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Home My WebLink AboutProduct Approval CHURCH RESIDENCE 6654 Caviota Ct. Fort Pierce, FL 34951 OPENING WIDTH HEIGHT #1 62.75" 70" #3 82.25" 70" #4 43.25" 46" #5 82.25" 70" #6 170" 92" #7 82.25" 70„ #8 33.5" 84" now.(;—+r BCIS Home f Log In User Registration f Hot Topics € Submit Surcharge I Stats&Facts Publications Contact Us ' BCIS Site Map ; Links i Search I' Product Approval Ora :Public User Product Aooroval Menu>Product or Application Search>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 bfeeley@easternmetal.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. El Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-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 _piessures, -___ 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retainedJack 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM AS Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDI Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South FloridOther: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 locking Evaluation Reports rod configuration for the HV1 blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM AA.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC. DRAWING 17-107 PRODUCT OF EVALUA for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT.PDF working in unison.See sheets 7, 11 and 20 respectively of Created by Independent Third Party:Yes tallation drawings for ther spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Neut Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® W ©� M .2ENERAL (VOTES: 1.BERTHA M.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.S HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(60h EDITION) OF THE FLORIDA .BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HU RICANS ZONES. DESIGN WIND LOADS SHALL BE OETERMINED 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(AS.DJ 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(1)BF �A> BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS.P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NZ USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V_ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPIC SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D (0214.01-03,#0715.61-03,¢1004.01-05, #1214.01-05,#0317.02-06.00609.01-10 AND-00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2' HV BLADE C1)AND HV Wi QW 13LA DE i(1A AND E-1096 STANDARDS.(MISSILE LEVEL D.WIND ZONES J,,2&3)&.#1220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE)' -HV WINDOW BLADE Q)(0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND f 0725.01-68 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.HV BLADEO AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL IJMITADONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3, BERTHA HY.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75"AND#14x1.75"RESPECTIVELY, 410-HY MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0.kat YIELD STRENGTH AND 180 ksl TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEIVTERMATE ALTERNATING DETAILS 14V SHEET 9 COATING APPLICATORS,RE06 ERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON.THEIR HEAD, 4.ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 3D.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1^6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET IT 6005-T5 ALLOY. .- . ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS!SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50DIS WITH SO W MIN.YIELD STRENGTH AND 90 ksi'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 SHEER 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ALSI 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 Q 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 1U&Q 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 SYSTEM BEARS A U.S.PATENT 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S,PATENT/5458,179 ISSUED TO EASTERN METAL.SUPPLY,INC. AREA 3, LiV WINDOW B AD t ONLY 9.IT SNAIL BE THE RE:SPONSIMUTY 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/RAJN 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 FIV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. ARE6 : HV WINDOW BLADE t 1 7 ONLY 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,LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE T2.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(0)THIS P,E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES 140T PROVIDE INFORMATION FOR A.SITE SPECIFIC PROJECT.Le,WHERE TFiE SITE CONDITIONS DEVIATE FROM THE P,E,O: (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT,BASED ON THIS P.E.O.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALT.. 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.ED.WILL BE CONSIDERED INVAIJD 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 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 RENEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL.ENGINEER OF RECORD THAT PREPARED R_ FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zane 10 y 1r'` IT�a 02017 TLTECO,INC. 02017 EASTERN METAL SUPPLY, INC. � ,�`�,�. ��'CEP�S,�'•:`��f'� /� „_I„_ BERTHA HVTM Accordion Shutter System A.SAS.A■ wv e(noE#t w/OR w/o H.V.vMrlonw BLADE .01 j f� Am9C1Co1'T Sl"Tutter �Jysiems LV,N DEScaIFROH DATE DRAWN BY: LC. AL.iF'{' TILLIT TESTING ENGINEERING COMPANY +�' v Association. Inc: ol0 15-0&9 7 27/1 PATE: 07/27/17 �-� ' J!4t�>. '5355 ILLY.76th.SL,sle 0A MRON A GIROM,FLORM JSi6 F AVITIV f Phan.:(305)871 1530.rax:(303)671-1531 4268 Wes#roods Drive 2 DRAWING No i� �0111v e __j: 1 Lu�oom.com West PQIm,Beach, FL 33407 3 f +4 g{•��.p••j t EB-0006719 17-107 `_�V7�AHf F16Lfii WALTER A.TIUAT Jr.P.E. 4 V FLORIDA U.. 44167 ^ 5 SHEET pi,SFAtStFNAt)REJ(?ATE L t OF 20 I I _ X.MR*vvowVARIES 14 1' '916, 1 Mm r jo, r�wv 4.3711. 1`'04 �._..._ 4365" -� = f 1 'm+'g• p'r. - C -1 �1 HV SOLID BLADE5 051 STARTER 3G'HV UNIVERSAL FWATER QUALIFIED FOR USE W1 QUALIFIED FOR USE W1 HV BLADE(D COVERED458179 ( HV DIRECT MOUNT HV BLADE CA HV WINDOW RLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FORW/ KV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE BLADE @ ON SHEET 19 6063-TS A 7TEMPER :124- 6063-T6 ALLOY AND TEMPER 2.670' 11�yp 3,556 o' ,670*1 .226- 72 842 o 4697 4.436' q.jl2" L I-�75 � ........-•.;.-....----- a. HY ADJ. ADAPTER W/UP J12'. _ C7 20 QUALIFIED FOR USE W/ HV 80 HV WALK—OVER TRACK 'D - (�)HV A TRACK BLADE(D OUAUFIED FOR USE W/ HV @)HV TRENCH TRACK L-.255, 3.Z�9' -1 6063-76 ALLOY AND TEMPER BLADEQUALIFIED FO USE W1 HV QUALIFIED FOR USE W1 KV 6063-T6.ALLOY A% TEMPER GLADE �ONLY BLADE 6063-T6 ALLOY AND TEMPER CHv RAINGUARD QUALIFIED FOR U E V// HV I ALLOY VAnES 6063-T6 'BLADE 0110 TEMPER 66o-t6 A D TEMPER 1.-. 1.915, VARIES 1.936' W, r-085-o -083- Deal r- .093* L I .100- 12IL 1 670 '060' T�r6704 1 ll� 1 so-Q_ 3,529* two, 520" ! * _41\ (1-4 H V HE HV CEILING ADERISILL 3) HD CEILING.HEADER1,511. W/HV QUALIFIEDQUALIFIED FOR USE FOR USE W/ HV BLADE 1-ONLY. 6063-T6 ALLOY AND T BLADE�L)ONLY QUALIFIED FOR USE W1 HV BLADE 1U 14 BD WALL HEAI)ERISILL EMPER SEE SECTIONS FOR VAUDIP SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE-,W/ FIV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADED ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B TI T2 j X y I IM^L XjMx YJMR 12' 2' 0.125' 1 I- �.062.1 (13 2' 5'MAX. 1/8- 1/8- 0.090- 2* 5'MAKI O-IS SIDE AN9LE (EQ; CORNER POSTS QUALIFIED FOR USE W1 HV ALUMIN1,1101 ANGLES (1:9) 2.5- 7' "AX'j"90. 0,190, QUALIFIED FOR USE W/ KV BLADE(1) QUALIFIED Fb USE W1 HV BLADE6 6063-T6 ALLOY AND TEMPER BLADE I ONLY. e t 2- 5-MAX.1,0.139" 10.131, 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone' I JwAel"� #I"- t1KA. 17y 02017 TILTECO.INC, 02017 EASTERN METAL SUPPLY, INC. ............ BERTHVT. Accordion Shutter System M LA.SmSwAm H.V. BLADE#1 W/OR W10 H.V.�. WINDOW RADE TECON,. American Shutter Sysfems 4EV.N._DESCRIPTION DATE DRAWN BY. L.C. TILLIT TES Association, Inc I OLD 15�085 TING & ENGINEERING COMPANY -A5 NW..36 SL - D7/27/17 DAN. 07/27/17 & 4268 Westroods Dr* 2 TAV of, S�.30.vRv`IIA GARDENS,FLCO'u mm DRAWING No Phont (305)871-1530.Fox:(305)871-1531 FL Drive - West Palm Beach, 33407 3 17-107 OR10, sc o E9-0008719. 4 70 %v 10TOILUT Jr.P.E. fp MORJDA Uc.j 44167 S SHEET E/DATE 6 2 OF 20 4.Z§.'— 17/31 EL "420- 0 ED f--DtE CAST mnl OSS 1 5, 4 1.6.6.6 NaB.RN 1_2 uDDER LX W141 CYLINDER &KM(CNRQUE RATED) HV CENTERMATE '2 HV FLOATING Cs. HV LACK MY EGRESS LOCK 0 FOR W W/ HV BLADFtT&8 ONLY QUALIFIE iC -ATIN QUA fFTEDFOR 6SE W/ HV QUALIFIED FOR USE W/ HV 6063_T6 ALLOY AND TEMPER ED FOR USE W/ HV BLADE 1 &VA ONLY BL -�ONLY .6063-T6 ALLOY AND TEMPER 011 HV CORNER ,CEN ERT LADE 1)& A ONLY. BLADE 10 (L OFALIFIED FOR USE W1 HV BLAUL(_1)ONLY 250*00• .518^ 6063-T6 ALLOY AND TEMPER PLASTIC HEAD ,it '. ", - -5wL MOLDED 2.0 1.753* 0 -3130'AFTER RIVETING To 4.045" -:42 2 BEFORE RIVETING 06 2 —20 x 1/4"jg 3/4 S,S, THUMBSCREW 1,14-g-20 RIVNUT* *SM--S 94"AUSUNUM(2024-173 ALLOY)LARGE FLANGE TRW —:T SHEET NUTSERT.PART#0820,AS MANUFACTURED BY AVDEL r CHERRY TEXTORN,PARSIPPENY,NEW JERSEY 07004 OR EQUAL PLAN FRONT ELrVATIGN HV MALE "T" LOCK CENTERMATE 4568' 1 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE )ONLY C9 HV FEMALE "t" LOCK -CENTERMkTE HV "T" LOCK HY ALTERNATIVE WICK 6063-T6 ALLOY AND TEMPER QUAUFIED FOR USE QUALIFIED FDUSE W/ HV 01 QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR,USE / HV BLADE ONLY BLADE(j)ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPP WIHV BLADE(j)ONLY. 1_917 7.917' i -THL.Mu" L D LrLINDER OR 053' .062' KEY CYLINDER a.214-" .063 16! 0.875'On. Max. MATW/ WC E W/ ' .125,LOCKING ROD 16 0 HD CENTER E NO �KINQ ROD FID CE 01-1 F QUALIFIED FOR USE W/ HV BLADE(1)& QUALIFIED FOR USE W/ HV BLADE Q)& Q _A1 MATE'S INSgR-T 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER #3 dD CENTER VARIES, 12*MIN. QUALIFIED FOR USE W/ HV BLADE( g&LA 6063-TG ALLOY AND TEMPER %&:-20 S.S.OR 3/6*0-16 ilium FIN (SEE D"DiUMEISCRENS. 