE OAK CONCRETE \..1/2'MN. =ASS(Z - ____.___ ____ ©OR®OROOR ON SHEET 19 FOR ANCHOR O 1 ___ CONCRETE Bl/DE5 m h 12.O.C. 11 SHEET 19 FOR MADE�•wD OR)3 OR OR ANCHOR ' S F31,eCES &Fat 4 _.._ OC. _ 1/2 MN. ! EO ® ---------. OR _1/2 JLIN. - - _— EO -COR®OR(DOR 2'MIN. ["MIN. ♦ SEE U TATIONS OF USE FOR �/���/ y 1 5 "- BLADE�I ON SHEET 19 �OR®OR�OR�OR� �Ji.•_i OR PLAN OR Q� mow© Owl, ®w DEIAIL L POURED CONCRETE OR w�w©•07 wOwi(J0.®w --..-.....- --. CONCRETE BLOCK WNL t REQUIRED � lo•®wp•�„p•pw - 1 �®w©•�©`®w END INSTALLATION \_0.0•©-0.0•®w —© (D'®w©`O ®w (1 ) HV BLADE OR A HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL SONEC p•®w®.®w®,®w TION DETAIL(g) O ®w® ®w©® PFLORIDA BUILDING CODE(Non High Velocity Hurricane Zane ,TT •.'•\(•GLI �^ C2017 71LTECO, INC. 0 201 J EASTERN MFTAL SUUPY--.P,LLYYY, INC S _ A.S.S.A. * MILE C O INCL T. Accordion Shutter System H.V. aADE#) W/OR W/0 H.V. WNDIDW MADE '^� ••Q �� TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY, L.C. F nn Tt 5355 N.w.3bm.a.Rx.305.IMV-mwOeNs.ALDRIN 33'.0 Association, Inc. 1 OLD 15-085 /27/1" DATE 07/27/17 -.4-.-......mA•• 4.`1 Ph— (305)871-1530.Fox: (305)871-"1531 4268 Westroods Drive 2 VVp/O�AL����ej�pl/ld •-^>�m9.com West Palm Beach, Ft 33407 F., DRAWING No ^• •II' WALTER A TILR Jr.P.E. 17-107 Annr•� FLORIDA Uc./44167 SHEET P.E. SEAL_/SIGNATURE/DATE 10 OF 20 SCHEDULE 11 SCHEDULE M2 KHE I—N3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* -L+" AXIMUM SHUTTER SPAN*"L.+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTAL ATION FNn NTFEE5.® & ® Or or INSTALLATIONS W/ W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W ONE H.V. LOCK or 0 or or (`ENTI_RWTE 8, W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or Or L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE ® ® OR W/ NO LOCKING WALL A. ©, C. D, E. M, N, 0, P. 0, A.S.D. DESIGN PRESSURE RATING. CENTFRMA . 28® 29 W/ ONE W/ NO LOCKING RODS ® ODS MOUNTING F. K & L R. S, & V. IO-T" LOCK 30 W/TWO LO®K NG (SEE NOTES t.1t) (VAUD FOR MOUNTING 7 Q1, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP &♦♦BOTTOM EE /� SHEET 7) FLOOR/CEILING C. H. 1, 11, J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: '>�WD INSiALLAT10NS O CONCRETE&WOOD ('ONCRETE MOUNTING & M w4uuuM """'MV" 1 T - M""'Mw mSTALLATIONS GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING, CON"Aso DE" Aso DE9c Asn.DESIGe DETERMINE MAXIMUM SPAN 1+' FROM SCHEDULE. PP.Esww WALL MOUNTING F:00R/CEIUKG PRESSURE WALL MOUNTING PRMSM Fl.IX1R/GEEING MOUNTING RA1Wc MOUNTING k RA1x'c OR GIVEN A NEGATIVE I.S.D. DESIGN PRESSURE RATING, FLOOR/GDUNG MOUNTING (P OR MAXIMUM SPAN "L-" FROM SCHEDULE _-r._ (.ON-) fL00R MOUNTING t+ (nl L-(N) L r (Rj L-IR) L (Rj t (It) L 1 (R) t-(tl) O MAXIMUM SHUTTER SPAN "L+"OR 'L-' FOR 30 OR LES 76'-0' 16'-0' 16'-O" 16'-0" 30 /6'-0" 16'-0" ]0 16'-O' 16"-D' INSTALLATIONS INTO WOOD SHALL BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE --____ ._ - ----- - ---- 105 pat. A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND "L 35 14'-10' 14'-10" 1W--2" 16'-0• 35 14'--10' 14'-10• 35 15'-2" ,6'-10' 40 13'-10" 13'-10' 14'-2" 15'-2" 40 13'-10' 13'-10" - 40 14'-2' _15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR ._ —.- .....3, -------.----- --- COMBINATIONS IN BETWEEN WALL MOUNTINGS 45 13'-1" 3-1 13'-4 14'-3' 45 3'-1' 3'-1' 45 13'-4_ 4'-3' t HV CORNER CENTERNA E ff.3 MAY BE USED AT ALL ___ .._ ..-. ---- W/ FLOOR/CEILING MOUNTINGS: 50 12'-5' 12'-5" 12'-B' 13'-?' 50 12'-5' ,2'-5' 50 12•-3' 13•-1' MOUNTING INSTALLATIONS LOCKING SPECIFICATIONS ---"- """--""-'_- -- - SHALL BE AS INDICATED ON MANDATORY CONDITION #2 55 11'-10' 11_t0' 12'-1" 12'-1t" 55 IV-10' 11'-10' S5 It'-1_ 11'-i7' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE .-_ _ ___. ...__ NOTE 05. SHEET 5. 60 11'-4• it•-4' ,1'-7• 12'-4- 60 11'-4' 11'-4' 60 10'-2' f0'-11' RATING: ....._ __....--... ._ --......._ _.... _.-.._._ ..._.__.