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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS ACCORDION 11412021 Florida 8uiiding Code Onfine off 'aK„o•p•� P @ i a eF ,,cS t't9C _ .. . a=Home '� Loy 1n ! user ftgTstratlon Hot Tbpl�4 i Submit Surcharge Sta13&Facts i Publications Contact U5 � BC3S Site MOP i links : Searcn `• F! rida i Product Approval USER:public User Produe_e Aoareval Menu>pra&SI or AD0115atlon Search>8e9i1atlon List>Applitatlon Detall art n FL d FL389-R10 ta• 1 " Application Type Revision Code Version 2020 Application Status,' Approved Comments Archived Product Manufacturer American Shutter Systems Assostadon,Inc- Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (S61)209-8263 bfeetey@eastemmetal-com Authorized Signature Bill Feeley Irodriguez@eastemmetai.carn 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 Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received " Florida Engineer or Architect Name who developed the Waiter A..Tiilit,Jr,RE. Evaluation Report Florida Ucense PE-44167. Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By. John Henry.Karripmann Jr, Validation Checklist-Hardcopy Received Certificate of Independence Fl 389 R10 COI COI ASSA BLADEI odf. F RIO COI COI ASSA BLADEI 2 odf FL389 R10 Mt Cdi ASSA-a 6DM&& Referenced Standard and Year of Standard) Standard y4mr ASTM E-1e" _ 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code http5a/www.fJoridabuildina.AMMrinr a^^ �r 1/4/2021 Florida Building Code Online Product Approval Method Method 1-Option D Date Submitted _10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 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 20465 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No B 389RIO II DR-WING ASSAA 5LAOE3.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.Large Missile Level"D".Max span is 12'-3"for 40 psf M-389 RIO AE PER ASS& 6LA0E3.odf positive ASO load and 13'-0"for 35 psf negative ASO load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for 14V3 blade w/o window blade for Installations Into Metal Stud walls Is 79"for max.ASO pressure rating of+72,72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASO pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum Interlocking blades retained by tracks(top Only-.(Non-HVHZ)-Drwg 20,-164 and bottom)for storm protection Limits of Use Installation Instructions 4 Approved for use in HVHZ:No ,FL389 R10^11 DRWINQ ASSSA BLADE1,2!if Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other,Large missile level"D".Max.Span Is W-0"for 30 p.s.f FL389 RIO AE PER ASSA BLADEI,odf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HVi blade,8'-0"for+64,42 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f,for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures, ------------ 9.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-.Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FU89 RIO U DRW A$M SLADEI 2 pdf Approved for use outside HVHZ Yes Verified By:American Test lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 161-0"span at 30 p.s.f ASO load FL.89 RIO AE PER ASSA SLADEi 2.odf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Contact Us::2601 Blair Stone Road.Tallahassee Ft 32399 Phone,850487s1824. The State of Florida is an AAJMO employer.Cocvdoht 2007-2013 State of Florida.:: v�::ag=bfrftv SAtement::Refund Statement Under Florida law,snail addresses are public records.If you do not want your*-man address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any quesdone,Dr.are wont* 950•*e7•s39s.-Pursuant tv semen 4ss.275(3), Florida SE+drass. •»omeb.r�,z0= 11 wZ ucen cd under r?,apter ass,F.s.must provide she Department with an email address if they have one.The emans provided may tx used for orflcial 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 am a licensee under Chapter 4SS,M,please dick Product Approval(Accepts: Credit Card safe httpsJ/www.florldabuuriinn m'"I,r✓-. •fir---•^ -- ' GENERAL NOTES: 1.BERTHA H.V.ACWRDION SHUTTER 5Y5TII1 SHOWN ON THIS PRODUCT EVAILNATION DOCUYFNT(P.E.D.)PAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7N EDRKMQOF THE FLORDA BlALONG CODE.TH6 AC/XN2010N SFRVTTER SYSTEM SMALL NOT BE INSTALLED AT MGM VELOCfiY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERmINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WOAD SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER NHL TABLE OF CONTENTS , BE fNSTJSLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASIDE 7-16 AND SHALL NOT EXCEED THE MAIODUM(/LS.D.)DESIGN PRESSURE RATINGS INDICATED . ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDInoH.ULTIMATE OESIGN WIND LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO A.S.D.DESIGN WWD LOADS AREA 1: FN 91ADFS In& GO MULTIPLYING THEN BY 0.6 W ORDFATO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE:RAY44GS INDICATED OH SHEETS 11 THRU 15.19&20. GENERAL NOTES SHEET 1 W ADDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,M,AS TESTED.WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NZ USED IN THEIR 511STEM COMPONENTS 1-20 SHEET 2 A ALYSM HOWEVER•A WVND DURATION FACTOR CO-t.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SMUTIER SYSEM S ADEQUACY,FOR WIN)AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION IMI.2 OF THE ABOVE MENTIONED CODE AS FER TYPVL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -NI BLADE 0 t0214.01-03, 0715.01-03,f 1004.01-05,#1214.01-05./0317.02-08.(o609.01-10 AND/0210A1-11 AS PER TAS-201.TAS-202 AND TAS--203 PROTOCOLS AND nm E-1886 AREA 7�M )AND W WINMw RARE AND E-1998 STANDARDS(NLSSILE LEVEL D.NAND ZONES 1.2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WERE APPLE" F1 -HW WINDOW BLADE O/a5O5.01-08 AS PER ASTM E-1686 AND E-1996(MISSRE LEVEL D.WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 10725.01-ae AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES CH LOCKS SHEET 5 INSTALIATKNI DETAILS A-F. CONCRETE/BLACK SHEET 6 2.NV BLADE(D AND IN WINDOW BLADE ® ARE ENGINEERED TO WORK W UNISON WIN EACH OTHER UNDER THE GENERAL LIMITATIONS AND COMMONS OF USE INDICATED ON SHEET 19 INSTALLATION DEGAS G-M,CONCRETE//LOCK SHEET 7 3.BERTHA .ACCORD"PANS(HMI SCREWS),USED AT BLADES WNCKLE AND FOR DMECT MOUNT CONNECTION TO TRACKS SHALL BE+144.75-AND/14v1.7fi RESPECTIVELY,410-HY WMUM SERIFS CENTER DETAILS SHEET 8 H.Y STAINLESS SHU SCREWS WITH 135.0 k.1 YIELD SLRUKTH AND 180 kEE TENSILE STRENGTH.P114S SHALL BE COATED WITH BERTHA W DACROSHIEMD COATING SYSTEM AS MANUFACTURED BY APPROVED CElYTERM TE AIE ALTERNATING DETAILS W SHEET 9 CDAVNO APPLKJDORS.REGISTERED WITH AWMcm SHUTTER SYSTEMS ASSOMnW.PINS MUST MR THE ITV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EKIRUISIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND 7ENWER AS INDICATED ON SHEETS 2 NO 3.MINIMUM YIELD STRENGTH FOR 6063--T6 A LOY 5 30.0 kd AND 35.7 lal FOR MAD CONNECTION DETAILS 1-6,CONCRGE/BLOC!