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HomeMy WebLinkAboutProduct Approval 70/2015 Florida Building Code Online .r ryo!`da N:Pai1(r cnv,' BCIS Home i Log In i user Registration I Hot Topics i Submit Surcharge ; Stats&Facts Publications i FBC Staff BUS Site Map { Links Search Busines '`� 4 Product Approval Profess& "al USER:Public User. Regulation 1 Product Approval Menu>Product or Application Search>Application List>Application Detail :.: FL# FL389-R8 i Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Emali 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/Emal I Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida kegistered 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 12/31/2017 Validated By John W. Knezevich, PE a Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ 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 I _ http:/Mww.floridabuilding.orgfpr/pr app o.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUwp/o3d 1/2 Mo/ 1%11 Florida Building Code Online i� Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products IFIL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum Interlocking blades retained by tracks 3- (Non-HVHZ) - Drwg 15-086 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A S S A INC DRWG 15-086 pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida-Inc. I Impact Resistant:Yes Created by Independent Third Party: Yes ' Design Pressure:N/A Evaluation Reports Other.Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A S S A INC P.E.R. DRWG 15-086 pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window biade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-SS"for 62 psf, 9'-6"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 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks i .1 Only- (Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions 1 Approved for use in HVHZ: No FL389R8 II A S S A INC DRWG 15-085 Ddf I Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes I Design Pressure:N/A Evaluation Reports Other: Large missile level"D Max. Span is 16'-0"for 30 FL3$9 R8 AE A S S A INC P E.R DRWG, 15-085 HV.pdf I p.s.f negative ASD load depending on centermates and Created by-Independent Third Party:Yes locking rod configuration for the HVl blade, W-0"for+64, !-72 p.s.f. load for HV blade for Keystone mountings 7-0"for +75,-75 p.s.f. for metals stud mountings and W-0"for 110 I p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 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 15-084. (top and bottom)for storm protection Limits of Use T�Tu Installation Instructions I Approved for use In HVHZ:No FL389 R8 II A S.S.A, INC. DRWG.15-084.pdf Approved for use outside HVHZ:Yes Verified.By: American Test Lab of South Florida Inc. j Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A S S A INC P.E.R. QRWG 15 084 pdf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12,225 and 28 respectively k3�c!t tkcri , Contact Us:: 1940 North Monroe Street.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 taw,email addresses are public records.If you do not want your e-mail address released in response to a pubtic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F,S.must provide the Department With-an email address if they have one.The ematls 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: ai:curitY,lnTrzla:.,. hUp:/Mvvw.florida'buicring.org/pr/pr—app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 222 UNIT SHUTTER PRESSURES OPENING SIZE SHUTTE)2 SHUTTER SHUTTER STORM BARS ANCHOR PANELS # TYPE W X H WIJ.TH HEIGHT SPAN # REQ SPACING BOLTED Zi 37 X VQ �� ��►• Ila r S ' GENERAL NOTES: -__1-DERIHA-H.%!-ACCOROION-SHUriEH SYSTEM-SHONN-ON-THIS-PRODUCE-EVALWTKIN-DOCUMENT-(P.E:D:-HAS-BEEN-VERIFIED-FOR-CONPLU;cE-IN-ACCORDAME-MTH-THE-2014-(5th-EDMON)-OF-TIE-FLORIDA - MG SUILDCODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT IOGI1 VELOCITY HURRZONES. DESIGN WIND LOADS SWILL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE UENTONED CODE.FOR A BASIC MND SPEED REQUIRED BY 714E JURISDICTION WHERE SHUTTER MLL TABLE OF CONTENTS BE INSTALLED WITH A DIREMIONALLTY FACTOR Ke-0.&5,USING ASCE 7-10 FOR INSTALLATIONS UNDER 20.14(5th EDITION)FBC ATA SHALL NOT EXCEED THE&WMUM(AS.D.) ' DESIGN PRESSLIRE RATINGS INDICATED ON SLEETS 12 THRU 17,25,26,28&28A ' 1N ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A5&C.DESIGN MND LOADS AREA Is W BLADES n A do m BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON.SHEETS 12 THRU 17,25.25.28&284. . GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVERSTRESSED,A 33 x INCREASE IN ALLOWABLE LOWS FOR MND LOADS WAS LCI USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 1-20 STREET 2 H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR MND AND LARGE MISSII IMPACT LOAD HAS SEN VERIFIED IN ACCORDANCE WITH SECTION 1828 OF THE ABOVE MEIRIONED CODE AS PER ATL REPORTS: SYSTEMCOMPONEFf15 21-37 SHEET 3 -HV BLADE(Z)10214.01-03,/0715.01-03.11004.01-05,/1214.01-65,/0317.02-05.10609.01-10 AND/021001-11 AS PER TAS 201•TAS 202 AND TAS 203 PROTOCOLS TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HN WINDOW BLADE ®10505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PRO7000L MERE 2: Ltd BLADE(1)AND W MNDOW BLADE inA -HV BLADE O2 EA/0422.01-05 AS PER TAS 201.TS W2 ATAS 2O7 PROTOCOLS. {T1a,tERE APPLCABL) ��^��V�SSS'''''',,,,,,,,,,,,,,,,,,...... TYPICAL SHUTTER ELEVA71ON&NOTES ON LOCKS SHEET 5 2.HV BLADH AND W BLADE`S ENGINEERED TO WORK IN UNISON WITH EACH OMETR IN AREAS YMERE THE DESIGN PRESSURES wmrnON FROM END ZONE 5 TO INTERIOR ZONE 4.EACH INSTNUAT)DN DETAILS A-E; CONCRETF/BLOCK SHEET 6 WIND ZONE OUST BE CLEARLY 1 ENTIFIED IN ACCORDANCE WITH CHAPTER 30,OF ASCE 7-10 STANDARD.ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLATION DETAILS F-L.CONCRETE/BLOCK SHEET 7 CORRESPONDING WIND ZONE THIS SHALL INCLUDE REQUIREMENTS FOR MIN.SEPARATION TO GIAS&DELIMITATION OF MND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR W BLADE 1 SHEET B &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WINO ZONE SHALL BE PREPARED AND CERTIFIED BY A FLWNOA REGISTERED ENGINEER OR ARCM=BASED ON BUILDING CONFIGURATION AND CINTERWTE DETAILS CENTFIRMATE ALTERNATINHV G DETAILS FRV SHEET 9 ASCE 7-10^S.TA'NOVRD.AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR HHV BLADE TOA M FIV WINDOW BLADE ® ARE O MEERED TO WORK IN UNISON WIRI EACH OTHER UNDER THE C04ETAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6..CONCRETE/BLOCK SHEET 11 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT OMNECTXN TO TRACKS SHALL BE'/14X2.75 AND f 14X1.75 RESPECTIVELY,4f 0-M MNMUM MAXMUM SPIN TABLES SHEET 12 SERFWST S SNIFSS EEL SCREWS WEAR 135.0 YIELD STRENGTH AND 180 Tei TENSILE 51CIH.PINS SHALL BE COATED WITH BERTHA FIV OaCR09itEL0 COATING SYSTEM AS MANUFACTURED 8Y APPROVED COATING APPLICATORS.REGISTERED WITH AMERICAN STARER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV KAMM ON THEIR HEAD. ANCHOR SCHEDULE-CONCRETE&BLACK SHEET 13 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3,MINIMUM YIELD STRENGTH FOR 6063-T76 N1DY IS 31.7 1.1 AND 35.7 ImE ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 FOR 6005-TS ALLOY. ANCHOR SCHEDULE-CONCRETE&TUCK SHEET 15 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AEI SERIES OR CORROSION RESISIANT COATED CARBON STEEL AS PER ON 50018 WITH 50 W MW.YIELD STRENGTH AND 90 k+l MIN.TENSILE ANCHOR SCHEDULE-WOOD SHEET 16 STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-WOOD SHEET 17 INSTALLATION DETAILS M-R.WOW SHEET 16 e.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR 119 304 OR 318 SERIES STAINLESS STEEL WITH 35 Mai MINIMUM YIELD STRENGTH. INSTALLATION DETAILS S-X.WOOD SNEET 19 7.SEE THE FOLLOWING SHEETS FOR AEG.IIOR SPECIF1GTIO S HV BUIDE 3.14,15,16.17&WA ENO CONNECTION DETAILS 7-12&X.WOOD SHEET 20 Iry BUOE 28. HV SLIDE3 ® WORKING N UNISON: 13. 14&16 AREA I HV BLADE m ONLY e.THIS BERTHA H.V.ACCORDION SHunEk SYSTEM BEARS A U.S.PATENT 16779,502.COMPONENTS OF THIS APPROVAL ME COVERED.IN WHOLE OR IN PART DY U.S.PATEN 15'458,179 ISSUED TO TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 21 EASTERN METAL SUPPLY.INC. INSTALLATION DETAILS M-G0,CONCRETE SHEET 22 9.R SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE VMERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHOWCE CONTRACTOR TO CENT>ERIMATE DETAILS HO SHEET 23 SEAL/CAUL(ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONnNUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. END CONNECTION DETAILS 1-6&X.CONCRETE/BLOC( SHEET 24 10.EACH UNTI MUST SEAR PERMANENT LABEL IN A VISIBLE PACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS•MUST PROPERLY CLOSE ALL MAXIMUM SPAN TABLES SHEET 25 HV AND HO CENTERIMIES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. ANCHOR SCHEDULE. CONCRETE SHEET 26 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A RFAMY VISIBLE LOCATION AT ACCORDION SHUTTER M ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERT OPENING.LABELING TO COMPLY WITH SECTION 1710A2 OF THE FTAIaDA BUILDING CODE. AREA 4• HV WINDOW BLADE ONLY 12.BERTHA H.V.ACCORDION SHATTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS 11AIGTFD IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROMDED BY TINE JURISDICTION YHM1IEIRE POW IS APPLIED TO. TYPICAL WINDOW BLADE& WINDOW DETAIL SHEET 27 13.(o)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SLATE SPECIFIC PROJECT-,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. TYPICAL SHUTTER ELEVATION SHEET 28 (b)CQNTR/ACEOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P-EO..PROVIDED HE/SHE DOES NOT DEVIATE AREA 5• HV WMDOW BLADE(�ONLY FROM TRE CONDITIONS DETAILED ON THIS TINY S DOCUMENT.CONSTRUCTION SAAT SITE IS THE CONTRAC'TOR'S RESPONstsuEY. .1L Y (c)THIS P.E.D.WILL BE CONSIDERED IWAUD IF ALTERED'BY ANY LEANS. INSTALLATION DETAILS. METAL SND WALLS SHEET 28A (e)SITE SPECIFIC PROIECR SHALL BE PREPARED Br A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.RJ FOR THE PROJECT AND WHO WILL. - o BLE FOR TIRE PROPER OF THE P.ED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENCMEER TO THE PFD.ENGINEER SHALL SUBMIT To THIS LATTER THE SITE SPECIFIC REV EW (e)ORIGINAL P.E.O.SHALL BEM THE DATE AND ORIGINAL SEAL ANO SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE YOI Hi h VelocityHurricane Zone THIS DRAWING SHALL ONLY BE USED TO ���L,%0;�ER A!rjj�� Ai7j� ®20ts EASTERN METAL SUPPLY,INC. BERTHA INV OBTAIN PERMITS IN THE STATE OF FLORIDA \` ............ ��� TM A,S■S■,A■ Accordion Shutter System H.V.BLADE 1 R OR V10 H.V.wx"OADE&TLV.(ESOT DATE 1MN BY. M.L HINT TESTING & ENGINEERING COMPANY American Shutter S stems Y %cscRmrHal XA z STATE nIr :* ens N.V.Sem.w-51a.W.%VRGM"mom nDROA 3316C Association, Inc. 1 01D 11-114 a/16/15 wlE: 04/13/15 I"J'•� Pbe,1e:(sos)871-1530.I.:(.%5)871-1531 42BB Westroods Drive 2 F �ORLpP 'OF e-^OI tlteoouoN.�oG West Palm Beach, FL 33407 s DRAWING No s•••.........••� N: EB-OON719 15-084 ��* 0 �1G� �``D ELOORRMA D�1 ulsi s SHEET 1P.E. S�f �i /DANE a OF 28 •RN NTt001Y iv se B. VARIES .9ta • 49• . 04W $ .090 cVJ 4.8 4.057 l 4.999' TONY SOLJD BLADE JjV UNIVERSAL FLOER (}#Y 9tYJi8O` STARTER 3OAT CO 458179 COVERED UNDER US PATEN(¢ 5458178 ' QUAL4&0 ECR USE W/ !�'n' 6005-75 ALLOY AND TEMPER QUAIJFiED FOR USE W/HV BLAD�0&07 4 HV BUDEt1J& V HY WINDOW BLADE* 6005-T6 ALLOY AND TEMPER 6063-16 ALLOY ARD TEMPER *SEE IJMRATIONS OF USE OF BLADE ®ON SHEET 28 QUALIFIED F1 BLADE USE Wj HV do(L� 6063-T6 ALLOY AND TEMPER 3. 6• 1• 6063-T6 ALLO ANIAPER 085• ft2.22W 2 , .000'47• 6` �HV ADJ. ADAPTER W/UP 37sQUALIFIED FQR USE W/'HV Qt3Y WA -OVER TRACK .920 BLAD0 &Q QUALIFIED FOR USE W/ HV (���y,,,� s�}HV�DJ. EL 00R TRACK 8063-T6 ALLOY AND TEMPER BLADE CT)&(}2 V HV TRENCH TRACK ' 3:7 QUALIFIED FO USE / HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U W/ HV 1 7 p HV. RAtNGUARD BLADE 1 & BLADE 1 & 2 ONLY. tiJ 6083-T6 ALLOY AND TEMPER VARIES ,yam• 6063-T6 ALLOY AND TEMPER WILIFIED FOR USE W/HV BLADE 1 & 2. } YAR1E5 7.936' 6063-T6 ALLOY AND TEMPER ,.91r 0 083• 08,T' .083' • 3. .893• ' - .100 n 12 .40' .1 060_ 60 a 'T 670 1-686• •to 870 4 3.529• 'o i i }LY CES HEADER HX HEADER/SILL i3 HD CEILING HEeDER/c_it t 3Mt• a T. Q FLED FOR USE W HV BLADE 1 ONLY, QUALIFIED FOR USE W HV BLADE(t ONLY / ft� 6063-•T6 ALLOY AND TEMPE QUALJRED FOR USE W/ HV BLADE i4 HD WALL HEADER/S#I I i5 ,HS D CEILING HEADER/SILt, SEE SECTIONS FOR VALID SEE SECTIONS FOR VAUBTIY. WAUFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE 1Q ONLY. QUALIFIED FOR USE ALLOY W/ ND is PER O& O2 6063-T6 ALLOY AND TEMPER • COMPONENT A B T1 •12 6w X Y.-L--t.. . MN% Y MK t I 2' 2' .425'© 2• 5•MN(. 1/8• 1/8` w(D S 3• 0.090• 2' 5•MAX. 0.192' 0.192• W(W)2 - ai SIDE ANGLES CORNER POSTS JA �.U#dINU1A ANGLES Q z5- r MAX. 8.198- a.1sa' Rv(t UALIFIED €Qg- Hv AUFlED F0RR E W/ HV QUALIFIED FOR USE W/ HV BLADE 1 & BLADE(D&D BLADE(SEE SCHEDULE) 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER FLORIDA BUILDING CODE (Von High VelocityHurricane Iona P� ........... 