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HomeMy WebLinkAboutProduct Approval � w .�•�', a'�„s�isrf��.��" 3�..:�.� �� - F-��s� �,�� _��. ��,��..ter.�z-"'��,fi �.. s - 7 8C1S aroma toil to :�atr�tg srratiw� Hca row s jtii*ciChil±CC scats araKn 1jii C4t"$ 15C Star: scis ske WIP unk$ S*a rn rt. Fmduct Approval t1S�i;Put`1ic use• Modus Aa�c<wat hlen�r a d'lb Product W AnpfirXjcn Search AOPWZj wn.int APPIieaHok?1261271 . fes , FL FL389 Rs CEIVEDApplication Type Revision CodeVersion 2017 0 2 2018ApplicationStatus Approved [7R unty, Perrllitting Comments - Archived Product Manufacturer Ameiican'ikhutter Systems As5666tl6n,tnc. Address/FhonelEmail 4266 Westroads drive West Palm Beach,FL 33407 {561)209-8263 bfeeley@eastern1'Oetal,COm Adthbfi;iW Signature Brtt Feeley ,irodriguezOeasternmetai•coni Technical Representative .Address/Phone/Email .Quality Assurance Representative Address/Phone/Email Category Snutker5 Sugcategory Accordion -Compliance Method Evaluation Report from a Florida Re<jistered Archifedt ora Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida'`tngineer or Architect Name who developed 'Walter A..',altar Jr.P.E. -the Evaluation Report -Florida License PE-441677 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jahn lienry Kampmann Jr. Validation Ctleckl=.st-4ard�Mpy Received Certificate of Independence PL 89 R4 COI AMERICAN SHUTTER SYSTEM A,SSQ� INC DRAWItig 17-107 CERTIFICATE OF IN€}EPENDENCE PDF. F 8g R9 C " "" U.) R�YS7E1 lS ASSOC INC.ll pRAWING 17 iel Ar102.t'ERTIFiCATION t&tDpr_FNi}Z;Nt'E U PDF Ft 89 R4 C AMtR SYS'1 EM DRAWING •10 _ CERTTFI AS TE OF jN iFpENDFNCF PDF .Refereitced Standara and Year;or Standard; naara Ysac ASTM E-1886 Rains A 171 E-1996 -2005 ASTM E-330 2002 TAS 201,202.203 1994 Equivalence of Product Standards certified By J Sections frm me Cade `Product Approval Method 6�Catlaxd I u3tt�a.� Date Submitted t�5 iS/2017 Bate Validated IQF1S/2t]2 7 Date Pending lCApproval i0/ig{2017 .Date Approved 12/1?Jt0t7 'Summa of Products- FIL+x Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection toe Limits of Use Installation Instructions Approved for use in HVHZ:No FL3 9 R9 II AMERICAN SHUTTrR SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HVACCORDION SHUTT R SYSTEM�POF Impact Resistant:Yes Verified By,Amedcan Fest tab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile level`D'.Max span is 12'-3'for 46 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL382 R9 AE AMERICAN.SHUTTER SYSTEMS DRAWING the HV3 blade wjo window blade.S'-2"for 110 psf ASD load 1.108 Pg0QLjC'FVALUATION REPORT P4F for HV3 blade w/o window blade and B'-11-for 62 psf,9'-11" Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud wails is 79"for max,ASO pressure rating of+72,-72 and 84"for+64,-64 psf.Sea sheet S for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Dr\%,g 17-107 (top and bottom)for storm protection omits of use Installation Instructions Approved for use in HVHZ:No a-3as._ti n Tt_,nMERICAN ctHUTIER SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC. oR8&jNst7 107 UM I MA t1V a+c�fit•urreR Impact Resistant:Yes SYSTEM PDF Design Pressure:NtA Verified By:American Test lab of South Florida Inc. Other:Large missile level'D.Max.Span is 16'-0"for 30 Created by Independent Third Party;Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVt blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER-SYSTEM ASSOC- 72 S OC72 p.s.f.A.S.D.load for HV blade for Keystone mountings jNC DRAWING 17-IQ7 PRODUCT Dr EVALUATION 7'-0"p.s,f,for metals stud mountings and W-0"for 110 p.s.f, REPORT.PDF for HV1A working In unison,See sheets 7, 11 and 20 created by Independent Third Party:Yea 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)-DnvE3 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No F 384 R9 11 AMC-RICAN SHUT fS ASSOC- INS Approved for use Outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistants YesY; ST,PDF Design Pressure:N/A Verified By:American Test Lab O€South Florida Inc.. Other.Large missile.Max. 16'-0"span at 30 p.s,f ASD loud Created by Independent Third Party.Yes for Blade I and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports I2.25 and 28 respectively F 382 R4 AE AMERICAN SHUTTER Sy5TFMS.ASSQC— jNC DRAWING 17-106 PRODUCT EVALUATION REPORT,POF Created by independent Th<rd Patty:Yes t,mtACt LM n?