( SHEET 10 6005-75 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION EI-6 OF THE 2015 ALUMINUM DESIGN MAN A UAL MAXIMUMSPAN TABLES SHEET 11 ANCHHOROR SCHEDULE- CONCRETE&ITLO(K SNEER 12 5.ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 WITH 50 WI UN.YIELD STRENGTH AND 90 k1l MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 ALA SHAM.COMPLY W/nomA BURYING CODE SECTION 2411.3.3A. ANCHOR SCHEDULE- CONCRETE&BLOCK SHIFT 14 S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES SUNLESS STEEL WITH 35 k°I MIN9/UM YIELD STRFNOTFI. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIMDON&LN BLADE 0: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE MQ&Q WORKING W UNISON: 12. 13& 15 INVAL1ATKON DETAILS S-X.WOOD SHEET 17 ENO CONNECTION DETAILS 7-12& X.WOOD SHEET 18 8.THIS BERM H.Y.ACCORDION SHUTIFR SYSTE11 BEARS A U.S.PATENT+6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.W WHOLE OR IN PART 13Y U.S.PATENT 15-468.179 ISSUED TO FASIFAH METAL SUPPLY, M. AREA 3• W WINDOW RAIDE Q ONLY 9.IT SHALL BE THE RESPONSIBIETY OF THE CONTRACTOR TO VERFY THE SOUNDNESS OF THE STRUCTURE WHOM SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SFAL/CALJLK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/NUN IRRI151019. 7WM SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WIRE WARNING NOTE WRING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR ORIERRS,MUST PROPERLY CLOSE ALL LN/ND ID AREA 4, W WINDOW BLADE LD ONLY CENTERMA7FS AND ENGAGE OR LOCK ALL LN AND NO LOCKS 11.SFWM31 UANUFACTURER'S IABEL SHALL BE LOCATED ON A READILY VISIBLE LDCATTON AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LAM SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHIFT 20 PLACED FOR EVERY OPENING.LiawHO TO COMPLY WITH SECTION 1709.92 OF THE 170RM BULDIMI CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSIEM'S INSIIIUHON SMALL COMPLY WITH SPECS INDICATED W THIS DRAWING PINS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE . PERMIT IS APPLIED.T0. 13.(a)THIS P.E.D.PREPARED BY THS ENGINEER IS GENERIC AM DOES NOT PROVIDE WORM47M FOR A SITE SPECIFIC PROJECT,L.°.WHERE THE SITE CONDITIONS DEVLLTE FROM THE P.E.D. (b) B��R1SPo SELECTION.CONSTRUCTION ANDS INSTALLATIONINCLUDING Fsa SAFETY F THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DLVUTE FROM THIS DRAWING SHALL ONLY BE USED TO INS DOCIJUENT. OBTAIN PERMITS iN THE STATE OF FLORIDA (c)THIS P.ED.WJLL BE CONSIDERED RNALID IF ALTERED BY ANY MEANS (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FIW=REGISTERED ENGINEER 0R ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WLL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPfCWC DRAWINGS FOR REVIEW. (°)ORIGINAL P.ED.sMA L BEAR THE DATE AND ORIGINAL SEAL AND SICAATURE OF THE PROFESWMAL ENGINEER OF RECORD THAT PREPARED IT. RQ(aDA BUN.DING CM(Non High velocity Hurricane Zane g1___Ii 02020 TO TEOD.INC. 02020 EASTERN METAL SUPPLY.INC. FtIJHI �" BERTHA HVTTA � A S A Accordion Shutter System S1: \IDEAL 1 L E''% C O TALC. ■ ■ ■ ■ Kv MADE L41 W/DR W/o Kv WNWN S A DE ` NO.441 7 American Shutter Systems CV.M DOXWTION WE ORAAW.BY: M.P • TILLIT TESTING do ENGINEERING COMPANY Aeaoctolton, Inc. 1 OLD 17-107 /2 nVE 7/2/2020 ease ALA.38M St.Sb.3Ca WRCM NtmOM FLOM%33184 a'• STATE F /,� Pone`(3w)e71-law.F.:(3os)m1-1a31 4268 Weatr,0ada Drive a DRAWING No �•, °-m°a:ITkcoOo°Loan West Palm Beach, FL 33407 3 'ZQ-�64 CA-OOOa719 4 ' it ORI WALTEA AIM Jr.PS 3 SHEET EAL/SIGNATURE/DATE u4!N1� 6 OF 20 •r•raa aoox\evoE® - qs'Q, VWES s1a� 9t_, qSC- it Mwt. I 5 HV 9(r 1ew STARTER (j)HV SOLID BLADE 3OHV UNIVERSAL FLOATER O QUALIFIED��oR USE w/ COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE 1) ®HV DIRECT 1 HV BLADE(1J ti HV WINDOW BLADE= 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U E W FN 6063-TG ALLOY AND TEMPER -SEE WITATIONS OF USE OF BLADE 6083-T6 ON SHEET 19BLADE(1 37- ALLOY At76 TEMPER 3--1 6063-T6 ALLOY AND TEMPER ._ J•�6•._.. --.L _ • ,p .12.1: -: _1 aes• .. °F. 2870' 3.556' -' /1 :1 .994'� 6701:OQOy 'Y .670T=_.26' - 2 7 8�r42A `1 .q "1_.. _ �✓tl -_2,09z'_-{ TO I . �7 HV ADJ. ADAPTER WJLIP `''S6• _t:?7 0,072_ -.920- ___ 3.2z6' QUALIFIED FOR USE W/ HV BOHV WALK—OVER TRACK WDE(D QUALIFIED FOR UAE W/ HV 9 HV TRENCH TRACK -- ©HV AM—FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE(1J OQUALIFIED FOR USE W/HV --- QUALIFIED FOR USE W/ HV 6063-76 ALLOY ARD 7EMPER BLADE ])ONLY. 1� HV RAINGUARD BLADE(1� 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UAE W W 6063-T6 ALLOY D TEMPER it vNaES "' _"-1936'.__ BLADE VARIES / • 1' --1.915'.._ �' VARIES 1.936' 6063-76 ALLOY A 0 TEMPER o _oar `___M, Too- S .oso• gam}~ 55TT —' mr — I � l ,670' `7.606'.- 3 -� -f 877. 1 HY HEA009ILL ------ 11 HV CEILING HEADER ® 13 HD CEILING HEADER/SILL Q FlED FOR USE W/ HV BLADE 1 ONLY, QUALIFlE 6o83RT6SAllOY AND BEHPEd`�ONLY OUAUFlED FOR USE W/ HV BLADE(j) 14 HD WALL HEADERSILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY QUALIFIED FOa USE W HV 6063-76 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER El 1 '...T COMPONENT A ITT1 72 I _)r Y t MR WLYMN! > r t z•_o.125• 2' 5'UM. 1/8' 1/8' 3• , 3' 'Q080' ..-i ® 2' 'S'MAX.,0.192' 0.192' x _ 1�6 SIDE ANGLES -__ a _..�.._._ _, i _.._.__�..__._.: CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM t9 zs' 7'swt..a.lso• 0.190' VALIFlED FOR USE W/ HV BLADE 1) QUALIFIED FO USE W/ HV --• --- -------- 13ME T 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. _ ®— 2- 5'UM. 0.139' O.iJt' 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER rRORM BwM CODE(Hon High Velocity Hurricane Zone' `- tlttlljlll 4 02020 TILTECO.INC. 02020 FASIF3a1 METAL SUPPLY,RTC. .�y..r►.��.... /r'�,,, BERTHA HVTM s�?'VCEN A f�`�A� Accordion Shutter System � Kv. BIA X 11 W/OR W/o Kv.WNWN wm No.441 7 ., Amerlaan Shutter ems * ^� TILLIT TESTING & ENGINEERING COMPANY �� ++at DATE oRAWN er: ur �1" 625 R.W.Wh.SL,31.3W,Hamm VRMM MMM 331 Assoalatlon, Ina. 1 OLD 17-107 ./2 OAW-' 7 2/2020 STATE 0 ) Pta :(3W)871-13M.r-:(305)871-1531 4260 Westroads DTIVe 2 '9�,e'• '�COR10 `�"'°a�87eCOO19°�O" West Palm Beach, FL 33407 3 DRAWING No lCs•••.....113 ''Gi W71TF72 A mlrr J,.P.E , 20-164 '''•,,,S� SHEETONA mm�A u`/a167 s ¢�` IGNATURE/DATE 2 OF 20 UCAS 1�•m wM PA" ^ ai � n . � � _tcRLss TURN'" n � e?. i 082'.