11011 s 0 2013 EASTERN METAL SUPPLY,INC.' �vs�•'�9': BERTHA HVTL4 ,A.S■S.A. Accordion Shutter System /- TRLTEco ,--- \ H.V.BADE 1 W1 OR W/O H.V.MKMW BUIDE k H.V.BADE �C'UF TILLJT TESTING do ENGINEERING COMPANY Arnerfoan Shatter Systems kcv.OR VESCRIPIrm DATE «PAWN 6Y- M.L �'�•., ( •• ��� esss N-W,30M.n.Aa 3^VJMM GARDE.n=A 33164A'sgclai#on. Inc. t OLD 11-194 a/I3/IS M7E 04/13/15 ORIDP v. c . .-`�— Pfwne:(303)871-1538.T":(305)871-1531 4268 Wastroads Oriva s r�"7_','7ANAL ENG:��`�� -8 9,7 �m West Palm Beach, FL 33407 s DRAWING No 1�777llltlllllllitttt WALTER A.rum Jr.PX 4 ���'0�4 P.E. SEAL/SIGNATURE/DATE N'aFM%1%.1 44167 5 SHEET 6 2 OF 28 660' 929' 1//4'-70 CST 2.93' iW FFAO 7W6ADED HWSNO ENAMEL 1 4•_p -- —745' -- ------ —_-—_ -- 114 __ SS.MS. BVBD B0U10 CAST o I,• ► (2 - ------ -----HOLISM-Dw L -- -- "`�J o • 1fAKED PM6 o TWOS • K1OB. 1 .31 7� �• BRASS C11NRn CommBRASSC1 AO7 •• .� ED)(CMt011E (C/EL7A7ED) . 21 HV CENTERMATE ,yy�� , ^ HV LALO CK ® HV EGRESS CK FIED FOR USE W/ W GLAD ®ONLY 62)by FLOATING MATE • QUALJTIED FOR USE W/• W OUAUFIED OR USE W 3-T6 EMPER QU ED FOR USE W/ W BLADE Q)& 1 ONLY p y 6063-TG ALLOY AND TEMPER Hy CORNER CEWERMATE _ VA JFIED FOR USE W/ HV BLADE()ONLY ONLY 250 a01 .674' 6063-T6 ALLOY AND TEMPER PLASTIC HERO .758• 922' MGIDEO T N J21.75:3* SCREW 'AFTER RNE TING 1/4"�20x 3/4" BEFORE PJVEfING S.S. THUMBSCREWSHEET N 9M4 ADAM I (2O.AS ALLOh IMCE nA VO T1WaS7iEII NVISERf.PAIII+0820.A3 Y!W'A7CnARED BY AYDILPUN `� FRO11f F1EYAl10N CHOW TEXTOW1.PA18PV f .WN JO15EY 07054 OR E1OWLL. " " C HV "T" LOCK ® HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ EN BLADE 1 DNLY ® HV FEMALE "T LOCK CENT^ERMATE ® QUALIFIED FOR USE QUAUHED FOR USE W/ W QUALIFIED FOR USE W/ HV BLADE.QONLY 6063-T6 ALLOY AND TEMPER QUAUFlED FOR USE W/ HV 13LADEYIONLY yy/HV BIADEQI ONLY. BLADE QT ONLY. 6063-T6 ALLOY AND TEMPE 6063-T6 ALLOY AND TEMPER 3.161 u - THUMSTURN ' CYLINDER OR 063 1.ft.214-" •� 2- KEY CYUNDE.7 214• - g �' .545' 3 n 0.875'1140. o 1 .12s'140.Qo 3� HD CENTERMATE W I ® o - QUALIFIED FOR USE W/ W BLADE 1 ,Ude 2 QUALIFIED FOR USE W/ HV BLADE t , Qq&(?) . 6063- HD CENTERM T6 6063-T6 ALLOY AND TEMPER VE vAR�12'MW. ®nED63FOR USE W HVMPER , _1/4•r20 SS OR]/C.-15 1 8T11RN ACETAL T141EBSCREMS. tl/2' O(SEE OQNLS) - Qe EY t15 1.57 IliMFA * 1.78 Mol ® LOCKING RODA 5't 1/4� HD LOCK QD LIFIED FOR USE W/ FIV BLADE 1Q&Q — BY REGENT HARDWARE MORTISE LOCKS 5170E5 2333 HOOK ROLT LOCK. 6063-T6 ALLOY AND TEMBER © f1Y 3• `0-16 ACETAL , QUALIFIED FOR USE W/ W%ME +Q. ®&Q TION WILL REQUIRE A LE THUMBSCREWS IS. THUMBS QUALIFIED E W HV E 1 & LLED EMBEDMENT QUAUF) FOR U BLADE Q&© / FLORIDA BUILDING CODE ion IIT h Yeloei hurricane Zone A.T�� /� ®2015 EASTERN METAL SUPPLY, INC. \CEN• '•`�9'' M BERTHA m'IVTM /TILTE C O �N�. Accordion Shutter System v BLADE )W (RW O V.TTa,BInv BuwE&Itv BIADE American Shutter Systems TIWT TESTING R ENGINEERING COMPANYb. Dl DATE DRAM� M.L ' 'O: STATE OF Q;` m„11t/.,,,,�SL,S 305,VIRWAA OMDM FLORIDA 331 Association. Inc. 1 OLD 11-194 OE/13/15 DATE: 04/13/15 Phone:(305)871-1530.Fax:(305)071-1531 4268 Westroods Drive 2 wemoad.aam West Palm Beach, FL 33407 3 DRAWING No ',,,Es •.....: 'G� ®-0006719 15-084 ''�i„S�ONAI�N•��`�� WALTER ETnRw~�Jr.P. 6 SHEET P.(, SFALf S�GN�•fUR(/DATE e 3 OF 28 3/a'o 4 SHUTTER ASSEMBLY SCHEDULE Fc- - — HV 1 HV 9 AND HV BLADES. 0 HV SLADE 1 zttx}} v # HV BLADE 1A N,go N 2� HV BLADE 2 NE HV LONG RECESSED NYLON BUSHING 3 ! ar N 4? 4 N Q HV SHORT RECESSED NYLON BUSHING 317° HV NYLON HAT WASHER EXTERIOR Q HV WHEEL CARRIAGE AISI 302-303 SERIES 41 4 - $ 4t'0.87Wx3116" THICK NYLON WHEEL. i I 0-188"0AISI 302 SERIES S.S. RIVETS TIQ or 4 or (3 J EOUiRE ENTS t l l ® HV 1 3/4" ACCORDION PIN W1 #8 HEAD � ) 1 � � �1. ar{2} �3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOWo� ' (SEE SHEET 27) ow l i (ai Ql or(2) ! I I Ho TYPICAL SHUTTER EMBLY (t)FiY PIN @ SNALI.ALWAYS BE USED AT AL1 pRQ2IOR SCALE. 3/8' = 1' HSV AOR@ OR 4�AT BOTjOM KNUCKLES OF HV ACCORDION SYSTOA Wj HV� OR BL HV®glAp /0.324` ADE'S KNUCKLE. A� (SEE NOTE* FOR (2)HV PIN @ MY BE USED IN LIEU OF 0 AND ONLY AT •O��r � 3 REQUIREMtONTS) EXTERIOR sano t KNUCKLES OF HV ACCORDION SYS"Wj ILV�}2 ttP. 1 13LADE WHEN CORRESPONDING TO INSTALLATIONS'CC'AND`DD', SHEET 22. - •B� - (3)HV PW 0 OR 0 Wj 1j2-O.D. 1j16'THICK S.S.WASHER SHAB'USED FOR-DIRECT MOUNT INSTALLATION PER DErVt X. SHEETSm WHEEL l3ARRIAGE DETAIL ASSEMBLY LAYM N.T.S. • t\\tNtNllHtytt!! N.T.S. RMIDA QUill)ING CODE Allon Itigh Vetocity Hurricane Zone 0 2013 EASTERN NEUL SUPPLY,INC. s 9'= BERTHA HV>u __� TT____ Ass A 11 L 1 E G O N a. „ , Accordion Shutter System SJ /� ii Y.BLADE t LY OR W/O FlY.Tt�M$IhOE&H.Y.BLADE L"OF ' TILLIT TESTING h ENGINEERING COMPANY American Shutter Systems oa,1tlf an DRAWN�r A WW UK san.SL,$4.Sas,mryat CARw,&nAmh ss/ Assxtalton, Inc, r OLD>iJ-1u M���`''•'c< :�it.Q3 j:sJ1s cu1E D4j13j15 qii!i P 3 --530.ra :(305)8711-331 4268 Westroods Drive 2. h 4` • k tlit—oaw.�, West Palm Beach, FL 33407 s 09AWING No m-0008719 15-084 !Jl/J/llllllllll\\\\ WALM A.MUJr Jr.P.E 4 P.E. SEAL/SIGNATURE/DATE FLORIDA U. 4407 — s SHEET a 4 OF 28 Fi. NOTES ON HV LOCKS AND CENTERMATES YN U S T .® I.LUNDATORY Colman/1:ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BF1.OW tg2 OF SHUTTER SPAN FDI;SPANS UP TO 105;AND FOR WSTAL�TgNS�T ANY F].EVATKNL HV LOCK 1�or M1Y BE USED AS AN INSIDE OR OUTSIDE LOCK,ATF/piED TO OR CEMERMATETi ERE moN.20 x 1/2'LONG FLAT HEAD S.S. MS.LOGITION OF LOCK SHALL BE AS INDICATED ON • TYPICAL SMINEfi ELhYATION. _ MIF DESIRED, FOR BETTER PERFORMANCE 0{t FOR SECURIY PURPOSES,UP TO TWO HV LOCKS CN2 Y BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF.LOCKS TO CENTERMATE4 OR%:IALL BE AS INDICATED ON NOTE(1)ABOVE, LOCOF BE SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �� i3. UT g•'eJ°"®• °1® BE USED IF DESIRED TO ENHANCE SHKULTER PERS ARE FORMANCE. LOMOT �GIRODED ST�wA�M ALTERNATIVE . MAY ALSO BE USED AT STACKING POSMON (NON HURRICANE POSITION. 