*pt iii,. Sen Roles lac`+.u41eV�i ft 3�iGiC FttC'-w-'BSi�.ad•.tB.^4 The State a'Ficeiia Ei as AA,tE--.eri-ow,er.C--N-a:t I `S;a et P' :%';:Cin.�y St�SS vast::.yxrscDd t•,-3eate+*eei;;�.�1-"`.�i5'eT�'�, �tiv3ar E'xcit3a C+ur,eras aa6-ester sec nr.` cec:e.tx..lr Yau oa c...`rwnt Yoe+ce-m;a a�r+~a:e:�mc..,,�5.a`nsx to a F�s•'t+�•ee4-vsvis ec:nuc,w*ct xar+A-:ertn:�: 1.1 is thin a.t3*n X-Sbtve.cants-lota;�^e ar Ql, p cv br odd m al r:Wj_it v""—r ae! =-Aa S50,447-1-W5. -25S.275 ' (1),Ftcrda Statutes, do oaec..'2622,reCvltsa�ts E,tmSc�:uezCc'eGhuFtac 455. $.:tt.9 pravo:5a t:r.30eDa+Yr-.'ecvuih 3a e:,=xt:aCOit:,s.r.'t`,�Y have aye.Me enails pmv4ed may tie'-�1 rerat r' It Yeas : kd rm"NSuW?a Zk nal.tSYc a. V—de thr Gen rill"-r-dr ao e,r.M Wdress tiwbzh caZ tic rtes :,aYa=at to tYa FwRic.Tm a.xef;aa-w*S•en a.'e x 1<c�rsz^u' '+CA. ter QS$.F.?..f'ase ilmduct ApE *vat Ae.'6ptst GENERAL NOTES: 1.em"H.V.ACCORDION SHUTTER SYSTEM.SHOWN ON THIS PRODUCT EVALUATION DOCUMENT((P.ED.D.)KS BEEN VERIFIED'FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA ._.,.. BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCRY HURRICANE ZONES. DESIGN WIND LOADS SHALT:BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENBGNED'CODE,FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE,SHUTTER.WILL TABLE OF "CONTENTS BE INSTALLED WITH A OIRECTIDNAUIY FACTOR Kdr+0.85,USING ASCE 7-10 AND SHALL NOT"EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED " ON SHEETS.11 THRU 15,.19&20. IN ORDER TO VERIFY THE.ABOVE CONDITION, ULTIMATE DESIGN WIND.LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASLO.DESIGN WIND LOADS AREA '�: -BI-•gDES(b& lI� BY MULTIPLYING THEM BY 0:8 IN ORDERTO COMPARE THESE W/MAX.(A.--O).DESIGN PRESSURE RATINGS INDICATED ON.SHEETS 11.THRU 15, 19&20, GENERAL NOTES SHEET 1 IN,ORDER TO VMIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED;WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.Y.ACCORDION SHUTTER SYSTEM'S.ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION t609A.2 OF THE ABOVE MENTIONED CODE AS PER McAL'SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D (0214.01-03,#0715.01-03,11004.01-05,11214.01-05,10317.02-06,#0609.01-10 AND 10210.01-11 AS.PER TAS-201,TAS-202 AND TAS-203-PROTOCOLS AND ASTM E-1886 AREA.2• HV'BLADE(1)AND W WINDQW BLADE Al AND E-1996 STANDARDS.(MISSILE LEVEL D,WIND ZONES 1,.2&3)'&11220.01-10 AS.PER TAS 201,203&203 PROTOCOLS.LARGE MISSILE. (WHERE APPLICABLE)- -HV WINDOW BLADE p.10505:01-08 AS PER ASTM E-1886 AND E-1996(MISSILE"LEVEL D..WIND,ZONES 1,2,3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER.TAS-202"PROTOCOL TYPICAL SHUTTER ELEVATION &'NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE Q AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK'M UNISON WITH.EACH OTHER UNDER THE GENERAL.UMITARONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET7 3.BERTHA N.V.ACCORDION-PINS(HV SCREWS).USED AT BLADES KNUCKLE AND:FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND 1140.76`RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS,WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE"STRENGTH.PINS SHALL.BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED SY.APPROVED CENTERMATE ALTERNATING DETAILS HY SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION,PINS MUST BEAR THE KV MARKING ON THEIR HEM. 4.ALL:ALUMINUM FMRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3: MINIMUM YIELD STRENGTH"FOR 6063-T8 ALLOY.IS 30.0 Kai AND 35:7 k9i,FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-75 ALLOY. .. ANCMAYJHOR "SPAN LE- SHEET 12 ANCHOR.SCHEDULE-CONCRETE& BLOCK -SHEET 12 5.ALL SCREWS:TO BE STAINLESS STEEL 304 OR 316"ASI SERIES OR CORROSION RESISTANT'COATED CARBON STEEL AS PER DIN'SW18-WITH 50 kai MIN.HELD STRENGTH AND 90 ksT MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE-&BLOCK SHEET 13 AND SKALL.