�..._^! '.• rT 1......_III •, ..i o7 w .-S :T.- �T 1. KNoe. ..R_. O q♦ I- L 1'�• .316• - .MASS CIamm _EMR Cti1mm �QaA r` &KOM(pr4we (OGIWE Pt=) 21 HV CENTERMATE -- ''tea. I— — t.3as 8 `l i` 11A7ED) QUALIFIED FOR USE W/ HV BLADEQ& ONLY ��J ,A � .�_+ ®�� ®HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER Q ED FOR USE W/HV BLADE(1)& ONLY ,8�75_ QUALIFIED OR W/ QUQUALIFIEDQUALIFIEDOR USE W/ HV 6063-TG ALLOY AND TEMPER BLADEt�1 & SE NV ONLY. BLADE 1B&®ONLY. DMILIFIED FOR USE W/HV BLADE 1 ONLY 25D-O.D. 2874• 6083-T6 ALLOY AND TEMPER r' si8' RUSTIC W" -o 18• r �L7 -i ___ 4,P �..._._-.- 21.azr NOU) TO-SCREW . o m ?D4.Q: �oM1 7l I.ers•:+�-T. I-'SW'AFTER RNMG 1/4"0--20 x 3/4" BEFORE RNETWc S.S. THUMBSCREW I Z470-20 RIVNUTx �'-� .T • '$ � � � ! � SEId6 9H4 NlAE71W(KQ4-T3 A1101)LAME nAIKE TfON -2, ...... _- Ly.___ -�1 1 SHEET MUISW.PART/OBN.AS NAh7AAL,URm Be AWO. Puw FRONT aLVA7Kw ® HV MALE r " a¢se' _ _- 6a2� CHUMiFJ00M/.vAlSPPEAY,NEW a7t5EY o7osF OR Eauu - © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1)ONLY ® HV FEMALE "T" LOCK CENTERMATE ® HY "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BULDEOt ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ W BLADE(1�QNLY QUALIFIED FOR USE QUALIFIED F USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERA'' W/W BLADEOT ONLY. BLADE( ONLY. 1.91 7-�_ 6� T _OW 0 - m THUYBNRN .214• .OW CYLINDER OR KEY LttWDER ^I gI I b 0.875'Min. .4 n r$ O 1.125 M- EO ® HD CENTERMATE W/J.00 ►�G ROD e a Q a a o QUALIFIED FOR USE W/ HV 13U�DE 1)& A QUALIFIED FOR USE W/ FiV BLADE 1 &�lA� 6063-TG ALLOY AND TEMPER •® HD CENURMATE'S --1 YII�_127 MIN. 6063-1e ALLOY AND TEMPER QUALIFIED FOR USE HV W/ BLADE 1 &0 1/4'a-20 Ss.OR 3AY.-le1/30' 6063-T6 ALLOY aND TEMPER ALEGL THMOSCREWS.ism M-) tt/Y - NL1tR ..�,315 Tv $ 1-^__ {,_ aO - 4 OR KEY .1 .' 1.- I $ ).__. 1.78'Ma.. C4LMOFA ® LOCKING ROD ,_T_. QUALIFIED FOR USE W/ HV BLAOEO f .-373*0 6063-T6 ALLOY AND TEMPER © W 3/8"$-16 AICETAL (n 1•tV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK 13OLT LOCK. �5}INSTALLAW WILL REQUIRE A 7/16" HOLE THUMBSCREWS __FRIES S.S. THUMBSCREWS . QUALIFIED FOR USE W/ HV BLADED& D IILLED AT 1RACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W HV BLADE.1 � QUALIFIED FOR USE Wf F)V BLADE 10 FLORN BWMMWM =(Non High Velocity Hurricone Zone 02020 TIUECO.INC. 02020 EASTERN METAL SUPPLY.INC. 0 BERTHA HVT, ta No.'44 67 = iL E C O tH�. As��,�,'��, Accordion Shutter System ' Kv 11"$1 W/CR W/0 Kv WNDW Babe American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY rv. OESCgf110N OAT[ OuwtT By; MP STATE 1 IF y�/ZO?a &M K,xN.St.s1.3M VJWM s,,,oBM:,new 371 Association, Inc. 7 OLD 17-107 /2/202 W.- 7/2 2020 Ph..:(3m)871-IS30.F-:(-M5)e7I-IS31 4268 Westroads Drive : `ZORI P rR0{l:utaooaaoLeou, DRAWING No �e3;• Ch0006719 West Palm Beach, FL 33407 3 '''�iryS10fHAi Ip�EAL/SIGNATURE/DATE Stu LI i TRW k116 s SHEET OF s 0 a « NOTES ON HY LOCKS AND CENTERMATES: A 6h, C O �•� Y K S T U p-&-o-0 35•� I. MAd &mint Comm He ONE NN LOCK®ar�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR Bf�OW 2 OF SINTER SPA!FOR SPANS UP TO 105'.AND FOR MIALL,ATIONS AT ANY ELEVATION. HV to IZ�or WOY BE USED AS AL INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR Qp Gl7RiETiMATES W/(2) 1/4'0-0 x 1/2'LONG FLAT HEAD S.S. U.S. LOCATION OF LOCK SNNl_BE AS INDICATED ON (-'---�. - IYPIiLL STRUTTER ELEVATION. IF DESIRED, FOR BERELT PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV 16,x2O LACf6 II^AY BE USED AS AT NSIDE OR OUTSIDE LOCK.CONNEO710N OF LOCKS TO CENTERMATES • I •?S�o-IM OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE. Hya - v LOCAlI0t7 OF LOCKS SHALL BE AS INDICATED R TYPICAL SHUTTER ELEVATION. 3. n ' LOCKING RODS ARE NOT REQUIRED AT RRIdNE POSITION, BUT MAY ° 24'or 5�oa�6 oa 0 oa®4 .-�4'® E USED IF DESIRED TO ENt{IWCE.SHUT l PERF _ LOCKING RODS�R A4 ALTERNATIVE DEVICE v MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). - _1 M14ATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. LOCK f_S®W. I.BE USED AS AN OUTUSED AT CORNER TSSKE R INSIDE LOCK, ATTACHED TO®CORNER CENIERIMTE W(2)) %/40-20 x 1/2'LONG FLAT HEAD S.S.US TWo LOCKING RODS AT TOP&BOTTOM SHALL BE USED. T10H lSF LOCK SHALL BE AS INDICATED ON TYPKAL SHUTTER ELEVATION. -RHc MAXIUUN SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ® � . - o IV, .-,1.... - -- � 5. $* B • ONE ALTEMTE HV LOCK 2 MAY BE USED IN LIEU OF BY LOCK'OCK or FOR ANY TWERICSPAN AND I I INSf TTONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN IDE OR OUTSIDE LOCK.ATFACHMENT OF 1/4'0-20x3/4-S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-2Ox3/4'ALUM. - 1 RAW AS SHOWN ON SECTION HVE. SHEET B.ONE LOCK SF4LLL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 A Ci�2yb C LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANDATORf CONDITION JFOR KEYSMNE MOUNTING RRST I• ONE HV LOCK®or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPINS UP I IT 1 TO BB',AND FOR INSTALLATIONS AT ANY ELEVATION. WLOCK®or or®MAY BE USED AS AN INSIDE OR e-"-- '" OUTSIDE LOCK.ATTACHED To®or®SYMMETRIC&CFNEERMATES W/ (2) 1/4'-20 x 1/Y LONG FLAT HEAD S.S. SEE END--- -- M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS.®W/ CONNECTION 3S' OR®TOP AND LKTTTOM IS COMPLETELY MANDATORY. DETAILS ON O SHEETS 10& H��- FULL II _•35• *NOTES ON HY 'T" LOCKS AND CENTERMATES: OF CORNER I. ------.__..-..-- -_--_...._..___..:Myxlm.om----_ -•-'- ---------'-----._.-...__..:-----_ CENTERMATE •ONE ALTERNATE HV'I'LOCK MAY B INSN IN LIEU OF W LOCKS OR fOR ANY SPAR AND E ©°A®°A©`�°q®°%10•®�^ ALLA AT ANY ELEVATION.AL MATE LOCK Y BE USED AS AN INSIDER LOCK ATTACHMENT OF IOCK�WCLLTDES USING REONFORgNG d,AS SHOWN ON SECTION 11VG,SHEET e,WHICH MUST R • T O•�°'©• LJ-©•®;+ - - CONNECTED TO CENTE'RMATES @ AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32' O O`O•® WWGNUr OR W/ 1/4b LED-20x1'S.S.M.S•INTO A 1/4'0.5/8'mmo-r. LOCK MAY BE.NISTA AT NRDSPAN OR 12' O 6 • • as 8 a MAXIMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LACKING RODS @ TOP AND BOTOM IS MANDATORY. ®.®��•�bx t®•�«N©•® *NOTES ON HD LOCKS AL CENJERMATES: 1.HO (HD CENTEIif1A773.3N OR'32 W/�33 ; ONE ALTERNATE HD LOCK®MAYBE USED IN UEU OF TYP ICAL 1 HV BLADE SHUTTER ELEVATION HV Logcs gS OR z3 FOR MY SPAR AND INSTALLATIONS AT MY ELEVVATION.ALTOMTF RD Ina a MAY BE LLSED N.T.S. µO COME T AS ,k INSIDE OR LiASS SHOWN ON SECTIONS TDB-HVB AND HDC-NMC,OCK.ATrACHMENr OF HD LOCK 0 TO(9 IS W1 3SHEET TO.LOCK WY BE INSTALLED AT REWF N MIDSPAN OR 12'LMQWM BELOW OR ABODE YDSPAN.USE OF LOCKING RODS 0 6 COMPLETELY OPTIONAL_ FLOM 81}M CM Non High -Velocity Hurricane Zone, 11�1ii 020201CTECa.