4. ft ONE HV LOCK®r�',® BE USED AT CORNER CDMLIATES FOR ANY SPAN D - AND INSTALLATIONS AT 0"ATIOHH. HV LOCK V a rum BE USED AS AN OUTSIDE OR INSIDE LACK, ATTACHED TO tf3 CORNER CfM k7 rE W/(2) 1/4 4-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP&lT0 SHALL B@ USED, LOCATION OF LOCK SHALL BE AS INDICATED ON.TYPICAL SHUTTER ELEVATION. y-- MAXIMUM SHATTER SPAN SHALL BE DETERMINED AS PER SCHEDIAES SHOWN ON SNFEF 12: v ?gg� 01 �33 5 UNE AUERHATE W LOCK Q1)MAY 13E LIEV OF KV OCK 01 5� �5 Yi INSF TANS AT ANY ELEVATION.AL TE LOCK®-ED®MAY BE USED DE OR WTSIDE PAN AND ATTACHMENT 6 t � 1 ��131 ORNFA T AS SHOWN•ON SECTION HVESHEET.8.BSCREW TO 0 ONE L�M611LLBBE USED AST 1/2 OF SHUTTER SPPAANN Two t / C�EHS C LOCKS AT 1/3 OF SHUTTER SPAN. I fill *NOTES ON HV "T" LOCKS AND CENTERM-ATES• 1. SI&AND EE END ) ONE ALTERNATE FIV'I'LOCK MAY BE INET IN LIEU OF FTJ LOCKS OR FOR ANY SPAN Atm CONNECTION I ALTA AT W'�� AT10N.AL. TE YS USAN INSIDE CRO SIDE LOCK ATFADHMl3JTDETAILS ON o r E N x o P a ■ v w x Of LOCK INCW.Rl7NFDRCING LOCKER AS SHOWN ON BECKON FM),SHEEP 9,WMCSHEET 11 TYP. ® ND® 44-20 x11/2'LONG SS THRFIDED'BOLT W/7FULL HDGfTT. !(GNLR RW/ S.S.M.S. INFO A 1/4'�x 5/lt'RNNUI'.LOCK MAY BE INSiA11ED AT►YDSPAOF CORNER M%WUM ABOVE AND BMIDSPAN. USE OF TWO LOCKING RODS®TOP AND B0T0M IS 11ANDATORY. CENTERMATE ©°q®°A©+Dae®a+i0♦�oa s N0� HD.LOCKS I CENTERMATES: 1.!01 LOGY W/NO CWLTERYAT6 3 O!:3 W/t ONE ALTERNATE RD LOCK MAYBE USED IN LIEU OF HIV LOCKS OR 49 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LO LOCK®MAY BE USED • i + B 8 + AS AN INSIDE OR OUISID LOCK ATTACHMENT OF HD LACK 0 TO 5 W/3 is x 3/!'F.H.SSM.S,AND INCLUDES © ® © O ® REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB- AND -11VC,SHEET 10.LOCK MAY BE INSTALLED AT 1BDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAH.USE OF LOCKING RODS®IS COMPLETELY Opf"01_ TYPICAL (1) HV BLADE SHUTTER ELEVATI.ON_ N.T.S. Huu1Mu FLORIDA BUILDING CODE Mm High Velocity Hurricane Zona ®2015 EASTBTN METAL SUPPLY,INC. ,\CEN ✓9 BERTHA HVTm A.S.SI.A■ Accordion Shutter System .Y.�/DE 1 W o-H.V DR W .NIM BLADE&H.Y.WE TILLIT TESTING k ENGINEERING COMPANY American Shaffer Systems DESCwPM MAN DRAWN 11Y: M.L. ��••, r c A u •Q e»s N.N.30M SDA stm am,vim"GNMM.nnrsw 3316C Association. Inc. t OLD 11-iu 04/13/1E' DATE' 04/13/15 Ph—:(305)e71-1530.F-:(305)97!-1531 4268 Westroads Drive - x \C����`� . .a:ux«0000L West Palm Beach, FL 33407 s DRAWING No fillip Et1G§% HALTER A Wr1Jr.P.E Ali/! L Lala ALTER A.TI Jr.P. 15-084 P.E. SEALISLZOTURE/DATE e s H of �POUR CONCRETE POURED OR CONCRETE BLOCK 20a7/4Ss. . WED !9INHEWS CQRETE CONCRIDON CONCRETE ANCHORS W/1/4'-20 REQUIRED CONCRETE ANCHORS sNEEr 1s) sHETT 13) ON Nurse 12•o.c (SEE SCHEDULE ON SHEET 13) 1' i` Mn•12 �.J 1/4'/-20at3S.S. _- Jr..E USING i J4-20 NUTS. 1/ - 19 0 12'O.C. � * • , D � 250'Max. i OPt1LINAl r ( r PnONAL r ' MX SEPARATION 70 MASS 9mew ch r ' t t y� oon �sH�1�� � � ��—;—""'sae SCHEDULEoN sHE>7 12) IINf50)A� i MIN.SEPARATION TO GLASS wG ; 1 ' (SEE SCHEDULE ON SHEET 12) i Q HV WALL HEADER INSTALLATION BY MAL. HEADER 1NSFAlt.$TtON MIN.SEPARA710H TO CLASS T�ILSTING , 1 f— --(SEE SCHEDULE ON SHEET 12)— 1 cuss i 12)-- ---DOR SEPARATION TO CUSS FOR aM�'no _ (SEE sclEduLE ON sL+EEr 12)- 12 I I �®eC EiasRNc -OPnONAL �{ ' 1 GLAD—'•i 1/a. rrz r OPTONAL i i r tfa'Mas. r Mm. r E.M* i � CA 1/t' 20x3/4'PH2P3 TRUSS HEAD 1/4'6-20rS/4 S.S.PHMACHINE SCREWS USINGCONCRETE ANCHOR$ TRUSS HFJO MAICIINEANaIORs 11/4-2o NUTS 0 12`o.C. PoUTTm cts+caE1E (EEEt���ONw/1/4=2o nuts 0 i2-D.C. (SEE SCHEQ1lE ON SHEET 13) M"n• OR CONCRETE BLOCK RED OONt2tETEREWM t�NCRETE BLOCK � RED. Q` 0 ' (SEE sa+EDULE ON (t)HY WALL SILL INSTALLATION POURED CONCRETE (NEET 14) OR CONCRETE BLOCK ^ WALL REQUIRED. (g) HY WALL SIL! INSTAUAT1014 NOTE-EOF SECM14 INSTALLATION DETAILS WI 1-SEE SHEET 4 FOR ICla.SHUI7ER •E.D.o EDGE DISTANCE SEE U AT10NS OF USE FOR 10 I"'I V a B LAD E a 2-M�OUxnNG SECTIONS CAN BE C40UWM (SEE 5PECIFTUTiONs ON SHEET 14) SLADE�ON SHEET 2B IN ANY WAY TO SUR ANY INSTALLATION, FLORIDA B11ItDiNG CODE On High Velocfly Ruwcone Zone U 0 2015 EASTERN METAL SUPPLY,INC. ,,,,,.• A. ...... BERTHA H1YTM ;vV- XCE ��'�' —"—` Accordion Shutter System �1 L E C O tNASSa. ■A. v.DANE 11 W1 OR'10 Nv.VIDN ERMW&H.V.MI E Shutter Systems Desm-Iron DATE DRAWN Be M.L. `[IMT TESTING k ENGINEERING COMPANY Association, Inc. 1 QLD It-1!4 a/+sf1s DATE 04/13/15 o. STATE OF c� eTes I—7°ei�•0°''°3•A'�A` 1-'153FILDROA 771 4268 Westroads Drive 1 �•�--Aa Rgna:(30371-155e.fax:(3W)871-1371 DRAWING Na `�; --ff. coal West Palm Beach, FL 33407 4 Atti�1� ` WATER A.TnuT.+r P.F. 1$"��4 FLORIDA Lk.j 44167 3 SHEET P.E. 5`12+/�iUrM' RE/DATE c 0 28 ANC POURED CONCRETE RULE RS I SEIVIMM 1 OR ®r t 1 4 w msoau�i4e a 1 _(SEE SCHEDULE ON SHEET 14) 10) � m oras(sE SWI m 192 win MADE m�iw ra mwoaw '- — I Sar n)— - ---- —STAB D E)OSTING I aN 9ff7 a® E)OSTING r-(sa Win[ i 9 APPLICABLE _ _ _ 9.tOtSma GLASS--. w stm t» t i t GUUS�i PITFRtJAi i t t �tOx3/4"HIX I t t t EXISTING i LOCATION WASHER HFAD i G t t .TEK SCREWS O t 11 oR as 1$ c 3 W' tEDGEOF CONCRETE ANCHORS t 8 IF 3/6 (SFE SCHEIULE OR I t APPLICABLE ©+ 7 SHEET 14) I EDGE OF !hAG LF EXISTING Ilk EDGE OF ,{ App(kAB F SLAB IF /1 1/Z 1 DGE EMPOCABLE QQ¢ 0W snwaol APPl1Ti1BlEPOUREDPOURED FLIT}NFAD CONCRETE AHC1tOR5 s(sEONCR D• CONC13ETE ( SCHEDU.E ON SHEET 26) 12FDAM EFr POURED—/ REOUNTED FIAT HEAD CONCRETE ANCHORS REQUIRED 'o � OR � REQUIRED O D. (SEE SCHEDULE ON SHEET 15) 8 BENCH INSTALLATION VA[b ONLY FOR UP TO+70, -75 PSF ING HV WALK—OVER INSTALLATION PRESSURE RAIM&FOR SPANS PER HV FLOOR INSTALLATION t SCHMULE J3, SHEET 12 C� HV CEILING INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE CN SHEET 15) I Q awcLnss-, 1 I—(ai S RAC EXISTING t t I ' tat 4]MR�ant ro vAv t w atm tp GLASS--_I )-(stTt mmAE a tam is t t DUSTING t GLASS 1 I—(s�,ntm sew 9m to 1 tIT 0 ii t 1 i �- 1 8 t ii Ii 8 3 .ORQ 8 II t t LIN. I IOM3/4'HEXWASHER YIX SCREWS O #1 /4- HEX HEAD I 1 9" F" 12'O.C. ( __ Mm. TIX SCREWS O 9'O.C. ; CONCRETE ANCHORS 6 +O 3/ #14.3/4'S.O.S. OR 1/4Y-20 S.S.M. I (O Sp(EDUIE ON e 1 O 9'0.C. 17 18 W/NUT O 9'O.C. I SHEET IS) ( 7 O7 18 t /14x3/4'F.H.S.D.S./2' 1" O 9'D.C. EDGE OF EE NOTE 13(b) t 1 7/8' 1 7(1' APSLAB PLICABLE CONCRETE ON SHEET 1 CONCRETE ANCHORS SEE NOTE 13(b) 0 CONCRETE BLOCK .D POURED CONCRE)E (SEE SCHEDULE ON ON SHEET 1 REQUIRED .D OR CONCRETE BLOCK S iEff 15) © BY WALL WALK—OVER INSTALLATION REQUIRED OPTIONAL POURED (g. HV WALL FLOOR.INSTALLATION ' OONC REWIRED �J HV RAINGUARD INSTALLATION t NOM- INSTALLATION DETAILS W- NQTF FOR COM&NATION OF SECTIONS: ; t�Y�WHEN�OR� C1} HV B LA D E E.D.