__- DETERMINE: 65 ,0'-10" I0'-10' 11'-1" 11•-11• 65 10'-10' 10'-10" 65 9'-5" Lll- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 7010'-6' 10'-6' 10'-9"_ i 1'-5' -- 10'-6' 10_-B' _ 70 8'-9' 9_4' 1.2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75-_ 10'-1" 10'-1' 10'-4' ,1'-i" 75 70'-1 , tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. BO 9'-10' 9•-10' 10'-0' 10'-9" BO 9'-70" 9'-10" SPAN Z+'OR 1-'M1U MAXIMUM AS.D. DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE. 85 9'-8• 9'-6' 9'-9' 10•-5" 85 9'-6' 9'-6• PRESSURE RATING FOR INiTAl1AT10N5 INTO CONCRETE RATING: _ 90 9'-3• _.9_•_3' 9'-5• 10'-1'.._ 90 -9'._3" 9'-3" OR CONCRETE BLOCK SI1All.BE U D U DETERMINE: 95 9'-0' 8'-9' 9'-2' 9'-10" 95 9'-0 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING U-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. -._..�.- ..- - -7- -- LIMITED TO +64,-72 p.s.f AND 8'-0" SPAN, SEE L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 6'-9' B•-4' 9.1--0" 9'-7• 100 8--9' 8'-4" MOUNTING&ON SHEET 7. INSTALLATIONS- 105 NSTALLATIONS los e-r T-il' 8'-9' 9'-{' 105 8'-7" 110 8--4-._. .,_7_-7' 8-7" g'-2" ._...-..110 8'...4" 7'--7" FINAL MAXIMUM ALLOWABLE SAN ! UAL H. „5 8-2' Y-' e' „5 =2" 7'--' SEPARATION TO GLASS SCHEDULE NiMUM BETWEEN 'U+', "La+, 'Lt AND 'lz-' 120 120 8'-0' 6'-11' (4) 00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-70' 6'-B; 8'-0' 8'-5- 125 7'-10" 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 T-6" -_6__5• 7'-10" 8'-1'_ 130 7.-e� -._6•-5• WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2' 7• 9' T-9" 135 T-'7" 8'-2" MINIMUM SPACING. 140 T-5• 5'-„• 7•-70- 7•-8" 140- -7'-5' S'-,—,= ASTM E-1996 SEPARATION --.. TO GLASS 145 7'-3' V-9' 15-5' Y-3' 145 7'-3• 150 7'-2' 5'-7' T-4' 7--0' 150 _ Y_-2' S"-T 155 7'-0' V-5' Y-2• W-9" 155 7'-0• 5'-5" 1 THftU 3 1" 160 165 6'-10' S'-1" T-0' 6'-4' 165 6'-10' S'-1• 170 6'-9• 4--Il- 6'-11" 6'-2' 170 6'-9' 4'-11' T 175 W- 4'-9' 6'-9• 175 6'_7" .'- 6' g- H V B LA D E 180 -6' 4'-B' 6'-8• 5'-10" 180 6'-6' 185 6'-5" 4'-6- 6'-7' 5'-8" 185 _ 6'-5' 4'-6- 190 6•-4• 4'-5' 6'-6' 5'-6' 790 6-4' 195 6'-J" 4'-J" 6'-5' S'-5' 195 6'-3• 4'-3' 200 6'-2' .__4'-2" G-<' f 51-3' 200 -....6'.-2' 4'-2' 205 6'_7' 4'..1' 6' 3:_...--9'-1�..... 205 6•-1' ,N FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone • �� T 452017 tILTFGO,INC. ®201 7 EASTERN METAL SUPPLY, INC. y'P '��GENSF'•:`'9 z -BERT ASH TM IL E C O� A■S■S■A■ Accordion Shutter System * KV. BLADE#1 W/DR W/O KV. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.He DEscRIP110RAW N own DN 6r:IaO:Y. L_G. 6357 N.w.Setn St,ste.SOS.WiCINM WIDENS.Rl1R0A 33t Association, Inc. I OLD 15-C85 7/27/1 are 07/27/17 R cn—:(306)871-1530.FOR:(30B)871-1531 4268 Westroods Drive 2 DRAWING No d e- ; West Polm Seoch, FL 33407 3 17-107 �SS�ONAL ENS'\ILII WALTER -0005 7 19r.P E. FLORIDA Lic.f 44167 5 SHEET P.E. 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MIN ' MMIMUM ANCHOR• SPACING (in) SCHEDULE FOR A GfVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESG! NEG9TNE PRESSURE R! NG AND A aRE904 G III TYPE FOR CONCRETE OR COMWE BLOCK INSULATI(k15 (six MOI;NnNGS E G.k H ON SHEETS 6 t 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PPOm OOMpETE/00"IDETE•LOCI POURED,OOIDIE76 (A) TO EXISTING POURED CONCRETE: (M,n. rt - 3 ksi) O WALL SILL MOUNTING ©CEILING MOUNTING H�FLOOR MOUNTING - 1/46 TAPCON OR TAPCON WIN ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min. rc - 3 18i) µ 9, ANCHORS SPAUNG LFCUTID - 1/4.6 a 3/4•ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY. (Min. Cc 3 Hsi) (� .._..NWAT1E -RA1MO ._ S0. 14�AE RAMC _ AlessmRATIM; -1 TMCON - t/4'6 BLUE TAP CONCRETE ANCHORS W/GAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.T't - 2 kfi) JO 40 60 75 90 120 160 205 30 40 60 75 90 120 160 20.5 30 40 60 JS 90 720 160 203 TAPCON CATH AWARDED - 1/4'6 TAPPER ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY 4 f0 B 6 14 12 l0 6 t4 , t0 9 6 THREADFOVAT TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATI011,INC. 3'-0• 14 12 10 9 8 8 6 6 14 12 10 9 8 • 8 6 14 12 10 9 0 6 f 0 ---- (Min.Fc - 3 ksi) .._... _...._.