1:1/2- CYUNOTEUR OR K ETAJLS) C 00 EY 1.57 Min. CYLINDER 12-8 Ma S-, Is LOPKING ROD A HD LOCK QUALIFIED FOR USE W/ HV BLADE01 1-315-0 6065-T6 ALLOY AND TEMPER �6) HV 3/rO—16.:ACETAL. HV 1/4" 0--:2-0 A151 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. CREWS VERIES S.S. THUMBSCRIEWS. QUALIFIED FOR USE W/HV BLADET& '0 DRILLED WILL REQUIRE A 7/16- HOLE THUMBS D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADE(!) QUALIFIED FOR USE W1 HV BLADE FLORIDA BUILDING CODE(Non High Velocity Hurr=iCane Zone, 4 4CZ017 TILTECO.INC. ..A@2017.EASTERN METAL SUPPLY,INC. `tiitll ...... 1/2. E BE ITH •A Mils, 1LIEco . A.&S.A. AccordionShutter System. 1 7 Accordion BLADE#1 W/-OR W/O KV. WINDOW BLADE Stutter Systems IEV.N. DESUIrnom DATE PRAWN VY: LO TILUT TESTING & ENGINEERING COMPANY Assoclailon, Ing. I OLD 15-085 a7/27 DATE: 07/27/17 6355 N. SL;11�305,VIRWA GMDUM n�Rwwlfit STATE oF; - 4268 Westroods Drive 2 .W , P,— (305)871-1530.ft::(305)871-1531 '0 * A —.;I:t"R—O.W... West Palm Beach, FL 33407 DRAWING Na �A, ZORIIDN "(4 4% 3 01-0016719 4 17 ti 11.LTM I LLA r- -107 ON I:,..#44167 $ SHEET P. FLOROA E.'SFAkIL E 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR I .3/8- Fla. HV 10 HV A 41 TO , 4 CE CD .0525' HV BLADE 1 EqGE 01A (1) .0625 0625* 1875' t .3 CON BLADE x- HV BLADE 1A Y SLADE's .062 HV LONG RECESSED NYLON BUSHING Z KNUCKLE OV 51, 0.0625* 3 (TYP) HV SHORT RECESSED NYLON BUSHING g rYL�AT PORTION R1 750 HV NYLON HAT WASHER @OR (D '1 3 50" WEE @ 47 HV WHEEL CARRIAGE AISI 302-303 SERIES 4' 4 X --<4D4 0.870-x3/16- THICK NYLON WHEEL. ;z 2 -1/8-MIN. Kv WINDOW CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS 315"0 SEPARATION �06254 .0 3.7500- BETWEEN --0625 EXTERIOR 1 11 BLADE @ HV 1 3/4" ACCORDION PIN W1 #8 HEAD OPENINGS 3/4* yzX ON CENTERS .7500" T 1111625* .OR X X .. ........ 44 La iTI/4-1 �I�B�N a HV 2 3/4" ACCORDION PIN W1 #8 HEAD 41 47,5' 0CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW F . SETWE TYPICAL,-HV WINDOW BLADE dh AND I, 1 3 S11 . TPOLYCARBONATE HV WINDOW DETAIL (DOR 0 or @ + VEEUNOTE FOR (DOR EQ POLYQARj3OtJ6jE IMPACT RESISTANT HV WINDOW IREMENTS) SAYER-MAKROLON 3103 POLYCARBONATE 12'MIN,CLEARA qC RESINS, UV-STABILIZED GRADE OR SADIC 1�0 BLADE qu INNOVATIVE PLASTIC LEXAN 103 RESIN jmmq Ar ryTroln- (SEE NOTE "I" ON SHEET 19). 0 R Q) (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR (B BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(1) OR POLY-CARBONATE SOURCES FOR EXTERIOR HV(I-A) BLADE. RVW EPCAL SHUTTER ASSEMBLY HV PIN OR AT REFERENCE HV PIN @ MAY 13E USED IN LIEU OF (D AND ONLY AT EXT RIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D -3w BLADE'S KNUCKLE. CR. PRE=ft IM AM 0792 0.043 V1- 0,0,3 A" (SEE NOTE *FOR S BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. REQUilkMENTS) .04 mau� r can 9.400 P.�.. 9400-L Al STRENGTH AT WID ASN D7 12.500 oxf. 13AW P4,L THICK S.S. WASHER FLUUM IJ00VLUS P...1 a45400 I-1 (3) HV PIN @ OR (D W1 1/2" O.D. 1/16 UaCD SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, Nomco Izw ASIM 02" 14 fr-,bA. 17 SHEET SUCKE DFJOrf am, AVM D2U3 .71 644-IAxX MEL CARRIAGE DIET t` C-1� ASSEMBLY LAYOUT MY IGNMON ASIW 01929 1040 980-F --AIL RATE OF ewma AM� zr&U%BNZ ASIM 0155 TV4SAE STF9CM AFTER WEAWV= ASW 63393oz p',l 8B.0(:1) HV BLADE SOLID & a ,HV WINDOW BLADE DETAILS TUelAU MAESS BEFORE WFATHMKO AM&W 0461 P." .. am P°j. N.T.S. ta k FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', .......... .... 02017 tILTECO.INC. 02017 E&SlTRN METAL SUPPLY, INC. --- BIEWHA HVm Accordion Shutter System. /TLTEco .--- \ A.S.S.A. PWOR. ,W/OR,W/OR. KV. GLADE OR H.V.WINDOW RADE Ly. oEscfliPnoN DATE LC. American Shutter Systems TILLJT TESTING ENGINEERING COMPANY DRAWN ft : D 15-085' DATE-. .07/27/17 no.331" 63M N.W.35,h.S%"St—IM VIRMIA�RDM,FW Association, Inc. OL Phone (305)871-1530.fox:(305)871-1"1 4268 Westroads Drive 2 DRAWING.No 0/0 EB W —0:1- *6710 We.0-1-nn West Palm Beoch, FL 33407 —3 17-107 WALTCR A.OTWILUI J'.P.E. 4 — MERIDA Uo.J,44167 5 SHEET P.ESEAL/SIGNATURE/DATE r OF 20 Q r �J•Q '"'�• 1 *NOTES ON HV LOCKS AND CENTERMATES: `�� ^ I '� 1, uAune7DFry CONDmOH ft ONE HV LOCK 6 or.@ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN {`3-�'/•J.,t1 1 OR 12'ABOVE OR pW 2 OF SHUTTER SPA'1 FOR SPANS UP TO 505",AND FOR EN57A TIONS AT ANY ELEVATION. HV LOCK b-or�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED MTA i OR fj CENTERMATES Wf(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S:S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON � TYPICAL SHUTTER ELEVATION. ®m✓a 2. ;,j1;IF DESIRED,FOR 85fTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TtV4 HV LOCKS Q. OR -§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES I* ..§ OR Gl SHALL 8E-AS INDICATED ON NOTE (1)ASOVE- -"tiC7`tl LOCA'T,'ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. eIMITION 11 OR LIMITED MANDATORY,= - It - (2�q USED W/TWQ IAV:.LUC )::LOCKING RODS ARE NOT REQUIRE?AT_NURRICANE POSITION, BUT MAY ° 4 t3ss<�5 gb Orae t54�* °1 BE USED IF DESIRED TO ENHANCE SHUTTER P£RFO`MANCE: LOCKING RODS 30 OR AN ALTERNATri+E DEVICE ry MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4, RY CONDITION i2:ONE HV LOCK® ,@5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN a C o AND INSTALLATIONS AT ANY ELEVATION. KV LOCK I or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, g ! ATTACHED TO CORNER C£NTERMATE WJ(2) t/40-20 x 1/2'LONG FLAT HEAD S.S. MS.TWO LOCKING RODS�i9 , M x0C-xvo I AT TOP& BO OM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELIEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. L u ;* gg •ONE ALTERNATE HV LOCK 6 MAY REUSE(�IN LIEU OF HV LOCK or�S FOR ANY SPAN AND 1 B-� Y k INSTA LAITONS AT ANY ELEVATION.AL NATE'LOCK 0 MAYBE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT } , T e= j c OF 1/4'0-24x3/4 S.S.THUMBSCREW TO ft OR @ CENTERMATES SHALL BE MADE W/ 1/4.0-20x3/4'ALUM. �$a^na I 1563 RNNUT WN AS SHO ON SECTION NVE, SHEET 8. ONE LOCK SHALL BE USED Ai 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. ONE HV LOCK 6 or�''a' BEY or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ' fl I TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK orb, or @ MAY BE USED AS AN INSIDE OR t...�r 1 I OUTSIDE LOCK,ATTACHED TO @or @ SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. J I v M.S. ION F LOCK 55 OMBE PLES INDICATED O N TYPICAL 505 SHUTTER ELEVATION.USE OF LOCKING RODS WJ SEE Q COP CONNECTION ` DETAILS ON D F E H I J K L 4 ODI 0 R V w X 1 188 TYP UlL I1 ` i *NOTES ON HV "T"" LOCKS AND CENTERMATES:- HEIGHT. I OF CORNER 1.SECOND ALTERNATE TO �4.C1� AS.�- R ' — _„_,.___ u, ,�., ,_...__ -_-•--•— t CENTERMATE MAtlpli?a>ry GOND1110N it V tI71 ONy FOR HV'i" AND CENTER AT&S AND ' ONE ALTERNATE NY'T'LOCK CSa MAY BE INSTALLED IN UEU OF hIN LOCKS®OR FOR ANY SPAN AND f'�UP 64) f�t_f`,, h�1 D, i�� INSTA'CATION AF ANY ELEVATttlN.AITRNATE TACK® Y BE USED A5 AN INSIDE 4R OIDE LOCK ATTACHMENT ,y L/ 07 l:.! OF LOCK®:INCLUDES.USING REJNFORCING LOCKER�,AS SHOWN ON SECTION HVG, $HEFT 9.WHICH MUST BE 10+@.@.aox +I'. , CONNECTED TO CENTERMATES AND W/ 1 f4'0-20 X i t/2"LONG S.S.TNRFA4EO BOLT Wf 7/8 0 x 3/32" �+L.•y+ WIN GNUT Oft W/ t/4-0-20xt'S.S.M.S. INTO A i/4"0x.5/B"RNNUT. LOCK MAY BE INSTALLED AT-MIDSPAN OR 12' ��6 + ,,��«,�,i� 6 (,7,«1 OR MAXIMUM ABOVE AND B£LOY! MIDSPAN. USE OF 7W0 LOCKING ROpS f170P AND BOTOM t5 IAANpA70RY. l':J`l.:Jax.1�3v`+ I$at�$ •( as *NOTES ON HD CQCK$ 8t CEN7E +a+�E—S-: 1 `• LICK W,(HD-CrfTfiERAtAT,,�st OR 2 WJ*S ONE ALTERNATE HD,LOCK 3�MAYBE USED IN LIEU OF TYPICAL'(1L) HY BLADE SHUTTER ELEVATION HV LUCKS 2''OR ,FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK e4 MAY BE USED N T`S AS:AN INSIDE OR OUTSIDf,LOCK.ATTACHMENT OF HD LOCK"TO 0 IS W/3#8 x 3/8'F.H.S.S.M.S•.AND INCLUDES REINFORCEMENT INSERT i"�y AS SHOWN ON:SECTIONS HDB-HVff AND HDC-HVC,SHEET,o.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIOSPAN.USE Of LOCKING RODS @:i5 COMPLETELY OPTIONAL FLORIDAU ING on High. Velocity urric.D. one, 62017 TILTECO,INC. +++ Q 2017 EASTERN METAL SUPPLY.INC. .. A THA HVTM A Accordion Shutter System H V:BH V.wI LME ,.W/OR W/O. T�aIIV BADE t3 . / T4 American Strutter Systems N DESCa17Ti0N DATE nuw+ar: LC: TICCIT TESTING & ENGINEERING COMPANY TE A3soolOtlon; Inc. 1 DLO,15-0$5. 7/27(1 DATE: 0//27f 17. 0'' 6355 H.w,351H:st-$te.305.W'ww'A C mwE FWAPM 33,6 Pt=e:(305)07'1-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No ^ �} / * a__a:uTl.�ao nom West Palm Beach, FL 33407 - 3 V�V NMI:�('„y��` {#' tvN3Ea AnLUY Jr.P.E: 4 17-107 +" ALTER LIe.J 64107 5 SHEET P.E. SEAT jSxgxf uRE f DATE a 5 OF 20 I i CONCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE (SEE SCHEDULE ON REQUIRED y-t/4'0-2623/4'S.S. -� SHEET 13) CONCRETE ANCHORS i MACHINE SCREWS CONCRETE ReaUiREO }'""!"' REQUIRED rOR �. - (SEE SCHEDULE ON W/ 1/4'-2D �C4' { _CONCRETE ANCHORS r- -- }7 18 �A cAT_(SEE UOUNTING(g)OH S EEt 7) ; J-SHEET 13) NUTS� f2'O.C. M (SEE SCHEDULE ON SHEET 13) 1, / 41. ..-t/4'0-20:3/4'S.&EQ E4 MACHINE SCREWS 4 _ USING 1/4'-20 NUTS 1 2• - 19 min , I .256"Mox. ` �- --- 13 OR 15 �* 13 OR 15 E.0. r i I •� E,D 4 �4 i _.250' G' ' I E. " _•+�„ r 250'Mox. r t Mox. of OPTIONAL �OPTIONAL f. i, AFli StPIRAIICN I J 1 SCf1LECti�sfE( i'� (' 1 r MIN.SEPARATION TO GLASS -I O h„taR OJLEmMD I 1 OR 1 E�sONc ON STEEr 19�'qR 'I I I I �� r'1 0�-w{'-_(SEE SCFEDULE ON SHE T 11)'-" I EXISTING I BAL O& AtL} A MIN.SEPARATION TO GLASS V .. _ .- GLASS— I r(SEE SCHEDULE ON SHEET 11)'" r EXISTING GLASS-- T1 O HV WALL HEADER INSTALLATION A; HV WALL HEADER INSTALLATION HV WALL, HEADER INSTALLATION. + KEYSTONE EXISTING ) MIN.SEPARATION TO GLASS T�Iil GLASS---1 � i —"''(SEE SCHEDULE ON SHEET II4.P7AARON 1 OR1� I I I 1 ExISTINGTO PASS(SFE I I I MIN.SEPARATION TO GLASS GLASS tt i WnE '`(SEE SCH:DULE..ON SHEET t 1)OrFOR 8JEE9 C)&�1 EXISTING i Y, OPTIONAL C ASS Ile �, �I ilii iii I I I i ,/4'MO.. E OPTIONAL I 1 ; { - 13 OR } EA- r ,r ED If 3 OR I L' r 12 oR 14 t' -" -- L v T/4"o-20x3/4'S.S. f! M;�: f _ (� / EO E6� p CHINE SCRSEWS USG I CONCRETE ANCHORS TRUSS H£PD MACHINE SCREWS OR}13 1 SEE SCHEDULE ON W t'4" 20 NUTS rtb 12'O.C. �,•:-_._.:,• 'F __ �..