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3:4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM.A-307 GALVANIZED STEEL.OR AUSI 304 OR 316 SERIES.STAINLESS STEEL WITH 35 Wi MINIMUM YIELD STRENGTH. ANCHOR'SCHEDULE-WOOD SHEET 15 7..SEE THE FOLLOWING SHEETS FOR ANCHOR.SPECIFICATIONS:HV BLADE 0:12,13 14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 INSTALLATION'DETAILS S-X;WOOD SHEET 17 HV BLADE 0&.d WORKING IN UNISON: 12, 13& 15 END CONNECTION DETAILS 7-12&X,,WOOD SHEET 18 8.THIS BERTHA KV.ACCORDION.SHUTTER SYSTEM BEARS A U-S,PATENT 16779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN.WHOLE OR IN PART BY U.S.PATENT-15'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE"STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SFAL/CAULK AR�/.S, :Ji.V WQ•jDOBLADCISA ONLY . ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION //�� SHEET 19 10.EACH UNI MUST BEAR PERMANENT LABEL IN A VIABLE PLACE WITH WARNING NOTE: HV DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS;MUST PROPERLY CLOSE ALL AND HD AREA HV WINDOW BLADE OIl ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS, 11.SHUTTER MANUFACTURER'S LABEL SHALL BE:LOCATED ON A READILY:IA51BLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EVERY.OPENING.LABELING TO COMPLY WITH SECTION"1709.9.2 OF THE FLORIDA BUILDING CODE: 12..BERTHA H.V.ACCORDION.SHUTTER SYS'TEM'S INSTALLATION.SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE. PERMIT IS APPLIED 10. 13-(a).THIS P.E.D;PREPARED BY THIS.ENGINEERS GENERIC AND DOES.NOT PROVIDE INFORMATION FOR A SITE SPECIFIC.PROJECT::Le_WHERE THE SITE CONDITIONS DLVNTE FROM THE P.E.O. (b).CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.:BASED ON THIS P,E.O..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S'RFSPONSIBUTY: OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY-MEANS. - (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL.BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW: (e)ORIGINAL"P.EO_SHALT.BEAR THE DATE AND ORIGOAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA.BUILDING CODE(Non High Velocity Hurricane tone" 11RT tI„ tl'r+S. C'S'82017 RLTECa;INC. 201177 EASTERN METAL SUPPLY, INC. ERTHA HVTM f $ A Accordion Shutter.System I L, a _ ECO INC. KV. BLADE#1 W1 OR W/0 RV.WIDOW aADE G1 U� AiiyerlCan Sflutier Sy9tems V. DSCRWRON OraF DRAWN ew Lc • , TILJJT TESTING & ENGINEERING COMPANY 0 A99dCtO'�tOn, tflC. r OW 15-085 7/27/1 DATES 07/27/17 ` '�� $355 aw.36th sI sue-In Y1Rr�1NA 00DENS.FLOMA 3314 4268 Westroods Drive 2 A-'--r+•`r-re^xrr�r.: 1' Phone:(305)871-1530.For:(305)671-1931 DRAWING NO ,c •:,�UF1,tiU �e o 0:6Rae000al,<on West Palm Beach, FL 33407 3 17 -1 U7 01 FLORIDA WALTER A TICUT1Jr.P.E. s`S�OiyAL 1 1 U..1 44167 5 SHEET P.E. `am4 stF,11AYURE/DATE 6 1 OF 20 a3'f Fat%wDow-BLADE Q a . VARIES 1 t8• 1.a t- p. �,l n .Max. • 1 a 0A: { ?" n";SSq" 4385" 1 p5a• + a. �' Y l"JHV Steri- B��DE 3� ( UNIVERSAL FLOATER 75 M �; 5 FAV 90.`/180' S�4j�LER, COVERED UNDER US PATENT # 5458174 a QUALIFIED FOR USE WJ QUALIFIED FOR USE"WJ HV BMPER HV DiROGSEWT 60 BITE ALL 7A HV WINDON,,,�BLADE* 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W HV b063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BRu TEMPER ;.373:,. 