-.... _.... ALL POINTS SOLID��SET OR LESS 14 12 10 9 8 8 6 6 14 12 10 • 0 8 6 8 14 12 10 9 • 0 6 5 BLUE TAP W,/CAP NOTES: 14 12 10 ii • e 6 7 14 12 10 9 8 • 6 5 14 12 10 9 6 8 6 • -- AT) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER♦ 14 12 10 9 8 7 5.5 5 1• 12 10 9 0 8 6 6 14 1210 6 8 8 6 S - TMPF.R+ ANCHORS 5 1 3/4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0• 14 12 10 • 0 8 6 .e. 14 12 10 9 • 0 6 • 14 12 10 9 8 6 6 SS 14 12 10 9 6 0 6 4 14 12 10 0 8 8 4 " 14 12 10 9 8 6 4 3S A.2)MINIMUM EMBEDMENT OF 1/4'0 .3/4'ALL POINTS SOUC-SET ANCHORS SHALL BE 7/6'INTO THE POURED CONCRETE NO EMBEDMENT N IZ 10 9 8 0 6 45 14 12 TO 0 8 8 6 53 14 12 10 6 8 8 • w5 LM1�fAi10Nf INTO STUCCO SHALL BE PERMITTED. 1/4'I-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO i 12 70 9 7.3 3.5 3.5 - 14 12 a 9 0 6 6 S 14 / 10 9 8 7 SS 4 •SEE 5' OF USE FOR EXIST.AND I'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 0 S 8 5.3 14 12 10 9 0 • 6 43 GIME ON SIIFET,9 5'-0• 11 12 10 9 0 7 4 - /{ 12 10 0 0 6.5 5 33 14 12 10 8 0.5 S 33 3 A3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE FXIS71NG WALL OR FLOOR, 11 12 10 9 • 7.5 4.5 - 14 12 10 9 0 8 6 4.5 14 12 10 9 6 6 4.5 ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON - 14 IT /0 9 0 73 5.5 4 14 12 10 9 8 6 4,5 33 NOTES Al)k A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 11 t2 f0 • 0 0 f 11 13 10 0 8 0 6 5 11 12 1-0 -11-L!-5 S 3b INSTALLATION INTO OFS WrrH METAL STUDS SEE SHEET 20. 6'-0- 11 /2 t0 0 73 5.5 ] - t4 12 10 0.6 7 3.5 1 3 14 12 6 !.S SS ♦ 3 - 14 12 10 9 . 6 - - 14 12 a 1. 8 5.5 S . 14 1T' 1T 83 8 S 4 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 6 6S 8 3 - - 14 IT a 9 0 6.3 3 3.5 14 tT 10 8 7 S 4 - 1/4.6 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 1♦ IT 6 . 6 f4 12 10 0 • 7 5 4 14 12 10 6 73 FA3 4 3 - 1/4.6• 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT k SPECIALTY COMPANY. 7'-0• 14 12 10 0 63 ♦_ - - 14 12 • 7.5 6 4S 33 - 11 0.S 7 53 ♦.5 3S - - - 1/4'6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, RNC. 1{ 12 10 AG J 4 - 14 12 10 9 73 S.5 A - 7♦ 12 9 7 73 {3 - - - 1/4'6 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT k SPECIALTY 1s 12 7 - - 14 12 10 9 73 3.5 4 - 1♦ 12 It 7 . 4-5 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. B'-0• 14 12 10 9 8 &'U - - 14 12 10 0 8 6 4 - 14 i-2 -10 6 83 5 3.5 - NOTES: 14 12 8.5 7 S3 3 - - 14 12 8 6.5 53 4 3 - 2S 9S 6 S 4 3 - - ELI) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/GAP ANCHORS AND TAPPER. ANCHORS IS 1 1/4•AND IAPCON 14 t2 93 7.5 • 1-114 112 0.5 8 wS S 1 14 12 6 1 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1•. 13 63 6.S 5 33 - - - 14 112 10 0 83 5 - - la 12 8 6.s 5 4 - 9'-0• 14 12 10 9 f - - - 14 12 10 9 7.3 4.5 - __ U q 0.S 7 53 4 - - 8.2) M1N61UM EMBEDMENT OF 1/4'4 . 3/4'ALL POINTS SOLID-SECT ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOM NO 14 1.5 73 8 4 - 14 11 7 S6 S 3S - 11 8 53 4.5 3.3 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.6-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2 LONG MINIMUM SNOULO STUCCO l4 12 0 6.S a3 - - $4 12 68 7 &3 ♦ 14 03 7 5.5 6 4.5 - - EXIST.AND 1•MINIMUM FOR WALLS YIITII IO STUCCO. 14 12 9 7 6 4.S - - 14 11 7 73 13 AlS 10'-0• 14 12 10 9 73 - - - 14 12 10 6 •.5 5 - - 14 12 8 6 5 4 - - 8.3)IN SE THAT PRECAST STORE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR flOOR. 14 10 7 5 15 - - - 13 9b 63 5 .4... ]_ 10 73 5 4 3 - - ANCHORS SHALL BE LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 1a- ,t 73 33 - - - - t4 113 9 It S - - 23 93 0 S NOTES 9.1)k 8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR ETFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 0.5 0 S - 14 12 6 [71- 4$ 5.5 4 - 13 10 63 3 4 3 - _ FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. ._ ..'- --f- 14 12 f0 - - - - - 14 12 9 8 4.5 - - t4 &S 7 SS 4.5 3.5 T T-0• 1T 9 0 { 3 f 7 4 3 - - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOUMENDAIIUNS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14...1. 