*r- 02020 EAsm METAL SUPPLY,INC. BE TW A H TM \CET[;7:;. '��� _ A S A Accordion Shutter System i c ■ ■ ■ Kv.BLAM 81 W/CR W/O KV.WNWN BLADE No.44f =�' American Shutter Systems •R ATM DATE ORAWN gh UPTILLJT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 17-107 /7/2 w1e 7/2/2ozoSASS KW.36AA.SL,SW.30.%WM M GMWM IwenA 3316STATE 0 P^°"'`E30S)871-1530'rax 1(3es)s71-1531 4268 Westroada Drive x DRAWING No e,nua:OlecoOod.wm West Polm Beach, FL 33407 3 'It0R10 wAL1EnA 000719TILUT PE4 20-164 FLDARVALIc_1 14167 a SHEET 0 0 /SIGNATURE/DATE --CONCRETE ANCHORS POURED CONCRETE POUREDOR ._. / POURED- CONCRETE- SHEEP 13EDUlE O ._.N REQUIRED -0-2 CONCRETE ANCHORS -MAG SC/ S.S. REINS CONCRETE REQUIRED ___ REWRUED (SEE SCHEDULE ON W/ 1/4--20 CONCRETE ANCHORS 1 18 E(SEE UMNRIIC®ON SWEET 7) , SHEET 13) NUTS 0 12'O.C. )(SEE..,Sr,HED.ULr ON SHEEP 13) 1• 12 4 1. ;LED.- I/4'0-20f3 4'ss. u n. a@ t `.--. -ED ; MACHINE SC�ENS _,� --ED i.-ED USING 1/4'-20 NUTS 1 --'- 19 i 1/2. .__. y 0.12'O.C. i 1 2 _ r':- R/2.- 1 T 13 OR 5 --- IT 3 OR 5 256'LIU. .._.-- E' O •-.250'MOP. MOL I;l E.D.• �= ;; 1 ( e.D.• ; , i I -' -i , oPnawu. a= •1 OR ®0 ' __ (MINE sFPARATioNro )---To QIZS(ME 1IX1r G - SEE SCHEDULE ON SHEET 11 CR/Ss--i ; NW.SEPARATION TO CLASS_ .'_ __. I r(SEE SCHEDULE ON SKEET 11)___..__ ._ COSTING GLAss---i — I _ __ ©HV WALL HEADER INSTALLATION (A) HV WALL HEADER INSTALLATION -- —' BQ HV WALL HEADER INSTALLATION + KEYSTONE EXISTING -_-..__ __- YIN SEE TO GLASS __.. � CL/55-ti ; _- J (SEE SCHEDULE ON SHEET 11) - -L1„' I - .I - �. OR 00 I YIN.SEPARATION TO GLASS 1 ---Cr I70CLASSS 1 . samlE a sm 1 ;-(SEE SCHEDULE ON SKEET I I)- MIN a/mma® COSTING 1' 1 i i-�i4•, E. • NaL • ;; ;; __._ R f OPnaNAI ;I: ;. 1/4•M... _.00R O$ - 1 ELT.• ; }, 1�....._ E. D.•' 1 t I t , it i i L 1/Y - -- ' . --"E �• t_r-___ � {' ____ 19 CEO+=EQ-XI OR -1 -----� - --=-- •.�._` -•12 14 L..A...-...�--`-- .._1/4"0-20+3//4 SS. -Yin. ., PKIWPS.USA HEAD , 11//4U I-2IHOF+�3/4'S.S.PHI.LRWSS -EQ-1--EO /ONE USING -'� CONCRETE ANCHORS -_-___ SS WICWNE SC - 17 18 _..__ ._ (SEE -----:: CONCRETE ANCHORS .' - •_1'- 1/4'-20 NUTS O 12"O.C. -(SEE SCHEDULE ON w/ i/a'-zO xuTs o 12'D.C. (SEE SCIAEOULE ON SHEET 13) LA uM. OR CONCRETE BLOCK POURED CONCRETE SHEET 13) POURED CONCRETE__ OR CONCRETE BLOCK ___�__.�-�-_ •CONCRETE ANCHORS REWIRED W011 REQUIRED QD HV WALL SILL INSTALLATION (SEE S'`ED1LE ON OF HV WALL SILL INSTALLATION POURED CONCRETE_ SHEET i4) OR CONCRETE BLOCK WALL REWIRED O HV WALL SILL INSTALLATION NOTE FOR COMBI M Of SELTHONS: I N STA LL_AT I O N DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL.SH1:F 4 E.D.-EDGE DISTANCE ♦ SEE U ATgNs OF USE FOR •� t�`' 2ASSENNOIUNONC SECTIONS CAN BE COYst ED (SEE SPECIRCAnONS ON SHEET 13) BLADE�l ON SHEEP 19 I F7 Y BLADE IN ANY WAY 70 SUIT ANY INSTALLATION. FLORA BUING M(Ron High Velocity Hurricane Zone 020TD TR7EC0.INC. 02020 EASLERN METAL SUPPLY,INC. BEi3 HA HVTN r A Accordion Shutter System ? i L G C® i N C. ■ ■ ■ ■ FW. MADE J11 W/OR W/0 KV.WINDOW RARE 3 No.441 i7 � AnIencaln Shutter Systems EV•N. ouaelm0x wrt plurm er: UP _�•; * TILLIT TESTING do ENGINEERING COMPANY Assec10tion, Inc. I OLD 17-107 /2/20 1WF 7/2/2020 4557 N.M.3ftt,St.St..305.VRC1M f DEM,n0R[1t 331 STATE 0 P mro:(303)A71-1530.faf:(30S)s71-1531 4268 Westroads Drive x DRAWING No %�D'•, F t . _V:trTl_g.d. West Palm Beach, FL 33407 3 .� •. �ORIO .•' CA-0006719 4 20-1 64 WN.1TR A TLIUT Jr.P.E. FLORIDA U../44167 5 SHEET rAhq t . SEAL/SIGNATURE/DATE 6 OF 20 POURED _CONCRETE ANCHORS � t0a ♦ ... _--.. CONCRETE .. (SEE SCHEDULE ON SHEET IJ) 1 OR ® -C' r -Ql' ro Rr aAa(s¢ _... � INa souwlav ExIsnNG REQUIRED —I som�LE �T 'S G!LASS---I at i(�s= EDGE OF I tl iVl fi/(E 3 S I SH¢T 11) . _ a sm to wR a • ' SLAB IF , ro IAAss _ • ��.- •-•E.D.•___-'^ APPLICABLE EXISTING nit[sme® \ a s tl) ' O EO!l: O-• ' ALTERNATE EXISTING 'I✓. ' LOCATION i !.. I -/10.3/4-HEX WASHER HEAD ' -1) OR 1 OR 15 ; J/E'SYN. TEK SCREWS 0 12'O.C: EDGE OF '�q!} 3/e�ilta. -CONCRETE ANCIIORS -SLAB IF (SEE SCHEDULE ON SHEET 13) I' �(..,'-`f'+Ea •_ .APPLICABLE EDGE OF 1 ylc. EXISTING STAB IF GLASS i i _ EDGE OF SLAB IFIAPPLICABLE • / iIL ,i2'.r�l ,•_- _._EDGE Of 8 APPLICABLE lec SIMARLipI -E.O.- 0'._ r - -i•- :, - ro4A5SLYI APPLICABLE POUR - E_D� POUEO-! •FLAT READ CONCRETE MICHORS -( N 1LYtEal ELAXmA`O _ _ -_ - - '--•- --'------ coNCRETE (SEE SCHEDULE ON SHE 14) snmuE m sffzT CONCRETE._. ' ON aw ID LTA 1 OR ®♦CONCCRETE __..._._--. _�___ �� i EQUIRED FLAT HEAD CONCRETE ANCHORS REQLAED 9AD6 mk® - REWIRED �-- -E. D.•-- = ---•—E.D.• -(SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION AUD ONLY FOR UP TO +70, -75 PSF A.S.D. Q HV FLOOR INSTALLATION t (I HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER ©HV CEILING INSTALLATION SCHEDULE A3, SHEET 11 DDSIING -- J1j(SIQM SVN4IK 11 SHEEP Ts) EXISTING EnsnNc GLAS � 1 j' tL CW40L 0 O ./ -4'0 P.- -R—w/S 1/_ 4 CLASS FAs UYPrn CONCRETE ANCHORS (SEE SCHEDULE OMI H N_ CLASS fRN M TO 6 ) QC.1 3/4-RWN.616mW D 6- 'FOR L TO V-$SPN NO 4.OL.(OR SPNIS LIMER TIM 1. �-t I i I 1 ,/4• 0 6•-0-LV TO 8'-0'Y A-My Ul i I• I 1 UAX. �.I SUINW N=FAORM/6/D 7 (OP.)(S2 NOtE tt ON SIFT 11/ _1/2- YYY 1,-: ' - 7A• E 0.• J10.3/4'HIX E.0.4 FOR 116p7gf4 ls� 3 8 _ MAX. WAS HEAD _ tart.STILAN7 I I. 1. ._ TEK SCREWS _ 114.3/4' HEX HEAD 1-3/8- ' �• ^ 0 12.O.C. t 1 3/B' ® i i i i _. .J •1:�,' K, TEK SCREWS O 9•O.C. I 1-' 1/C,-20.3/P 55 MS OR 1/4'C-20 S.S. M.S, I - ---_ .OsO I 1 03/4'S.O.S. _ �� CONCRETE ANCHORS -i=... 6 7 J/ !I I I 1/4• ''Ir 1/3iNC 1/+-,-20 HLIIS W/NUT L9 B'O.C. (SEE SCHEDULE ON 1/21.. 1 O 9'O.C. 'r No.. t'�: `,i 0 12'OC. SHEET 14) ry O „ Do J (J 7UCTURAL --- 17 oR 18 1/2.._ {.1•._ 17 18 .'r� 2.oD'•i.NN:fF WALL TR1 lu oEscaullvE EDGE OF -z- 1; E.O. N SLL) ---SLAB IF _�14v]/4'F.H.S.D.S. •MIN. PpJFFD CONtRaE 69'O.C. 1 7/8'____.1 7/8 - APPLICABLE _......_.__ __. . --CONCRETE ANCHORS -SEE NOTE 13(b) _ �aiARm •------E.D:- - •- POURED CONCRETE-- (SEE-SCHEDULE ON ON SHEET 1 -SEE NOTE IJ(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE— ON SHEEP REQUIRED REQUIRED CONCRETE BLOCK 1 OPTIONAL 'POURED REQUIREDQM KEYSTONE A(OUNTING INSTALLATION CONCRETE- O HV WALL FLOOR INSTALLATION © HV WAIL_ WALK—OVER INSTALLATION wxwuu A.S.O.MICR PRISSVRE.-404.