-CONCRETE ANCHORS 'I. � ••,; � � t'� / 20 NUTS& 2 O .:.. (SEE SCHEDULE ON SHEET 13) WIM POURED CONCRETE— SHEET t3} CONCRETE OR CONCRETE BLOCK POUREDJ ,.•`.1; REQUIRED OR CONCRETE BLOCK �,P�QNCRETE ANCHORS � WALL REQUIRED kid WALL SILL INSTALLATION f (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL, SILL INSTALWION HOJ £ORMIABINATIONOFs : INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL.SHUTTER !`E.0. -EDGE DISTANCE � `, ASSEMBLY. SEE LIFEiTATIDNS OF USE:FOR "r HV BLADE. 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 73) BLADE®ON SHEET 19 IN ANY WAY TO SUIT ANY INHALLATkON. J J!/ ry Ir} FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ,.• , k"�(�' ✓i:0;,R 02017 TILTECA.INC. L 2017 EASTERN METAL SUPPLY, INC. E '' l BERTHA WT. y" ASIA 4 Accordion Shutter System �. 'E C{3 N c. ■ Ali ■ ■N. H.v.manE#i w/OR w/o v.'WINDOW MAX TILUT TESTING & ENGINEERING COMPANY ArT►@I'ICIIti Shutter SySleln3 EV.N DESCRIPTION OATE DRAWN f3Y: L.C. [(f 6355 N.W.35N:St s 305.WY.IKN GAROENS.RORWA 3316 A330CIC1}1011 Inc; L OLD t5:-085 7 27/t 'DATE: 07/27/t7 3 Pb—:(365)371-1330.rax;(355)871-1531 4268 Westroads Drive 2 DRAWING No -r / t �F3 111 o m I.titococool,com Wes! Palm Beach, FL 33401 3 t { /V y E)r.. EB-0006719 j i 7—1 07 19ALTER A.TILLR Jr.P.E. FLORIDA U.I}44137 5 SHEET P.E. SEAL/SIGNATURE/DATE a 6 OF 20 CONCRETE ANCHORS SEP POURED _. kH II=ISM --�OR �• i �r ( i NrN��i1N1 CONCRETE u(SEE SCHEDULE ON SHEET iJ) m III=(SGE EXISTING r REQUIRED 1''70 RA Sg Q 0..O � � atASS--{ � '«� � EDGE Of a{yR�j6�{{ ro a�i154 { I i I {!, r f {)4'—f--• APPi.t�C381 LE E cUss� HA£5(Dh ! ALTERNATE i i i i 1 li{I ri i EXISTING LOCADN GIASS^' I{ I I f910x3/4'HEX WASHER HEAD 3 OR rj 3/8`ION. Ti:K SCREWS 6 12'O.C. I c• r EDGE OF ,Qi 3/A 6nt1 CONCRETE ANCHORS ( i• r SLAB IF I: N (SEE SCHEDULE ON SHEET 13) '' '�q t e ' APPLICABLE 1 I H...—_ I 1 r moi"' I EDGE OF I r Lla EXISTING ' ",,,,•� , APL GLASS t,I r I r I SLAB EWE OF i i 1/2 11 1 EDGE OF i r •/ APPLICABLE MA�, APPLICABLEc O/. _E q �. :' , B IF APPLICAB E POURED _� POURED FLAT HEAD CONCRETE ANCHORS yq yl ( T 'r 1 CONCRETE - E D* CONCRETE (SEE SCHEDULE ON SHEET 14) -{it Fat 119 FOR PODRED r -�.-.. REQUIRED _FLAT HEM CONCRETE ANCHORS REQUIRED ati SEST/S FOR ,�OR CONCRETE - iI, REQUIRED p.• O.* (SEE SCHEDULE ON SHEET 14) i1 TRENGH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.U. F HV FLOOR INSTALLATION t -HV WALK—OVER INSTALLATION SCHEDULE PRESSURE RATET IN &FOR SPANS PER L/ Q � CEJ�,I�JCIIVS[AL�ATION . I---'"- CONCRETE ANCHORS �..._._.._._ • ., � I O �_.,__•-_. �r (SEE SCHEDULE ON7 1/4'0 rrw eUUzx TAPCcw THRtlSFDiAJ w/ M SHUT It) �(ari sriU I a 1 1 EXISTItiG SHEET'15) J M7Av® A:1 EXISTING_� Y4W Sa'NNMx ro cuss j F45RTIERYIfa'E11f/4A w/ MAX. E%15TRJG---i GLASS--,T—•^"•••"" , pO%TRSI / GLASS I .� GIASS -Wm xxrana aN se¢LT 11) I --—`�1 _j PN.97A"+TA N{iiss I 1 3/e LM DAM> O a 6• i 10 i i .Isis so*wl.s ax A0#11) O.C.FOR UP 70 6'-0'SPAN AND - C O.C.FOR SPINS LAR13 T TIONTO s`-O*MAx APPLY_ I 11 t"i i t i r ST:CRIT AST EVIDO FASIOJFR HIM f/ 4 , r i 1 r l I r l r{'I I MA)L r (IYP.)(`SBE.NOTE ONf r 1/2• 3 { p+ Sim 11 FOR UMTA 3 ia— rMAX •i. u J it '� _.-•- i _ i 1 WASHER HEAD I CONT.SFALma 1 TiMat i I{ Jr.JJ: 1 1 TEK SCREWS L l rt ._—� ,1 g• 0 12"O.C. 14x3/4" HEX HFAD.,.—/ �- 1�3/9 �, :r I Y 1 ( {.1 r' �_t/4•P-20x4/4'Ss US TE7(SCREWS 9'O.C. { 3 '1 --- /�11 �T4xs/4'5.O.S. 1 t {} L {�,, 1, 0 1r D.C. CONCRETE ANCHORS Y �"" !r----- t J t i/4" I /f VStt{O 1/4 6-20 tiiJ15 OR 1/4.0-20 S.S.M.S. r �• 1 �7- 9"0.C. ____ Max. 4 _ ,.• r` r;.. W/NUT f9 9"O.C. -(SEE SCHEDULE ON G _ I1/2 111 j SHEET 1,, .,/ /� E7�--NON STRUCRJPX ------ I / -,�'OR,8 1/2"«f J T,,,I.1• I r 7 R 8 I �j ` 2.00"MIN. WALL iRIN(OECORATME f ( 1:• 1-0. SILL) r r r 1 EDGE OF i - "ti _ SLAB IF c..�_ r >piax3/4'F.H.S.D.S. MiN. _"Um CONCRETE `',. �1 7%9' 1 7/a' f• APPUCABLE .- ` ®9'O.C. `RMIRM �,=�"" \ ,. .....CRETE ANCHORS EE NOTE 13(b) L J I-=---^^ED POURED CONCRETE (SEE SCHEDULE ON ON SHEET I SEE NOTE 13 e POURED co,{CRETE ON SHEET i () L. nO�RQuORCCDRETE BLOCK SHEET 14) OR CONCRETE BLOCK (} OPTiONAI--�^^.._POURED i- REQUIRED '✓ MKArc�u;TO�.NEcsm OULNTING64INSTALLATION NSP$ LAL CONCRETE HV WALL FLOOR INSTALLATION r HV WALL WALK—OYER INSTALLATION wAxoauu snusml SPAN a-o' RCODIFIED _ 0i RAINGUARD INSTALLATION t t THIS.INSTALLATION SHALL BE .TOTE FOR COMBiNAAyQQ,V,_OF SECTIONS: *E.D._-EDGE DISTANCE REMOVABLE WHEN PERFORMED ADJACENT TO 94 OPERABLE EXIT * SEE UZ1 ATiONS OF USE FOR 1' SEE SHEET 4'FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SWEET 13) OR ENTRANCE BLADE 1 ON SHEET 19 ASSEMBLY INSTALLATION DETAILS W/ I HV BLADE _ 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY To SUIT AMr INSTALLATION. 1d�+. QI A r - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A4 Err•"" 02017 RLTECO,INC. X12017 EASTERN METAL SUPPLY, INC. �0_i B RTH HVTMm _ Accordion Shutter System 0 E G . A. .S 1 A■ N.V...BLADE#, W/OR W10 KV WINDOW BLADE American Sputter S stems TIL LIT TESTING & ENGINEERING GOMPANY y rv. OESCRIPTION oatE DRAYM Nr: L.C. AC.h� •Q.` 0 ASSOCIGtIOn, Inc. ( - OLD 15-095 7/27/1 Lute: 07/27/17 Q I+ 44 ttv bass NW:361.SI Ste 3oJ,vRCNu cARcas TLO40A awls 4268 Westrbads drive 2 Phan,:(305)871 1530,Fox:(305)871-1537 DRAWING NO �N�L 111 .I!I.Wt.. ao cam West Palm Beach, FL 33407 3 17-107 A ED-0006714` i I R• 107 •y~+�"'rx/lex"I�+i WALTER h TILLIT..P.E 4 rLORmA UI,.!.44167 5 SHEET P.E. SEAL/SIGNATURE/DATE i 7 F 20 I SEE END WALL CON TI LS ON S SEE N07ES ON LOCKING RODS 3®,HV LOCKS^�or v ©UT B _C INSTALLATIONS W/ {1) HV AND ALTERNATE NY Loo IIS ON,BEET S. L (� I �•—EXISTING GLASS BLADE ��/ ('+ '{ po **BLADE SLACK UETAR HVF IS YARD FOR ALL ♦/ BLADE YY HV 1.A E N i E R M AT ES CENTERMATES APPLICATION WITH BLADED i�? «�4 $]• aRl$ aa10 •©aR ' (� SEE END gyyA_U_ OONNECTION 10• 1Sa©* I3aL1/),QDw -EXISTING GLASS DETAILSSH ON EETS 1O & is II � 1 I l':l,l'.:l°R l'-�'Lt:l°Rti,:J+®�-/-• •--.._- --- --------- ----- . _.__. ._-- 7• 6 1/2" 7' ' (6063-Ta AStoT)ALUM. V r OPPOSING SYMMETRYCAL ANGLE W/(2)1/410 TAPrON MiCHORS TO CONCRETE j CENTER ATE I CENTERMATES (TOP/BOTTOM)& #'10x3/41 S.MS.0 121 I MIN. CLAS 7TON (4)LP10i1/21 S.M.S.TO TUBE I ; f.o.a'uEt LENcnr. W HV L or 1 W% HV LO—CK o ro cuss AT EACH ANGLE.MP)i I j /t `i / Z * I I A' j / Z_ ONE E11) F I7" � 5 - °° L (DX � o*aoa © IV HyB ouT I Hyc Qap{�q a a: 7�OnQb4}(t., 3 ae POURED CONCRETE OR HVA EXISTING CLASS CONCRETE BLOCK WALL 10'0�o_ - ISD ----------------- - PxIsnN0 Q°"Q °"Q• 1@7 aRiI. SYMMETRICAL (� �'� • a.nj *�°" L11v. Es PARATION -sax � 8 • $ A 9* i • 5 '``LExsTtN C NTE TO GLASS rJ _ * Q � _..I CLASS �.__-RMATES* ) 6 ©+Q�iQ• e Q»�}8 •�}7 (SEE SCHEDULE — 0 INV LOCK— f (INTERIOR} 8{�* a Q• aR 19*ti! ON SHEET „) ) •MIN. SEPARATION ---- I —.__- - , ro cLAss � � _ ---��"� � s OPHONAL {SEE SCHEDULE I N f ON SHEET 11) _ (INT ....______.....—..-_.__—._ _`..___.______ - —.»—_______...__...—_ AUT I '-"'CONORETE� I > ANCHORS a 76"O.C. 0 a2 VARIES �-_ 3 t; ea * oq « ( OUT 6,i/2'MAX.�sLnac i (EXTERIOR) E HVI'** W HVD U �7✓✓�J ('J)��rN� s�fre�� Y FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone P n;••.; 4,,,�"� Oio$7 TILTECO,RIG. 02017 EASTERN METAL SUPPLY,INC. ERTHA V M, wvAccordion Shutter System . #T w/OR w/o ttv:5MND0'N RADE ENGINEERING COMPANY American .Shutter Systems Ey„N DESCRIPTION DATE DRAWN By'. LC. TICCIT TESTING Q a Association, Inc. 1 ow:to-oes 7/27/7 DATE: 07/27/17 1M(j•�, 815s O.W.atm.Sl,SW,305.Y•R M r:ARDUr,FLOR M 3314 �. Ph...:(305)871-7530.rax:(305)871-1531 42&8 Westroods Drive x DRAWING No s •• \e'LLR` a-mml:taLaaooaaL�am West Palm Beach, FL 33407 a r ......... t1 EB^DDDa719. 4 17-107 "r• WALTER A.TILLR 3r.P.E. FLORIDA❑a:1 44167 6 SHEET P.E. SEAL RE/DATE.1 8 OF 20 ALTERNATE INSTALLATION W " " -LOCK... 0 V ,MALE/FEMALE "T" LOCKS CE TE M T 8 9 LOCKS S at W V BLADE SEF ENO CONNECTION DETAILS QN S ,o k 18 INSTALLATION I H,yVBLADE OUT IN '��/—EwSTNG DLAss GLADE'@sem DE1NL Ise.MDiCATW DN SFET 6. '� HD CENTERMATES 1J V AS WELL AS UNIVERSAL FLOARNG BLADE®DETAIL HDD-HW, M® 5 7 of m eeiD• [NOICATW ON ThIS SHEET.NAY BE USED WRN T1RS AITERNn °'� O Q �p MSTALLASION DETNt Hw SHOWN RT THIS SNEET. END WALL CONNECTION---•� 1 SO•�o+�•0-010 O1 DETAILS ON SHEETS ,O k " i i o (D-@oA •o'@- (9063-16,ALLOY)ALUM: m�, 35, __C35 .xci.0 14. Tl.sca'K6nE • St°• __ AnCN6 iD , L._ .__.- ---. {DPfIDNAt7 .,* (Dp710WL) ) (47[1(1•/a'�SDM il)/6E /10.3/4 SJL3.o t 2" _....__..__...,_..._ _...._.- _ _...-- -____._. = A!F1DN ACL1L(TYP) O.C.tTkl tlh'CHF. * I (4)'H.K r I -.. I N {4)N.V. ALN.SIPARAIq.4 30 HV "T" PINS(nPJ o L74-_ PINS(IYP.) / s tsE10 O.ss 5 l 3 LOCK {INSIDE) t 7 oN N T +y i ^� z Ira• sta. 5 1 28 29 J DUT 3T aB 32 337 oa 32 31 Da 35 3T oR 32 rS EE NOTE 6 FOR HV LOCK 2 1/4" 0-20 x T T/2" S.S.M.S. _.� 3S* (OPTIMAL) MVC * W/ 7/8"N x 3/32'• WINGNUT. (OPTIONAL)Hn8-HYB ouT s•Loco'ON SHEEP 5. SYMMETRICAL HD CENTERMATES SYMMETi�tCtiL HD GENTRMATfS '0 HV "T" LOCK (OUTSIDE)- W/ LOCK (EX,TERIORI W/ Qt LOCK (INTERIOR) f SERIFS R4u ALUM IAt T I D{\j//'�y* (2024-T3 ALLOY)LARCE FLINGTHINf>• SHEET NUT5ERT,PART/0020, �qO AS MANUFACtQRW BY ALDF,L CHERRY !-10•Sn®a@•@-0.0- TEIGORN.PARSIPPENY.NEW JERSEY ©•O.`Lla®•('2T•A o, 07054 OR EQUAL — 3 O *SEE NOTES W Loconq ROOS(!)6 W(D toy oN sNw 5 ._..__ —" — .•�----�T_ -� -T_— —_ **UNLfl15Al FLOATING RIA.0000RT0.L HDD-IM Is YALe TUR ALL CD4MAITS AIN APTK MTM ELIDE HD -HVD** FLOATING STACK - FLORIDA BUILDING CODE{tion High Velocity Hurricane Ione 1 *• rtn�•.. - t 2017 EASTERN METAL SUPPLY.INC. 02017 TILTECR,INC'. y, is •. �� ERT" VTM i 1R �" F7257c7o /� �+ �+I► /� Accordion Shutter System. mc. A.w�3pr�7.�. . KV.BLADE#T w/OR Wjo RV.wNDO!N LOIDE 111111 TESTING & ENGINEERING COMPANY American SFIQt{OP Sy3t8r115 EY.N DESCRIPROFL DATE 'DRAWN'BY: L, Q,4.'•., �r'�@ v Association, Inc. I OLD 15-085 �Iz)IT RATE: 07/2�/tt �. ,4 6355 NW.39M.SL.Ste.705.NNCMA CAAD£N&F NZOA 3319 Phone:(305)071-153D.Fox:(305)071-Tsar 4268 Westroods Drive 2 VV, A"t/y"'"L�1 yE4eaeaoaoo xom West Folm Beach, FL 33407 3 DRAWING No•� ANAL E et TTI( WALTER A7tLUtTJr:PX 17-107 7~1 O/ -. 