7- _ _ _ 14 03 7 43 - - - 13 8.5 5 75 - - 93 7 I.S - - f1 I.S 73 S - - 12 f 4 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. i 2'-0 14 12 10 - - - - - 14 12 8 53 - - - 13 10 6 4 - - - EDGE DISTANCE VERSUS SPACIING SCHEDULE FOR ANCHORS: 13 93 •S - It 6 S.Sd5 - • 0 - - - AIMUUM ANCHOR SPACINGS ARE VALD FOR EDGE 6STANCES INDICATED BELOW.FOR E.D.LESS THAN THE iNDICATED,REDUCE ANCHOR SPACING 33 0.5 • - - - - - 13 93 0.S 4 - - - 0.S 6 - - - - W MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS- 9 •3 - - 14 03 7 43 - 11 u 3 J - REDUCED SPACING OBTNNFD USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPICING uR01CATTD FOR EACH ANCHOR TYPE. /4 1x - - - - - - 1• 1.5 73 3 - - - /2 9 • - - _ FACTOR Ob 0 _ _ _ _ _ _ 10 73 S 4 3 _ _ _ 73 f.3 AL:TUAL. TAPCONWITHAOVANCtD TAPPER +""' EDGE TAPCON ALL POINT SOLID SEr BLUE TAP W/2.S 83 - - - - - - 12 9 6 4.5 4 - - - 9.3 J - - - - THREADFORM TECHNOLOGY MIN�ACIRG1 9.5 u s - - - - 0.5 zs - - - - V BLADE OR DICTANCE 6 6 - - - .._ ......_ .... .... MIN.SPACING-3 3 14 12 - - - - - - 1{ OS 7 }S - - - - 11 8.5 5b 43 - - - - E.D. MIN.SPACING-3• MIN. SPACING - 3 1/Z MIN. SPACING J' 3_ a 4 14'-0• 16 _ _ _ _ _ _ 9 7 w5 u _ _ _ _ 7 s ss 3 = _ BLADE POURED ETE k �pRm mNaEs aaHEIEE 8001 P9UfiW CONCRETE k POURED CONCRETE k PaffD7H ml1T7ETE 8100, 13 0 - - - - - - tt 0 Ss 4b - - - - 9 6.5 4.3 - - - - - lA HV WINDOW -ONCRRE BLOCK AEN ED•3 1/2'MN E0.21 CMINCRFfF BLOCK CONCRETE BLOGx w F0.•J 1 ED.•21 12 9 -. - - - - 9.5 7 4b - - - - - L 090 1 0 MIN. 0,70 1tt 11N 1.0 Y 0.64 1.0 14 - - - - - - - 33 10 63 - - - - 0.5 it 5 - - - _" BLADE WORKING MN EU-J 3 1.0 15'-0" -- - 2 1/2' - 0.71 1.0 - - 0.87 IA • - - - - - - - 0, 6.5 4 - - - - - 6.3 5 3 - - - - - IN UNISON ♦ - 10 - - - - - - - 03 • s - - - - - a3 6 . Y - 0.71 I S. - - 9 B.5 4 - - - - - 1 3/4• - 0.91 - - - 0,43 16'-0 14 _ _ _ _ _ _ _ p,5 p _ - _ _ _ 10 7S S - 8 6 ;.. - 6 a.3 J�- 6 - - - - - - - - - - - - - - 11 2• ass 0.35 LL - - - - - - - 93 7 s - - - - - 6 6 ......I- - - -* FLORIDA BUILDING CODE(Mon High Veto urricone one t0# Tz -- x2017 TILTECO,INC. ID 2017 EASTERN METAL SUPPLY, INC. a61�P'viCE1y CIiT„ �-T BERTHA M .. o is '� , ICI L I E C O � � � . Accordion Shutter System AS y : SAN.V. BLACEE#1 W/OR W/o H.V. WINDOW OAT T(WT TESTING h ENGINEERING COMPANY American Shutter Systems 06;V DATE 6Y; LC - TA7p Association, Inc. I OLD 15-085 7/27/1 GATE: 07/27/17 DRAWING No pm_:(los)e71-,s3o.F4.:(Sos)e7,-,s3, 4268 Westroods Drive z w L o-mo+:laeneo•aa.ea.n West Palm Beach, FL 33407 3 1 cJ'P� !D A.''��A X111 EB-DDD6719 4 17-107 U G� LI wrL R A 1ILUT r.P.E. �' �a� nDINDA 944167 3 SHEET P.E. SEL+ /DATE 4 1 13 OF 20 d � n N c u i m n a I W- 4 Za= U� 3 � N =t 3 .2 t � O I c G aei„ U� o o o 1 O _z Ow 0 j� a. 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EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE FR NORTH W/G:0.43(N.D.S.) EICEPIIOM:SEE NOTE 7 8Ft OW -SPRUCE PINE FR SOUTH W/6.0.36(N.D.S.) -MIN. 1/2-COX PLYWOOD(1186 APA) 2.ANCHORS TO HIM LOW CEUNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOIL.OWING ALL OF THE RECOMMENDATIONS AND SPECg1CAT10N5 OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone mmtll11,_�` �1.�- G2017 TILTECO,INC.VI 372017 EASTERN METAL SUM.Y. INC. :..' cENs�..,:gyp:s A.S.S.A. TM Accordion Shutter System KV.BIDE Z1 W/OR W/O KV.WNDOW BADE IILLR TESTING & ENGINEERING COMPANY American Shutter SystemsDESCgIP7gN DAtt - - BY. L.C. `01, Association, Inc. 1 OLD 15-085 7/27/1 OAte 07/27/17 Al`5 HM.}ISN.St_,51. NRGIIA GAROENS.FORD/,33+ PI- (.Y)5)971 4268 Westroads Drive x 5)e71 1530.ro, (3Ds)e71 1ss1 DRAWING No f"n ............. 11, .--I:vk-ft.- West Palm Beach, FL 33407 i {7 Em,OF►� w mmlEml WN iER L6-f1008719r.P.E. 4 17-107 V 1tl,H_F' FLORIDA Lic.If 44167 a SHEET P.E. SE/IC/S1dNA111RE/DATE It 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR D HV & (ISA HV* BLADES AS APPLICABLE SHUTTER + INSTALLATIONS WOOD WITH H Y SHALL WALL FINISH BE LIMITED TO 105.0 120. A.S.D. DESIGN 1 -9 FOR MAX SPAN A 1/4"0 TAPCON OR DESIGNPRESSURE RATING F UNISON r , TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - = -" 1/4.9 TAPCON OR W/ 1 1/2"Min. PENETRATION TAPCON WITH ADVANCED THREADFORM TEC14NOLOGY —T_.. .. --_-..-. .- OF THREADED AREA TOW/ 1 1/2•Min. PENETRATION OF THREADED AREA TO EXISTING I MIK SEP�� EXISTmG WOOD HEADER. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1 TO CLASS(sa QOR (SEE SCHEDULE ON SHEET 15) I r 1/4'9-20x3/4•S.S. MACHINE ,SCHmEt4Eg� I • ,-� tt FO SCREWS W/1/4'-20 NUTS �.� ' O.C. I ON WET 19 FOR v 7! \ / T•Mrt,. EXISTING IBLADES y GLASS-- A Q) 3 { $ { I I, ry Z I WALL- - FINISH I( I ti�L ✓-ORf10Nn1 �F; EXISTING MIN. .' FINISH • �_..©OR -_2'x4'WOOD • _ EXISTING MN. I HEADER REWIRED -@OR ® T ..._2x4•WOOD j HEADER REQUIRED �. 1 1/4'0 TAPCON OR TAPCON WITH ADVANCED EX151NG I tN SEPARATION i I 1 1 --THREADrORM TECHNOLOGY W/ 1 1/2• GUkSS­-j SC1TO�lA W SHEET EXISTING MIN.SEPARATION TO GLASS I I S -,� Min.PENETRATION OF THREADED AREA TO 1-- EXISTING I'^— (SEE SCHEDULE ON SHEET 15) EXISTING t1 FOR&A9E 6j AND (SEE SCHEDULE ON SHEET it)- .' - .`( I ON SHEET 19 FOR GLASS'y ._.. _ .. �_2•.4•CONI. SILL 1 &ACES T,h0 t _ ._._.__ ._ PLATE REO•D. ON HV WALL HEADER INSTALLATION I I 0 HV WALL , ILL INS �M HV WALL HEADER INSTALLATION I I IION -F --hi. — — -- .......... EXISTING -.------- MIN. SEPARATION TO GLASS 1 I . SEPARATION TO EIAS1 -_ll GLASS —) �, EX (SEE SCHEDULE ON SHEET 11) 1 (SEE SCHEDULE ON SHEET t) ISTING 2'x4•CONT.-r � MIN. SEPARATION TO GLASS I \J GIASy F EXJ , WOOD PLATE�(SEE SCHEDULE ON SHEET 11) - REO•D. __ L i MACHINE 20x3 4"S.S._ / o H = 1/1'9-20x3/4.S.S. MACHINE SCREWS .. 1 1151t2NG 1/4'-20 NUTS .I I .... •�l..tir MACHINE SCREWS W/ I I' • • i O "O.C.—, _ h wALL � .- t/4•-2o nun o T2" J I I 1 FINISH O.C. .- _ WO 2'x4'COM. � o - WOOD PLATE I T 1 d' - LE 0--. REO'D. - ( • --1"Min. 1 'I 1-Nin. -P 1 \ \ \ t/4o TAPCON OR TAPCON WITH ADVANCED a --� ® 1 i TiREADFORM TECHNOLOGY W/ 1 1/2• I _ { F 2'x4'CONT. \ Min. POIETRATIDN OF THREADED AREA TO y 1-1/4"0 TAPCON OR TAPCON WITH ADVANCED `• 1 ---SILL PLATE 1 EXISTING WOOD HEADER. THRTAPCON OR roll REO'0.' M;n.PE ERA TECHNOLOGY w/ t/2 -. F ` _ ISEE SCF1E'WLE ON SHEET t5) : N(n.PENETRATION Of THREADED MCA NTO VLYWOOD � THRTAFACEAOFORM ON WITHAN TEC NOL GY ERET 4 FOR ASSEMBLr. ��(SEE SCNEOIAE ON SHEET 15) ExISiING MIN.Yx4• YIN CD>?, _ WALL FNHSN STUDSO1COM INEI 6.O.C.MAX. PlYW000 REO•D. •� W/ 1/2"vin.PENEfRAOF NTNINEG SECTIONS CAN BE 1/2'MN.CDX PLYWOOD REO'0. REO'D. PLYWOOD TO BE WALL FINISH-�(SEETHRE'��DULE ON AREA TSIHEET 115jD ANY INSTALLATIONN ANY WAY. ®HV WALL SILL INSTALLATION -EX`STING MIN. 2'x4"STUDS O 16'O.C.MAX.REO•D. ATTACHED TO STUDS N PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH vnrH SFC`10N 23oB of THE rR.c SECTION 2306 OF THE HV WALL SILL INSTALLATION ♦5[E uMTjATIONS Or LICE of P�HV WALL SILL INSTALLATION F.B.c. el DoE ��DN sI SHEET(19' FLORIDA BUILDING CODE(Nor, Y A„SSSS Non Hi h Yelnd( Hurricane Zone ol`,EItP�•(E•R ..•,lk!�l 02017 TILTECO,INC. 02017 EASTERN META SUPPLY, IN(; L10EryS�.• v o 1 TM 1 L ECO I NC. . . . . ASSAAccordion Shutter System FLV. BLADE g1 W/OR W/0 FIV. WINDOW BLADE /� TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems Y EV.N DESCRIPTION DATE DRAWN OY: L.C. �j AIE j * Association, Inc. D_o is-Des 7/27/1 DATE: o2/v/n 615 NM.M6 .A.A• 305.WAGxIA GARDENS.FLWDA 33 P Peace.(305)871-1530 To,:(305)071-1531 4268 Westroods DrSve 2 DRAWING No 0 •-mac 11n.mo•a.oan West Polm Beach, FL 33407 3 ;e^ST' •.• RIDS: �, ,+ EB-x097,9 4 17-107 �••• SITU` WALTER A TLLIT J P.E. FLORIDA Uc.I'44167 5 SHEET 6 OF 20 P.E I /SEAM f t1/DAT= INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0-1,, HV & HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BUME C1� ONLY SHALLD T 1 f. A.S. SIG SSU ATIN T 19 0 MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 1/410 TAPCON ORf0-- EO 2'MIN.__ TAPCON WITH ADVANCED 4`x8'(Min.)EXISTING - ---- - �- EDGE(IF APPLICABLE) THREADfORM TECHNOLOGY WOOD BEAM REQUIRED. ._ STRUCTURAL ADEOUACY r--- -.--/---- -._ W 1 t 2'Min.PENETRATION \ ' 1/ILLIPS x3/4`5.5. OF EXtS7ING WOOD BEAM < ! Of THREADED AREA TO ' f ! 1' PHILLIPS TRUSS HEAL) TO BE CERTIFIED BY I EXISTING W000 HEADER. MACH NE_SCREWS REGISTERED ENGINEER OR EXISTING W000 __ .._... 1' ) (�E NG SCHEDULE ON SHEET 15) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EO----(--EQ--"- _.. TRUSSES OR Vis, Q-7-F. �'O 12'O.C. `' / I�fllld —) 19 SHUTTER INSTALLATION. 