-72 P.L REQUIRED MU "91UTTLR SPAN 6'-O' QJ HV RAINGUARD INSTALLATION t ram: IS INSTALLATION SPAL BE EH1TF FOR COMBINATION OF SECTIONS: EDGE DISTANCE t REMOVABLE WHEN PERFORMED OF USE 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIF1CAMNS ON SHEET 13) ADJACOR ENTRANCE TO AN OPERABLE EXITF:ELW.E ,G,ONNSHEE7 19 FOR ASSEMBLY" _INSTALLATION DETAILS W/ Q HV BLADE 2-MOINTDNG SECTIONS CAN BE COMBINED �1/�1'�L BUILDING ryL�/� /{TEE IN ANY WAY TO SUIT ANY INSTALLATION. rL.L RDA BUILDING COME Hon High Velocity Hurricane Zone ,,M11LI11�111 '1 ''' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HV \GEN !Tv' & rM \ F '�''--. � Accordion Shutter System _ L E C O a . KV. R-CE#1 W/OR W/0 RV.Wtd)OIN BADE ' ND.44 67 American Shutter Systems IEY.N OESCRvn" DATE DRAWII BY: MP •,1AX��Z02p TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 z DAM- 7/2 2020 QQQQQQ```"` wz N.W.361A SL.SU.303.YPi6NA GRDENS,n02M 331 // STATE F Phone;(305)a7I-I530.Fe.;(305)e71-1531 4268 Weslroads Drive 2 DRAWING�1No O •. R �� a-melt:DReeooee1— Wes( Palm Beach, FL 33407 3 20—f 64 �''�s`S/ANAL ��s``�j` WLlOR0AALTER Al7 /44187 5 SHEET /Finn ,i: SEAL/SIGNATURE/DATE 6 7 OF 20 SEE END WALL AILS ON SHEETS 10 & IS 5£E NOTES ON LOCKING RODS®.W LOCKS p a p f INSTALLATIONS W/ 1 HV **B""� �® Ord O U•r I �. }N EXISTING GIll55 IS V" BLADE WZ HV CENTERMATES — "wTM BLAve© ©°1®"I 6�• 7OaOa10.0a 00 OR xFF FND WALi CONNECTION 10•®�®'�'©•©°' ERISTM GLASS nFT�lt S ON SHEETS 10 A IS I' r------__ .. ; (wo-T61 ALLOY)� 1/2• a®�® OPPOSING SYMMETRYCAL ANGLE ,0 , CENTERMATES CENTER TES "IN.SEPARATION poP/eGT,a6: I f,o a 4•S.us.0 12' J HV LOCK or W/ HV LOCK r// (SEE SC WA.E (s)f,ml/2•sus.ro T,». b.c.FULL 1E7+cHr. � . AT EACH M7(NE.(IYP) ; C �r N 3 ) 5 _ ® " �* 35* IN �, lJ; I ON sNEET „ ® ©©©,o q•.'o®®®�w.'O©�©.•�'O®© a°."®®o®'•.©©t0 a•a®�I a- _� 1 -` -__ O .._ z - _�=a ®----*----I N---��,D-•'a®a®-.O®UTw .-®-a--,- * HV C: z 5 HVB OUR ORHVA ETmHGGIASS CONCRETE BLOCK RERED - -SY -E-R-CALExlmnc GLASS g�.®a®•©a�. mN CENTERMATES �6 ®.®a t©•049) ®a To C ass _ GLASS :G * (SEE scHEouE r- H� (�) o•®ao•®��'oMIN ON SHEET ,,, TO CUSS(SE IILEDVULE • IN (9f,ERKNt) J/t `WNCNEFE' I OUT _ ANCHORS o _ C. O . 3 TIE, ..sa.-03 g0' ;.._* a ® ._i•�'p w® OUT 6 1/2•MA%.SLACK HVE HVF** HVD OUT FLOMM BUM CODE Hon High Velocity Hurricane Zone 02020 M7EW,INC. 02020 EASTERN METAL SUPPLY;INC. IItIII W ,, ..:. ��fT•,,,, BERTHA H'VTI.I 77�iA S S Accordion Shutter System LE_Os N c. ■ a ■ ■ KV. ■FOE f1 W/cR W/0 RV.W MW BlADE No.44 67<Q>:1 American Shutter Systems 4EV.N DEscnYllaK DATE DRAgN ar u➢ 1(r * i.- F-Ar TILUT TESTING & E14GIHEERIHO COMPANY Assoclation, Inc. I OLD 17-107 2/202 ATE: 7 2 2020STATE F 0eLo e=H.M.3W SL.St,.305.VHUA1 C/AD01S.11DRaM1 3316 4268 Westroads Drive 2 Ph—(W5)I71-1670.F: (3os)871-1,13, DRAWING No FCORI t.•'� 'ffmu�7obf— West Palm BeOch, FL 33407 3 2�-164 �i F'••..... WILIER A TILLR 3r,PE NA �� ����� naaw U,- 0 u167 s SHEET IIInp1111111 tow:SEAL/SIGNATURE/DATE 6 8 OF 20 ..... ......_ ....—_____.__ ..-POURED CONCRETE _ POURED CONCRETE ._-POURED CONCRETE —POURED CONCRETE OR R CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE .. _._... .. _. BLOCK WALL REQUIRED _._ .._ . BLOCK WALL REQUIRED .___.__..__ ...._..__...._.. RECURRED / BLOCK WALL REOUREO / EXISTING GLASS EXISTING CLASS . CONCRETE ANCHOR-' /—EXISTING CLASS WC1 � •--2'MIN.- EXISTING CLASS O to,O.C. _ . 1 Irrr —1'-_ 1 1'"-'2•MIN.% TO QASS(SEE UK ST:PAAAJION jT�' .I ,• MN.SFPA Z fl UK tAss(IIONSZE 11 BLADE ID� HE SCHEDULE O(SEE 10 G ASS(SEE EO '-EQ E AE O(SEE ON SHEET DAH 11 FOR ON HET . i enmMe ON SHEET 1/16'x3'MAX. _._, ON SHEET 19 FOR a 5(}EDUE W SHEET 11 FOR BLADEMANO (6063-T6)CONr. BLADES®& 11 FOR TTLAETEmAro FOR (LOCATE AT B DES &FOR ALUM.CLOSER EXADES Q&Ql�ON SHEET 19 FOR 1/T2 ON SHEET RACES OT 0 9AIFSm&® PLATE(LOCATE 1MIN / EITHER SIDE® AT EITHER SSE MIN \ �(D) 1/2•MIN OF 4) I I ( 4 USE I'OR 2'MAX. I J '— /10s1/2•S.U.S. .. I _ _t ' -----_ AS APPl1G18IE):Qk1/6'xo•-2' ' ----- . #lest/2•S.M.S__ O 18'O.C. _—_—_ `. ALUMINUM CUP ANGLE r, O 16'O.C. I' (6063-T6 ALLOY)AT MIDHEIGHf. (1)ftOx1/2'S.M.S.TOQ& �� , (2)1//•0 TAPcoNS ANCHORS TO. I O WALL AT 1'O.C.(LOCATE AT SEE DETAIL X F ©OR ,f1T� i EITHER SIDE OFQ) ©OR (p i SIDE CONNECTION 1!h' O OR SEE DETAL X FOR O `�OR -70 TRACKS SIDE CONNECTION °'�w©•0 8 1 .®• SET:DETAIL X FOR. 4 7^B •0- TO TRACKS .fi 7^8 1 .®• �•®a®'�.©•®w SIDE CONNECTION O w� O Qj w0.�•®:. 1 '® O TRACKS 0-3-016.5-8- w®•G-©•®^ 1 u®w®•�©•®^ ©•07 •©w©•()•®w __©,07,©w©•0•�w - ®'®w®'®wO•©w ®'®w®'®�LJ•©w �•®w®•�®•®w'L7'C7 ®�®"®•®w0 ©w - END CONNECTION DETAIL END CONNECTION DETAIL 2Q END CONNECTION DETAIL END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER TWIN 12-W POURED CONCRETE OR CONCRETE BLOCK WALL " TxlrnNc cussFII.., REWHTED �� � '� 4 � TIN.SEPARATION ----TO CLASS(SEE uK SEPPNNRON TO CLASS(SEE •'-----_1 OR p��DR 11I FUR BLACE Alb1/2'MIN. SOEDIAE ON SIEk7 ' © \�^J!•�"•®OR� ON.19wSCHEDULE ON, 11 FOR BLADEO)AND _ .____-_ ____ -0-)CONCRETE= InAOEs®& N SHEETXS 9 FO ------ OR@ ANCHOR ( •. 2'PIN. 2•MIN' SEE- •RIME LeATIONS OF USE ON SHEET 19 FOR ©-@-0-0-0 A _ OR PLAN DETAIL X ' -... POURED CONCRETE OR JQR • ® O 0 �'®w CONCRETE BLOCK WALL ® ® O'O OwCC<A'®w ��®w®•�©®. END INSTALLATION REQUIRED '°•®'© ®'g®" e• 6•S: 0 HV BLADE OR HV WINDOW BLADE INTO O O ©w0 ®w ©•O•©w© 7 ®w ®•®w®•� ®w CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION.DETAIL 5Q Qe•®w®•®w®•®w�.®END CONNECTION DETAIL RM BUM pppL(Non High Velocity Hurricane Zone Il I11 (02020 EA5TERH METAL SUPPLY,INC. � •,..... ./(� BERT A NVTM Accordion Shutter System No.44 67�c_ �� 0�• E q 6 t N e. ■ ■ ■ ■ RV. aa)E#t w/at w/o ltv vxlnow aAOE *; * TIWT TESTING & ENGINEERING COMPANY American Shutter Systems Tv. DESCRPTKMI RATE DRAM Bi: YP _� w-zt- � 2/ Aeeoclatlon, Ino. 1 OLD 17-107 /2 WM- 2020 z STATE o : � am R.W.M6 5L,St..3M tROM Cwtooa.nAim 331 4266 Weslroads Drive : 9•• Phone:(305)871—ISM.Fax:(3DS)671-1631 DRAWING NO FCORI p :��``� a--2:tteco701oOLcam West Palm Beach, FL 33407 3 � Q 20-164 //�S'•••••• WALTER A TIU T Jr.P.E /AnpSEiOhI,A f ���SEAL/SIGNATURE/DATE FLORIDAIf�+1e7 6 SHE OF 20 SCHEDULE N1 SCHEDULE H2 SCHEDULE /3 MAXIMUM SHUTTER SPAN •L+' OR 'L-' MAXIMUM SHUTTER SPAN' "L+" VAXMUM SHunER SPAN*"L+" INSTALLATION F. (ft.). FOR INSTALLATIONS W/ (�L OR 'I--' (ft.) FOR R 'L-' (ft.) INSTALLATIONS END DIES•0 &®Or(}9 or r INSTALLATIONS W/ ID CONCRETE & WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or (� or or CrNrErtueTr W/ ONE HV LOCKS WWSORF POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or 0 L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV 'f" W/ NO LOCKI RODS OR W/ NO LOCKING WALL A. B, C, D, E, M, N, O, P, 0, A.S.D. DESIGN PRESSURE RATING. ® ® ® S MOUNTING F. K& L R. S, &V. LOCK® W/1W0 LOCKING RODS ® TOP & (SEE NOTES t.tt) (VALID FOR MOUN LNG Q1 BOTTOM SEE NOTES silm 7 FLOOR CEILING (2)PROCEDURE T DETERINE MAXIMUM SPAN FOR CONCRETE&WOW ) MOUNTING G, H, (. If. J T. U. W &X WALL MOUNTINGS ((TOP/BOTTOM)OR FLOOR/CEILING: MAX*" CONCRETE A Yl000 tNSTPLIATIOHS MAX" I T 1LOo m CONCRETE ION & M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING• A3A DESCH Aao.DODOWNA3a Dish+ INSTALLATIONS H4 SSUSE WALL MOUNTING FLOOR C0.RIG �� W L MOUNTING FFMS W DETERMINE MAXIMUM SPAN'L+'FROM SCHEDULE ROM LIM No MIND & FA3N0 �/Ca°.0 MOUNTING � GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. (RAJ ') iL00R/CE11N0 MOUNTING (wl DETERMINE MAXIMUM SPAN'L-'FROM SCHEDULE. (+CR_) ESL-10 (� MAMMUM SHURER SPAN'L+'OR 1-'FOR if (N L-- LV( -l-{Aj__. 