-EDGE DISTANCE ADJACENT Q�TO AN OPERABLE IXR SEE LI ATIONS OF USE FOR I-SEE SHEET'4 FOR TYPICAL SHUTTER (SFE SPECMCATK)NS ON SHEET 14) OR ENTRANCE BLADE�) ON SHEET 28 ASSEMBLY IN ANY WAYWA TO SUIT iwr INSTALLATICTIONS CAN BE ON.NE0 FLORIDA BUILDING CODE m It h Velocityhurricane Zone uuulHw T /i, 0 2013 wrERH METAL SUPPLY,INC. BERTHA HdTm •` ��''U�ENs'/4i A,S,S,A. Accordion Shutter System R.V.RADE 11 q OR 1/0 H.Y.WIIr M WX k H.Y.BLADE = o: !J'` = American Shutter SystemsoEscRmrcx DATE DRAWN TTY: M.L. l OF A TIWT TESTING & ENGINEERING COMPANY As3a01aflon. Inc. t OLD 11mm 04/13/15 DATE 04/13/15 �C` m6S N.M.36th SL.Std ME.l V=.GARD?O,H1MaN 331 pltma;(305)(171-1530.Fm:(3os)a-i(_1ss1 4268 Westroads Drive 2 DRAWING No s%''•""'•G\�����`�`` m- 19 mm West Palm Beach, FL 33407 3 1 5-084 Aop„ANAL ENL1L1..� WALTER A tA1R Jr.P.E. FLMIDA LIE./44167 S SHEET P.E. SRE/DATE 6 0 8 SEE NOTES ON LOCKING RODS@.W Lome w `r -INST-AL-CATIONS-W� -0)-HV �-*AND -wLDcK-®-DN-w-6._ ---- 0 UT --- 97 -—-—�N . �-E)(ISIING GLASS �-- >{e�e -- - If// BLADE HV CENTERMATES OCTAL�IS VALID 8�0 OR SEE.END WALL CONNECTION 10•®°t©•�®•©a EXisnNG GLASS DETAILS ON SHEETS 11 Q.O.©a©•O.�, (6DD3 •x I ®•®a®•®a�.�aO 3 1/4• 7• 61/2' 7. OPPOSING I71GIE w/(x)t/4v YePrnN 1/2• - SYMMETRYCAL ANCHORS To CONCRE,E CENTERMATES (4)l,ox, (TGP/eOn01)6: /1or3 4•S.M.S.0 12• CEN ATES MN.SEPARATION AT�sr��(p) I �G FULL�p� W/ HV LO or l W/ HV LOCK v or Fe (SETO E GLASS "MULE 5 ® ' * 35* 1-N 3 * 3 oN.sHEEr,z> 1 5 1 BIT 1 1/2. ® * 3 ®" a®a©•(D10•�' O a 1 OUT 10+®a©•®«©•®°" HVA HVB a®a©•Oa® iQ.®a HMC POURED CONCRETE OR ©-O•©aaO-Wa 1 10+®a©•� .®a �EKISTWGGI/55 CONCRETE T,LaGKWALL .®a©. I SYMMETED RICAL ------�N —����®a�� .�, -- ------- — G ®•®a®`®°"�'�°'�J��u 1 CENTERMA ES* uiN• GLASnoN b ©'®a®'®a®'�` tsEE SCHEDULE 5 11� ®p * W/ HV� (INTEIt10R) ®'®a®•®a 1�9•�S a1�9 ON SHEET 12) MIN. TO GLASS OPTIONAL IT I TO GLASS - � (SEE SCHEDULE ON SHEET 12) (INTERIOR) _____-____ - �- - - OUT 1 1 ASD 16,OC -E 1 ® * 3' VARIES BI 90' * a ® oUT 6 1/2-TMX.SLACK �1 °R) HVE HVE** HVD ltuuuuTp� FLORIDA BUILDING CODE on High Velocity Hurricane Zone :/ i� ID 2015 E6 ERN 14EML SUPPLY.INC. �( q J�ENSF' BERTHA HVTu IL E C O INS. A.S.S.A. Accordion Shutter System I'M/ �(' .� American Shutter ElA� 1 W1 OR M G H.V.M IMI 8M Ir H.V.BABE TICCIT TESTING & ENGINEEKING COMPANY Sems EV. DESCRFM DATE DRAWN By' M.L a33S N.M.Sas s.,a..305.VPGDM GMDtM,t1GIR„MI Association. Inc. , ole t1-,t< 06/13/15DATE, 04/13/15 (300)071-10,0.ra:(305)071-1531 4-268 Westroods Drive 2 ��i�-P�•�'.�....••' ��� o-mm:tn.eooed.ean DRAWING NO MALTOtE A-000"871TILLET Jr.P.E West Palm BeOch, FL 33407 4 1$-084 FLORIDA U.1 44167 s SHEET P.E. SEAL/SIGNATURE/DATE 6 e OF 28 ROOM CONCRETE OR CONCRETE CONCRETE pPRWR� RETE POURED CONCRETE OR _ OR 0OwRETE—.__ - _ - - _ .BIOCK-VW.L REQUIRED_ BLOCK WAIL.REQUIREDr31.00K-WALL:`REOUIRED�. REQUIRED ,-MgntNG GLASS 0OSRNG GLASS 2'u ' CLASS GONG AN /-p(ISTDdG GLASS O i6.O.C, y"- _-l� Whl. A710N J�'` '' CLASS 2•MIN. To GUISE.(SLE 1,K SEFAWM(SEE ;;. MIN. �YFAION 0 SST m aASS(SEE E EQ TO GLASS(SEE i2 B,AOE . S1fkT � 9Ci>rOLtE ON S1iFET JOIDUli ON sLEEr ijss•:3`itAX. a @ T2 iOR (Dm 12 FOR BLADE 0" 12 FU'Ii BIHIE®A10 (6063-Ts)CONT. ON SIEEF 1/2' ON STEEP 2e FOR {LOCATE AT ' ar SLEET';a FOR ALUM.CLOSER \ ettOES@lt �"-� HADM@&0 L„DSM&p PLATE(LLOCATE tI2 1-)SIDE AT EITHER& MIN \ j .F USE 'OR 2•UM. I 1/2 iQN. L 11 S.M.S. I ,f_ _ ___ ALUWIINU CUP ANGLE a•90_2- t {1091/2•S.M. _ _ -' 0 1b-O.C. _—_-- \ (6083-r ALLOY)AT MIONEICHi 0 1V OC. \ 4 (1)flat�2”S.M.S.TO Q& 4 (2)1/4'0 APCONs ANCHORS TO WALL AT O.C.(LOCATE AT SEE DETAIL% 5 SIDE CONNECT" 1 OR EITHER OF 1 OR ®' SEE DEFAIL X FOR QR TO TRACKS 1 OR SIDE CONNECTION �"' t�nv UO n a `�« SIDE coNNECT10N C�«4 UO«8 L •®O1 n .6 (1 a •®« To TRACKS G. (7�a •Q�a 1�•43°'6.�•9�nQ•�' � �$�'®•E�"©•�°" •®°0.4.9-©-0°• eV«�•'lY'"©'®« ©•O.�a©•Q.®u 6 Q.�nO.O.®n ®"®tl1`S.y VY'\:/.®°. ®'�n�1•]9"'ll•®n ®•�"'®•'LH�•�'\J - Oa �n�•Sy�•®"V ����•�«�•�«Q ®• �• �•�� 00-0 END CONNECTION DETAIL END CONNECTION MAIL(Q E D 001N D Q END CONNECTION DETAIL a POURED CONCRETE OR ( #REQLP3FD ONLY —'+�GRE-AT-E-R THAN 12'-0' CONCRETE BLOCK WALL. EXISTING CONCRtJ �OOSTUIG OtA55 REWIRED GLASS .--_-__ ------------- 11 --_------- ft1S.0 ----- MIN.SEPARATION! 06MA SEPAAA110N ! CI ( 12 fORLELAOROE SHEET CONC 1/2•MIN.. TO LUSS(SEE F� ..- ' -'-�- _ ON STiEET 20 FOR ANCHOR 0 i Et-C"943 �, ---'_ --'- ©pR�OR(}�OR� CONCRETE TunEs@&(A 1r O.C. 5 0ON SHEET&O - ANCHOR Q 0 16• 1 2 WX ___ 4 O.C. ____ _3x3dIN.._ _—_ 6 pR®pRL77TOR , r IN 2-MIN. ~�E� SHEET m)ONS OF USE �' pR®OR 1�f ORL7 y VIEW Y s 6 OR 4Y LAN 7�jA1L X OR POURED CONCRETE OR ��U•on 6 , •®� E TON CONCRETE BLOCK WAL �•®«�•®-�•Q= . REQUIRED �'®n6�•d -d'�n ©•®•©«©•(O•d�« 1 V DEO V DO B INTO ao•�n®•o•®� �•c�n�•�®•�4 CONCRETE OR CON98ETE BLOCK WALL END C NNECTION DETAIL5{� END CONNECTION DETAIL(g) FLORIDA BUIlD]NO CODE N«r High Yawty Hurricane Zona 0 2015 EASTERN METAL SUPPLY.INC. `�,y�e� T+stir` A BERTHA HV- :A !� Accordion Shutter System 11. ECOtNc. . ■ Q ■ V. �W OR 10Nv.VAN wx&M.euaE ill American Shutter SystemalgLt� osanr m DATE MANN Of' WL_ 7Y - TILLST TE=NG & ENGINEERING COMPAW Association, Inc. 1 OED 11-1u 2/13/Is SATE: 04/13/15 o STATE DF. 4=Nm•-ob.R-r..302 w>raa G90EM.rLascA 33' 4268 Westroads Drive 2 aca Pl :(30!2!71-1530.Fa:(305)871-1531 DRAWING No p ®A..D*.•C0"' West Palm Beoch, FL 33407 3 i p . fffffici+..•• ...fC`�,��� WALTER A.In=J,P, 4 1 5 EET P.E. S / QAiMI'I}�2E/DATE FLORIDA uG 1 u1e7 6 i1 OF 28 ¢ H DU F 11 SCHEDUI F � SCHEDULE 153 --MAXIMUM SHUTTER SPAN' --L+'-OR-'L=' — MA)(IMUM SHUTTER SPAN* 'L+' MUM SHUTTER SPAN*"L+' - -- —-- (ft.). FOUR INSTALLATIONS®/ OR 'L-' (ft.) FOR R 'L-' (ft.)'INSTALLATIONS INSTALLATION I An(iu(mcuD & or or INSTALLATIONS W/ CONCRETE & � ' W/ ONE H.V. LOCK ®or®or or &�w/ ONE HV LOCKS �SORY WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK®W/ NO LOCKING RODS or ONE HV LOCK er�or® O1R W/ NO LOCKING WALL A. B. C. D, E, M, N, 0, P, Q, AS.D.POSITIVE DESIGN PRESSURE RATING. CENTERMATES®& W/ ONE W 'T' W/ NO LOCKING-RODS® ODS MWt(TING F, K & L R, S, &V. L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCKLOCKI RODS®TOP do (SEE NOTE i) ASO, OFSICN PRESSURE RATING. BOTTOM SEE NOTE FLOOR/CFJUNG uAc,un CONCRETE&WOOD MSDALLATIONS 0 MAX Asn coNCRETE&waoO LAE.ASIX CONCRETE MOUNTING G. H, I, Il &J T. U,.W & %, WA PROCEDURE T( DETERMINE IAOR FL O SPAN FOR ___ WALL MOUNTINGS RoP/eonoM) OR FLOOR/CEILING: WALL MWMYXS F1AOR/COLNG PPATM WALL tA0U1f13)G >� FLOOR/COLING MOUNYING GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. (yaL) MOUNTINGO„J,) LL /� (p.". MAXIMUM,) OR DETERMINE MAXIMUM SPAN'L+'FROM SCHEDULE. (+at-) (+DA-) 1111" MDUNnNG GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, L+ L- L+ (1) L-(0) L r L-(10 L 4 (q t-0) DETERMINE MAXIMUM SPAN'L FROM SCHEDULE. 