1/Y 1 T RAFTER 0124' 0 C REQU RED ,.J TAPCON WITH ADVANCED E.- (6063-TSS.M.S. _.-._ ___.-_EOEO-.I fr '_..—_ .._ 1 4"o TAPCON OR "+ 1 OR 1 / -- .2 EXISTING SOFFIT .257` THREADFORM TECHNOLOGY �w 3/4`Max. THK. Max. W/ 1 1/2"Min. PENETRATION i j I n i 51 OF THREMED AREA TO 14x3/4` �. ..... 1x141/8 CONT. ALUM. TUBE 3 `-OPTIONAL EXISTING WOOD HEADER. (6063-T' ALLOY)RE l SO-V O.C. I EACH AF LAG SCREW$TO M (SEE SCHEDULE ON$MEET t5) I 1 Or ®Or EACH RAFTER CRTRUSSOF Q O( I S I LOCA7E lAG SCREW$ATMIDWIDTH OF EXISTING WOOD 1 MN 2"x4' MEMBER.(2"Min.NOMINAL EXISTING--1 HEADER REO'D MN.SEPARATION TO GLASS ' OPEN T AST-/ WIDTH)W/ OF IHREPDED GLASS Ilr...-._.__.--.— - EXISTING 1 (SEE SCHEDULE ON SHEET it)-- CLASS—, - S/16'0 lM SCREW 1AREA D FOR I AT CENTER OF TUBE. L TIONS WITH 72pO (.__ __.._....__.�..._...._. ......� I . MAX.A.S.D. DESIGN LOAD AND 11N SFPasVJ10N EX61WG MN.4PWIARCN •(T 9'-0 MAX. SPAN.THIS (0 HV WALL HEADER INSTALLATION �(gT N GLASS— W iM155(SEE INSTAL-ATION IS ONLY VALID "N tt FR+BLADE tpwo a'I%'7 FOR WOOD W/MIN. SPECIFIC I OI 9EIT 19 FoR .O OR .�.11 FOR NAM 19 FDA GRAVITY GRAVITY OF 0.50 AS DOUGLAS J aAD6m0® I BALES,1, ♦ FIR DR SOUTHERN PINE No. 1 1-SEE SHEET 4 FOR iYPK:1L SHUTTER ASSEMBLY --. I GR ® OR EIX1K. 2-MOUNTING SECTIONS CAN BE COMBINED OT HV CEILING INSTALLATION `--....... _ "�" - N ANr WAY TO SDR ANY INSTMUTIDN. U`HV CEILING IT ,! E--------- .... rr paa s�srwsa�N '�OR ��♦ � 1 MN. SEPARATION TO CLASS ON sw SEP lI— (SEE SCHEDULE ON SHEET 11) ON SEIM 19E��R ...J TO EXISTING 1 _.. \, BALI k;0 � i(ON GLASS...1 — , _i I MANCHOR II � I LOCATION EXISTING II I � 3/8 MN. II x3/4"HEX CII 2x6`MIN.WOOD_ —WASHER MFM TEK ( DECK REWIRED / -Q OR 2'.6"MN. WOOD SCREWS O 12`o.c (NU FINISH DECK REQUIRED(NO � D) FINISH ALLOWED) _;J EDGE EDGE Or DECK 18 �O_ EDGE OF DECK - `.. -. - - If APPLICABLE .�.- Q-'•I ,�,.�..� ., APPLICABLE .� _ IF APPLICABLE \ 1/4"0-2Ox3/4-S.S .._. -.. D -" 1/4'0 TAPCON OR `PMIWPS 1RUS5 HEM '-2. T"Min. ._.. ...._ __._.� 2"x4'CONT. TAPCON WITH ADVANCED MACHINE SCREWS -- — 1/4.0 IAPCO/N OR TAPCON WITH ADVANCED ' THREMFORM TECHNOLOGY W/ 1/4'-20 NUTS THREADFORM TECHNOLOGY W/ 1 1/2'Min. -2"YWf--- 4SILL PLATE 1/4'0 TAPCON OR TAPCON WITH ADVANCED TNREADFORM -2"MIy REO'D. OF 1 1/2"Min.PENETRATION O 72.OC TECHNOLOGY W 1 1/2'Min. PENETRATION OF THREADED AREA TO EXISTING TI THREADED OF TING WOODED AREA E AREA TO EXISTING WOOD HEADER, (SEE SCHEDULE ON SHEET 15) AREA UL EXISTING WOOD HEADER.(SEE . —EXISTING W000 NEMER. SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET ,$) ♦ sEE uM DDp`of usE FOR X�.E{V WALK–OVER INSTALLATION HV WALL SILL INSTALLATION B T7N^lINOF (W I HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone a/T1. 02017 TILTECO,INC. 402017 Fi1$T[kN METAL SUPPLY, INC TL E C O INS. A.S.S.A. Accordion Shutter System * N.V. RADE#1 W/OR W/0 KV. WINDOW RADE 7 * American Shutter Systems - DESCRIPTION DATE DRAWN BFI L.C. 1. TILLIT TESTING h ENGINEERING COMPANY p Association, Inc. I OLD 15-055 7/27/1 DATE07/27 1-7 •• ,c �� •Q �' 6355 N.W.]ION.St.,SAA.3e5, CARDENS,FLORIDA 331 FheM:(105)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 'y�L3s+•1'••.....•• >a• .-moll:ilft—wa.00n� West Palm Beach, fl. 33407 3 DRAWING No L EN�'�..I' WALTER A TIWT1Jr.PS 17-107 P.F. SEAL/SIGNATURE/DATE FLORIDA Lic.►44167 5 511EET 6 7 OF 20 END INSTALLATIONS J1) HV BLADE OR (ISA WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'w'wN NMO SIIIDS RCO't a•,i YN N'00(I a'.i Yw. ._SNOS REO'0. 11000 S.. 1/4b TIPta (AS,I41iG181S) \ /[-� NIP10P•f•OC ♦ Yw. (AS�CAMp \ / 411105 a Ev6RNG GLASS i C," t/+/a• rr :w�frt I PL Y r1D .• YvI\ SR104 CST , ..EXITfIC pA55 \ ,•-Ey61Y4 CLASS � / \' CnTRIG GLASS w / 1 �Rrfvl PLS•. res SrPNArla -1/2'Yw.CDr -...._ _-_. TO OAS$ISM ro aAss(sQ a sett .. 1/2•wN cO. ,Ona(ss 1,reR aA¢tuwo a,woo�. ,/,e•.3'YAS. wu_... 11 is FalaosNiro somaiRAW TAN PtrROw. 1: a neer w 9 t6t63-r6)COM. i1ruSH -/a"Yw.CW a IRWM 1f raR r it 1rA fWr fL`Alb +/a' �1 tm BASE tits' BAYS((`• LAn CLOSET 0.1'RaOb. rim•® NKL J a 96r Ir RSr I- Ov 9•F'1 la ra t 1NL Pun aOurE 1Z' - , ' east[a S9 _ - MA�Es.1•rq AT[RNCR S5^��C NN,� /learn• Y / -—- (,t rsu A.2}a•/e -r f 0.G /10.1/a•S.M.S. sb. J NuuwY 0..n YRaE _—- ele ea 4 n•sy OR®• SU DCTAI x V V7 m+•n ION ®e DErwa x roA L'OR Jr s� 70 SIX wAas sc AIL X FW� j �-©.p�p.ia•p. SncCtNNECTIox l8®:_G_&t%L �}'®•G- a RAas ®(I-© (3- J- D.GRfl.GR�.Lt. `�.,;.