174" r, 6063-T6 ALLOY AND TEMPER 1.5 " 6063-T6 ALLLOYOY AR Ab�a OB5" pl v 70' .filo" 3.55. r (TYP-) .994" 00D' 670" '2.226" qil o •� 72 Tory d2 \ 4897" -I H .815' @ 2'.. n O7 MV ADJ. ADAPTER W f QIP1-43B- q1 ' i.iY• •^ ,07 0 -2" QUALIFIED FOR USE W/ HV ()HV WALK-0 TRACK 20 )- Y Al : fL00R_ TRACK BLADED OUAUPTED FOR U E w/Hv lY XRENCFI TRACK. ass' 3.7 0 6063-T6 ALLOY AND TEMPER BLADE•i QUALIFIED FOR USE W/SHV QUALIFIED FOR USE WJ HV .6063-16 ALLOY ATEMPER BLADE01 ONLY. 1 .HV RAIN UARD. BLADE t 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U�E W/ HV 6063-T6 ALLOY ANO TEMPER VAMES "� .93 BLADE 1 _.i-91`" o VARIES 1.936 6063-T6 ALLOY A D TEMPER ua ox� 1.917" o - �685' la e r -� ^� .100" I _,..._1 9-•--:._ .;7 '1 _ 670 H 093" X93' .060" 1 - Cp1 670 16861 ^ a �A• 670 ( " 3..532 3529' i HV HEADER/SILL, i3) HDC [,SIG HEADER/BILI 3.529' t tt HV CEILING HEADER / (� C 4UALiFtEp FOR USE W/"HV BLADE ONLY. QUALIFIED063RT4SALLO AND BLADE QUALIFIED FOR USE WJ HV BLADE 1� (1�d` ,F.L.�'I►ALL_H ADE SILL. SEE SECTIONS FOR VALIDITY:` SEE SECTIONS FOR VALIDITY- QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER '6083-T6 ALLOY AND TEMPER BLADE(DONLY. 6063-T6,ALLOY AND TEMPER COMPONENT A B TT T2 X Y t 2' 2' 0:125" t' i" 0.067" lJ 2" 5".MAX. 1/8- 1/8- 3- 3" 0,090" CORNER POS 16 2" 5'MAX: 0.192' 0.102" SIDE ANGLES uA �I TS ALUMINUM ANGLES 5' 7',9 z: X. 0.190' 0.190" QUALIFIED'FOP,.USE WJ HV � QUALIFIED FOR USE WJ HV BLADE T QUALIFIED.FOR USE WJ HV - BLADE Q .6063-76 ALLOY AND.TEMPER BLADE ONLY. I. 2• 5'MAX. 0.IEEE] 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOYAND1EMPER" iosui>rTsy FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 111 T/ �a e2017 TIUECO,INC. 02017 EASTERN METAL SUPPLY,INC. 11:r�,... • 4,��= BERT A TM f �c N�: ✓ ;A1 v` ,A► Accordion Shutter System . . H K EIJV)E#1 W/OR W10.KV.'WINDOW BLADE TILUT TESTING k ENGINEERING,COMPANY American :Shutter SyStBTTiS. ty,N DESCRtPTioN. DAZE DRAM ar: Lc. w- Qit Association, Inc. t: OLD 15-065 7/2711 OATEN, 07/27/17 I. 6555 N.x 36th.SL.Sm.305,VMNOA CAROM,FLORA 3313 (} 1 - .Phone:(305)671-1530.Fax:(305)871-1531 4265 Westroads-Drive. 2 �DRAWING No -moa:tRtaeatwoLCam West Palm Beach, FL 33407 3 .,e�55 oAIOP -• , , —107E8-0006719dWALTER 0.13•UT Jr.P.L FLORwa t c u167 5 T 6 of 20 4.680'- .. 4,57§'—Yta'3f�gaS—•--?I':/.--'Lam_.-.QO f} m $ _ oT1" qac p^l 1/4'-20,1 �3 D I//•-20 .0GST FIAT HEAD 7tR£AON9N E A1iE. Ma 561.5. 8A%0 GFNIEO<, (z tw_) ED DIE GgT NOUSNO ENAMEL ^i4 1m 14 ROS. S TURNOt0 . Iwo& Psa 1 .062' n 3 716ry .p{ .318' .325' 81A55 CYLINDER BRASS EY PL PLATED)KE15(ONROMO (CHROME P1.ATE0) FlATEa). 21 HV GENTERMATEsr. :6a, 17.3x$ �, "�wl 1 LOCK HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE(D& 1A ONLY 1;'2.2 I�V...FL FLOATING CENT�RMA3.02x• ^ 87"1 QUALIFIED FOR SEW HV QUALIFIED FOR USE W/ KV 6463–Tb ALLOY AND TEMPER QU IED FOR USE Wj EiY BLADE{t,•�3A ONLY rill q.' 6063–T6 ALLOY AND TEMPER CO T BLADE& A ONLY. BLADE 10:8c,�ONLY. Q AL)FIED.FOR USE Wj HV BLADE i .ONLY 250`O.D. 74' 6063^T6 ALLOY ANG TEMPER PLASTIC HIM 79' o 7 7 422' t 3" 2. MOLDED T0. pw m m iv 048• SCREW I� m 1: •" t o 00ti o ' 825• < 360AFTER RNERNG 1/4"9-20 x 3/4" 6F.F4RE RNcDHc I S.S. THUMBSCREW 11-14"0-20 RIVNUT* *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE TN94 n L .82' SHEET NUTSERL PMT g 0820.AS MANUFACTURED 9Y AWEL PlA1J FROM ELEVATION "MY MALE n' LOOK CENTERMATE -qgg• CHERRY'TE%TORN,PARSIPPENY,NEW JERSEY 07054 OR EOTJAL 2�7 LOCKER FOR "T" LOCK C TERMATE QUALIFIED FOR USE W/ HV BLADE ONLY HV FEMALE "T" LOCK CENTERMATE OU "T" LOCK V ALTERNATIVE F Iy LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE LV/ HV QUALIFIED FOR USE Wj HV BLAt7E�(TIONLY BLADE 1 ONLY. QUALIFIED FOR USE LO NV BLADE(I)ONLY �� W/HV BLADE ONLY. 6063^T6 ALLOY AND TEMPER 6063–T6 ALLOY AND TEMPEIr 2p 1.9T „y 3.161 161 314' TNUM6TURN 053• CYLINDER OR ^I .214' ,d..,0&l. .062. 