30 OR 16'-0' 18•-O' 16'-Or '16'-O' 30 16'-01 16'-0• 30 16'-O' 16'-01 FINAL MAXIMUM ALLOWABLE SPM IS EQUAL TO THE 35 14'-10' 14'-10- 15'-2' 16'-O' 35 14'-10' 14'-10' 35 15'-21 1e'-10- V MAXIMUM SHUTTER SPAN -L+-OR-L-•FOR MINIMUM DETERMINED SPAN BETWEEN 'L+'AND'L 40 13•-10' 13'-10' 14'-2' 15'-r 40 13'-10' 13'-10' 40 14'-2' 15'-2- INSTALLATIONS INTO WOOD SHALL BE UMITED TO 45 IS-1' 13'-1' 13'-4• 14'-3' 45 13'-1' 3•-1• 45 13'-4' 14'-3' 105 P7f.A.S.D DESIGN PRESSURE RATING. (3)PROCEDURE TO DEMWINE MAXIMUM SPAN FOR 1 COMBINATIONS IN SEPAIIN WALT.MQUNtINGS•- 50' 12'-5' 12'-5' S0 12'-3' 13'-1• W/FLOOR/CEILING MOUNTINGS: 55 11'-10' tl•-10' f2'-1• 12'-11' 55 IV-10' 11'-10- 60 11--4' 11'-4' fi0 10'-21 10'-11' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 65 1a'-lo' 101-10' IT'-i' 11'-11• 65 10'-1a' 10'-10' 85 W-5' t0'-1• RATING: 70 10'-8' 10'-6' 10'-9- 11'-57 70 10'-6' 10'-6' 70 W-9- 9-4' DETERMINE: t HV CORNER CENTERMATE 13 MAY BE USED AT]J2 L7+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 75 10'-1- to'-1• 10'-4' 11'-1' 75 10'-1' 10'-1' 75 - w-9' MOUNTING INSTALLATIONS.LOCIONG SPEaFrATious L2+- MAX.SPAN FOR FLOOR/CEILING MOUNTING 80 9'-10' 91-10• 10'-0- 10'-9' " 80 9'-10' 9'-10' SKLL BE AS INDICATED ON MANDATORY OONDMOINSTAZ(ATIONS. 85 9'-6' 9'-6' 9'-9' 10'-S 85 9'-8' 9'-8' NOTE i5,SHEET 5. FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 90 9'-3' 9'-3' 9'-5' 10'-(' 90 9'-3' 9•-3' RATING: 95 9'-ol "W-9' 9'-2' 9'-10' 95 W-O' e'-9' DETERMINE 100 8'-9' W-4' 9'-0' 1 9'-7' 101 8'-9• W-4' Lt-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. W W W -7' 9'-2' 110 8'-4' 7'-77'- L2 MG MAX.SPAN FOR FLOOR/CEILMOUMING 110 e'-4' 7'-7' 8' 105 8'-7' Y-11- -9' -4' 115 -7' r- SEPARATION TO GLASS SCHEDULE INSTALLATIONS. 115 V-2' 7'-3' . W-4- 8'-11' 115 8•-2• 7'-3' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 120 8'-0' 6'-11' 8'-2- W-9' 120 8'-0- 6'-11' MINIMUM BETWEEN 'U4,'1s+','0- AND'LZ-' 125 V-10' 6'-8• 8•-0' 8'-s• 125 7'-10' 8'-8' I WIND ZONE MINIMUM '(4)GO TO A14CHOR SOIEDULE WITH FINAL. MAXIMUM 130 r-6- V-5- 7'-ID' V-1' 131 1 7•-8- . W-5• ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 7•-7" W-z' r-9' r-9• 135 7*-7" W-2' TO GLASS PRESSURE RATING TO RTFRLINE MAXIMUM ANCHOR 140 7'-5' 5'-11• 7'-7' 7'-6' 140 7-5' S'-11' SPACING. 145 7'-3• W-9' 7'-5' 7'-3• 145 7'-3- s-9• 1 THRU 3 150 7-2' 5'-7- T-4' 7'-0', 150 r-2• 5'-7' T„ 155 7'-0- S'-5• r-2' 6'-9- 155 7'-0" 5'-5- 160 W-11' V-2' 7'-1' 6'-7' 160 W-11• W-2' - 165 6'-10'• 5'-1' 7'-0- 6'-4' 165 W-10' 170 6'-9' 4'-11' 6'-11' V-2' 170 W-9' 4'-11' ' 175 6'-7' 4'-0' W-9' 6'-0' 175 8'-7' 4'-9' 180 W-6• 4'-6' 6•-8' W-10' 181 V-6' 4'-8' 185 V-5' d-2 6'-7' 5'-8' 185 6•-5- 4'-6' �H V BLADE D EV B LA D E 0 190 6'-4' 8'-8' S'-6' 190 6'-4' 4'-5'P n 195 6'-3' 8'-5' S'-5' 195 8'-3• 4'-3' 200 6'-2' W-4' S•-3• 200 W-2' 4'-2' 205' W-1' s-3' s-t• 205 6'-t• 4'-t' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A.Tit I?", O 2015 EASTERN METAL SUPPLY,INC. , ��CENg•'':��'; A■�,�■�■ BERTHA HV- Accordion IL E C O tNa. Accordion Shutter System * ¢l/��i.f *= American Shutter Systems H.V.BLADE 1 W OR1Htm W 0 HY. OW BLADE h HV.RUDE T1Wt TESTING 3 ENGINEERING COMPANY DIEUMPIM DATE DRAWN BY: M.L -O••, STAT OF ` 6357/1W.3RA.S1.See.3M VRCM G/RDO15,RDROA 331U Association. Inc. 1 OLD It-IDA 04/17/15 GAM- 04 13/15 (305)8771-1530.Fm:(705)871-1531 4266 Westroods Drive z ®6lt..9.01 n West Palm Beach, FL 33407 3 DRAWING No 0NA1 WALTER A TUR Jr.P.G 4 15-084 P.E. SF�YitltUtRE/DATE —0005710 P1D�'°c' 441°' ° SHEET ° t OF 28 H C • • r � � �000ao� o�Qooaa©o©QooaOQaaoaaacaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaa .e�oa000000Q©ooaQeQe©caaQaaoaaaoaaaoaaaoaaaaaaaaaaaaaaaaaa 'BGCCCOGOG®0000G©GOCDOdBO®��aoae©aaoQaaoaaaeaaaaaao©aaaQaa � . ` oflQ00000ceocoeQec©Qeoeo©oov©a©QaooQceQoocQQ©aaeQaaoQaacaa . ; .: . - "©QOGGOGQGQQGG®OQG9CQCBQOaQG00©Q�GOG00©G8Q8C09QOD000©Qa®Da ._ . 0000QQoccooQococcaoc00000eQecoaoeoocoeoeQec�QccQceceQeoco o .ooccoQ000ccQoocoocQ000aooQ0000Q0000cQOQQ000000ce0000®eQoo . occ�ocoocc000cc0000000cooccc00000000c000cooQcaoaceaooQoco dh 00000acaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa e�oocoa�cacBaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaa _. - -accc00000©ooeooaeaoaaa©aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa r � :� ooc000cooac0000ao©o0o�ocQaoaao©aaaaaaaaaaaaaaaaaaaaaaaaaa ©cc0000cQoccc®Qcooc00000®oocoa®eaaaaaaaaaaaaaoaaaaaaaaaaa '� A�99999®999®8899®08�9A®8888®A099BG988�9�998000®®000000000 � � �BBBBBB00BBBBBB880BBBBBBB9BBB�BBB�B�B9B��Q8�90B9�0B090B09 - EoaoQaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa r�� _ -BocooaQaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa = : -ecoc0000caaoaacaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa o0000000ca0000caoaoaaaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa . QACCCOCC�CQ�QAA40®oaoao®aaoaaaaaaaaaaaaaaaaaaaaaaaaaaaoaa �QE79A990999BB�g089�90A0009GB©©aoQaaoaaaoaaaaaaaaaaaaaaaaaa � =00000000®®880908®AAAABAAA98�BOB�BO®99QA099®0oo�coaaaaaaaa ;;'' �BBBBBBOBBBBBBBB000BBBBBBBBBB9BBB�B�90B�9OB�9CB99®BQ90B09 � , ' _' ��OCCBBCCC00©0CC©Daaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa >, - _ . -e0000docooc0000®ococoaaaaaaoaaaaa aaaaaaaaaaaaaaaaaaaaaaa _ =� : _ " . t aoa�c000000000acoaoocooaaaaaaaaaagaoaaaaaaaaaaaaaaaaaaaaa . � .-. oacaccoocc000c0000coc000coo®00000aaaaaaaaaaaaaaaaaaaaaaaa ;g� - - - - .ecoacooc0000cooc0000coocn00000000aaaaaaaaaaaaaaaaaaaoaaaa . . :' �E3ABAAA90A8BAA89BBBAAAA9B998BA9AAA9BB8A9ABaaaaaaaaaaaaaaaa -- =0A®0000000®AABA®AAAAAAABAAABAAAAAAAAAAAAAAA®AAAABaaaaaaaa '��y ° OBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBO �eo9999oa9co©canoco©oc00000d0000000°a00000°a0000000000000°ao°a eccoocccccaQscc000000®®aoaaaaaaaaoaoaoaaaaaaaaaaaaaaaaaaa am Banco "©CCCQQCOCQOOQCCCBQQCCODCQCOCdCdOCGG0a000aaaa0a0a0aaaaa0aa 099999999999B98BB9moms 99999B99B9BMMS 899O9aaaaaaaaa ° NNEI11!91aaaaaaa9898 ti000afloaacaaaaaaaaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaaaa eoaccco©oo©6oQaaaaaaaaaaBoiling aaaaaaaaaaaaaaaaaall aaaaaa -eaccocc000coodd©©ncar�Qaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaa Dim mmcoccccooccccc®®©©v©®cac©©aoaaaaaaaaaaaaaaaaaaaaaaaa Dim 00 CdCCCQCeeCOQCCOCOpBOCQQ©Qall aaaaaaaaaaaaaaaaaaaaaa a ams B89899988EAB88t�9B98B699B0099©QQQa0BB0©aaaaaaaaaaaaaaQa ° 000 00299999990 a89999989990000009999999999120000aAaBaaI IMIERWIMENN®®®®®N SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES - (SEE uouHBNGS E a t H Of 911MIS 6&'7) -- 1_ANc1HORs m_SIJ8SWTE suu sE As FOLLOW. PaaaD aDal POMIen CONCRETE (A) 70 ENISTING POURED CONCRETE(An fC.3 ksi)wmm --- - QWAU_SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING - 1/4Y TAPCON OR TAPCON W TH ADVANCED 7HREADFORFA TECHNOLOGY ANCHORS,AS MANUFACTURED of LT.W.BULDEX pan.fC o 3 I W) SPAN - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS LNSTRUUilD BY ALL POINTS SCREW,BOLT&SPWA7Y COMPANY. LT..f0-3 IW) (u ASD.DESIGN NFDATNE MOND CWJ ASR NEGATIVE.LOAD ASD.DESMM 1lTT.AIIVE Uva - 1/4's.BINE TAP CONCRETE ANCHORS W/CAP AS MANUFACRIRm BY FLORIN FASTENERS(DIRECT.WC.