4 "•-...rr4' FLORIMA,V..;44167 5 SHEET.. P.E. SEAL/SIGNATURE/DATE 6 S OF 20 I i POURED CONCRETE POURED CONCRETE _»J POURED CONCRETE OR POURED CONCRETE Jt "—OR CONCRETE _ OR CONCRETE P t OR C C ETE .— CONCRETE BLOCK WALL J BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED • / BLOCK WALL REQUIRED ;`-` - I EXISTING GLASS j�EXISTING GLASS i• 2^MIN.. EXISTING GLASS ["CONCRETE ANCHOR r �—EXISTING GLASS "'� �. '•� _./— __{ •2•MIN, Mit SASS(SE tJ PA r! -] ., PA 70 ULESS(SEE ASN.SEPAFAtLOY kfN.SEPARATION SCHEDULE 4V SHEET. ktW.SEPARaflON Eo T••''1 EO TO MASS(SEE 11 FOR MADE(DAN'0 7C GLASS(SEE !- � .1 sCHitOO A%(SM ,.' SCHEDULE UN SHEET 1/16 z3^MAX, ON SHEFT 19 FOR 11 FOR BAD(D� ` tit 11 FOR Ltr1�bE QANO {fiOs3- SHEET 9 FOR T6}CgNT. r tR W oN Sk1FEf 19 ` +fy E 11 FOR BLADE(DAN (LOCATE AT ON SHEET 19 DUDES(D FOR ALUM. CLOSER / 2 r,„, , I I D1E0F5m& .,--.—� ON spa Eiiti R SIDE) PLATE.(LOCATE /°< t OF 5) AT EITHER SIDE MtN--X 1 fz^MW, - ( OF 4G) ( j dr USE t'OR 2'MAX. ! L @tOxl/2°S.M.S. ( �. ! _-- -�..-� (AS APPUCABLE)x2'xt/8'x0•-2' ' 0 16'O.G. {/ ____._— ALUMINUM CLIP ANGLE 0 i6^O.C. e' '~ `.' �- 4 !: (6063-T6 ALLOY)AT M@HEIGHT (1)¢taxif2"s.M.S.TO®3 \ f r a, 1 f (2)1/4'4 TAPCON5 ANCHORS TO SEE DETAIL X FOS;:"! iG�R ;y}e WALL AT 1' O.C. ( LATE AT ! i OR t 14 SIDE CONNECTION Ci„) LLS' ' EITHER SIDE OF QR SEE DETAIL X FOR--� 1 OR �� TO TRACKS SEE DETAIL X F 4 ! SIDE CONNECTION 1 �«O.00«® S0•�« SIDE CONNECTION °`�°AlJ•�=J°•dmt0`�m «®«6• 7 a,y6�,m,i�oa•®« To TRACKS m «6 7 o.e m+o•®�^ 1oa�1`^"®•®«�•�m To TRACKS 10'®r" Q-0�-0m 70•�`°"�'�°".l'J`e.!« O.®m�.@-(!2).0 ��•70.�q©.Oj.�« 6..07 .a�glcl,S!./.®d, ©.FOj- .�d©«Oj .�m ©•Q_�«60�]•�07S•.®« �•t®��«©•�g mlal.,�07y«a4te�,, R21•�m1f�J.�VV.✓/�D�l,,�,C6��9«,dry,, ©`1:+«�.r OB wOB r:KJ« �•�ai�•S.;JmV•©p1 08•`�«O9«®mM'✓•y,:r"17`® 1807.®d1�•1'Jm\'.:l•'E'L:J:f°��® «@.e END CONNECTION DETAIL Q3 END CONNECTION D'LE:JTAI� END CONNECTION DETAIL t I END CONiJECTION DETAIL 0 s REQUIRED ONLY FOR SPANS GREATER THAN 12'-0• �-POURED CONCRETE OR EXISTING CONCRETE BLOCK WALL J"� � 4' EXISTING GLASS REQUIRED GLASS - MLN.SEPARATION x1J2 ---------- CD MCONCRE.TE�'� 70 MASS'(SEE i6.O.C. \ ASN SEPAFAR0.N T I/ ---"—_- ! '-_' 1@)OR®OR(DOR SCHEOUIE ON SHM Tq GLASS(SEE V 17 FQR EiADE QANb CONCR£7E t/2r MW. SCNEEHAE ON SHEET ,» ""..._ �__ON SHEET 19 FOR A14CHOR 0 11 FOR BLADE(DAND �..._---- ___ OR i 30ft�OR� MADES�& 12'q:C. ' ON SIffET 79 FGR _.._ __EQ ( '` 1 5 BLADES � OR� Is' C _ •-1 J2 MDI. `4 ' r� — _ _—_ r E4" T MIN. _— OR®OR@OR MIN. . 2 MIN, .• -�1 * SEE UMtTARONS OF USE FqR �, j 5 i -- BLADE IoA ON SHEET 19 Oft 1@ORf�1i diOR(5OR� VIEW DETA i OR i FLAN i L POURED CONCRETE Oft OR �♦ ®m©• m_CBa +o•®« +O.��ym,®,r��+�0��m„,,® t0•gym ND I SIAL A. ION CONCRETE REQUIRED BLOCK WALL IO,«4�p„r=Tr"t'J-Qt,2" 8 ^17«'U.•«1y!"©©« . (D-(D 11077 1V©lm©J'O t1�77« O O p O O ®« (1}HV BLADE OR HV WiNDOW BLADE INTO p.D-0-()m®.®� �'�« '�mp.�« CONCRETE ORCON RC ETE BLOCK WALL. END CONNECTION DETAIL C51 © ®«�•�«C QS7«d;AA ECTIQ` ^ ,11r 6� «�*� FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone' 02017 RLTECO,INC" 0.2017 EASTERN METAL SUPPLY, INC" ��' ti E��;s�:•.�9 BERTHA HVTM _ * ' 7E—COL . Accordion Shutter System.A S S A. Hv RAX#1 W/OR W/o KV WNDM ICCIT TESTING & ENGINEERING CGME'ANY American, Shutter Systems EV.N DESCRLPTIDH RATE DRAPN DY: 'LC. T Association, Ind. t OLD 15085 7/27/1 DATC 0/27/17 +�•'r'�lA, 8355 N.W:38th St,Sln.]0.5,WRLYNl4 r.4RDEi15,RORW�31E Phoac:(305)071-1530.rax:(305)871-1531 4268 Westroads Drive a DRAWING No `,VZop�t�•,•//��•))•••' {{`��1'' 1a§ a- 1:1nt�raoao-.cam West Palm Beach, FL 33407 s >YY`ib C�h ILLI tl WALTEE-0000A. 719•.P.E. 4 / 0� ''/rAlsilArr• FLORIDA U.(44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 110 OF 20 SCHEDULE #1 SCHEDULE #2 �NEDULE #3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* 1+" MAXIMUM SHUTTER SPAN*"L+" Jp{STALI•eT1oN LEGEND + (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR OR `L-" (ft.) INSTALLATIONS CENTTERMATES"@ &@ or or INSTALLATIONS W/ P W CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK 0 or 0 or or OCF.d7'(jMA & W� ONE HV LOCKS MANSORY WOOD 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 (9 W ?.& 29 V! ONE E NO LOCKING r 31 OR W/ NO LOCKING WALL A. H, C. D. E, M, N. 0, P, Q, A. DESIGN PRESSURE RATING. CENTRODS ® iDS MOUNTING F, K & L R. S, & V. 1-@'T" LOCK 34 W/TWO LOC NG (SEE NOTES t,tt) (VAUD FOR MOUNTING el (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & 6gTTOM 185EE SHEET 7) FLOOR/CEILING G, H, I, L7• J T, U, W & X WALL MOUNTINGS(TOP/emom) OR FLOOR/CEILING: NN[fl17T��GG } //�� CONCRETE&WOOD MOUNTING CONCRE7FSc V.'D4 RN5TACLATIONS V IM.- ,uxiuuN CONCRETE & M &SD DEVON 'I I A S.D.DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, SPR IZE DETERMINE MAXIMUM SPAN `L+'FROM SCHEDULE. vRES;urS iYAIC MOUNTING FLOOR CEILING Paf.SwxE WALL MOUNTING PRESsuRC FLtT'kR CDUNG txOUrttw6 f 4ntw0 RAtRvt / GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, {(P�)j MOUNTING {fP�J) FLOOR/CEILING MOUNTING (P.0 OR }1OOR PL MOtlN11G h DETERMINE MAXIMUM SPAN"L-"FROM SCHEDULE L+ (ft) L-(R) L+ (R)' L-(R) L+ (ft) L-1N L! (R) L-(R) V MAXIMUM SHUTTER SPAN "L+"OR-L FOR SQ OR LE 16'-0' !6'-0' S' 0. !6'-0' ' 30 16'-0" !6'-0" 30 i6'-0" i6'-0" INSTALLATIONS INTO WOOD SHAD" BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 Psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPA14 BETWEEN"L+'AND'L-• 35 14'-10' 14'-10' IS'-2' 16`-O" 35 14'-10• 14'-10" 35 15'-2'• 16'-lp' 40 13'-10'. 13--10" 14'-2" 15'-2• 40 13'-10" 13'-10" 44 74'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1" 13'^4' 14'-3" 45 13•-1• _ 13'-1" 45 13'-4' 14'-3" 'j' HV CORNER CENTERMATE#3 MAY BE USED AT ALL. COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5` 12'-5` 12"-8" t3'-7" 50 12'-5"r 12'-S- 50 12'-3 13'-i' MOUNTING INSTALLATIONS. LOGIONG SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-70' 12'-I' 12•-il• S5 11'-10" t1•-10" -�55 11'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE •— 1'-••— - ------ - NOTE#5.SHEET S.60 11'-4' 11'-4• 11_7" 12'-4" 60 ii'-+'ll'-4" 60 t4'^2' !0'-11' RATING: 65 Ip'-10" Ip'-10' 11'-1' 11'-11' _ 65 10'-10' id'-10" 65 9°-5" 10•-1" DETERMINE: LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6' 70'-9" 1 V 5" 70 10'-6' 10`-6 70 8'-9' 9-41 �= L2+= MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 ip'-1' 10'-1' 10'-4• 11'-t" 75 ltl'-1" 10'-4` 75 8'-9' tt EXCEPT THAT WIMUM SHUTTER INSTALLATIONS. 80. 9'-10' 4'-t0' tb'-0• 10'-9" 80 W-10" W-10' SPAN"L+'OR'1.-"AND MAXIMUM A.S.D. DESINC FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6- 9'-9' 10'-5• 85 9'-6• 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9-3' 9'-3' 9'-5` t0'-1' 90 9'-3' 9'-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 9'-0' 8'-9- 9'-2• 9'^1p" 95 9'-0' II'-9" 1'- CONNECTIONS TO KEYSTONE; MOUNTING LI MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. i 5 8'-9' W-4• W-0• 9'-7-10 95 W-9- W-4- LIMITED TO�+64,-72 p.s.f.AND 8•-0- SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING IdOUNTING @ ON SHEET 7. INSTALLATIONS, 105 8'-7` T-tt" a'-9` 9'-4' 105 8'-7" 7'-t t" 110 8 4' 7'-7- W-7• W-2- 110 8',-4• 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2• 7'-3• 8'-4• 8'-;1• 125 8'-2" q3� SEPARATION TO GLASS SCHEDULE M,NIMLfM BETWEEN •L,+•. •!1+`. "Ll-"AND •L2-" 120 8'-0• W-11" _8'-2" 8'-9" 120 8'-0' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" G`-8" 8'-0- 8'-51 125 T-IT ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 T-8' 6'-5" 7'-10' 8'-1" 130 T-8" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7., 6'-2' 7'-9' 7'-9' 135 7'-7• MiNIMUM SPACING. 140 7'-5• 5'-11• 7'-7' 7'-6- 149 7'-5' ASTM E-1996 SEPARATION Y45 7'-3" 5'-9- 7'-5` V-3" _ 145 7•-3- TO �71..�SS 150 7'-2' 5'-7- T-4' 7'-0- _ 150 7'-@• 155 7'-0" 5-5 T-2' 6•-s- 155 7'-0' 5-5` i THRU .5 1•• 160 6'-11' S`-2' 7'- 8'-7" 160 W-11• 1'-2- 165 6'_-t0- 5--1- 7'-0• W-4- 165 6'-50- W-1, , 170 6'-B' 4'-11• 8'-11" W-2" 170 W-9' 4'-11" 175 6'-7" 4'-9' 6'-9- 6'-0' 175 W-7' 4'-9- _...__.. - HV BLADE ISO '6'-6• 4'-8" 6'-8" T-10" 180 6'-6- 4'-8" 185 6'-5' 4'-6" 6'-T 5'-B' 185 - 6'-5' R'-6" l 90 6•-4• 4--5" 6-6' 5-6. 190 W-4' 4'-5' 195 W-3' 4•-3' 6'-5' S'-5' 195 6'-3' 4•-3" 200 6'-2' 4'-2" W-4" V-3' 200 z05 s'-r a'-1 s'-3 -1 295 s'-r fu "'.� fCDRIDA BUILDING GODS(Hon High Velocity Hurricane Zone P 020177 TILTECO,INC. 02017 EASTERN METAL SUPPLY. INC. 'i}GENS�C `'�'" BERTHA H TM AccordionShutter System y ■A■{LE Hv RAM#1 w/'qR w/o Iry wiwav etaDE American Shutter Sysfems. key. DESCRIPTION oRAvm ay,N mv..L c: TILLIT TESTING & ENGINEERING COMPANY A99ociation,. Inc. 1 OLD 15-oa5 7/27/1 DATE 07/27/17 6355 WW.}Btk St,Sle.305.NkpNN GNiDEN$,ROWDA x.718 v 4288 Westrobds Drive 2 �--v P6one:{3os}67t-t s3o Fwc:{305}877-7337 DRAWING No / 'tA � m EH IlN...0CODS? 1L West Polm Beach, FL 33407 3 17-107 N n�- `,r•' WALTER A.TILE.rt a,.P. SHEET •-"-. tQIY ; FLORIDA Ue..t 44167 s P.E. SEAM/S�URE/DATE s 11 OF 20 gYc►•2'I I u en rHOSPACING (int $CHEOULE FOR A GiVEN MAX SHUTTER SPAN A.S.D. DESIGN NEGATIVPRESS RR� Aj7�C AND A C(�RRF�PONDINC MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHOR$ SPACIbIG LEGEND POURED SLE MOUNTIN45 M 8.C,B ul ON SHE£T 6 POURED CO CONCRETE BLOCK TAPCON OR WAXIUUIJ A VIALL HEAD MOUNRNG A WAt1 HEADER RETE TNG D ylALL 5111 4UNTlNG (P)WALL Silt OUNi1NG _C&is WALL HEAQERJSILt TAPCON WITH ADVANCED W/ W/ WALL HEA MOUNTING U THREADFORM TECHNOLOGY SpMW/ W/ 4 MOUNTING (ft) ASA.Dow NE68NE P RWOM ASD.OEM KW6 t P8I0K MnNc ASD.O:S0 10AI E PPF35ttiE RMmG ASA.DMW xErAME PMMK A16sYG. ASD:tP322i tE646E Mw ASA 0�7?t;<stt'IE f MTc;O � ALL POINTS SOLID-SET 30 40 60 75 90 120 160 205 30 40 60 7S 90 120 160 205 30 10 60 95 BO 120 160 205 30. 