®® •.,'�.p._ �i•G- Cy-�®• t6 a-i�•fi•,?,•p- �•G-�+l�1•G II' O O-®•Q 0.0 Lr•OM ,G-;II.G 0-0 II END CONNECTION DETAIEND CONNECTION DETAIL C` END CONNECTION DETAIL 49) END CONNECTION DETAIL (0 G LASStf •REGufikL LMY rpl SPYIS GNCAIkT.rN,N II'-C' 4ASS ri MAD -el•y tArKOr.,rYikORS t/•Y TOWN ArDO*-MIN., IOiI(f/!�� S .S. r/, a•YN. !I In• S1< C. Y �rNlsflG OLA55�� �PFr2lrunON a la'o.t. 14111ETRAiIOR•tY o.0 ♦ SEE LIMITATIONS OF USE FOR le.elvekrlot +/a'wN. ��' "MIXON BLADE!`-A ON SHEET 19 an,ea m:wN tn•IM« .' �L \, 1 � __ D' 14 ;�pp • 5 \ /�• w. / AOR Q� 4 -6 ruR�Bu'cao+ (� 1�3RORn3Ge' Y1E1!!LY Q'G•�'tSJ.�.(I�.G. _rat r«e .• leeu .woa0 o _. -Q4 p•Ci-O®-G- JUN 0.Fy.R�.L4-CJ r,•{s.fi(�•N3 Cf O O-G(t-G•(: DETAIL X END CONNECTION DETAIL END CONNECTION DETAIL ,1 FLORIDA BUILDING CODE Non High Velocity Hurricane Zo-Ie'l f511'�P\'••,......,,•• �,, 920+ 1IL fFr_C, NC. X2017 EA$TI:RN METAL SUPPLY, INC V�� ' vCENSF•.•'i9 BERTHA HT HT IC O �N�• A.S,S.A� Accordion Shutter System H,V. IXADE #1 W/OR W/o RV. NWNWW a" TILLIT TESTING t ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTIDN CAU DRANK BY: LC, Association, Inc. I 0:D t5-085 0AX 07 1 I rz v 0••, 6355 N.R.35. Sr Stn `O5,0RGlNA—.04.rl, a 3316 1 / Penne: (s05)07i-1530 ra. (505)011-1531 4268 Westroads•(Rave 2 33407 3 West Polm Beoch, FDRAWING No ••'•�4Gr •-.Rw.Tat«oNoa.r.or.. I. sS��NAENG LE13-00"719 _ 17 L WALTER R A.TILL.1 dl.P.C. ` SHEET P.E. SEAL/SIGNATURC/DATE R�0LC./44167 s f IS OF 20 „�� ��;;�� �(��1 + �•+��t • r�NFRu L ATIODL ANO CONDITIONS OF USE FOR BERTHA (,)HV R11”AMMM SHUTTER WORICING IN A ° y' `/ 1 1.MAX A.S.D.DESIGN PRESSURE RATING: +110, - ,1D PtT. ....__....... I 2.MAX.SHUTTER SPAN:96' S.ALLOWED MOUNTINGS:A.D.G!MON SHEETS 6,7:AS WELL AS MOUNTINGS M.0,T.U/�W W ON(SHEETS 166&17/7..��I SYWE.Q.(L /POSING TOIL DPP04 ONLY CENTERHNTES BOM W 4 OR ARE ALLOWED YATII i INA OR OP U T.IN CASE OF NG 41,NA'�S �yUST DE INCLUDED ONLY AT EIMWOR ACCESS SIDE OF hP.EA Ern • I 5.(A) WINDOW BLADE 13 SHALL ONLY ALLOW A MA1oWW OF 5 OPENINGS / (3'9 HOLE'S)FOR©PER AT SPACINGS SHOWN ON SHEET 4. MAA. S WIWOWS A (OF ANYa)mIN*3'0 HOLE EFOR�SHALL BE 2TOP on 0M EDGE OF Nv WINDOW BLADE 1O ALLOWED AT L4V A✓i WINDOW BLADE (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BIADDEE fI H (D)NV WINDOW BlAOE tO MUST BE USED ALTERNATE TO A SOLID LNV MADE 10 A THROUGHOUT SHUTTER'S WIDTH. (E)CEjQFRMATEs SNN1 ALWAYS BE,INSTALLED ADOCENT TO A SOLID HV •i _ �q�6 BLADE , AT OTHER SIDE OF THEM, (F)POLYCARBONATE HV WINDOW By SHN.L BE INSTALLED SO TfW TABS FACE SEE END RR R THE R/TERIOR OF THE OPENING BEING PROTECTED.HV W�NIIM 1�MUST BE CONN ECTION Y ONLY INSTALLED AND LOCKED USING A HV SETING TOOL PROVIDED BY ASSA. DEIAH.S ON SHEETS - I s INC. 10 A 16 T'P. I , N FULL Is TY.""'- , �Id 6.SEE ANCHOR SPACNNG SCHEDULE FOR INSTALLATIONS ILEO WOOD FRAME r 1 B A BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P 1 A 2 ABOVE). t �^ 7.SFE ANCHOR SPACING SCHEDULE FOR 94STAL1AT10N5 INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 @ 13 AS UMETED BY U. SPAN AND DESIGN LOAD(SEE NOTES 1 t 2 ABOVE). !c + S.MINNUM SEPARATION TO GLASS SCHEDULE.PER ASTM F-1996 W�4ENT5) TOP h BOTTOMW Lr�Y av�4a* 6 7 WIN ! D 1Ow MIYMUM SEPARATION TO GLASS D N � t_3 t"J' .I L''---. --- _ _ D WIDTH — -- .___ _.._ __.J , ,ARU 3 ,• ELEVATION I'HL w`**`Mi10N Ta a� - EXISTING cNAss — sEE SCLEDLRf aN sNFEr„Ern BADEQ 4 015' ...___. IN t✓IA 1 SY CENTERIMTES ,Q W/1 ,Ao W/o (s NOTE N AINNE) PSN—' TYPICAL J-) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE I[A SHUTTER* N+NpNNYAA!f^S t,' FLORIDA BUILDING CODE(Non High Yelociiy Hurricane Zone 111TTCC.:N:; ©201/ EASTI_RN METAL ':UPPLY, INC BERTHA HT. 11 L I E C A■S■S■A. Accordion Shutter System * RV. Iii" (/t W/OR W/O FIV. WINDOW BLIP (�1 American Shutter Systems Ev.N DESCWPIION OAn DRAWN IH: L.C. .q 1T TIL IT TESTING k ENGINEERING COMPANY 9�•, f Association, Inc. I OLD 15-OaS 7/27/1 DAYS; 07/27/17 .