(On.fe-2 hi) . 30 140 160 175190 120 160 30 40 '60 75 00 112011601205130 40 60 75 90 120 150 205 TAPCON ORTAPCON 1TT1 ADVANCED -1/4�TAPPER+ANCHORS AS MM"ACTURFD BY POWERS FASTENERS,WG.AND DISIRBUEm BY ALL POSITS SCREW.BDLT&SPECIALTY 1 12 10 0 0 e 8 14 2 9 8 0 e 4 1 10 B e e e e TTAPCO ORM TECHNOLOGY COMPANY OR MAY OTHER APPROVED UCEbM OR AUn4OR2ED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' 14 12 10 9 B 181­6 8 14 12 10 9 8 6 0 5 14 12 10 9 B e 6 6. ALL P�SOLID-SET (�•fa=3 kei) OR LIESS 14 12 O B 6 0 .6 8. 1t 12 LC 9 6 6 b 8 14 12 10' 9 8 0 6 S 14 12 10 9 8 8 6 7 14 12 10 9 & 8 6 0 14 12 10 9 0 8 0 6 ELLE TAP W GIP IKTfE4. 14 12 10 9 e 7 >, 3.5 14 12 10 0 8 B 0 8 14 12 10 9 0 B 6 8 .TAPPER+ At)MINIMUM EIRBFDMQir INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED 11UtFADFDFOM TECHNOLOGY ANGORS AFRI TA(+PER+ 14 12 70 o e 6 e 6 4 /2 10 9 8 8 0 8 14 12 10 9 9 8 0 ss ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4•-0' 14 12 10 9 8 B 0 4 tt 12 10 9 a s 6 43 14 12 10 9 5 6 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'All POINTS SOUR-SEF ANCHM SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 8 e 6 4b 14 12 10 9 6 8 6 55 TU 14 12 10 9 6 e 6 4S INTO STUCCO SWILL BE PfR►DFLED. S.S.1/4'0-20 MACHINE SCREW USED SHALL BE 1 1/2•LONG NINW M &HMO STUCCO Dom AND 14 12 16 0 7.5 &5 35 - 14 12 10 9 e a 0 S 14 12 10 9 0 7 55 4 •sEE OF ug 1tR 1•MINIMUM FOR WALLS WON NO STUCCO, 1{ 125 2 10 9 8 6 6 a 14 12 10 9 8 8 a &S 14 12 10 9 5 8 0 4S MAW CH sAm 5•-0' 14 1112 tO 9 e 7. 4 - 14112, 10 9 8 6.55 33 14 12 10 8 &5 5 JD 3 A3)IN CASE THAT PtRIE"M STONG PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DISHING WALL OR FLOOHC 14 12 10 9 B 75 4S - 14 12 10 B 8 8 '0 45 14 12 10 9 e 6 45 75 ANCHORS SPAM BE LONG 04OLIGH TO REACH THE►MMR STRUCTURE BEHIND SAD WALL FHNtSH M ANCHORAGE SHALL BE AS INDICATED ON 14 12 11.5174 45 - - 14112 0 9 8 7.55.5 4 14 1 10 9 5 6 45 3S NOTES At)&A2)ABOVE.FOR DLSTALIAMONLS ON Van.SIDING OR EiFS'WITH OR WRHOITT METAL STUDS CONSULT THIS ENGINEER.FOR 8•-0' 14 12 to 9 8 0 6 - 14 12 10 9 8 6 D 5 14 12 10 9 a 0.0 5 35 INSTALLATION INTO DFS WITH LETAL STUDS SEE SHEET 28A 14 12 10 D 75 OD 3 - 14 12 10 &5 7 &5 4 3 14 M 65 SS 4 3 14 12 t0 D 8 6 - 14 12 10 B 8 65 5 75 14 12 10 85 0 6 4 - (0) TO DOSMNG CONCRETE BLACK.-(ASTM G-90) 14 12 0 0.S SS 3 - - 9t 12 10 9 e 65 46 35 14 t2 10 6 7 5 33 3 - 1/4'O TAPCON OR TAPCON WITH AINANCED THRFADFORM TECHNOLOGY ANCHORS AS LWBIFACTURED BY LT.W.BULDEX. 14 12 10 D 8 0 - - 14 12 10 9 8 7 5 4 14 12 10 9 75 55 4 3 -1/4 X 3/4'ALL PoMTS MUD-SET ANCGRS,AS OISR08lFIID B(ALL PONES SCAE11.BOLT&SPECIALTY COMPANY, 7-0' 14 12 10 8 es 4 - - 14 t2 9 7S 0 4b 3S - 74 OS 7 SS 4b J 6 - - -1/4'0 BLUE TAP CONCRETE MICHWFS W/CAP AS M MPACNRED BY FLORIDA FASTENERS DIRECT.INC. tt 1 to 0.S 7 t" - 74 /2 10 0 73 5s s - 14 72 9 7 75 45 - - 1/4'0 TAPPER+ANGORS AS MANUFACTURED BY POIYEHS FASTENERS,RIG,AND DISTRIBUTED BY ALL PONTs SCREW.BOLT&SPECIALTY 14 11 7 55 4b - - 14 12 f0 B 75 Sb 4' - 14 12 9 7 6 45 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOR®VENDOR REGISIERM WITH TIE AMERICAN SHUTTER SYSTEMS ASSOCIATION,DNC. 8--0' 14 12 10 9 0 6S - - 14 12 10 D 8 6 4 - 14 12 10 8 6.5 5 35 - fid: 14 12 &5 7 5S 3 - - U 12 0 0.b 85 4 J - 25 BD 6 5 4 3 - - 8.1)L41NUW EYBIDMENT_IMD CONCRETE BLOCK OF TAPCW.BLUE TAP W/CAP ARCGRS AND TAPPER4 ANCHORS IS 1 1/4'AND TAPCON. 14 12 9b 7.5 0 - - - 14 12 95 5 6.5 S - - 14 12 It 0 85 4 - - WALT ADVANCED THRFADFORM IECHINOT.OGY ANCHORS IS 1. 13 03 6.5S &3 - - 14 12 10 8 65 3 - 14 12 a 85 S 4 9'-0• f1 12 10 D 8 - - - 14 12 10 9 75 4S - - 1{ 12 8b 7 53 4 - - B.2)MINIMUM BABEDMENT OF 1/4'4 x 3/4•ALL POINTS SOLID-SEF ANCHORS SPALL BE ENWELY EMBEDDED INTO THE CONCRETE BLOC(.NO 14 73 75 e - - - 14 11 7 bb S 35 - - 11 8 55 45 35 - - - 1]18EDLIFM 9IT0 S111CCO SHALL BE PERMITTED, 1/4'8-20 S.S.ALACHlIE SCREW USED SHALL BE 1 1/2'LONG 14IIWY SHOULD STUCCO 14 12 8 65 43 - - 14 12 e5 7 55 4 - - 14 OS 7 1:1ss 6 4.5 - - EDaST.AND 1'MOM M FOR WADS WITH NO STUCCO. 15 85 5S 4 - 14 12 B 7 0 46 - - 14 11 7 83 43 3b 10•-O' 14 12 10 9 75 - - - 14 12 10 8 65 5 - - 14 12 8 8 5 4 - - 8.3)IN CASE 1W1T PRECAST STONE.PRECAST CONCRETE PANELS,PAYERS OR ANY VENEER BE FOUND ON THE DOSING WALL OR FLOOR. 14 05 7 S 35 - - 13 95 &S. 3 4 3 - 10 75 5 4 3 ANCHORS SiALi BE L& EN(MIGH TO RFJICH 7tH MAIN STRIlCR1RE BEHIND SLID WALL FISHES.ANCHORAGE SHIOL BE AS INOICA1m ON 14 11 7S 5.5 - - - - 14 11.5 9 e 5 4 - - 25 BS 6 S 4 4 - - N07M B.1)&B2)ABOVE FOR INISTALLAM6 ON VINYL SIDING OR BFS WITH OR WM40UT METAL STUDS CONSULT THIS ENGINEER. Ob e S - - 14 12 8 0.6 6b 4 - 13.t0 O.fi fi 4 3 - FOR RwAILOION INTO ETHS WITH META-$Tuns SEE SHEET Zak 11•-0' 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 OD 7 SD 43 JD - _ 25 BS 5 - - 12 D 6 45 4 3 - - 9 7 45 J5 3 - ,(C) ANCHORS SHALL BE RMA.LED FOLLOWING ALL OF THE REWM ENOKTIONS AND SPECIFICATIONS OF THE ANCHORS' MAWIFACTURER 14 10 7 - - - - - 14 105 7 &S 45 - - - 15&5,64,4.5 73 - - - (D SEE SCHffOULE BELOW FOR EDGE DISTANCE ED. VERSUS SPACING RELATIONSHIP FOR ANCHORS. Bb 7 4.5 - - - - - 14 tI3 73 8 S - - - 12 9 6 N 4 - - 12'-0' 14 12 10 - - - - 14 12 6 &5 &S - - - 13 10 85 5 4 - - - EDGE DISTANCE VERSIAS SPACING SCHEDULE FOR ANCHORS! 