5 KEY CYLINDER M , N o j. - iv m o ^' 'ro •p 4.675'Min. O 1 .125••Max. CE NO D A 'LOCKING ROE) 0 0 QUALIFIED FOR USE W/ HV pLApE 1-& IA QUALIA FIED:FOR USE V�/ HV BLADE(j)&&: - 6063-T6 ALLOY AND TEMPER - , I .804' 6463–T6 ALLOY AND TEMPER VnR1Es, 1z"MIN. QUALIFIED FOR USE Vi/ HV BLADE ,&& to I iJ4^.c 20 55.OR 3J110-16 i.30' 8063^T6 ALLOY ND TEMPER +'^KFfu tIMiBSCREW+: .Y ,�'7HUMDTURN 31/2' Da CYLINDER (5tE OETNLS) OR KEY L41L— CYLINDERmCKt�1GODLl 114'04 HD LOCK 3'1Y0 QUALIFIED FOR USE Wj )iT BLADE 01 6063-T6 ALLOY AND TEMPER � t� 3a—"0-16-ACETAL 3 �[ 1 l+ 4" 20. {ISI '�04 8Y RECENT HARDWARE MORTISE LOCKS.SERIES 2333 FIOOK BOLT LOCK. ©��5 IN5TALLATiON t'tILI..REOUIRE A?JSS" HOLE THUM$SCREWS (QERIES S.S. THUMBSCREWS QUALIFIED FOR USE.W/ HV BLADE'.tO& DT�ILLED AT TRACKS FOR PROPER EMBEDMENT QU/WFIED FOR HV BLADE iQ QUALIFIED FOR USE Y!/ HV BLADE FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone TJ(l/ INC, rr„« 42017 TILTECO,INC. 02017 EASTERN METAL SUPPLY. .. __ BERTHA Ham;- 1G N i ;Accordion Shutter System 71L7E7C O �INc. A.: .SrA. Hv.axx#1 w/OR w/o w.WINDOW etnDE American Shufter Sys#ems EV.N DESCRIPTION DATE ` DRAWN a'Y. L.G. O�O•`•� 71LLIT TESTING & ENGINEERING COMPANY AssocIOflon, Inc. t OLD i5-085 7/27(1 DATE: 07/27/17 �r, STATE r,,, 3 'em NW..34N,h.SL 305.VIRGINIA CAROOL1%FLOROA.3314 - _ .. /• \ PK_:(30S}871 1836.Tq :(305)871-1537 42p8 SVBStFOadS L)TfVB 2 DRAWING N0 mal GTteeoOao.eom West Palm Beach, FL 33407 3 -0006719 WAVER 4 I7—�V7 Ri •••"•••"•• 1 Ifi WATER A.TIWT Jr.P.E. SHEET �pp 14 FLORIDA U.8 44187 '5 - P.E. SEA4CIE�id R;!'jDATE 6 3 8F 20' SHUTTER ASSEMBLY SCHEDULE FOR 12'MIN. LEA CE o6zs HV n HV 41 � � 40 l3 i' r4 B�LqADcE T n HV BLApE , 1 Eto ,077 {a3}ti, _ WINDOW BLADE _0625' a HV WI �. :0625 .4625' HV BLADE to E tz:Y 1(` .y KBLADESNUCKLE—\ OPENIN - .t875• Y HV LONG RECESSED NYLON BUSHING 39 o a N I (TYP' .0625 0.062' 139 HV SHORT RECESSED NYLON BUSHING \I; - 1 d I LA7 PDRiION' j R7.79f 354" HV NYLON'NAT WASHER OR 01 �--�B�r-•. ; ♦ /f �*Y HV WHEEL CARRIAGE AISI 302-303 SERIES I I = 41i;5" 40 i�, t 1' f/f028 SW X 0.870"x3/1.6"THICK NYLON WHEEL L'J I I c4I 2 1/1-11. HV WINDOW 0.188"0'AISI 302 SERIES.S.S. RIVETS 3150 SEPARATION 03.4 I BETWEEN .0625' _Os25' 3.9500' BLADE HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR 1 i OP ON CENTERS 1 Y x @ HV 2 3/4"ACCORDION PIN W/ #8 HEAD '4/4' * - 4.1 47¢" 71 7500' _..,_ —�I^ 2 £f1 8I68:nzbY t'AU CLEAR 44 -.POLYCARBONATE iMPA RESISTANT HV WINDOW I 1 + BETWEEN TYPICAL ,HV WINDQW 13LAD , AND .I 39 i '3 POLYCAR8ONATE HV WINDOW. DETAIL I (DOR I I ' I (SEE NOTE FOR VEE, O OR q� 'k POLYCARBONHATE IMPACT RESISTANT V WINDOW REI i } ( BAYER MAI/ROLON 3103 POLYCARBONATE i + I 12'MIN.C CE RESINS, UV-STABILIZED GRADE OR SABIC. 70.BLADE INNOVATIVE PLASTIC LEXAN 103 RESIN * cYT ( (SEE NOTE "F -0N SHEET 19). in w 1 �:OR o � I (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1� OR i EXTERIOR POLYCARBONATEOPUCAMFOR,44 xzsnT HV 119:BLADE. TYPICAL SHUTTER ASS€MBLY T1'Pir.N.MOPfli11E5 SFNINAO 33333 ano Imdmc N.T.§. NV PIN OR'AT REFEFFNW (2} HV PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT E7{1 1OR ucwmo sm BLADE'S KNUCKLE. 9EtSY'dL• EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D co.s2a' f� (SEE NOTE FOR SPNu+G t uun +ssu oxsz nwa lets 0043 cm BLADE .WHEN 'CORRESPONDING TO INSTALLATION '11", SHEET 7. oaa� OJ` REQUIREMENTS) TYp. 2i{l l TENSILE Yl 9WRemp, .IAN D�J9' : 9400 0.4,. 0=0 P.xi. (3) HV PIN @ OR 3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER 9 F`F11tLtC 0=4"T 1Oa AAM 0790 O.=P 1. 13 D3 w '1 j 1:I4 FlE%UWL M00KUS ISM 0790 S/tl 000 P xi, J45.lwG pmL amm SHALL ©USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8T I: SHEET 0 i i I =�uo0 .Ism 073e 1n n-ieA" n Fr-iaf 3unNE.DEr+s,1T AM me.3 Ors x 64s x unx WHEEL CARRIAGE pETAIL PAX OF(AIM 0 Urn ow c-,CLM o-,CUSS N.T.S. LY LAYOUT S P-MMM ASTM 01429. 