• F 1115 N.. T61H.Sl.Sl•.'05.NRCVY4 GARCONS.-- fl fi P' �' Fnone:(TOS)87t-1530.Por (305)871 1531 4268 Westroads Drive 2 m•c taicoeaaccn, West Palm Beach, FL 33407 3 DRAWING No - ss/QWAtE��' EB-DOD6;,9 17-107 • ---. N'•, WN.MR A. AL1,r :.E 4 FLORDA Lic. 44167 s SHEET P.E. SEAL/SIGNATURE/DATE 6 F / INSTALLATIONS_ W/ ,,1 HV BLADE & HV CENTERMATES ® —+Z�•Mo..— Yin-ASTY2A 6 GRADE 40 n. VARIES - --- Min.G-60GALV-STEEL 2-M...METAL STUDS AT 16'OINTO METAL STUD WALLS .G. W x'36 d.o * 6 ao ® 114"e NOMINAL I tn. -W / -® GENERAL UMIT6TIONS AND CONDITIONSF USE ALUMINUM SLEEVE -- - --� FOR BERTHA(1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY / 43c 430 fZ _ SYSTEM INSTALLATION TO METAL STUD WALLS Lt 3/4,6 1 .'•D.D35"tWOx Yin-� CONT.GALV.S1EEL rRACK G ICL.i O 6`O.C. O 6'O.C.^. ,I I AST1,A-653 GRADE 40 Y G-6o I --� --- Y----t SEPARATION TO GLASS SCHEDULE ,_. . ._3.000'--- GALVANIZED FASTENED 10 Si,lOsIr,' W/(2)/6•,/Z•TEK SCREWS ON I EXISTING FINISH 1. MAX. A-S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) ,--VnIDlulR 2HUTTER SPAN: 84 wTEF60R•EXTERIOR FACE . MAX.. " WIND ZONE MINIMUM' AS APPLIGB�E SEPARATION TJ{3< �ENO1N + I- io CLASS 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TO GLASS EXISTING oEA55 (SEE SO4EDUIE) 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED I rHNL -3 1^ ® Z4"0-20X3'4�BC)LT (TYP-) WITH 21 ARRANGED A S METRICAL LAYOUT, MUST PENETRATE 3c 1- I e USE 0 (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE 4- I EXISTING nNISH t INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373.7 1 3/4',5 1/4' 0.035'TrNCK IFn.I 250• .OSO- cart.GALV.SM,TRACK oLAroEL.; AS APPL1CAeLE i CENTERMATE. �1_ I' ASTM A-653 GRADE 40 Yin.G-60 I ' —L..__v —T• GALVANIZED FASTENED TO STIR" —� W/(2)ls.l/2•TEK SCREWS ON ; 43c 1 43o I r------ INTCRKIR A fY1ERXW FACE ; O B'O.C. 1 O E'0 1/4-0-20 THREAD'-E - ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 4 j ]�4�0 ELCO CONSTRUCTION WI °�+ I _ 1/2" 12 `�-� CENTERMATE 21 APPLICATION WITH BLADE 1 O PRODUCTS FAB-LOK HD 43b .6', 1 1/2•,O.D35'TN" VARIES. ® 6" 0C. COMPONENTS M., ASTM A-653 GRADE 40 2-YBi. Min.a-60 GALVSAT ItrSTEEL1• _ - (IAS WALL HEADER/SILL INSTALLATION -EXISTING FINISH AS APPLICABLE SCALE: 3/e•- i- METAL SN05 AT 16'D.C.OMin. (T9. TOP t BOTTOM) .. ___ Nom_——_._ _— — ——__-�•A_. — __ _.L — 1 3/4', 6 1/1-:0.035'THICK Min. _ _zEXISTIHG OLA55 [_ _ _ _ _ _ .CONT.GAIL STEEL TRACK CWWNEL• t ASTM A-653 GRADE 40 Min.C-60 ----- •---`�-------- .-^^• -x' -_'-' FASTENED T°STV GALVANIZED FAS S 0 �3a 43b 43c I SYMMETRYCAL SYMMETRYCA.� I J W/(7) X6.1/2`TER SCREWS ON MIN. GARAIKJN VA2' INTERIOR h EXTERIOR FACE CENT MATES W CENTERMATES W,[ I To cuss r ' EXTERIOR ACCESS SIDE L INTERIOR ACCESS SIDE t (SEE scNlow e) Mu.. 4 --- ------- ------------------ ------ --------------------- -=- ------ --=- -------=------- --------- --- -- ----- -------- --- ---------- (TVP_) IN4 - IN ' _ ----------- ---- ------ ----- — 24 -------------— --- _ ------ ------- -- -- _ — ------_ --- ------------------ -- -- =_—�— ----- -- -- -- ---�T. Y -- =�--- 1 1 1 21 1\ /• 2 nZ 1 --(21) 1 LOCA D AT IT"l1 I \i -(6•Min.) -- -_`•.- 24 ____ Nv HEADER/S1 ENDS VIEW Y % - - =6 1/2•(Trot-._-_.- - 7•_.--... BLADE SLACK DETAIL HVF_ ....__...7 - l`_FJ �� A 3 1/4'(TyRJ �� _ �� I_-_e 1/:' MAX ``Ai-K FLORIDA BU SIDE CONNECTION TO TRACK (Core-) _ BUILDING CODE(Non High Velocity Hurricane Zone FAT T! C 2017 ASTERN METAL SUPPLY, INC. ��� .,•,,,/A/�'I _ ('-2017 TILTEco.INC. �CEBERTHA HVT "s'''•. , — Accordion Shutter System ✓ 1 I L E C O I N C. A.S.S.A. TLV. BLADE/1 W/OR W/0 KV. WINDOW BLADE TILUT TESTING k ENGINEERING COMPANY American Shutter Systema ,N DESCRIPTION DA DRAIN er. L.c- bus 4R.TESTING se. ,es,GINE RING MPA J3, Association, Inc. T OLD 15-085 7 n I Dan: 07/27/17 eTATT AF ar 4268 Westroads Drive 2 Phone:(305)671-1530.Fo, (305N171-1531 DRAWING No . � •-man:,a,•c•oao.o� West Palm Beoch, FL 33407 3 �Ao'•'��OR10?. '��',' Ee-0006719 4 17-107 `.�qq'�•. WALTER A.TKL'7 Jr.P.C. P.E. SOfCREfDATE FLOReu Lc .4,67 5 SHEET 4 20 OF 20