40 60 75 90 120 160 205 .3 40' BO 75 90 120 160 2p5 30 40 60 75 90 120 160 205 BLUE TAP 14 12 f0 9" e 86 6 t4 12 10 a @- 8 6 t4 12I t0 19- 8 16 1 6 6 14 12 t0 9 8 8 B - i4 12 10 8 8 8 6 S.5 8 8 a 8 a 8 7 5.5 3'-O" 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14t2 10 9 8 18 1 5 6 14 12 10 9 8 8 0 G 14 12 101 9 0 8 6 8 8 8 8 8 8 8 6 8 TAPPER+ OR LM14 12 10 9 e 8 6 5 14 12 10 9 8 6 6 6 14 12 t0 9 8 8 6 6 14 12 10 9 B 8 6 3 14 12 70 9 8 a a 6 0 8 8 a 8 B 8 6.5 74 12 10 9 8 8 6 6 i4- 12 10 9 8 8 6 8 14' 12 109 8 8 8 6 14 12 10 9 8 8 8 - 14 12 t0 9 @ 8 $ 6 8 8 $ a 8 8 8 7 14 12 10 9 8 8 0 4 14 12 10 9 $ 8 6 8 14 12 IO 9 B 8 6 6 14 12 10 9 8- 7 - - 14 12 10 9 8 7 5S _ 8 8 8 $ @ 7 p.S 4 14 12 ,t0 9 8 8 6 4 )4 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 i2 10 9 8@ S.5 - I4 12 10 9 8 8 6 b 8 8 $ 8 8 $ $ B 74 72 10 9 8 8 4.5 - 14 12 ib 9 e0 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 - 14 12 f0 9 a 8 8 8 8 B a 8 8 6.5 5 14 12 10 9- 8 8 6 4 14 12 10 9 6- a 6 6 14� 12 10 9 8 8 6 6 14' 12 10 -9 8 8 - 14 12 10 9 8 B 6 6 a 8 8 8 8 7 55 14 12 10 9 a 8 45 - 14 12 10 9 a a 6 3-5114 12 10 9 8 e 6 6 14 12 to 9 75 - - 14 12 10 9 7.5 53 - e a 8 a 75 5.5 4 3 �` SEE ANCHOR 5,-Q. 14. I2 ,10 4 B 8.4.5 - 14 12 10 9, 8 e 8 3.6 ti 12 10 9' 8 8 6 6 14. 12 '10 9 a 7 ^ l4 /2- 109 a B 6 e 8 $ a e $ 8 8 f4 72-i0 9 B 55 tip 12 "t0 9 8 @ 45 - )d' I2 10 9 $ 8 6 5 14 12 10 9 a 3 _ 14 72' 10 9 6 7 - 9..a' 8 8 8 7 5 4 SPECIFICATIONS t4 12 10 9 8 8 4 - 14 12 10 9 6 8 '6 33 14 12 10 9 8 8 6 6 14: 12 10 9 B - -• 14 12 to.9 $ 7S - - a 8 8 A 8 7.5.5.5 4. ON SHEET S3 14 12 10 9 8 5.5 3 14 12 to 9 8 8 43 14 12 10 9' 8 8 6 6 14 12 9.5 75 4 - 14 12 0.5174 63 33 - 8 8 1) 7.5 6.5 43 3.5 - 6•-0' iS 12 14 9 8 5.5 - - 14 12 t0 9 _8 8 4.5 - t4 72 10 B 9 8 6 6 SS 72 10 9 8 4 14 12 t0 9 6 8 4 8 @ 8 8 8 8 8_7.5 14 t2 10 9 B J 14 12 70 9 8 8 _ 14 12 10 9_ a B 5.5 3,5 14 12 10 9 4.S - - 14 12 10 9 7,5 4 - 8 6 8 $ 7.5 5.5 4 J t4 12 10 9 8 5 M. '14 12 10 9 8 8 4 td t2 t0 9 $ 8 6 53 i4 t2 10 8 S - ii 72 1D 4 9 4.5 - - 8 8 8 a 8 8 43 - 14 12 10 9 8 4 14 12 10 9 8 6.5 3 14 12 10 9 B B B 14 12 8 45 - - 14 12 ,a GS 5.5 - 4 3 *' 7,_O' 44 12 10 9 9 4 _ 14 12 10 9 0 5S 3 - 14 12 10 9. 0"�a 6 - 14 12 10 9 6 - - 14 12 10 9 8 7 8 8 8 8 8 8 7.5 G is 12 10 9 4.5 - i4 72 10 9 8 4 _ - 74 12 IO 9 8 7 4 14 12 10 5.5 - - 14. 12 10 8 6.5 - - 6 8 8 8 BS 5 3.5 - 14 -12 10 9 7.5 .75 - 14 12 10 9 @ 6 - 14 12 10 '9 8 e' 6 - 14 12 '70 6 - 14' 12 10 5:5 7 - 8 9 8 8' 7 5 4 14 12 10 4 5.5 3 id 12 10 9 8 4.5 - - 14 t2 10 9 8 8 - - 14' ti 7 - - - - 14 it '7 5.5 3.5 - - 8 8 7 55 4.5 3.5 - - 5,_O. 14 12 to 0 5.5 _ - ^ 14 12 10 9 8 4.5 = = 14. 12 10 9_ 6 $ - 14 72 t0 7 4 _ -- 14 12 YO 9 e .3 - _ 8 a B 0' 8 7.5 7 4 ♦SEE LIMITATIONS OF USE FOR 14 12 10,55 3 -- 14 12 t0 9 8 14 12- I0 9 8 5-5 14 12 85 3 - 14 12 8-5 7 4 8 8 8 7 5.5 4 3 BLADE lA ON SHEET 19 14 12 10 9 5 14 12 10 9"8 i 14 12 10 9 8 8 - 14 12 9.5 - - - - 14 12 9.5 75 4.5 - - 8 8 a 7.5 6 4.5 - 14 12 10 6.5 4.5 14 12 t0 9 7.5 - - 14 12 10 9 9 - - - 13 9.5 4 - - - 1J 93 6.5 5 - - - - 8 8 $5 5 4 3 - - 14 12 10 6.5 4 - - 14 12 IO 4 7.5 - - 14 12 10 9 8 - - 14 12 10 5 - - is 12 10 9 55 - - 6 0 8 8 8 8,5 6 3 14 12 0.5 4 .._14 i2 10 9 45 - 14 12 10 9 7.5 - - 14 115 4.S ^ - - - - 14 115 7.5 6 - - - - 8 9 7.5 6 S 4 14 12 10 6, 4- 14 12 10 9 7 14 12 10 9 8 - ti 12 5 - - - - - 14 12 8 65 - - - 8 e 8 65 5.5 4 ^ 14 12 9.5 5 3.5 - 14 12 10 9 5.5 - - - 14 12 70 B 8 - - 11.51415 - - - - 11.5 8.5'5.5 - - - B B 9.5 4.5 35 ^ - 14 12 9.5 5 3:5 - - t4 12 SD 9 5.5 - - - 14 12 10 9 8 - - 14 12 7 - - - - - 14 12 10 7.5 5" - - 8 8 6 8 8 7.5 4.5 - 14 12 S5 3 74 f2 10 b 3 - it 12 10 9 6 - - - 14 f03 3 - - - - - 14 105 7 3.5 - 14. 12 9 4.6 3 14 12 IO 9 5 - - _- 14 12 10 9' 8 - - 14 '11 - - - - 14 it ].S - ii 12 J 14 t2 10 - _ 14 F2 10 - - - OS 8 - - - 0.5 8 5 - - - 1 14 12 7 - - --_ ^ 14 12 10..- - - - - 14 12 10 - - �• 14 12 5 - 14 12 10 - - - - 8" B B }4 "12 4 14 12 10 - - 14 12 10 -• - - 123 93 - - - - - 2S 95 6 - 8 8 6 4 .) - 14 12 10 - - 14 12 10 - 13.5 10 - - - 14 10 7 - - a 8 7 5.6 4.5 - - 14 12 5.5 - - - - 14 12 ttl - - - 14 t2 10 - - - - 9.5 7 - - - - - 9.5 7 3.5 - - - - 8 7 - 12,-0` )S 12 55 - - - ii 12 t0 - - _ - is t2 t0 - - - - 74 Y2 4 - - - 14 12 to - - - _ 8 8 a 8 _8 6 3 14 12 3 - - - - 14 12 8 - - - - 14 12 10" •^ - 1.5 8.5 ^ - - -• Ll-_5 B.5 4 - - - - 8 8 5.5 14 12 5 - - - - 1 12 10 - - - 14 -12 t0 - - - - 25 45 _ _ _ .. 3,S 93 4.5 - - - $ e 6 -'S 4 - - �} HV BLADE OR HV BLADE 14 12 - - - - - - 14 12 - - - - - 14 12 - - - - - 9 4:5 - - - - - 9 6:9 - - - - .. 8 63 4.5 SS 3 - T3,-O�'.14' t2 - - - _ 14 12 - - _ = - 14 t2" ^ - - _ - )4 12 - _ - - t4 12 - _ _ -' 8 8 8 8' 8 4,5 = i4 70 - - - 14 i2 - - Si 12 - - OA 5.5 - - 0.5 8 - - 0. a 5. 4 3.5 - iN,Z fA HV WINDOW BLADE 14 12 '- - - - - 14 12 - - - - 14 12 - - 113 6 -• - - - 1:5 8.5 - - - - - 8 8 $5 4.5 - - - - j� j fJ f� UNISON f'� 14 12 - - - - 74 12 - - - - - - 14 f2 - _ _ _ - 8 3 - - - 8 6 - - - - - - 8 6 4 3 - - - WORKING IN UNISON 14,-0" 14 12 - - - - 14 12 - - - - - 14 12 = - - - - 14 :9 - - - - 14 12 - 9 e a 6 7.5 4 - 74 7 14 12 ti 12 - - - to 4 - - - - - 40 7.5 - - - - 8 75 $ 4 3 - 14 t1.5 - _ _ _ - 1i I2 - _ - 74 t2 0.5 4 - - - 10.5 8 - - a - 14 _ - _ _ - _ 14 _ _ _ _ - 14 - - _ _ _ _ 7.5 _ - _ _ - _ 7.5 - - - _ - 73 5.5 3.5 3 _ _ - rt_. t4 _ _, _ _ - _ 14 _ ._ _ _ _ _ _ 14 - - _ _ _ 14 - _ _ _ - _ 14 _ - - _ _ _ 8 8 8 7 7 3.5 - _ _..._ _ ...._w_. - - - _ 14 - - - - 14 - ". -' - - 74 - - - _ .. _. 9 - @ :. �" 8 7 45 35 3 14 - t4 - 74 - .t0 - _ _ _ _ 1p _ - _ _ _ 8. 73 5 4 - - 14 - - - 14 - - - - 7 - - - 7 _ - - - - - 7 5.5 14 _ _ 74 - _ - - _ _ t1 - - _ 14' y 14 _ - - - 8 a' a 7.5 6 3 ... _ - - 44 - _ 44 s4 g 14 _ _ _ _ 14 _ _ _ 14 _ - _ _ ,r, ti. _ _ _ - 9.5 E=- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Gi 2017 EASTERN METAL SUPPLY, INC. 02017 TILTECO,INC.� I nes•., yz BERTHA KVTm F TIL E C 8 INC. A.S.S,A. KV Accord/W/OR er 0 KV. MM stem MADE +7 TILLIT TESTING & ENGINEERING COMPANY American ShU BP Sp5f19tTiS EV.N li scOml7oN _ DATE ORAwt+Or: ic. .,�.I ,,�JJ�/ ssociefion Inc. I DLO 15-Das 7/z7J1 fume: a]/z7/n '' , 6355 NAM.36U.St..Sia 30.5,W{GitaA GN00+S.fIORO 331C ----� y�° Pironc:(305)871-1530.Fu4:(305)871-1531 4268 Westroads Drive 2 DRAWING No • �G. t+ o mon: 1uto o4oaxarl West Palm Beach, FL 33407 3 !p N4+ 4. 17-107 • NAL rG 11j4 t WALT A.T UjTtg,.P.E. 5 P.E. SERIf3K3NtSTIIREfDATE FLORIDA a +4167 6 SHEET OF 20 MAX MUM,ANCHOR* SP�,JN�j(n) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIRCONCR EMENTS:POURED CONCRETE OR ETE BLOCK SUBSTRATES A.U.DESKS NFC=TAE PRESSURE R TING-aMD A CORRESPONDING MOUNTING TYPE FOR CONCRETE 4R QDWME BLOCK INH* 1iT S (SEE MOUNDN7S E,G,&H ON SHEETS 6&7) i.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE/CONCRETE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.Pc-3 ksi) MAm4uM EQ WALL SILL MOUNTING ©CEILING MOUNTING /FLOOR MOUNTING,._ - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. (Min, fc=3 IGT) STANANCHORS SPACING LEGEND - 1/4"O It 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL.POINTS SCREW,BOLT&SPECIALTY COMPANY_(Mtn. ('c 3 Rei) kiit1ESat Rgr41t6£1'RES41r�iMTu1G S1t. KECARIE Pt6SSNaE 1M7010 .0.OE907I 78CATNE. RA7nt0. ) "0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT,INC.(Min.Fe -2 k si) 3Q 40 60 75 SIO 120 160 205 30 40 60 75 9p 12d 1G0 205 30 40 60 75 90 120 160 205 TAPCON WITH ADVANCED TAPCON OR - 1/4'0 TAT'PER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND QI WITH EU A RI POINTS SCREW,BOLT A SPECIALTY 14. 12 .10 9 8 8 6 55. 14 12 't0 B a 8 6 b t4 -12 TOT 9 e a -6 6 THREAEIFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN 5HLTTi£R SYSTEMS ASSOCIATION,INC, 3'-0' 14 12 10 9 8 8 6 6 14 12 t0 9 8 8 6 6 14 12 10 9 0 8 6 6 (Min.fc=3 ksi) OR 14. Y2 76 9 B 'K 8 s 14 t2 t0 9 8 8 6 6 Y{ t2 i0 9 $ $ } 5 All POINTS SOLID-SET 14 12 f0 9 $ 8 6 7 14 12 10 9 0 8 6 6 14 12 10 9 8 a '6 5 BLUE TAP RI CAP NOTESN 14 12 10 9 0 7 5S 3.5 14 12 t0 9 8 8 6 6 14 12 f0 9 0 8 6 5 TAPPER AI)MINIMUM EMBEDMENT INTO POURED CONCRETE A 7ANCHO OR TAPCON WITH ADVANCED THRFALIFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS I5 T 3j4',AND FOR BLUE TAP Wf CAP ANCHORS IS 2 1f2'. 4'-O• t44 i2 YO 9 6 a 6 -8 14 72 t0 9 8 8 6 14 12 10 9 a 6 6 53 14 12 t0 9 6 6 6 14 t2 10 9 8 8 8 4S 14 12 70. 9' 0 6 4 35 A2)MINIMUM EMBEDMENT OF 1j4'0 x 3/4"ALL POINTS SOUO-SET ANCHORS SHALL 8E 7($"INTO THE POURED CONCRETE NO EMBEDMENT 14 72 TO-@'-8 8 6 4.6'_14-t2 10 9 -8. 8 6 5.5 14 12 10 9 8 8 6 4S Iwo STUCCO SHALL BE PERMITTED. 1/4*0-20 S.S.MACHINNE.SCREW USED SMALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO ..14 t2 70 9 7.3.5.5 JL5 - 14 72 to 9 a a.. 6 5 14 f2 f0 9 0. 7 5.5. 4. +sEE U�AR0N5 OF.usE FOA EXIST,AND'I'MINIMUM FOR WALLS WITH ND STUCCO. /4 '12 10 "9 _8 8 6` 6 I4 12 10 9 .8 $ 6 5.5 14' 12 10 9 .8 8 6' 45 a:ADG ADN Sn2T l9 5'-0'. 14 t2 10 g- 8 7 4 - 14 12 10 9 8. 6.5 5 3.5 t4 12 90 1 8 10.5. 5 3.5 '3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOP., f4 12 70' 9 8 7.5 4.5 14 12 10 9 8 6. 6 4.5 f4 12 10' s 8 5 4.5 .75 ANCHORS SMWl BE LONG ENOUGH TO REACH THE-MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 eS 45 - ^ is iz to 9 8 75 5.5 4 14 12 10 '9 8 -6-4.5 35 NOTES A:t)&A2)A90VE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 14 12 f0 9 a e' 6' - .14 12 t0 9 0 e 6 5 T4 12 10 9 a 6.5 5 33 INSTALLATION INTO M WITH METAL STUDS SEE SHEET 20, i4 t2 10 9 7.5 5.5 3 14 12 10 BS 7 S.S. 4 3 14 112 8 8.5 5.5 4 3 - 14 12 10 9 B 6 - - 14. 12 10 0 8 6.S 5 3;79 161z f0 0.5 8 5 4 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 74 12 $ 6.5.SS 3 - - 14 72 70 a 8 6S 4.5 3.5 14 12 l0 8 7 5 S.s 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LLW.SUILDEX. 74 12 .t0 9 $. B - - 74 T2 70 9 a 7 5 4 14 t2 70 9 7S Sa 4 3 - 1/4'0 z 3/4"ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCRLIY,BMT&SPECIALTY COMPANY. 7•_,0• - -6 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. i4 I2 10 8 6.5 4 - - 14 12 9 7.5 6. 45 3.5-- 14 MOS 7 .5 4.5 3.5 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC:,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY .14 12 to.8.5 7 4 - 14 12 10 9. 75 5.5 4. - 14 12 9: 7 75 45 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AAERICAN SHUTTER SYSTEMS ASSOCRTKXI.INC. 14 11 7 S.S.45 1- 114 1 72 10. 9. 75 5.54 14. 12' 9 7 6 4.33 _ $:yp. 14 12. to 9 0 6.3 - - :14 12 10- 9 8 6 4 14. 