16-0._ WIG,- L6 (0 L" - INSTALLATIONS INTO WOOD SIWl BE WAITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES LEY-0' 16'-0'_ 16'-0• i6'-O' _ 3p 1_6'-0'_ 18'-0' 30 18'-0' 16'_0'_ 105 ps{,AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND"L-'. _- 35 14'-10' 14'-10' 15'-2- i6'-0' 35 14'-10'.—_-._ _14'-10'_ 35 15'-2• -._ _, ._— _. 13'-10'. 13'-10' _14'-- 15'-2' - 40' 13'-70' 1J'-10' 40 14'-2' 15'-2' - - (3)PROCEDURE TO BETWEEN DETERMINE MAXIMUM SPAN FOR _ 45 _ 13'-1' _13'-1' IN-4- 14'-3' 45___. ..._IJ'-1•-_--13:-1.''- --45 _13'-4'.__._._.14'-3�. 'I'JIV CORNER CFNTFRMATE 13 MAY BE USED AT ALL COMBINATIONS IN F3EIWEEN WALL MOUNTINGS _-50 12'-5' - 12'-S'- 50 12'-3- 13'-1" MOUNTING INSTALLATIONS.LOCKING SPECIRCA71ONS W/FLOOR/CENJNC MOUNTINGS: --55_--- __11'-10" 55 - 11'--1'- 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION 02 FOR A GIVEN POSITIVE A.S.D. DESIG(1 PRESSURE -%' 12'-4' 60 - _11'-4' 11'-4' __ 60 __10'-2' -1(1•_lt• NOTE/S,SHEET 5. RATING: 65 10'-10' to'-fo' 11'-1' 11'-11' - 65 -- 10'-Icr TV-10" '-'_65 _9'_-5�__. .._.'0_I�. DETERMINE: - _---...--_ --- --- _-i_---__ ...---- __--_- _ . . _ ...'_—___ . -----.-- Lt+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. -10'-9--j-11-5.. 70. ._�� 8_._..���-8' �o ._.8'-9. .9_4'. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 7s io'-i= i0.-1. _10•-4• 1t'-i• 7s io'-1' 10'-1' 75 - B'-9' JtEXCEPT THAT AUXWUN WATER SPAN.Z+'OR INSTALLATIONS. 80 __10' 9'-f0' 10'-O' 10-9'_ --80-- _-9'-10' -9'-10� 'L-'AND MAXIMUM A.S.D.DFSWG PRESSURE RATING FOR FOR A GIVEN NEGATIVE, DESIGN PRESSURE __--_ - -____. . . ......- _.--_ -. 85 9'-6' 85 9'-6 INSTALLATIONS RLIO CONCRETE OR CONCRETE BLACK RATING: 90 9'-S- 10'-1' -_90 B'-3' 9'-3' SHALL E LIMITED AS DETERMINE: _. 1- CONNECTIONS TO KEYSTONE MOUNTING __..95... ..9=9'.. _ . 9�-__.._9'-10' 95 __ 9'-0' -8'-9' .LIMITED TO +64.-72 Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' __B'-_4' 9'-0' 9'-7' 100 8'-9" - - - p.D.f.AND 8'-0' SPAN. SEE Lt-- MAX. SPAN FOR FLOOR/CE6JHG MOUNTING __ MOUNTING MOON SHEET 7. INSTALLATIONS. -_.105_ 8'-7' 7'-11' -8'-9'_-9._4._ _--105._._ _ 8,_7 . _ _7'-11'- _..-110 -8—-a'_ T-T- -8'-7:- 9'-2' - --- 110 - B=4- -- T-T- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE - 115—-8•-2' _7_'-r' 6'-4- -I 11155- -B'-2' -7'-J' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 11+'. 'U+•• tI- AND"1:- a•: - 120 _ 8'--0*_. 6'-11' 8'-2' a-9 120 __ e'-0. _.6-=i 1' _- ___ __ -_—... ...-.._.. W TO ANCHOR SCHEDULE WITH FOAL MAXIMUM _ 125 7'-10' 6'-8' B'-0' 8'-5' 125 7'-f 0' 6'-6' ALLOWABLE LOM1YABIE SPAN ANDD NEGATIVE A.S.O.DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR _130 =?'-e` -6.-5' 7'-10• -a._1. - 130 —7'_8. e'=5•- WIND ZONE MINIMUM SPACING. 135 7-7"- e•-2' V-9'--7s-9-- 135 7'-7 6-2' SEPARATION _.140__75;_ 5=„•. ._ -7� "._--7'-8_; -_--_140 ---- -s. SE .._ ..s•=;i�.. ASTM E-1996 TO GLASS 145 77__z 5'-9' 7'-5' 7'-3' 145 - - 7'-3' 5'-9' _ __.--___ .._- 150 T-2' s'-7'T T-4' T-o' 1 SO T-2' s'-T --- _ ---- - -- ----- --..__. -- - -- ---- 155 7'-0- 5'-5'_ 7'-2_' 8'-_9"_ _155 r-o• s•-5• - 1 `fHRU 3 1 _ 160 -_ _W-11' 5'-2' 7'-1' 6'-7" 160--_-6'-11' 5=2'- -_165__- 6'-to•- -'S:-� _...7*-0°- V-4'- - 165 _ 6'-t0' 5--t_ 170_ _6'-9 �4'-I 1' 6'-I1' �6'-2- ---170^ -G'-9' 4'-11' 180 W-7' 4'-9' e'-9' 1-10- ---ISO 6'-7' -4'-9' H BLADE .�� 6�_8-- 4,_6-_.6,-8. S�_10. 18D_ _ 8._6`... _4�_g� 185 6'-5.' "4,=6: 6'-7._.`5._B' 185 6._5. 4:_6. 6'-4' 4'-S' .8Im _. 19D B_4,__ _..4_8' ._ 195 W-3- 4'-3- 6 195 6'-3- 4'-3' 2Do 6'-2' 4'-2' 8 200 ---20_5 6'-1'_ a'-T' - -a 205 6'-1' _ _4-=i' -- fL Bl}�.�ING(,'Q[)E Non High Velocity Hurricane Zone ````�tlyjlll �IU���7NNA' 02020 TILTECV.INC. '02020 EASTERN METAL SUPPLY.INC. BERTHA WVTM �,.�' �`e Ns. S S A Accordion Shutter System ��—s I L E C ® i■c. ■ ■ ■ ■ KV.RAM#1 w/OR W/o RV.WNDUN BLADE. o No. 1 �--__ --- American Shutter Systems 9EY.H. wn Mu OEscron DATE DRAWN aY: w. G. o* 71LUT TESTING & ENGINEERING COMPANY Association, Ina. I OLD 17-107 /2/202 ntiE 7 2/2020 a355 H.W.34A St.St,.3W.VnC4M GWENS,nAUA 331 "O= STAI E OF 1 �� PIwO.:(3os)e71-taw.Fo.:(M)871-1531 4268 Weslrocds Drive 2 DRAWING No rman:6'Mcotlod.cam West Palm Beoch;FI. 33407 a '9�.('•.!rC0 IOA :�`�' EA-000a710 4 20--164 14 WALTER A TILUT V.P.E. SIGNATURE/DATE FLORIDA U.1 44167 a SHEEP OF 20 MAXIMUM ANCHOR* �}��MS (In.) SI ±"n1NF FOR A GIN MAX, S►±�r� SPAN, A SA DESIGN NEG&M PRESSURE Re M AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCREFE ANCHORS _SPACING I FGEND Eli STALLA POURED CONCRETE PC.o My a CONCRETE TAPCON OR A WALL F1FM ll0UN1I1Nf (A)WALL HEAD MOUNTNO ®y�y FiFMER'lf0UH11RG B WALL SILL OUNTING D WALL SILL UNTINO C& WALL HEADER/SILL TAPCON WITH ADVANCED SPIN W/ W/ / W/ M... THREADFORM TECHNOLOGY (n) AS0.DEM WAIM P13551FE R01q ASD.0F537t IEBOA'E P7t3SiRE RtiMO ASD.OCSBe 15IAFE FFEMM RAIM ., _0 OFSHI ICE PI3_cM RA�O, ASD.01901 160AE Et3]A6L RQNC A&&DP9a KWK fii531X R1 w ALL POINTS SOLID-SET 30 40 50 79 90 120 100 203 >0 {O 60 75 gD 120 trio 203 SD 40 60 75 BO 120 160 205 30 40 60 7s 90 120 180 205 30 40 60 75 90 120 18a 203 30 a 60 7s 00 120 160 205 BLUE TAP _ 14 12 10 91!3 6 14 12 a 14 12 I D e 1 17 to D a 8 e - N 10 D e_ 6 _6b e a 6 __._. S-0 /4 12 10' D6" 1' a 11 14 70 D 'fi 6 e E 14 12 f0 Y 8 e e 8 U 12 10_�D a 6" e 6 14 12 f0 9 a B 0 a "a E 6 B- "a A. "e •a TAPPER+ _._ ___ OR LESS14 13 10 D e e a 11 11 70 B a E 6 a 14 12 10 9 e s' e' a 14 /2 10 "fi a 60' 7 14 12 10 9 6 6 6 E 9 0 e D E 0" "e"e3 14 12 10 96 0 6 14 12 10 9 e e 6 6 1{ 12 1D e 8 e e a 14 17 10 9 6 6 6 - /4 12 10 9 5 5 60 B B E a e B a 7 14 12 10 96 e 11 0 9 e a 6 6 1{ 2 10 9 8 e e e 4 12 10 9 14 12 f0 YB 4 4 "14 12 10 9 'E" I 6 fi If 12 10 9 6 a 8 6" 14 12 16 Y_ 6 e Bs = 14 Iz 10 Y 0 'E a a 6 0 0 a '6 0 6 B 4'-0' 14 