1040'r 990'F ' Y.CBTL�Q+ AAY GI55 TOME Siw-%MI MIER.WEA1b Asn"a78 9J02 Pal naw P.l n HV BLADE SOLID & HV WINDOW BLADE DETAILS Mr," N.T.S. cia IillylTr�A., FLORIDA BUILDING CODE(Nan High Velocity,Hurricane Zone E ,..•.. - n~'L - 02017EA§TF.RN METAL SUPPLY,INC. �I�l•� \GN$� v 0zon nLTEco,INC. BERTHQ H Tht { L A A, Accordion Shutter System LECO ■ .'O,N'C. . .■ KV. BLADE 2#1 W/OR W/O KV.WINDOW'BlADE y Am$rlcan• Strott$C Syste N' DESCRIPTION DATE DRAWN 6Y::LC. # TiLLiT 7ESTiNG"& ENGINEERING COMPANY • 'ay-l°° Assoclatlon, Inc. , :oLU is-ow 7/27/1 DATE: 07/27/17 Q �� ,\\ n355 N.W.390 St St M3,MCMA OWMIs..IwOw.3316 4268 WestroOGs Drive 2 ;� ... �'- Pl—:{305)671-1530.Ion (305)871-T53t DRAWING NO SESlntq*' ��61F11 4 ma U1 OCg949.com West POIm 8eoch, FL 33407 s; 17-107 VtY ...�.!:�F` WALTM A.TILUT P.E. j ,7.. FLORIDA Lk.B"167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 oroa 55°" ac NOTES ON HVLOQ AANND�CENTERMATES: A s C - C- &* M N S T U •�- ��� 1. MANDATORY(.gNDrtION.H:ONE ITV LOCK�or�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY'SPAN OR 12*ABOVE OR 8 OW 2 OF.SHUTTER SPA`i FOR SPANS UP TO 105'.AND FOR.NST TTONS AS'ANY ELEVATION. HV LOCK "g MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHE. TO ..STALK.- CENTERMATES W/(2) 1/4'4-20 x 1/2"LONG TLAT HEAD S:5:?AS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVAT{ON. O°"®°q 2, 1F DESIRED•FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO H{Y 16 ar� LOC OR�_9%BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LACKS TO CENTERMATES @. ORP 514U1: O AS HALL ED ON NATE (1)ABOVE. COCA tON OF LOCKS SHALT.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 8' 3: OPTIONAL CONDITION #9 (VALID ONLY CONDITION.#11 OR LIMITED MMOATOW CONDITION ( Ic ucEn w/'1W0 H V LO¢;!;,T•.LOCKING RODS- ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4 p9'eG6 go (S�4y °P+ t3E USED tF g�SSREB TO ENHANCE SHUTTER PER FO MANCE LOCKING PRODS 5�OR AN ALTERNATIVE DEVICE ry MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4, MANDATORY CONORIDN i2:ONE HV LOCK@ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, HN LOCK or @ SHALT.BE USED AS AN OUTSIDE OR INSIDE LOCK. In ATTACHED TO�CORNER CENTERMATE'W/(2) 1/4 6-20 x 1/2•LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS S AT TOP a,BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IDC 10C MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. y� ... ° R � 5. ONE ALTERNATE tiY LOCK MAYBE USE tN UEV OF HV{ACK or FOR ANY SPAN AND 3g= �S INSTA CATIONS AT ANY ELEVATION.AL NATE LOCK MAY REUSED AS ANINSIDE OR OUTSIDE LOCK.ATTACHMENT t3 4l URN �c OF J/4!`0-20x3/4-S.S.THUMBSCREW TO @ OR t@l' CENTERMATES SHALL BE MADE W/ 1/4`0-2Gx3/4'ALUM. =FS 15n3 RIVNUT AS SHOWN ON:SECTION HVE,SHEET B. ONE LOCK SHALT.BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPM, 6.MANOATORY CONDITION 0 FOR KEYSTONE MOUNBNG INSTALLADONS:_, ONE HV LOCK®or @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR T2"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK.@ or @ or @ MAY BE USED AS AN INSIDE OR 1 _ - OUTSIDE LOCK,ATTACHED TO @.or $SYMMETRICAL CENTERMATES W/'(2) 1/4"-20 x 1/2"LONG FLAT HEAD.S.S. SEE END—' M.S. LOCATION OF LOCK..SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. USE OF LOCKING RODS SEE EN CONNECTION I _ i 4R Q TOP AND BOTTOM.IS COMPLETELY MANDATORY.. DETAILS ON l I TTYYPS,tFULL 1 *NOTES ON HV "T" LOCKS AND CENTERMATES• HEIGHT. OF CORNER CENTERMATE' �t O ONE ALTERNATE HV'T'LOCK MAY BE INSTALLED IN LIEU OF NV LOCKS®QR FOR ANY SPAN AND TNSTAttATiON AT ANY ELEVATION.ALT RNATE COCK R Y BE.USED AS'AN INSIDE OR.OU SIDE LOCK ATTACHMENT �+ OF LOCK'@ INCLUDES USING REINFORCING LOCKER,AS SHOWN ONSECTION HVG, SHEET 9,WHICH.MUST.BE :CONNECTED TO'CENTERMATES @ AND 29,W/i/4b-20 x 1 1/2"LONG