15&5 45 - - - - - Il a SS 4 35 - - - 0 8 4 3 _ _ _ _ M001Ep1 AINCiOIi SPACINGS ARE VALE FOR EDGE DHSTMICtS MfD1017ED BELOW.FOR E D.LESS 7RW 71E NDMAUED,REOIJCE ANCHOR SPACING 1S 05 6 _ _ _ _ _ 13 i__5 0b 6 4 - - - OD 0 S 4 - _ _ _ BY WLiPI.YINO SP C2 51IYM1 ON SCHEDULE BY THE FOl1DARN0 FACNRS 0 65 - - 14 105 7 SD 45 - - 11 &5 55 45 35 - _ REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS TWIN YWL91Y SPACING INDICATED FOR EACH ANCHOR TYPE 13•-0' 1412 - - - - - - 14 IIS 75 0 5 - - - 12 9 8 43 4 - - FACTOR 0.5 a - - - - - 10 7b 5 4 3 - - T5 4' 3 - - ACTUAL. ADVANCED 25es - - - - - - 12 9 6 4,5 4 - - - Bs 7 5 4 - - - - DI GE TAPOON THT RRM Ml POINT SOLD SET ELLE TAP W/GAP TAPPER� 0 8 - - - - - - 13 93 0.S S - - - - OD 73 5 4 - - - - B Q 14 I2 - - - - - - 14 IQD 7 3.5 - - - - 17 eS SS 43 - ED. Miff,SPACING 3' MIN.SPACING=3' MN.SPACND 3 1/2' MIN.STAIMM.3' 3 3/4' 4' 74•-0' - - - WtA7tLlE& Pq��X CONCRETE HM POURED CONCRETE& POURED RETE&MM MOM am 10 7S - - - - - - 9 7 4b Sb - - - 7 5 3b 3 - - BLOCK- 15 8 - - _ _ _ - 11 a as 45 - _ _ _ 9 eb 4b - - - - _ /1NDOW E. MIL E&•3 1/2'LN EM•2 1/Y ��3BTyr. UIL U ICK CONCRETE'8✓3DCK UK Ea•31/{' Ea•2 IJT 75 - - - - - - - 12 B 6 - - - - - 95 7 ,5 - - - - - l 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 is-o•-L4- - - - - - - - ,o es s - - - - - BLADE WORKING 2 t/x' aF11 1.0 0.67 1.0 9 - - - - - - - 83 ds 4 - - - - - 6b s J - IN UNISON n t0 - - - - - - - oS e S - - - - - es e 4 - - - - - 2• - 0.71 - - - 037 - 7 - - - 15 _ _ _ _ _ y C-y _ _ _ _ _ 1 3/4• - - - - 0.43 14 - - - - - - - 7S 95 0 - - - - - O 75 ! _ _ _ _ _ 0.35 8 B 8 4 6 48 J 9s 7 & - - - - - e e , - - - - - FLORIDA BUILDING CODE 5n High Velocity Hurricane Zone `.A�`g A-T1(��T,� ®$O1b F15TERN METH SUPPLY,INC. .` �:••' •.� '. BERTHA HVn A.S�I�A • = I L ECO �N4:. , Accordion Shutter System / *a V.RUDE III W1 ORM 0 H.V.N4OOW BUOE&HIV.BLADE *• /q�./" _ = Amerloun Shutter Systems DMCRF 1pN I DATE DRAY,N B0 M.L. (- TILLIT TES71NO & ENGINEERING COMPANY +O STATE OF ?�` am RW.JAM P_St..305,WMM DArxx146,RDWA yl ASeoCiatton. Inc. N OLD 11-11{ 04/13/93 01TE• o4/t3/1 s O LONI� @� Ph- (0671-1630.FAa:(305)871-1531 4268 Westroads Drive DRAWING No -. G� � .-m0:uuu-o..11919•Can West Palm Beach, FL 33407 1ONA1` WALTER A TRIM V.P.E. 15-084 P.E. SiSLE FWFMk L`'�44167 SHEET 1 OF 28 —— — ------- r _ 1 { . _____________T______ _-7______.___.._, I .1875' T - - �, .0625 r 0"025'0625' 72'To MADE iO4 EXTERIOR EDGE 0625- j 1A SECTION X—X I 0- — .11 W 111MDOW B1ME SCALE: 1" = 1 .,875- �CKLE .062544 POLYCARBONATE IMPACT RESISTANT HV WINDOW_T o.osz5" BAYER ARBONATE RE INS. UVRSTABILIZED GRADEOLON 3163 COR SABCIr INNOVATIVE PLASTIC LEXAN 103 RESIN FLAT OF BLADE PORTION OF ' (SEE NOTE "F"- ON SHEET 28). h I i i R7.7500 I' EXTERIOR 1.3750' POLYCARBONATE SOURCES FOR HY WINDOWr APPLICABLE RESULT \ r r STANDARD eAnn ..�aownc X /, 02.8750 X �' • I REFERENCE NIVEWL , / wc UMMMaaK 3103 LOrK1 3/41 pnw II I PHYSI�L SPECIFIC GRAVITY ASTM 0792 0.043 6/n' 0.043 16/In / I ON C TENSILE YIELD STRENGTH ASTM 0638 9.400 p.4T. 9.500 p.4i- CLEAR f,2 1/4' FLEXURAL STRENGTH AT YIELD ASTM D790 12500 p-41. 13,400 p.4i. SEPARATION I I CLEAR FLEXURAL MODULUS ASTM D790 310,000 p.aL 345,000 p..1 BETwIEEN I I BETWEEN 03.7500 BLADE �— T .0625 OPENINGS ' 000 NOTCHED ROD ASN D256 Is Fr-b/.n 17 FT-Ibtin 625_ F7 F BURNT .CN`AArR�LSTIG4 SMOKE DENSITY ASTM D2843 47.2 x 64.5 x MAX 1/ 11 SECTION Y—Y RATE OF BURNING ASTM D63S C-1 CLASS C-1 CLASS SCALE: 1" = 1" •7500 SELF IGNITION ASTM 01929 1040-F "0-F I II WEATHER ASTM 6155 .TENSILE SM040 H AFTER WEATHERING AM 638 9302 p..7. 8840 p.al EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATIIERMC ASTM 638 9461 p.4i. 8560 p.a.i. �`—� I• SCALE: 1" = 1" 12'MIN.CL&PA>I10E - TaB1AUBOITpN TYPICAL HY WINDOW BLADEISA AND SCALE: 3/8"=l" POLYCARBONATE HY WINDOW DETAIL ' FLORIDA BUILDING CODE Non High VelocityHurricane Ione ,`' Vk A T/(���7 ®2015 EASTERN METAL SUPPLY.INC. BERTHA HV7 �, '�, ��, Accordion Shutter System H.V.BADE fI W1 OR 110 U.Wtr W WADE do ILV.WADE American Shutter Systems DArz DESCRF , CRAMN Br; M.L. TILLIT TESTING R ENGINEERING COMPANY �:• STATE OF :'a--4 4137 N.M.SqA.31-.s..307.NnGMA GAROM 1LLWDA 331ef Association. Inc. I oto 11-1114 04/13/15 DAT- 04/13/15 Pnone;(305)871-1530.F-:(305)871_1631 4268 Westroods Drive 2 •�'. [pR10P_ ��: mot 9K«oaod.00 I DRAWING No •• �\ ��� ®-0006719 West Palm Beech, FL 33407 s ,,`S/DUAL EN`�1�.�` w�L1x A nun.r.P.E 4 15-084 P.E. Sthh/SKN+LA'I�RE/DATE Fi�D"U.r 44137 a SHEET a 27 OF 28 n(:FlVE'RAT. LMRL A71pF141NAND s M USE FOR IN NE'R7H._ -- 1.WAIL ASD.OEM PRESSURE RATNG:4111)•-110 P.af. „ 2.MALT.sHunER SYNC 96• 3.ALMM L1OLWINGS.ti D.O&N ON SHEETS B.7:AS WELL AS 1LDU nNGSµ0.T.u R W ON SHEE 5 la h 19. ��7y,tray( WDH�1 i l�A• SYIaEOOGL OAR AT OPFb6N0 (�5 aO4 a tv 4 5 01YWr WERJOR ACCESS SIM OF TYP.FA END ONLY AM A MMM Of 5 OPFIWGS (J•�110LE5)FOR®P[R AT SPACM SHOWN ON SHEET 27. (B)LIN.CLEARANCE FR TOP OR BOTTOM EDGE OF ETV WINDOW BLADE •S IN © ALLOWED IW Ei � • OF ANY 3'0 HOLE FOR SHALL BE 12•. WINDOW RUDE®g (C)FIRST OR USF BEAOE MUM OUT FRDW STNOERS AT ENDS MAY BE W 5F WINDOW BLADE(1/�1 v� • • • (D)W WINDOW BLADE©OW BE USED ALTERNATE TO A SOLD NV BIADEQI THROI1Qi w SHUTTERS WBR1. • • ♦ • , (E}CE14ERMATES SHALL ALWAYS BE MrAM AWACENr TO A SOLID HV 4 pS BLADE 1 AT ORfR SIDE Of THOL x .SEE END S] III POLYfiVLBttNAIE 1N tY00I>tY®SWM E LII —.W. .W 50 TABS FACE .. ._. 9 , 7FE aNR3tfOR OF 71iE OPE70N0 BEYN'PFIORCIID.FN W'INOOA7INNA�T MUST BE .00NNEcN / � 7! . • • ONLY INSTALLED AND LACJOp USING A KV SERM TODL PROVIDED BY ASSti NG SHEET 11 TP. FULL HE]CHT. SEE ANCHOR SPACING SCHEDULE FOR NSGU M S INTO%DOD ERNE BUILDINGS ON SHEET 16,AS LAWIFD BY SPAN AND AS.O DESIGN LAID(SEE i P 66 NOTES 1 h 2 ABOVE). a8 7.SEE ANCHOR SPACING SCHEDULE FOR INSULAT10TN5 INTO POURED H C= CONCRETE OR CONCRETE RM WALL ON SHEE15.13 a 14 AS UMIIFD BY SPAN MND ASD GESIMN LOAD(SEE NOTES I k 2 ABOVE). [ a.NWLWIUM SEPARATION TO GLASS SCHEPLIL PER ASTM E-1906: tYP TOP 8R llPLAN FORRE �S) 76 WIND ZONE LGNUW SEPARKEON W GLASS D H ry+®°a© Vl NUMDED Wt 1 W 1 THRU 3 1• WE SEpNwM 70 OA% E711snNo aAlSs TION SEE onam•E ON s4Er 12 FOR 9AOEm 4 • —_—�` AND ON SHMT 28TOR RAD 01 — ------------ --------------- s �7 �♦ P. 1 \ 4 MD W/UPRI'VaJAEL NOTE 4 AM a _ METp1C / 1 � �� �i Lun3rr • � 1 SW1/11 OR QS)µD�A��® ��PLAN � \� 5E€ TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE ha SHUTTER* N.T.S. FU)RIDA BUILDING CODE Non High Velocity Hurricane Zone) go `10 2075 FAmm METAL SUPPLY.WC. BERTHA HVTm !L E C O �M�. �,S.S.A. Accordion Shutter System j� % = K WADE 1 W OR 1/0 ItY.WWW WX&H.Y.MADE 71LUT TESi1NG & ENGINEERING COMPANY CCT1 Shutter SySI0M3 %EV. fz1 DATE DINER Of.- LLL $TATE OF ��:A��_ 8.765 N°.380.S.M'' 4 VRWA 6YmEM RLYsa 1)1 AeeociatiOr{. Inc. 1 Ixn s11-1N w/1s/1s wiE: 04/73/15 (305)871-1531).Fox:(30)571-1531 4268 Westroads Drive z ED-0006719 West Polm Beach. FL 33407 3 DRAWING No •4,��CyC,S_S,•••••••���`1.•. WALTER AnWT.k.P.F 4 15-084 P.E. b. Q DATE FLORA U./44167 3 SHEET a 26 OF 2