1i To' 'D -}[,a 13 - 1{ I2 10 0 6 e 0 4 14 i2 10 Y 8 E 0 6 14 12 16 ® E 4-_ - 14 12 10 0 6 e_ a -_6 g e e e e ae S 14 12 '10 .9 (0"0 4 14 12 10 9 E 8 6 6 14 j2 10 B e e 0 e 14 12 10 9' 0 E - 14 f2 1D B 0 e "0 e e e s e e 5 ass 14 17 10 9 643 - 1• l7 70 9 8e 6 Jd 1{ 12 10 9 8 e 6 5 N 11 10 9 7S - - - 1{ 12 1D 9 7d 53 - - e B 6 6 7b sd 1 3 * SEEANCHOR14 12 1090"4d 14 72 10 9" e E 6 3d 14 12 ID 9 B 8 !0 14 12 10 i e T _ - 1{ 12 10 D B 6 a - 6 e a 'e e :e a eSPI 17 10 9 53 - - 14 "12 10 0 A E 4s - 14 12 10 9 E 56 S 14 I2 19 0 8 3 - - 14 12 10 9 E 7 8 e d g e 7 s ECIFICATIONs 14 11 l0e4 - f4 12 10 9 E a 6" JS j4 12 io '9 a -8 e B f{ 12 10 9 e - = 14 12 10 9 B 7d - e 8 6 e e 7.6 63 4 ON SHEET 13 14 12 0 03d 3 - 14 12 10 D aa {.3 - 14 12109e 6 6 01412 93 7d 4 - 1♦ 12 9d 7b 6.3 Jd - 6 8 57d S.5 46'-0- 14 12 106 _e3 - 14 12 10 D a a {b - 14 12 10 B e 6 0 8 14 12 10 9 E _{ - - 14 12_7D 9 B 6 4 - e e E 6 a14 12 10 .aJ _ - 11 t� 10 D 4 6' - 14 12 ID 9 8 8 53 3.3 14 12 10 9 4S _ - 14 12 10 '9 7.5 { 9 8 14 13 10 9 5 - 1{ 12 10 9 E E 1 - 1 12 109 e e e 3.5 la 19 10 li 5 = 14 12 f0 Y E4b - 6 5 E E a 0 �b14 12 f0 9 4 - 14 1 10 9e R5.3 14 /2 10 9 e e 6 - 1♦ 12 6 4b - - - - 14 12 6 67 SS - 8 B e 5b 3 7,_0- 14 ,2 10 74 - 11 12 f0 9 9 bb J 14 12 10 9 8 E E - 14 12 f0 9 6 =_ - 14 _12 10 9 8 7 - a a_E a 6 7d E 14 t] 10 D - 54 12 10 9 g 4 = - 14 t2 lfl 9 8 '7 4 14 12 IO -0 - 4 12 f0 E e:S _ =y= b 8 E _ 3 u14 11 f0 2 73 - - 1{ 12 10 9 3 6 - I4 12 10 9 B 8 6 - 14 11 10 e = /4 ,2 16 B.S 7 6 S D 1f i S 414 12 1Q 9 3 - - 14 t2 10 9 e 4d - - 14 12 10 6 a - 14 1f7 14 T2 12 _ - { 1Y 10.D e 4.5 = - T4 12 10' 6 B E - t- 14 12 10 7 4 - - - 14 12 10 9 a S = - b a 8 e E 7b 7 �.. _ * _ •SEE U ATIONS OF USE FOR 14 11 10 53 - - /4 12 "10 9 E - - f4 12 10 B" 8 _k5 =_ - 14 11 ab 3 - - - - 14 12 6.3 7 4 - - a B 9 7 BD 4 3 - - - ft 17 10 9 0 4 - = 14 12 10 9 6 0 = f4 12 9S- - -- - 14 126:S 73 4a - E a E7d 8 BLADE A ON SHEET 19 14 12 10 6bl ld - - - 14 12 10 9 b - - 14 13 10 9 6 - - - 3 9. 4 - - - - - 13 d 63 5 - - - --0" R.14 11 l0 17 10 9 73 - - 14 13' 10 9 'B = 14 12 10 S - _ _-= 11 12 10 9 D.6 - - 6 8 5 e e 1 J 14 12 Bd -4 _ - - 14 12 10 G 13 _-_ - t{ 12 10 G 7b - _ =t{ 11A 4_5 - _ _ 14 11S 7.5 0 'e 8 7.6 g 3 4' 11 11 10"0 { _ _ 14" 12 10 0 7 - - - 11 12'f0 9 B - - 14 12 3 - - - - 14 12 B a5 = - - - -5 5 8 53 Sd 4 - - 1{ 1�D5 5 ]b - 1{ 13 10 9 53 - - - 11 17 10 9 a _-_ - 1.5 83 - - - __ ,_, 73 a5 S3 - - - - e e ss 4b - - 11 12 9b S J.3 _ - 1� 11 10 9 53 - - 1� 12 10 9 8 - - - 14 12 7 - - - - 14 12 10 73 6 - - - a e e D 8 73 4S - 10'_p-__ _.. __ -. - _ _ __ __ _ __ _ 14 12 33 ] - --�__ _ l4 12 10 _a 3 -_i- - 14 12 10 -9. 0-"- - - 14 1_05 3' - - - - 14 103)3B - - - - B 6_ 7 5.3 4� 3.5 - T4 72 "9 43 3 - 14 17 10 9 6 14 17 10 �9" 8 �-� - 14 11 - - - -= 14 11 7S - - - - if B 73 a 5- -- 11 12 7 - - - - - 11 14 11 P. - 0.6 - __ 11 - 14 12 1U - - - - _ 14 17 10 - I-_ - 11 T2 TJ - - - - - 14 12 10 - - - - - e"e e a 6• 7 33 - _I 71•-0- 14• 12 "1 ___� - 14 12 10 - - 14 /2 10 , -�_ - ?b 9.3 -- 13 93 14 i7 6.5 - - -'- - 11 12 10 - _ - - = I4 12 ,0 - - - - JS lC - - - - 14 10 7' 45 4 17 S3 - - 1{ 12 10 - - - - - 14 12 f0 - _-_ _ - - 93 7 - - - - 98 7 13 - - _ - 6 7 43 J� 3 ._ ._. - } - - 1! 11 S.5 - - - 14 12 10 - - - - 14 12 10 - - 14 T2 { - - - - - 14 13 70 - _ - = B 8 B e 12'-0- I. 12 3 - _ _ _ /1 12 E"_-• _ = 14 17 f0' _ _ _ _ IS e.5 7._ __ _ .1b a5 4 - 1.7__ __ ,a 6 55 4A 'Z - 14 12 S - - - - - 14 12 IO - - - - 11 12 10 - - - - 2.5 0.5' - - - - - - 13b 05 4s ,4 ,1 - - - - - „ ,: - _ ,4 ,2 - _ 9 ,.5.- - -_ - - - 9 6.5 - _- -_ - - - e �3 ,s Js. 3_ - - - HV BLADE OR (1) HV BLADE i4 'i2 = - - = _ = fi 1-1 = I= _ - - Ii ii 11-�_i 1. 72 - - - = li ii,- "' _ = e" a's e 6 14 I2 - -}- - = 14 12 = - _"-'^_ - 0:5 5.5 _ = - - BLADE- 1.5 a5 - - 8 "6 1!d 4.5 - 14 .12. {j_ - .-• - - 14 13 - - -__ - 1{ 13 _ - __ - _ e S - - - - _ 6 6 - - - - _ a 6 1 - - 114 4 '7 1-I - - 14 12 - - - - i4 12 _ _ _ _ _ 1{"� _ _ _ _ _ _ i 4 12 _ _ _ _ _ _ 8 B 0 a 7-5 4 - _ _ WORKING IN UNISON 14'-0'-- - 14 is= - - - _ 14 li= - _ _ _ = In { = - _ _ _ =10 i5 - - _ _ - e" 7.s 3 -4 .?i" Ti-11d - --- = 14 12 - - = 1{ 12 =- _- --� = Ob 4 - Ob 6' �- - 8 0 5 4 14 - _ _ _ _ _ 14 - _ _ _ _ -7. 14 _ _ _ - 73._ _ _ _ _ _ - 7 _ _ _ _ _ 7.3 Sd 33 J - - 15'-0" 1{ _ - - = u - - = - - 14 ---- - - - - - u` Z. 6 8 e i 7 3a 14 - - - - j{ _ _ _ - _ - - f _ _ _ _ _ 3b J /4 - - -_ -- = 14- - _ = 14 - -_ - 70 - - - 10. _ _- 8 7d "3 4 - - 14 _ _ - _ _ _ _ 1 _ _ _ _ _ _ _ ty _ _ _ _ _ _ _ 7 _ _ _ _ _ _ _ 7 _ _ _ _ _ _ _ 7 5d j7d �y _ _ _ = y4 _ _ _ _ _ _ _ li = _ _ _ _ _ _ e e a 61y _ _ - _ _ _ _ Ty - _ _ _ _ _ _ � _ _ _ _ _ _ _ 6 _ _ - _ _ _ _ E A { _114 _ _ - - _ _ 9•�a _ _ _ _ _ _ gd _ _ - _ - - - 8 7 1'3 _ FLM BULL (Non High Velocity Hurricane Zone Id 111 02020 7tLlE0a,WC. ®2020 EAST(7M METAL SUPPLY,INC. BERTHA HVTM P Acc\CEN ordion Shutter System L C® yA S AKv. iaE;t w/oR w/o Kv.wrmow BAnENo.441 American can Shutter Systems T}LLfr TESTING & ENGINEERING COMPANY �''N orstarvnox oA/c Danrm an ur r 6157 KM.>d11L St.A..3os,vreaal fM004,PtORAI J316 Assoelation, Inc. I OLD 17-107 2/ DATE: 7/2/2020 -a STATE Phme (305)871-I530.Fm (303)571-1531 4268 Westroads Drive 2 ' G g - West Palm Beach, FL 33407 s DRAWING No d- 4 20 164 R �j�'2` - NIL7ER A 16N Jr.P.E SHEET ''*,,,S10NAL 1£�`��SEAI/SIGNATURE/DATE noDOA u` 44167 s a 12 of 20 SPEC FICAnONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE YOLRam E.G,a H DH StRETS e a 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS rOLLO1S: POURED OMICIIEIVIDDICRITE BOQL P01ltuUD OOHGE7[ (A) TO EXISTING POURED CONCRETE:(Itn.fc-3 hl) wxLpju QE WALL SILL MOUNTING OQ CEILING MOUNTING QH FLOOR MOUNTING - 1/4"0 TAPCON OR TAPOON WITH AD/McED THRFADFOR41 wowtDCY ANCRIIRS•AS wNUrACIURED BY LT.W.BUIIDDT.(Min.fe 3 kW) SPAN - 1/4'e.3/4'ALL Po1M5 SouD-SET ANclors As DulraBurED BY ALL Pow1s scRLw BOLT s SPECIALTY coYPAHr.W.re-3 b,> (n) k5b.1HSON N EGAINE w. Paw NE114K PADZ RE Ruw - 1/4•0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY fLORmA FASTETmrs DRRECr.NC.(WA fC-2 a) .-_ .-. . ... ._ _.-._. ... _ _ __. .. .. ._ TAPCOH OR 30 40 60 73 90 120 I0 205 30 40 ED 75 90 12D 180 205 JCt 40 eo 76- eo 12o f0.203 - 1/4Y TAPPET+ANCHORS AS MANUFACNRED BY OR RE,INC. WITH HDISTRIBUTED A BY ALL SHUTTER SCREW BOLT&SPECIALTY COMPANY 3 ANY TAPC(N1 WITH ADVANCED aRiFR APPROVED 110ESED OR AUIMIDT✓QED Vk71DOR REGISTERED NTIH THE AYER1aW SIWTTFR SYSFE45 ASSOCIATION.NC.