S.S.THREADED BOOT W/7/8"o x 3/32" 6oy +. �y WINGNUT OR W/ 1/470-20x1'S.S.M.S. INTO A 1/4% 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 7 -@-(:D - 66 7 '@- MAXIMUM ABOVE AND.BELOW'MIDSPAN. USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY, 15'@oa 1��a`.l'Ja`0-(7)- . "'t�9.13j ,9•t�5 t 2• *.NOBS QN HID LOCKS & cE ES: TYPICAL 1J BLADE SHUTTER ELEVATION I.HD o= HD cj n gmATES(31 OR 3�ONE ALTERNATE HD LOCK 30 MAYBE USED IN LIEU OF 1:t(`(I.rAL t 1 7 H♦ Gll._MDE SHIJ 1 1 ER. GL VATIV1`1 HV LOCKS: OR W`'.FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 54 MAY BE:USED N T$ AS AN INSIDE OR OUTSI LOCK.ATTACHMENT OF HD LOCK 134)TO(3 IS W/3 IS x J/6•F.H.SS.M.S.,AND INCLUDES REINFORCEMENT INSERT iR AS SHOWN ON SECTIONS HDEI-HV9 AND HDC-HNC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12•MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODSES IS COMPLETELY OPTIONAL. BJNJJlriirrri�� .. .. .. 11 FLORIDA U IN on High Velocity urricane one 151 Q�••• /�•. 02017 71LTFCO.INC. 02017 EASTERN METAL,SUPPLY, INC.- icl`+vsF13ERTMA HVTM S A Accordion Shutter System tli►■ . ■ / TLV.BLADE#1 W/OR W/0 HV. WINIXIW BLADE AMenCOn Shutter Systems DIM"0110H DATE DRAWN.Si, LC: TILLIT TESTING ENGINEERING G & NEERING COMPANY �a TE F�r Association. Inc. I ata 15-085 07/27/17 DAM, 97/27/17 Q yq 0355 N.W.36h.Se SW.=.ViMNA Ca1DEW,Fw VA 3316 4268 Westroods DTide z —.•—( �� - Phone:(305)971-1830.fax:(305)971-1531 DRAWING No e mol:tat.-Ood.com West Palm Beach, FL 33407 3' 7—�Q7 sS/QAlAL'EN�',,,,#' WALMM ES-nws ar.P.F ` r' FLORA UC./4+197 5 SHEET P.E. s�jSIiffi(uBE/oATE 6 5 OF 20 " CONCRETE ANCHORS ANGHOAS... POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED- CONCRETE. SHEET 13) REQUIRED CONCRETE ANCHORS h(ACt1/4'iNEOSCREWS S CONCRETE _ REquiR i, CONCRETE ANCHORS REQU3�0 r-^- .. @-&ay SON SNEE1 7) > SHEET 13) ULE ON NTS/0 42o O.C. l �'� t6 A EYSTONE,(SEE.NDUMitiD ,Jf r (SEE SCHEDULE ON SHEET. 13) 12 CN(D 4 ' f Lon: --i/4"m-2ox314"5s. `/f/ /^ Min. l _ f _ EQ EQ- MACHINE,SCREWS E0. EQ.- USING 1/4'-20:NUTS 12"04/ OftT52f E.D.+ .250'Max. IIf 0'1/zTF`u- ,f . , 3 OR 5 250 E F.Mux., Max.. ` I� ED•, r � i i , opnoNAL ;= opTlorw f i rTo QLAS aAiini i 93fnu ON Sim I It I. 1 {3R £)OsnNc t MIN.SEPARATION TO GLASS 1 .EXISTING 1 '� i I 1 CLASg-"'r— -(SEE SCFEDULE ON SHEET T1)-""-" GL45S--•i t1AfF5 G1 tr, MIN.SEPARATION TO CLASS. _ - (SEE SCHEOULE ON SHEET ii} I EXISTiNC G'Ass—IO HV WALE. HEADER INSTALLATION TION HV WALL HEADERiNSTALL_eTION _ HY WALL HEADER INSTALLATION + KEYSTONE ' MIN.SEPARATION TO GLASS EXISTING -- -.N � Ri 1:_ I�. �.. g7050NG (SEE SCHEDULE ON SHEET 1t) T. I ro BASE(Ma I I "OR tt + MIN:SEPARATION TO CLASS GLASS 1 � � i(SEE SCHEDULE ON SHEET t9} i at o'Ie FOR LLUU k7/LF5 C@ice �} i ' f OPTIOOPTIONAL 'i i Ii i ( Nt' EXISTING i Ir f i CCA55--� £D.• - i ✓f r / f' iii iii f r7 . ,, I/4'Max. !<D• f � Max. f' / .opnoNAL i ! f f. YJ ma 15 i / r,'t .'f E.D.f 'rr•ft•T'/'f`�j � -E. Er r'^IDf'-!II. 1/ ,2ti�rr /lO1 iCK{.r „ EO LEi ��1"l i ii 12 CR(D4 t/4`m-2oxa/aS.S. O PHU4 /4 MACHINE CREWS, CONCRETE ANCHORS /4L0D 1,;C 1WHICWHIPSS LR H 1/4'-20 NUTS 0 12'D.C. (SEESCHEDULE ON W/7/4-20 NUTS 0 12'D.C.. -CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 43) 1Q WNPOURED CONCRETE SHEET 13) OR CONCRETE 8 POURED CONCRETE Y tSNCRETEANCHORS REQUIRED OR CONCRETE BLOCK WALL REQUIRED V WALL SILL INSTALLATION (SEE SCHEDULE ON HV WALL SLL INSTALLATIOR POURED CONCRETE-YSHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INST�,LATION HD=F FAR MSINAVON OF s -- INSTALLATION DETAILS W/ I SEE SHEET 4 FOR TYPICAL SHUTTER. «E.M-EDGE DISTANCE ♦SEELIMITATIONS OF USE FOR ASSENRLY (SEE SPECIFICATIONS ON$HEET 13} BLADE QN 5f1EeT 19 0 HV BLADE 2-MOUNTING SEOTIONS CAN BE COMBINED - IN ANY WAY To SULT ANY INSTALLATION: J �i''101,A 7!. ' • FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1`a`1 ��V irN x 02017 TILIECO.INC:. 