12 00 E 65..6- 3S - NOTES: 14 tZ 8.5 7-.LS 3 - 14 112 8 65 5,5 4 1 3 - 12.5 9.5 6 5 4 3 - - &1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND IAPCON 14a 95 7.5 6 - 14 12 9.5 8 6.5 5 - - 14 12 a 6. 6.5 4 - WITH ADVANCED TNREADFORM TECHNOLOGY ANCHORS IS i'. 13 9.5 16.5 1 5 3.5 - - 14 112 10 8- 65- 5 - 14 12 8 6.5 5 4 - - 9.-0. 74 12 t0 9 8, - - 14 12 IO 9 iS 4,S - _ f4 12 BS 7 9.8 4 = - B.2)MINORUM EMBEtlMF.NT OF 1/4"0 x 3/4'ALL POINTS 50L.10--SET ANCHORS SHALL BE ENTIRELY CMBEDOEO INTO THE CONCRETE BLOCK.NO u tt,5 75 6 4 - 14 tt 7 S,s S 3S - -'"iT a 55 4,5 3S - EMBEDMENT INTO STUCCO SHAD BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'TONG MINIMUM SHOULD STUCCO 14 12 8 4.5 43 - - 14 12 85 -f 5.5 4 - 14 104 7 5.5 0 4.6 - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. k_I_5 8.5 3,5 4 - - - - 14 12 9 7 6 4.S' - - 14 11 7 95'4.5 3.9 - t 0•-0` 14 12 10 9 7'5 - - - 14 12, 10 8 8.5 5 - - 14 12 8 6 5 4 - - B.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS.OR ANY VE ER BE FOUND ON THE EXISTING WALL-OR FLOOR. 14 t0.5 7 5- 3.0 - - - 13 9.56.5. 5 4-. 3 _ - 10 74 5 4 3 - - ANCHORS SHALL BE LANG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES..ANCHORAGE SHALL BE AS INDICATED ON 14 t1 75 35 - - i4 11.5 9 6 S 4 - - 25 SIS 6 5 -4 4 - NOTES 8.1)&B.2)ABOVE.FOR 1NSTALLA170HS ON VINYL SiORIG OR EIFS YtRti OR WITHOUT META.STUDS CONSULT THIS ENGINEER 10.5 6 5. - f4 12 8 6.5.5,5- - 13. 10 85 5 4 3 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 74 t2 10 - - I- - - 14 12 9__L 6 4.5 - - 14 HIS 7 55 45 3,5 - t t2.5 g,} 5 - - - 12 9 6 4.5 4 3 - 9 7 4},&S 3 - - - (C) ANCHORS SMALL e£INSTALLED FOLLOWING ALL OF THE REGOMMENOATIUNS AND SPECIFICATIONS OF THE ANCHOR'S,MANUFACTURER. 14 to i` - - - 14 111 7 5.5 4 5 - - - 17.5 eS SS 4S .75 - - - (0) SEE SCHEDULE BEi.GYt FOR EWE DISTANCE(EO.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. SIA 7 4.5 - - - - - 14 11.5 7.5 6. It - - - 12 9 6 4.5 4 - T2`-014 12 f0 - - l4 12 8 8.9 55 - - - 13 10" 6S 5 4 - - - US SPACING SCHEDULE FOR ANCHORS: It a SS- 4 3.5 - - - 8 6 4 3 - - - M MMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE.INDICATED,REDUCE ANCHOR SPACING' 13.5'SIS G - - - 13 9.5 8:5 5 4 - - O.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. ' BS - - 14 10.5 7 SS 4.5 - - .N' aS Ks 4:5 35_ - REDUCED SPACING.OBTANEO.USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13•-p' - - - 14 114 z5. 6 5 = - 12 9: 6 45 c - _ FACTOR OS e - - - - 1d 75 5 4 3 17.5 55 4 3 ^cTl'T� TAPCON WITH.ADVANCED' TAPPER+ 25 - - - 12 9 B:4.9' 4 75 i - - EOG£ TAPCON THREADFOt2M TECHNOLOGY 'POINT.SOUR SET BU1E TAP Wj CAPMIN. SPACING 6 - - - - 13 9.5 6.9 S - - 7S' 5 4 - - 1' B DE OR D1QTAt4CE MIN.5PACINO m 3' IAIN.SPACING=-3` MIN.SPACING 3 112' MIN.SPACING m 3' 3 3j4" 4" 14,-a` 4 . _ _ _ - 14 I`O5 7 SLS - - - 8.5 55 4.5 - - _ E0.- - - 9 7 4.5 35 - 5 3S 3 BLAS A•�WZ WCONCREO RUE& ICIHED CONCFETE CONDIM BLODR POURED CO BETE& PCOD CONETE BL CK&Pom Oa1a6:1E CONDREM BLOCK IIS e _ - _ _ _ 17 8 45 4,5 - - - 6.5 4A..- _ _ _ V NQLMN FA.x}' E0..3//2"MN,E0..2 1/2' ICFL ED:n3 1/2"MN EA.•2 tJ2'7.5 - - - - - 72 9 a - - - - T 4S - - - -13s10 E 5 - - - - BLADE WORKING - - - -15'-0- 14 - _ _ ♦♦�� ,,tt E�,�! 2 1/2' 0.81 1.0 - - 0.67 1.0 8 - " - - - 8:S 6.5 4 - _ - S 3 'IV 4N`SQt,�� "'_ - - _ _ _ - 105 - 5 - - - 6 4 -2' - .. 0♦71 - - O.S1 T 11.5 85.Ws' _ ..: _ .: 9 a5 45,- _ _ t 3/4•. - 0.91 _ - -• 0.43 16•-O' 14 _ _ _ _ 7ZS 95. b_ - - - = 10 7.} 5 - - - _ ._. - ._..._ - g. 8 e 4 1/2' 0.35 0.35. FLORIDAMN �Q(}�{NOn- igh 'VBiociEy Hurricane Zone 02077ILTECO.INC. BERTHA W. A S A Accordion Shutter System Q 1 i. E 0 INC. ■ _ ■- ■ ■ FLU aAx#1 w/OR,W/b H.V WINDOW mADE T1LL1T TESTING dR ENGINEERING COMPANY Arnertaon Shutter:Systems EV.N. DESCRIP ION - GATE DRAWN 6Y:/LC. 'w •. �F "'•` 6355 ILW,3661,St,Ste.306.V6iCiFM curoau•,1T.0a10A 3310Assoc€ation, Inc. t OLD 15-085 7j2711dAtE: 07/27/17 O 4268 Westroads Drive z -prwne:(SOS)$7.1-IS30.FDA:(305)871-1531 DRAWING NO t++'•., (JA�d<� *'Y 4a1 a-mea:6N1uad4acom )Nest Palm Seocit, FL 33407 3 +�/ + -7 lSYff'�II11.�,.......'+"�`P��/f, WXITERA.YIILU(19r.P.E. 4 1/ 1 O V . It ` RARIDA Ua 44167 S SHEET P E SC4t 61T{9g DATE e - 13' OF 20 A�+SYlhil�M ANCHOR! SPACING (in.) SCHEDULE FOR A GNFN MM, SHUTTER SPAN A.S.Q DESIGN NECATTVE PRE iIRE RATING AND CO RESPONDING 1!OUNTiNG TYPE EQR CONCRETE OR CONCRETE 13LOCK iNSTA100n (SEE MOUNIINGS 4 J.K 74 L ON SHEET 7) POURED CONCRETE POURED CONCR CONCRETE BLOCK ANCHORS ,SPACING LEGEND UK,CWUM I WALK OVER 6e Ii TRENCH Oj RAINGUARD MOUNTING OK WALL/FLOOR MOUNTING &&ALL/WALK OVER MOUNTING SPA" _.....�_._NOU _ _ TAPCON OR OQ :OE46N KMM P CSW 1WINO --As.G.100 KrAM R4v�,W ASA:DMVN riEc4ir7 PmwgE WM +:s.G.6ESIM KIIAME e E Wr-R W, TAPCON WITH ADVANCED 30 40 GO 75 I 90 12060 160 205 30 40 60. 75 90 120 760 203 30 40 60 75 90 11201i6() 40 205 30 73 90 120 160 205. THREADFORM TECHNOLOGY 14 12 10 9 8 a 6 6 12 112 112 112 12.11.5 8.6 1647 17 7 7 7 1 7 1 7 &S '5 5 1 6 is 5 5 5 5 ALL POINTS SOLID-SET 3'-O" 14 12 TO 9 0 8 6 8 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 BLUE TAP LESS 24 12 10 9 6 $ �6 b 12 72 12 i2 0.5 8 6.4.5 7 7 7 7 7 7 7 6.5 5 5. 5 5 5 5 5 S 14 12 10 9 8 8 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 3: 5 5 5 5 5 5 S TAPPER+ 14,t2 t0 9 8 8 8 6 12 12 12 12 1.5 8.5 65 5 7 7 7 7 7 7 S5 4 5 5 5 S S 5 4 :4�-0" 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 0 8 8 6 6 12 12 12 9.5 a 8 4,S'3.5 7 7 7 7 7 7 6.5 5 S 5 5 S 5 5 5 -9 14: 12 10 9 8 8 a 6 12 12 12 72 t0 7S 55. 4 7 7 7 7 7 7 7 5.6 5 5 5 3 5 5 5 S 14 12 10 -.9 a. 8 6 a 12 12 12 11 A 7 '5' 4. 7 7' 7 7 7 55 .4 3 5' }' 5 5 5 4 3 .5,�" T4" t2 10 9 8 $ d 9- 12 11 t2 12 t0 7S SS 4 '7 7 J ? 7 7 7 7 5 5 5 5 5 5 3 3' 14: 12.10 9 8 8 6 6 12 12 95 7.5 .e 4.5 3S - 7 7' 7 7 7 7 5 3:5 5. 5' 5 5 5 5 5 4. SEE ANCHOR 14 12 40 9 8 8. 6 6 12 12 72 95 a e-4.5 7 7 7 7.. 7 7 SS 4 5 5 5 5 5 3 5 14 12 to 9 8 8 6 0 12 12 1.5 9 75 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 s 3 3 5 +.5 Js - SPECIFICATIONS 14 12 '10 µ9 8 8 e 6 12 12 12 10 8 6 45 3.5 7 7 7 7 7 7 7 7 5 5 5 S 5 5 5 S ON SHEET 13 t+ 12 10 9 8 8 8 9� 12 12 8 6 5 + 3 7 7 l 7 7 5.5' 4 5 5 5 5 5 5 4 3 14 12 10 9 8 8 8 0 12 12 10 a 85 3 .15 ^ 7 7 7 7 7 6 4.5 •- 5 5 5 6 5 5 4.5 - 14 12 10 9 8 a 6 6 12 12 19 8 6.5 5 35 7 7 7 6.5 5.6 4 7'^0• 14 IT 10 9 6 8 66 12 52 t2 &6 7 .3 4 J 7 7 7 7 7 7 6 5 5 5 3 3 "5 S 5 T4 t2 10 9 8 8 6 6. i2 10 6S 5 4.4 3 - - 7 7 7 7 6.5 5 3 - 5 5 5 5 5 5 315 3 14 12 10 -9 a 8 6 6 12 12 OS, 7 5.5 4 ^ 7 7 7 7 7 -5 - 5 5 '.5 5 5_ 5 4 O'VALID ONLY FOR UP TO +70, -7`J 14 12 10 9 8. 8' 6 - 12 12 85 7 Ss 4 3 7 7 7 SS 4S 3 - " s 5 5 .S 45 3S - PSF A.S.D DESIGN PRESSURE 6,.-0. t4 iz. 10 '9 a- a 6 - 12 12-OS 75 6 4S 35 i^ 7. T. T 7 7 7 4 'S s -5 S 9' S S 5 RATING & FOR SPANS PER 14 T2 10 9 8 8. 6 - 12 9 fi 4S ♦ J - '7 7 7- 7 SS 4 - - 5 5 5 5 5 4 3 SCHEDULE #3, SHEET T 1 14 t2 10 A 8 8 e 12 11 711 6 5 .75 - 7 7 7 75 6 4.5 - S 5 5 5 5 4.5 ^ 14 12 10 9 6 $ - /2 t5 75 6 5 SS - $- 7 7 aS 3 + - - 5 5 5 5 i 3 - 9,^O" 14 12 70 9 8 a - I2 17 9.5 6S S.5 4 3 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 I4 12 10 9 8 8 0.3 8 5 4 3.5 ^ 7 7 6 5 3S 5 5 5 3 5 f 3 12 10 0 8 8 - 12 10 6.5 5 4.5 - - 7 7 6.5 5.5 - - 5 5 S S 5 4 14 1�2 t0 IT 8- a 12 O5_ 7 S5 4.5 15 - 7 J 6.5 4.5 3S - - 5' 5 5 4.3 &51- 14 10 9 8 8 - - 12 i i I S 6 5 35 - - 7 7 7 7 7 7 445 - 5 5 5 5 5 3 5 45 10•-O"74 10 9 8 8 - 9S 7 45 15 3 7 7 7 5.5 4.5 - 5' 5 5 5 4.5 3.5 - 14 10 9 8 8 12 9 6 5 + 7 7 7 6 5 - 5 5 5 4,5 5 - 14 t0 9 8 8 ^ 12 9.5 6 3 4 3 7 7 5 4 - 21'-O'14 10 9 tl a - - 12 10 7 S.S 4.5 3S - 7 7 7 7 7 T 3S - 5 6 S 5 5 5 S 4 ` ' 14- 10 A e 8 - - 8.5 I1 .8 4 3.5 J - - - 7 7 6 5 4 - - 3 3 6 5 . 3 - HV BLADE ONLY 14 x'10 9 8 8 - 11 8 55 4 - - J 7 J 5.5 t.5 - 5 5 5 5 4S - i i F 14 10 9 6 - - 1.5 8.5 5.5 4.6 3.6 - - 7 7 4.5 3S - - - 5 3 45 3.5 3 - - T2'^0" 14 SO9812 9.5 6.5 5 4 J - - 7 7 7 7 7 6 S 5 5 5 5 5 3 45 J.5ti 70 9 8 8 6 4 3 7 7 SS 4S 15 - 3 5 5 4.S 4 3 ^ 14 12 10 9 6 10 7.5 5 4 7 7 6 5 - 5 5 5 5 4 - 14 12 t0 9 8 0.5 8 5 4 JS' - 7 6.5 45 3.5 - 5 3-45 15 3 - ^ 14 /2 10 9 8- - - 15 8.5 6' 4.S 3.5 3 - 7 7- 7 7'"7 4:5 - 5 5 5 S 5 5 {.5'35 14 12.10 9 8 7^5.5 3.5 3 _ 7. 7 5 4 3 - - - 5 5 6 4 3 - - 14 12 10 9 8 9 7 45 .75 - 7- 7 5.5 4S - - 55 6 4S' ! - - ^ 14 12 10 9 - - - 10 7.5 5 4 3 7' 6 4 3 5 - t4'-0" 14 12 10 9 - - - 0.5 8 5.5 4 3.S - - l 7 T 7 7 4 5 'S 5 5 5 14 t2 10 p - 6S 3 3 7 7 5 35 - 3 3 3 4 - - - 1{ 12 10 9 -• a.} BS 4 - - - _ - 7 7 5 4 _ - 5 5 S 4 - 14 12 10 - - - 9 7 4.5 35 3 7 s5 3.5 - 5 5-35 3 - 15'-0" 14 12 f0 - - - - 10 7.5 5 { 3 - 7 7 7 7 7 3.5 - - 5 5_ 5 5. 5 9 4 ] 14 t2 6 4.5 3 77.4S 3 - - 3. 'S 4.5 3S - - 74 12 70 - - - 8 8 A - - - 7 7 a - - 3 5 5 a - - - 14'':12 t0 - - - 8.a 6:5 '4 3. - 7 5S 3.5 - 5 5 3.5. - - - 14 72 10 - - - - - AS 7 4.5 3.5 3 - - 7 7 7 7 6 3 5 5 S' S 3 4.5 35 16'-0"14 12 YO - - - - - G 4.5 3' - - - 7 6.5 4 - - - -5 5 4 3.5 - 14 12 76 - - - - --75 3.5 75 - - - - 7 N H - - - - 5 5 45 - - - FLORIDA BUILDING.CODE(Non High Velocity Hurricane Zone - 411 L/ a ^ 02017 TILTECO.INC. 0 2017 EASTERN METAL SUPPLY,INC. ''' A ucE,9., = BERTHA HVTM ANSAAccordion Shtitter System �' 71LLI7 TESTING & ENGINEERING COMPANY American Shutter Systems gy,.N OESCpIRBON GATE 01tAY/N 8n LO. fy(�;Lip" Association, Enc. i OLD 15-065 7/27!1 OASE: 07/2767 w� Q�.•. '" 6755 N.W.36'.h.SL,Ste.305,1MWr OAROUt6.FLOr4W 3]16 0 4268 Westroads Drive 2 Ptwne (705)871-iSSO..rn4:(705)871-1531 DRAWING NO � 1174 .-me;E 1ilfeso0oa.cam West Palm Beach, FL 33107 3 'ssjQ ill N��1j44, EB-OWS719 4 17-107 11A ER A.'OLLIT Jr.P.E FLORIDA LTc-t 44167 5 SHEET P.E. Sf3tCNASURE/DATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RAIING (p 8RESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE-IFOR A QMAx SHUTTER $PAN NEGATNE A S Q QESICN PRESSURE RATING AND A CORRESPONDING MOUNTING (SEE MOUNnNOS-ON SHEETS 16&17), t._._J F3 T F:;?,.Aa-T- E SO ERN FINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MI G90 Fb W/ Wj MIN. G=0.43 W MIN. G=0.36 uAxlMUu SPAY(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT I WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS 8A:WALL MOUNTINGS B.G. WAIL MOUNTINGS W & X W & X W & X P & 0 S&V S &V S &V tt93t Rrt3tA L1f1RFE FARE[P4 EESV`i 0Cl,A`,iN5'RK iAR4 f}3i 9RRt 1l.41d 15139.1E pNtC iE0 092 WLARk EVL�9tS HGNC(r0 -.i1D3t KD7fd RS4FE(0.11 f{�) 09N I'JAih P9iVkI eARC RTA•IE P099CF FA11C IFI ` RCGI.RUE,ET7 m FAA51pq 0.0901 RGIi'C RMES i/M.