(Lon.f e-3 kal t1 13 10 D e 0 0 3 12 t0 9 e 6 6 4 t3 9 6 e 0. THRFADFDRN TECHNOLOGY 3'-O' 14 14 10 11 B 0 e e 14 12 10 C e B 6 e 14 12 i0 `9 e 'e 0 e ALL POKES SOLID-SET NOTE& OR 14 12 10 0 8 -8 ,.6 5 T4 12 10 0 ,8 a 6 'e 1144 12 10 9 6 e 6 6 BLUE TAP W/CAP A.1)MMUM ELIBEDMF77r 200 POURED CONCRETE OF TAPOON OR TAPOON WITH ADVANCED THREADFOW TECH9NOLM ANCHORS AND TAPPER+ 14 12 100 0 6 FI 1 7 14 12 10 1 E 6 1 E 1�• 12 10 9 E e ! 6 ANCHORS S 1 3/4.AND FOR BLUE TM W/CM ANCHORS IS 1 1/2-. 14 12 10 9 B 14 /2 10 9 e e 6 6 .. 12 10 9 e e 9 6 TAPPER+ W/, CAP 12 10 9 e 8• B 6 14 12 10 9 8 6 6 6 14 12 10 1•,.e. B 6 5.6 4'_p 14 12 �10 0 B e 6 4 14 12 10 9 e e 4 4.3 14 Q .4O 9 E 6 4 33 �)NT SI FLe�I< 1/4'0.31/ ALL 0 SS. MACHINESDUD-Er ANCHORS SMALL BE 7/e'INLO ING POURED CONISHOULD S NO EN OST,AN INTO$311000 SHALL BE WITH N S I/4'0-20 SS.MACHINE SCREAM Iri7D BULL BE 1 1/2•LA4O ND81UY SQUID STUCCO E)aSr.AND 14 /2 10 u e e 6 43 14 12 10 9 E 8 e. A 14 72 10 fl E E ® 4.5 1'IW4MUl FOR WI.IC WITH NO STUCCO 14 72 10 9 73 S3?,0_ 14 /2 10 9 0 A. 6 S N 12 10 9 e 7 Sb 4 •S£ 1ht s>R &lDC ON SHErr 19 14 T1 10 9 B B •e 9 14 12 -l0 0• a e' e'3.5 74 12 f0 9 e -N3 6 43 A3)IN CASE TENT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EOSTILG WALL OR FLOOR. 14 12 10 9 6 7 4 14 12 f0 i 6 M15 3 J3 14 12 10 a 63 S 3.6 S ANCHORS SHALL BE LONG ENOUGH TO REACH THE INN STRLCIURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 /2.10 Y -C 73 15 - 14 12 10 9 B 9 6 4b 14 12 /0 9 E 6 13 .73 NOTES At)&A21 ABOVE FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL SNDS CONSULT THIS ENGEIAML FOR 14 12ff 73 63 13 - - U 12 0 9 e_73 SD 4 11 12 10 B B_ 6 4.5 v IHSTAW RNiO OF5 WITH METAL STUDS SEE SNEEr 20. 14 12 9 6 B E _ 14 12 10 11 -B B0 5 14 12 ie 1i' 'e ss 5 a514 12 9 73.6 3' - 14 1210 83 7 83 4 3 1{ 120 63 6.3 4 7 - (8) TO D=NG CONCRETE BLOCK:(ASTM C-90) 14 12 B 8 0 - - 14 12 10 9 e E.65 73 14 11 10 e.5 ! b 1_ - 1/4'0 TAPOON OR TAPCDN YW111 ADVANCED 1HRFAOFORM TECFINOLOCY ANCHORS,AS MANUFACTURED BY I.T.W.&RDE7f. 14 12 6 JS3 Sb 3 - 14 12 10 9 e e.5 43 JS 1i 12 t0 6 7 5 3.5 ] - 1/4'0.3/4'ALL FONTS SOLID-SET ANCHORS.AS D61ROUTED EFF ALL POINTS SCREW BOLT&SPECIALTY COMPANY. 7,_p. 1�1Y 10 Y e e _ _ 14 12 10 0 6 7 8 4_ 14 12 10 9 _ 3.6 4 7 -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 iG 6 6.8 4 _-_ - 14 /2 _Y 7-f' 6 4b 3,S - 14 10.5 7 SS 48 3A - - 1/4'0 TAPPER+ANCHORS AS WNUFACTUNED BY DEW/ALT,WG•AND DISTRIBUTED BY"POLICES SCREW.DOLT&SPECIALTY CdJPANY OR-NNf It 13 16 B3 7 { . - 14 '12 1D 9•73 S5 4 - 14 12 9 7 73 Ib - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WON THE AME ICAN SHUTTER SYSIEHS ASSOCIATION.INC. /4 11 7 53 4.6 - - 14 12 10 9 7-5 63 4_ - 14 12 9 7 8 ib J _-_ NOT� 14 12 10 9 E -E.S_ - 1'4 12 70 9 9 8 4 - 14 1'2 10 E_6_b �5 JS - 8•-0' 14 i2 63 7 3.5 J - - 14 12 a 6b A �4. ' - 7.5 13 1 5 4 J - -- ELI)uIRLIm EMBEDMENT INTO CONCRETE BLOCK OF TAPOON.BLUE TAP W/a1P ANCHORS AND TAPPER+ANCHORS S 1 1/4'AND TAPOON 14 12 93 75 8 --M4 12 9D-- 0 OS S - 14 i2 e e fly { .7. -- WON ADVANCED TUIEADFORM TECHNOLOGY ANCHORS IS 1'. 13 0.S 83 ! J.S - - - 14 12 10 a OS S - - I1 12 6 63 e 4 - - B.2)MINIMUM F7A8EDIAENT OF 1/4'a:3/4'A11 POINTS SOLE-SET ANCHORS SHALL BE ETRWELY E118EDDTD INTO THE CONCRETE BLOCK NO 14 12 'f0 0_ B - - - t/ 12 1.0 9 7b 43 - 14 12 Ae 7 5b _4 9'-O' - - EMBEDIAENT INTO STUCCO SHILL BE PFRURTED.1/4'hZ0 SS.WVCIIINE SCREW 11SE0 SOUL BE I 1/2'LINO 1DNa"SHM"STUCCO 14 11 5 7S 8 4 - - - 14 . 7 6S'S 33 =_ I I E eb l6 Jb_ - - - DUST,AND I'mHum FOR Wags WITH NO mucco. 14 12 6 &S 4.5 - - 14 12 O.S 7 3.f 4 - 14 NOS 7 5.5 6 43 11b fl3 33 4 - - - - 1{ 12 0 7 e Ib - - 14 11 7 6b 4b J3 - - R3)IN CASE THAT PRECAST SHONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DOSTING WALL OR FEOO)L 14 12 10 9.7.5 - _ f4 f2 1U d 6.5 3 - - 14 12 6 6 5 4 - - ANCHORS StML BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAD WALL FINISHES,ANCFIORME SMALL BE AS INDICATED ON 14 10 7 5 J3 -•� _ 1] 9S &5 S 4 f)J - - 10 1 S 4 3 - - - NOTES ELI)&6.2)ABOVE FOR INSTALLATIONS ON W M SigNG OR EIFS WITH OR WITHOUT LETAL STUVS CONSULT THIS FNGeNEER. 14 11 7.5 5S - =1- 14 113 9 6 5 14 - 2.5 9b B 6 4 4' - - FOR INSTALLATION INTO M TITAN METAL STUDS SEE SHEET 20. Ob 6 S 14 12 a 6- 33 4 - - 13 10 6.9 7 4 3 _ I'd 12 f0 - - - - 14 12 9 7 6 4.6 - - 14 NOS 7 Sb {3 b3 - - (C) ANCHORS SEWN BE INSTALLED FOLLOWING ALL OF THE RECOWENMTIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11'-O'-. __ _ 12.5 93 5 - - - - - 12 9 5 4.5 4 3 - - Y 7 45 33 J - - - D SEE SCHEDULE BELOW FOR EDGE DISTANCE ) 14 10 7 - - - - 11 IO.S 7 f 5 4s - 1b C-5 5 1�� )3 - - () (ED. VERSUS SPACING RELATIONSHIP FOR ANCHORS. Bb 7 4b - - - - J14 0 4-612'-0' a 12 fo - - _ 14_ _i2_ a _ds i:.d = = is 10 eb 5 I_ - -113 BS 43 - - - 11 ! 5b 4 3S - - EI64 3 - - - IIA3iRIM NNaNOR SPACINGS ARE VA1O FOR EDGE OISTANCFS INDICATED BFlI)W.FUR E D.LESS IMAM TM[E INIXGTED,REDUCE/WCHOR SPACING 3b OS6 I= - 1J 9.S 53 S.. 4 --- - Ob E s 4 BY MULTIPLYM SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 93 - __ 1 ID.5 tLS 4b 11 &5 b 4.6 33 - - REDUCED SPACING'OBTANNED LISNO FACTOR SIAl1 NOT BE LESS 11N41 M96YLIY SPACING INDICATED FOR EACH MOM TYPE. _-_ -_-__ _14 119 75 E 5 = = 12 B B Ia_ { - -__ FACTOR 10.6 0 - .�_ 7.5 33 4 .3 - - - ACTUAL %5 ah = = _ - -(- i"z 9 e 4a 4- = os 7' e 4 = _ _ = EDGE TAPOON TTHREADFDR TEdiNOLOGY ALL POINT Soup SET BLUE TAP W/CAP TAPPER+ e e _-_ - - - - 13 93 6a 5 - Ob 7b_ 4 - - - D DISTANCE LM SFAaNG 14'-0' 14 12 - _- - _ = 14 Lob�3 SS - _ - - 1T 8 l eb 4b = = _ _ E.D. "If.SPACING J' ION.SPACING 3' MIN.SPACING•+J 1/2' L4N.SPACING a 3' 3 3/4' 4'" 5 3.6 1 & PORED OCA RIE OONjWE a= POURED CONCRETE Nt O E'QEdD fY'tE7F1E TORTEN anal .. ..... _ CONCRETE 11 8 S.S 4b - - - i 85 4.6 - - - - - MCI HY OWElk 111 EA.3 1/Y IIIL M-2 1/Z' CO.NCREiEEEL 3Bl.00K CONCRETE IRL ER•3 1/Y MX EEL•2 1/Y - a a = _ _ - = 1�IADE WORKING _ = - - 6b 5 3 - -M - - - 2 ...-.__i_0_ � _'-_-1 U '- -.--- _ --067 _ UNISON ♦ _ _ _ e Rl] _ _ _ _ 9 6 _____ .-. __-- Y. 9tl - - - 10 73 FLORIDA BUM Dlt�CODE Non High elocity Hurricane Zone: A�yl�li)IAA)I 02020 T9,TEC0,INC. 02020 EASTERN METAL SUPPLY.INC. K T BERTHA HVTM 110 E C O INC. Accordion Shutter System ILv.BLADE T .No.44 67 a `- W OR WAO FLK WNDO'IN RAM TIWT TESTING & ENGINEERING COMPANY American Shutter Systems n. DESCRIPTiON DATE DRAWN UY: MP STATE F SM N.W,JUe.St.St..MI.%FCM QkRDEnS.HONOR 331{ NAeeoclatlon, Inc. I OLD 17-107 /2/ CWE: 2 2020 �'. :< �_._.__• Pht :(305)671-1530.R.:(305)871-1531 4268 Westroads Drive 2 DRAWING No •-••� p West Palm Beach, FL 33407 3 F 20-164 WALTER A TILT Jr.RE 'A/i„S��NA RiOT`A�EAL/SIGNATURE/DATE 1LDRDAUe. 44167 3 SHEET OF 20