(p.0 AS0.Pam ISE POR ww(4 30 40' 6D 15 90. OS 30'40 64 75 90'05 30 40 60 75 9045t4O L. 75 94 OS 30 40 60?5 90OS 30 60 64 75 90 05 30.40 60 75 90 05 30 40 60 75 -90 OS 30 40 64 75 94 05 30 40 60 75 90 05 '-0"0R LFSS i2 10 10 9 8 8 6 6 6' 6 6 6 12. 10 10.9 8 8 6. 6' 6 6 12 10 10 9- 8 8. 6 6 6 6 6 8 6 5 4 4 4 3 12 12 12 12 1212 12 12 12 12 12 72 12 12 12 12 12 12 4'-0 12 10 SO 9 8 8 6 6 6 6 6- 6 12 10 10 9 8 8 B 8 6 6 12 ;O 10 9 8 8 6 6 6 6 6 6. 6 5 4 4 4 3 12 12#12 12 12 12 12 12 1212 12 t2 12 12 12 12 12 72 10 10 9 8 0 8 6 6 6 8 S.5 12 10 10 9 8 8 6 6 6 5 12 10 10 9 8 7 fi 6 6 6 6 5 6 5 4 4 4 3 72 12 12 12 12 12 12. 12 12 12 12 12 12 12 12 0.5 12 10 10 9 8 6.5 6 6 6 fl 5.5 4.5 72 10 t0 9- 8 S 6 ,5 5 4.5 52 IO 10 8 6 3.5 8 6b b 5 4,5 5 5 4 4 3.5 - 12 12 12 12 t2 12 12 12 72 12 !2 t2 t2 120 $S 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 S 4 3.5 12 10 10 7 3.5 - 6 '6 6 5 4 3.v 6 5 4 4 - - 12 12 12 72 12 t2 12 12 12 10. t2 12 12 0.58.5 7.512 10 10 7.5 4.5 3 6 6 ^6 5 4 3.5 12 tO 70 6 3.5 - 5 .5 3.5 3 12 10 10 4 - 6 8 S S 3.5 3 6 5 4 - - 12 12 t2 12 12. 12 12. 12 it 9:5 12 12 7.5 9 7,5- - 12 70 10 5 3.5 - 6 6 55 5.3.5 3 12 10 9 a 6 8 4.5 4 3 3 12 10 4 3 - - 6 6.4.5 4 3 3 6 5 3.5- - - t2 12 12 10. 12 12 12 1L, 9,5 8.5 12 12 t0 86.5 5,5 ttl'-0' 12 10 7.5 4 6 6 5 4 3 - 12 10 6 3 - - 6`.6 4 .5 3 - 12 10 3 - - - 6 ,6 4 .5 3 - 6 5 - - - 12 ;2 1.59,5 t2 t2 12 0: 8.5 LS 12 12 9 7 fi 5 I1'-O' 12 10 5.5 - - 6 6 4:5- - - 12 10 4.5 - - 6 5.5 3.5- - - 12. 74 - - - - 6 5.5. 4 - - - 6 5 - - 12 12. 10 8.5 12 12 12 9.5 8 7 12 12 $ 6.5 5.5 4.0" &104,5 - 6 6 k - - 12 tb 3.5- - - 6 5 3S- - - 12 I0 - - - 6 56 5 - - - 12 12 0.5 8 12 12 I 1 8.5 7 6 12 t13'-0" - 6 6 - 12 10 - - 6 4.5 - - - 12 7.5 - - - 6 4.5 - - - 6 <.5 - - - 12 12 8.5 7.S 12 12 10 8 65 5.5 14 0.5 7 5.5 4.5 4 14'-0" - - 6 5.5 - - - - t2 7 - - - 5.5 4.5 - - - - t27 - - 5.54. 6 3 - - - i2 72 h2 9.5 8 8 12 12 9.5 7.5 fi 4,5 12 9,S 6:5 5 h5'-O" - 12 - - - 5 - - - - 12 - - - -. 5 - - - 6 - - - - - 12 12 11 9 7.5 5 12 12 0.5 7 6 4 12 96 8 4 - 16'-p" 6 - - 12 - - - 5 - - - -• 11.5- - - 5 - - - - - 6 12 17. $ HV BLADE BLADE OR 7 HV BLADE W/ q& HV WINDOW BLADE WORKING IN UNISON' •SEE UM�,[ATIGws CF USE FOR FIEAO• i�A G+SHEET 19 } NOTES ON ANCHORS REQUIREMENTS: W00D SggffRATE . 3.SUBSTRATE SKAtt CONSIST OF-INE t-OUAmNG: t.ANCHORS TO WALL FLOOR OR SOLID W000$OFFTT SHALL BE AS FOLIA'A5: -SOUTHERN PONE No.2 W/G=0.55(NAS) - 1/4"0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.DUILOEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0,50(N.DSJ EACH SECTION ON SHEETS 16&17. -SPRUCE PINE RR NORTH W/C=0.43(N,D.S.) EXCEPTION:SEE NOTE 2.BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(NA.S.) -MLN,1/2'CDX,PLYWOOD(1966 APA) 2.ANCHORS TO PER NOS 2015 SHALL 8E AS PER MO(1NT1NG TYPE U,SHEET 17 AND SHALL CONSIST OF LAC SCREWS AS PER NOS 2015 SPECIFICATIONS. -4,ANCHORS SHALL TU INSTALLED FOLLOWING Al.l.OF THE gECOMNE11UAnONS AND SPECIF7CA'RONS Oi'7}ib . ANCHOR'S MAAUPACEUREit t+tuarai,,,e FLORIDA BUIID(NG CODE{Non Nigh Velocity Hurricane Zone `ytyl�it`r• ", Ike, 7Y�:� 02017 nLTECO'INC. Q 2017 EASTERN METAL SUPPLY,INC. gL iCEJy;S�i;.,.'�� 13ERTHA VVTM A S ,A Accordion Shutter System TL E C d ANG . . . . tLv 13tNJE# w/OR w/o KV.WINDOW RAD `'�' .� '; TILLIT TESTING'& ENGINEERING COMPANY Aml9fican Shutter Systems LY,N DESCRIPTION DATE ORAB71 BY: L.C. Association, ific., t OLD 15-085 7/27/1 7 DALE: 07/27/17 8145.N.W.ZZ%.St.,Ste.305,MR43M GARDENS,FLORIDA 331 0 4268 Westroads Drive 2 0 Phone (305)871-1530,r": (305)871-1531 DRAWING No t,/ L z-,,,ait:01W.0-4.0nn West Polm Scoch, FL 33407 3 w„S/ ,V1"IL F`[S'1•, 14 E0-0006719 4 17-107 Q `'� 4 WN..TER A TLlO Jr.P.E. FLORIDA Ul-1 44167 5 SHEET P.E. SE ITC 'St, A1'URE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV- & 2 HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WIT HV BLADE Q) ONLY SHALL IYALL FINISH BE LIMITED TO 105.0 Rsf, A.S.D. DESIGN PRESSURE RATING, SEE S E 19 FOR MAX SPAN SC �1/4-0 7APCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLAQEA 0 NG IN ISDN TAPCON WITH ADVANCED 7HREADFORM TECHNOLOf,Y T * TAPCON OR MTAPCON WITH AD VANCED THREACFORM TECHNOLOGY V/ 1 /2Mih. E OF THREADED AREA TO I I PENETRATIONOF THREADED AREA TO EXISTING W..HEADER. LE ON SHEET 15) TO MASS W Ext5jlmu WOOD HEADER. W/ see SCHEDULE --OOR (SEE SCHEDULE ON SWEET 15) 1/4*0-20.3/47 S.S.MACHINE SCHO)LILE ON ShW SCREWS W/1/4--20 NUTS I I FOR BLADE(DAW— ON SHEET 19 FOR I VA X OR(a min, 0 12'D.C. EXISTING CIIACES T _E GLASS4 7" In ! 7 E OR FINIS L-OPTIONAL C4 L ;:,-WALL N. EXISTING MIN. I 2'x4` 0 FINISH We EXISTING MIN. 1/4-0 TAPCON OR TAPCON WITH ADVANCED HEADER REQUIRED EAGER kv I..PENETRATION Or THREADED AREA TO H REQUIRED THRCkDrORM TECHNOLOGY W/1 1/2- EXISTING Wt SEPARATION GLASS----I TO MASS(SEE MIN.SEPARA71ON TO GLASS 'XS N WOOD HEADER. EXT U SCHEIXILE ON SIM (SEE SO 11 (SEPSCHEOULE SHEET 15) ON SHEET 19 FOR 2.4'CONT, SILL RACES 0&f AD PLATE REO'D. I I FOR BLADE OAND EXISTING SCHEDULE ON SHEET 11 GLASS_-; (S)HV WALL HEADER INSTALLATION ( HV WALL�11_1_ INSTAL!LATION 9HV WALL HEADER INSIALLATION SEPARATION TO GLASS EXISTING MIN.SEPARATION TO GLASS __(STSCHEDULE ON SHUT Ily— EXIS (SEE SCHEDULE ON SHEET 11) GLAS-; T TING EXISTING ON TO GLASS GLAS,--1 I V MIN.SE=ON SHEET I I) 2".4'CONT-.(SEF SC. WOOD PLATE 1/4'0-20.3/4'S.S. REVD. MACHINE SCREWS S.S. 1/4--20 NUTS I ;MACKNE SCREWS W/ USING 0 12'D.C. 1/4-20 NUTS 0 12 it I O.C. FINISH A ,At @ OR@ OR 2's4' C.- 1/4-12 TAPCON OR TAPCON WITH ADVANCED THREADFORM 1ECHNOLOGY%V/1 1 2- WOOD P,/,, REQ'D. 8�T Vin. PENETRATION OF THREADED AREA,TO �14-do. ILL EXISTING WOOD HEADER. -C, 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1/4-0 TAPCON RE (SEE..SCHEDULE ON SHEET 15) THRFADFORM TEC TAPCON WITH I-SEE SHEET TECHNOLOGY W/ 112 P 4 FOR TYPICAL 1 0 Ml.,PENETRATI 14 OF THREADED AREA INTO PLYWOOD OR ADVANCED � 7, ; ! FINISH (SEE SCHEDULECON SHEET 15) MIN OU I CD READFORM .OL., SHUTTER ASSEMBLY. WALL RATION EXISTING MIN.2". PENETRATION OF -MOUNTING SECTIONS CAN BE STUDS 0 16'O.C. PLYWOOD REO*D. VI/ 1/2"Min. LI/2*MIN,COX PLYWOOD RCO'D. G THREADED AREA INTO PLYWOOD COMBINED IN ANY MY TO firQ10.PLYWO)D 10 E WALL (SEE SCHEDULE ON SHEET 15) SUIT ANY INStALLAMON. (9)BY WALL SILL INSTALLATION �FXISVNG MIN, 2"x4:"STUDS 0,16*D.C. MAX.REQ'D. ATTACHED TO PLYWOOD IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE 00 HY WALL 'SILL INSTALLATION SEC MATiOuS Or USE OF WALL SiLL ,A �LLATI r.B:Cl F BLADE ON SHEET FLORIDA BUILDINGCODE(Mon High Veiocity Hurricane Zone: 111 02017 EASTERN METAL SUPPLY,INC. ?,,z :,- 02017 TILTECO,INC� ......... BE rNA NVTM, Accordion Shutter System '' ir7E;omc.\ A.S.S.A. KV. MAX,#1 W/OR W/O FLV.WINDOW OADE Amerlean Shutter Systems qM Me DESCRIPnon- D DRAWN BY, L.C. & ENGINEERING COMPANY 071ATE 17 27/ DATE: Association, Inc. 1, OLD 1F-:68-5 07/27/17 TILLIT TESTING enz mw.mu,St.s-m.mowAx wpaim nom,33tR Phone (305)871-1530 .Fox:(30)871-1531 4268 Westroods Drive 2 —DRAWING No T c,newoow.mm West Polm Beach, FL 33407 3 1 CM67 0 0 WALTERM-A TILUTIJI P.C. 4 7-1 7 16 FLORIDA Uc,1 44167 5 i SHEET P.E. 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (fl) HV & a HV# BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV 13[WDE ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE BATINg. SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE LI)& 4A) WORKING IN UNISON 1 4*11 TAPCON OR -Eq- I� EQ EQ N WITH ADVANCED 4N8'(Min.)EXISTING EDGE (IF APPLICABLE) T A'Co < THREADroRm TECHNOLOGY w/I I/z*W...PENETRATION 1/4'0-204/4'S,S. OF EXISTING WOOD BEAM STRUCTURAL OF THREADED AREA �SVTOROD 8=REQUIRED. EXISTING W PHILLIPS TRUSS HEAD To BE CERTknEDv BY HE EXISTING WOOD GOT) MACHINE SCREWS REGISTERED ENGINEER OR _-20 NUTS ARCHITECT PRIOR TO RAFTER a 24- (SFE SCHEDULE ON SHEET 15) W1 1/4 TRUSSES OR 1/2 0 12'O.C. SHUTTER INSTALLAnom. r-rl/2* D.C.REQUIRED I TAPCON WITH ADVANCED z EXISTING SOFFIT /4*9 TAPCON OR I Max.THX� -21, lln/11 TECHNOLOGY W/ 2�1 I:k I..PENETRATION ED EQ ED. EQ CONT.ALUM.TUBE OF THREADED DAR A TEO (6063-TS ALLOY)W/ ' - _f '4E EQ BAD R. EXISTING WOO D.C. 3 5 5 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) or or H RAFTER OR TRUSS- or @or @ D, @ LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER.(2-Min.NOMINAL L a"EXISTING MIN 2*x4" EXISTING-1 HEADER RFQ`D OPEN HOLE AT EACH 2*Min.CM W= GLASS JL___ MIN.SEPARATION TO GLASS STUD TO ACCEPT 1, IE P/. OF THREADED —(BE SCHEDULE ON SHEET Il)— EXISTING 5/16'0 LAG SCREW AREA.VALION FOR GLASS—, AT CENTER OF TUBE. INSTALLATIONS WITH 72pf I --v—� I MAX.A.S.D.DESIGN LOAD AND To CI 9*-0'MAX SPAN,THIS I EXISTING SEPARATION HV WALL HEADER INSTALLATION CLASS— TO wss ISM INSTAI.�ATION IS ONLY VALID _I It FUR R_s=IDAVMeME C"SHED FOR WOOD W/MIN.SPECIFIC oll S"w 19 @OR FaRaAWMAV • SHEFr 10 FOR TY OF 0.50 AS DOUGLAS BLAM(D& W= & ♦ FIR OR SOUTHERN PINE No.2 1-SEE SHEET 4 FOR TYPICAL S (D 9 .I OR GRAVITY MUTTER ASSEMBLY OR EQUAL- 2- COMBINED HV CEILING INSTALLATION. (U)HV CEILING INS LLA UK SEPAMM r I OR& r— - MIN. MIN.SEPARATION TO GLASS S=01116 SEPARATION -(SEE SCHEDULE ON SHEET ON SHEET 19 INFOR TO GLASS Exisnwo I FOR RADEDDRz GLASS\ I(srE SCHEDULE I ON SHEET I I EXISTING MADESGIA CLASS— ANCH R EXISTING LOCATIO WALL-7 FINISH 1/ "S54- #10�3/4*HEX 2mx6*MIN.WOOD 7 3/8 U, WASHER HEAD IEK DECK REQUIRED OR 2*.6*MIN. OD— SCREWS-0 12* NO FINISH ALLOWED) DECK REQUIRED 111. FINISH ALLOWED). 1-21GE EDGE OFF DECK EDGE orDECK IF APPLICABLE IF APPLICABLE DECK IF Tj, PPLICABLE 7 1!4 l"I;j0'1'3/S4;S.S.S.S_ r 3 T"ADVANCED O.Y Wl 1 1/2'M. TAPCON 1/4*0 OR „_PHILLIPS P 'U HEAD MACHINE SCREWS 1/4-0 TAPCON OR TAPCON VwfflfITIl 2*0'CONT. TAPCON WITH ADVANCED Min' CE THREADFORM TECHNOLOGY W/ 1/4--20 NUTS 1 -0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM THREADIFORM TECIINOLOV.W1 1 1/2^Mi.. 2"MIN-— -,SILL PLATE /4 _Z"MIN. RWDEO W/ 1 1/2"Min.PENETRATION a 12'O.C. PENETRATION OF 7 `Q'D, OF THREADED AREA 70 TECHNOLOGY W1 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTINGWOOD HEADER,(SEE EXISTING WOOD HEADER; AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET IS) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET I OX }IV WALK-OVER INS ♦ uMR of &E FOR INSTALLATION ov BY WALL SILL INSTALLATION HV FLOOR INSTALLATION. FLORIDA BUILDING CODE(Rom High Velocity Hurri one Zone'� 62017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Sbutter System 'o , A.S.S.A ri LT7E KV.WINDOW EILAX _777 77� KV. RAM#1 W1 OR W/O American Shutter Systems Ly,0. .DESCRIPTION DATE DRAWN BY: LC 2Znn DATE_- 07/27/17 TILLIT TESTING ENGINEERING COMPANY Jaw, Association, Inc. I OLD 15-085 (3D5).8,71-1530.Fox;(305)871-1531 4268 Westroads Drive 2 DRAWING No -03;I'M..O.M4 West Polm Beach, FIL 33407 S EB-0006719 17-107 WALTER A.TILUT Jr.P.C. FLORIDA Uc�If 44 67 5 SHEET I.E. S'E'"A'L'/'�l-G.-N:A-T"U*R'E/DATE 17 OF 20 END INSTALLATIONSin HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'14'LaK WOOD SND6 REO'D. Y.a'VZC WOW WOOD STUD.... \. 1/4Y TAPGOI+ 5`IU05 RE0'0. 2'.r W, (AS MPIICADLE) 1 \ t)' .Y1CJ40R a 6.TIS. 't - - WOOD STUDS.• (rs APRXAR.E) � / .0 GENETRAiaDN crr0 / j/ \ I 1+\ Tovz COXE%ISRNP G1A55• nNwl Pte ' fto dbT' .EOSRFK.GAS$ \ ` rkXSnNt GLASSEAIS,WG CUSS 1/2-"M CoF - m ..,n•WN.CD% 10 OAST(SEE ( NlN LASS N tRi S�A0.ATpl SOEDtAE ON`J£ET PLYWPQI. " AA r ai 96Ef �—' TO fiA55 C`� itz'wt.COR To a,% iS FOR HA¢MuaFOt.Q)" w 506JAAE x151617 FL1MTJo. SOCIME ON AaT Qt SWkT 19 F13t (606]-t6)C01tt, Gb391 +n•MRL Ga% W VIw I9 tdt I „FW.4 AMV ,/'1' 11 1131 t7AX MAD HADM(Dk e) I NULL C1.05ER (`` RYA'O o, 9A:6(ylb 1,� WNL ON&,Mr 19 Fpf T RlUET h rR NPL, ATA"L SLOE 'NWI- Rti5 ; 800150&Qlj CEJ "• ItD.tn`SYS. - uu+'w z•tux a,6 O.C. Ila.,n•S0-1.-� _ -_„1 «atnnvs.On•. •w•-,• oc t µuu•xN an At � ---w otosAm ceow-re honuor".[w�a IwOµ+tt.i+wawa_uIsro t f f OR�'� ( EEf:DETAR.%r OR+f�a t1e¢N sar v.�`}� OR�� 1 ADE CONNCTTIRI 1 U .f3-O•Q=0':O,. a To fMCMu` SSoOOjLN%11 SEE MI%FOR ,1 OR Vg ! 4 @.©.(a2-(a�.`a• - / 5a 6 coN EenoN C -S3-O O-•a?-3�• - To TRAC"S mTwaxs (}.6•p»O- L�- t t Ovid 21-08 0 END CONNECTION DETAIL(2) END CONNECTIONDETAIL 80 END CONNECTION DETAIL� EryD CgKNECTIQN DETAIL �0 NGNG •REQUIRED MY FM SPANS CRENER 1rAN tY-0' 2'x45ttt05 RW'0 pin a TAPCpI AY.^4pFRS t/i'�TwCPN N�(DRS It0.lf2`3.Y.5. •^ a� w/ � EmTKG DiLV'3-\ FENE1PA11PN 4 t1'0.0: ppLE:RAl10V tl 12'P.G. , 1ix S6�MNN1 \ 1P aAss{ss i SEE LDAtFA'OONS OF USE FOR 1xN.!J'.VUibN tl2-ARI. _ SDOME E e o maq l✓ 4 8LADE,1A ON SHEET 19 TD GLASS :Pv raz 19 FTA 1111 H�MAAE(DxoR M SIM 19M In YN y - -�"' r=•`-•F'=� t 1 `1 cR YAC 1. }-C `;I \ /•2 _ •i ct. ,'I v4R�A� '4 a a " _ D4IDRt�,6Ri�'-y VIEW,Y -gg-6\•Gi>e to l IOU nNw 2Rcao. mar �4p8•1� O e -AN La(g1�.(d1��-�L��•�S((}r�d/�� O�y,(� 6;y�-G�O/��p- V'��•>'.•.7"4Yl•�Uyj,a Y."lY-'LY•��V•t1/- (8�•. .�• aR�§•Sy iJ'�- •�-�• DETAIL X ENQ CONNECTION DETAIL � D CONNECTION DETAIL 12 A7=I"`�'•`•,,,,<a- FLORIDA BUILDING CODE(Mon- High Velocity .Hurricane Zone ♦�i1V�� /�•:.� 02017 TILTECO,INC. ©-2017.EASfERN METAL SUPPLY.INC- BERTHA NC.B THA F� VTM AS S A Accordion Shutter System ■ ■ r ■ Kv arta£#1 w/OR w/0 KV.WIN IW MADE .{� l TILLIT TESTING & ENGINEERING COMPANY An10fiCgR Shutter SystOrtl$ EV,N DESCRIPTION DATE DRAWN DY: LC, %�� q+�7 Q} Assoc(atton, fnc: T OLD 15-os5 7/z71� naTr 07/27/17 t� 6355 N.W.]6U,.St Ste 305.NRGmLW CARO MS.fLaRmA 33t8 V �Pnona:7305)871-151q'.Fas:1305)071_1551 4268 Westrood5:Qvive- 2 -DRAWING NO e a.Gnecoo otcom West Polm Beach, FL 33407 3 L ENS ` ED-DDas719 17-107 WALTER A.TILER J,P.C. A FIOR6! Vt.t 41187 s SHEET P.E: SEAL/SIGNATURC/DATE 8.0E 20 • GENERAL IMITATION - AND ^.NDOIONq OF USE FOR AFRTHA 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 p.,.T. 2.UAX.SHUTTER SPAN:96' 3. MOUNTINGS:A. z 1 OUNRNGS M.0.L U&WDON SHEETS NI6 do 1EET7.6 7:AS WELL AS 5 ��'N�S�1� (}��%ONLY IT CENiERMATES(2(1 Q(BOTH W/F2�4 OR(2�ARE ALLOWED WITH 61 @) 04- V r- 'tJO"G:J UYOUT. 5 MUST BE INCLUDEDONLYOAT�0�(EXiERiORYOUT. IN CASE OPPOSING 6-„& cexrERun TYP.EA.ENO ♦ ♦ ♦ ♦ 5:(A)HV WINDOW BLADE�1/�Sk1W.L ONLY ALLOW A MA70MlM OF 5 OPENII/G5. d / t (3'0 HOLES)FOR®PER LADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS ♦ ♦ ♦ ♦ J't, (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE D ALL0IYED L LN Iu) OF ANY 3'0 HOLE FOR©SHALL BE 12'. WINDOW BLADE O (C)ARST ORLJW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE LN WINDOW BLADE(1 (0)Hv WINDOW BLADE @MUST BE USED ALTERNATE TO A SOLID Hv BLADE lO THROUGHOUT SHUTTER'S WIDTH. ♦•I Y s (E)CEfTESHAM ALWAYS BE INSTALLED ADJACENT TO A SOLID Hv RIAOE [T ETHDEOF iM(L.I ♦ ) I SEE ENDA (F)POLYCARBONATE HV WINDOW®SHALL.BE INSTALLED SO TABS FACE CONNECTION I♦ ♦ 4 Eg //}}��+`� THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW MUST BE DETAILS ON SHEETS `_. ♦♦ Q�Ge L,.T ONLY RSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA. 10 L& 18 NP. - S;aS 1.!! INC. FULLHEIGHT.— SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD 16gsp BUI DDU S ON SHEET 5, AS UMIfED BY SPAN AND DESIGN LO (SEES NOTES P P F &2 ABOVE). Spa 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES T &2 ABOVE). (S� B.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: TYPETOop do BOTTOM u9LELENiS) W �1 tHx .oA� `7 WIND ZONE MINIMUM SEPARATION TO CLA55. UNLIMITED YADTR- --"� 1 IHRU 3 1'—! ELEVATION °4N.SEARARDN TO Lx7SS EXISTING .SCHEDULE ON SHE7 11 FOR MADE(D 4 1 _ _ ASI aN I1as s lfr FOR B CLAS SEEADEM C)&QD __ _____-___ �______yam__________ ______________. fSr �04 NOTE 4 ABOVE) TYP. SYMIA€tRICA�I CENTERMATES 21 W/0 PLAN TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A1 SHUTTER* 1j1/AA♦A. A. FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone t/' ©2017 TILTECO.INC. 0.2017 EASTERN METAL SUPPLY,INC. BERTHA HTA *_ ME CO �(:. A.S.S.A. Accordion Shutter System �� { - PLV. BLADE#1 W/OR W/0 RV. WINDOW MADE '^ - '•Q; TILLIT TESTING & ENGINEERING COMPANY American Shutter Sysfe(ns IEV.Nt DESCRIPTION DATE DRAWN BY; LC. Q F 4+ J. 63M N.W.36m,St.Ste.305.VWX=G1RCDb.ztt 3316f Association, Inc. I OLD 15-OBS 7/27/1 DATE: 07/27/17 Phos :(305)87t-1530.F..:(305)871=1531 4268 Westroads Drive 2 a-n,00 00067oo�eN, ,West Polm Beach, FL 33407 s DRAWING No FSI-0006719 17-1,07 ,ALTO A TRL17 Jr.P.C. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA LLC,11 44167 s SHEET 6 19 OF 20 , ,/2=0.035 TWEK INSTALLATIONS W/ 1 HV BLADE & HV CENTERMATES M 2.000'Mo.. Mm.ASTM A-6S3 GRADE t0 IGn.^-2'Ml Mn.G-60 GALV,STEEL INTO METAL STUD WALLS METAL STUDS AT 16'O.C. W 43b m`•'p ------ a 6.O.C. 40 41 1/4"o NOMINAL W W -- - --- t/2' a7�5 3 * G I N CONDITIONSd ALUMINUM SLEEVE - -- -' i /2 l I1 t i o'�J' I FOR B V D AC 0 0 6063-T5 ALLOY t 3/4x 5 1/4-W O.G35'THICK Min I 43c 43a I rv� SYSTEM iNSTAI,LATidN TQ METAL STUD WALLS CONT.GALV.STEEL TRACK CHANNEL.I®6.O.C. a 6'O.C.�: , ASTMA-653 GRADE 40.Mio.G-w I I t r--- FS_PARATION -0 GLASS SCHEQULE .....-3.000", GALVANIZED FASTENED TO STUDS 1 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 sf M... w/(2)16.1/2'TEK SCREWS CN , EXISTING FINISH 39 ,, z (P ) INTERIOR&6XTERIOR TACE I A5 APPLICABLE _ ! a 2. MAX. SHUTTER SPAN: 84" WIND BONE MINIMUM I N ASTM E-1996 SEPARATION a3c LENGTH 4 I i MIN,,SEPARATION w 3. ALLOWED MOUNTING MS ON THIS SHEET. TO GLASS EXISTING cuss-t TO CLASS 43 1/4"0-20X3" BOLT (SEE SCHEDULE) _ IT-) `^ 4. ONLY EN7ERMATE 21 Wj 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 43c I. m WITH 21 ARRANGED A StMETRICAL LAYOUT. i 2 USE O (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" a/4'W 6 1/4".0.035"THICK M'I EXISTING FINISH f INCLUDED AT IXTERIOR OR INTERIOR ACCESS SIDE OF 250_ 7.373 7 050" 'CONE.GALV.STEEL TRACK CNWNE4 I AS APPLICABLE 1 CENTERMATE. ASTM A-653 GRADE 40 Mtrt. ;. I t i'_L..---3- GALYAMZED FASTENED TO STUDS IT r_.•__ �w!(2)16012-TER SCREAS Ott I . 43c 430 3 •.% 1/4"0-20 THREADS fNiERtOR&ExiERtOR FACE I �O fi•O.C. O fi`O.C. HST BLADE SLACK DETAIL HVF IS ALSO VAUD FOR d3 1/4"0 ELCO CON-SM CTION CENTERMATE 2T APPLICATION WITH BLADED PRODUCTS FAB-LOK HD I 1/2-W0.035-THICK W ;s n; 3bo.C. COMPONENTS trio.ASTM A-653 GRACIE 40 -'w 2:•iMo%..,! Min.G-60 G+LLV.STEEL t" .:. .:..:1 MS WALL HEADER/SILL INSTALLATION .-EXISTING FINISH AS APPLICABLE SCALE: 3/8`= 1- METAL STUDS A7 16-O.C. Min. t (TYP.TOP&BOTTOM) +/£ _ -_`_-�'_ _-_ _- _ _-._•. Y.---_ - t 3/4'z 6 1 J4'=0.035`THICK Ibn. caHT.CALV.STEEL.TRACK CHANNEL. EXISTING CLASS .. - G- - ( - - ASTM A-653 GRADE 40 Min.C-60 �....Y_; /GALVANIZED FASTENED TO STUDS t ' . `.' ' i" •+`, 1 i 'i ' i I I i ',/ W/(2)16.,/21 TEK SCREWS ON SYMMETRYCAL SYMMETRYCAL , ; 1 I i i , I MIN.SEPARATION VARIES INTERIOR&EXTERIOR FACE . 43a 436 43c I I =CENTERMATES W .. ; I I :'CENTERMATES W/ I (S °SCHEDULE) 0. II T ' ,, .,_I I:,..EXTERIQR ACCESS SIDE;-4 I , ... IN SIDEr"'I I I I INTERIOR ACCESS SID ----- -- -------- -- -------------------- - ------ --- --------------__---------- ----- - -- ------- __ __.�--------- ==- -- -- 6• (TYP-) IN 3_ (6•Min.) IN I I ------ 2)42 ( 21 2 21. -' - . `�'� 1 j LOCATED AT 12 - _ Y \ _ _ __ __ ____ __ Hl HEADER/SILL FNDS ------------- - ____ ___»_____ __-...._ ___- __.________ __ _�_-_-__ _ _ _ ( - VIEW Y �J 12 3 1/ (TYP•) 3 (6'Min.) I ! 7, 24 6 F/2 MAX.SUCK * Y SIDE CONNECTION TO TRACK (Cont.) 6 1/2" RyP•)--- -7" �A- HvB BLADE SLACKDETAIL HVF ff)C FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 4IF17 7'1 `� 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY;INC. N. BERTHA H TM Q� �A►� Accordion Shutter System /7U=O INC. H V. BLADE#1 W/OR W/O FEV. WINDOW RAZE ;, l/j• � '7� TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPnoN DATE DRAWN Or. L.G. ` 2355 ttx:36th.s,.s,z los.wR6wa DAReera-T,cRnA 3316 Association, Inc. , OLD 15-085 7/27f1 DATE: 07/27/17 4268 Westroads drive 2 7�' w 4 Phone:(305)871-15?0.Fox: RIXI),71-1531 —DRAWING No 2-mnao tatoa000el.— West POIrri Beoch, FL 33407 3 .( .t/� VA•�� wALTFR AES-0006719 006R2Jr.P.E. 4 t7-i V7 I' "' FLORIDA LIC.a 44167 s SHE P.E. S L� ATO E'DA17't TE 6 2O OF 20