02017 EASTERN NETAi.,SUPPLY,INC. BER RA�lt t7,M 4 Accordion Shutter SystemEo, . . �.iL ( AX#T w/OR w/o RV.,HAND(Nt-AA47E Amerkon Shutter SystemsEv.R aESat7mcN DATE DRAWN ar Lc' TilmT TE57tNc ENGINEERING COMPANY Association, Inc. I .OLA 15-085 - 7 27/I DAZE: 07/27/17 •�ORIQP .1` siss N.W.ism.SE Sto_�0s:MRWiA CA�ORiS,FLa+aA sale 4268 {Yestrogds Drive 2 Ph—:(as)an-7936.rax:(m)e71-153s DRAWING Na S70 At-Vig,',IIj17 _. ES-'006a141com west POIrn Beoch, FC 33407 317-107 WAVER A.Tw Jr.P.E.1 44167 FLOR6 - SHEET" pA lie. P.E..SEAL/SIGNATURE/DATE 6 6 OF 20 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 43) m C r )' TO� 1 i atTxAs w (SMWAM OR ® E)DSANG I wna:aeNEmiE REOUI�" / r""!.' %•/, r Dort :!I I W SNFETR GLASS un..srPDutfaN I i VaT 11)D<OEOCE OF SLAB IF ' i MPLR:A9LE CLASS EXISTING ALTERNATE RAM OD&0 c �•-Lst 3p�RD�AE ' i1 � i i ~ , iU i(i+ ~ EXISTING:.I OATOLCIN . 3/a'HEX WASHER,HEAD dtOx 1 -- O1 7 i�i,,r.�/ rf�ft r � �, ,,./ rr1rlii rr •/'TE/{{SCREWS CREWr S•,• 2 {:C.i OR3 OR5 1i 3,/t�l�;t-'t,. t.r�•."11. t/r'fr,/e/r%'t.j r,,y!i (4./I fiJrt//.!/I,/�r.'r'''t'.t /f,"✓!�"a�./-t/+'r EDGE OF APPLICABLE 3/8 CONCRETE ANCHORS —SLAB IF (SEE SCHEDULE ON SHEET 13) OE OF EXsnNG SLAB GLASS- EDGE OF - APPLICABLE SLAB IF 1/2 EDGEOF APPtKABIE SLAB IF APPLICABLE, POURED - FLAT.HEAD CONCRETE ANCHORS i ro '` '1'r ''t t !,✓'`r r,• /`../';'tf ./J' E..D.� .CONCRETE Sa6XlE tN.yEEf ., !1 ! wff /;f i�./!,x CONCRETE REOJIAED. (SEE SCHEDULE ON SHEET 14) 1t FOR aMT,INA ♦ 'POURED REQUIRED CN SHM 19 F%1, : - i OR @ CONCREi£ FLAT HEAD COIr•CRETE fWCtiORS- RL�m�Q REQUIRED o.• E D.* (SEE SCHEDULE ON SHEET 14) 11. TRENCH INSTALLATION VAUD ONLY FOR UP TO t70, -75 PSF A.S.D: QI HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING k FOR SPANS PER ( + HV FLOOR INSTALLATION t SCHEDULE•g3.SHEET 11 HV CEILING INSTALLATION ,ExI+'l,Na• , -- ura 9PIPAINH - - CONCRETE ANCHORS °6 i° �1 --r-•—•_--^ 1�._. (SEESCHEDULE15) tILE 097 1/4,8 V�7�taw'o/t M SIM EXISTING TMVXt11G5'CH IleTI PO&M _.i/4• E)OSTING^--i EXISTING=� • CLASS :1wl 1All M GLW CUSS-•-., F'Swom DWSRr NlocRs w/ I , I. GLASS , \ '-rts�atAQOtAF Ox SeElT 111 "� 1 3/4•wt.DEMI04 a 8- ' nwtwx m.axas 1 01CI FOR Up TO V­V SpM AM 4 O.C.FOR SPANS LARGO THM 1 I I UP t0 W-.W M AMY 4 AT LADtf.FASTENE71 HFA7 9iEE0w'1'11 JpR LUTATIONS 3/a •)c NOICt ON 8 i 4 10x3 t- i, . �._ D. $ /4'HEX�E O�•' .1� -,?- _ IWASHER D TEK SCREWS / r!/r CONT.SEwu+T a 12 oC. B /' �-j ///. i 1 I' 3 %//fit�y4^a-20.3/4'SS us t4x3 4 HEX HEAD. ' l- ✓ ' 3ra// =t- f{f t)SRYG t/4-a-2a IMS TEK SCREW$®9*O.C. CONCRETE ANCHORS {./ �_ ___ 6 �(/! 3174%3/4'S.D.S. It .! - t i 1 I if4^ €:,; %lr O 12'O.C. OR t 4'0-20 S.S.M.S. I i v t3 9"O.C. __ ;'l,lo:. r W/NUT®9.O.C. I (5• SCHEDULE ON .T t / St/r� : ":` "• �/� � 4 J ��%f' E7=NG NON STRUORIRAL � j 17 oR S8 1/2« / r /rj i R t S 2.00`A11N. WALL MIY(DECORATNE - ^ ,I r! EDGE OF f 14x3/4':FLIT,5:0.5. MIN. ED SILL) / f f r ftp t,f ' ,✓i f�`r ,,' �. I r,•. SLAB IF j rf l ®9'o.C. L -POURED CCNCRETE 1 7/B` / ,' .^' APPLICABLE T CONCRETE ANCHORS .SEE NOTE 13(6) V RMUIRFD f t SEE NOTE 13(6} ('� t-,�lr ,'! I-•-• EO .' y POURED CONCRETE (SEE SCHEDULE ON ON.SHEET'i(,GORED CONCRETE ON SHEET 1 i,1 ,D.. 4:^ OR CONCRETE BLOCK SHEET 14) OR CONCRETE 84OCK =—•-, REQUIRE AFQUREO }1 I$£YSTONE tiIOUNTING INST�{jLA'n N OPTIONAL J POURED MAwMW A.5.0.OUIGN PRESSURL+84,-72 pal CONCRETE Q HV WALL FLOOR INSTALLATION © HV WALL L WALK—OYER INST L/�LATION NAXWUM SHD,mt SPAN s-0- QJREOUiRED SIV RAWWARDINSTTA.LLATION t Na • -Ir OTE FOR COM(,s(�IL N Of 5EC714N5: f ^_ �- t REMOVABLE WHEN PERFORMED E.:D.-EDGE DISTANCE REMVAB TO AN OPERABLE EtOT SEE LSM(;TT�yATTONS OF USE FOR V=SEE SHEET 4'.FOR TYPICAL SHUTTER (SEE SFECIFlCADON5.QN S1iEE1'i3) OR ENTRANCE SLADE&Ok SHEET'd9 INSTALLATION. .DETAILS W/._(D HV BLADE ASSEMBLY IN ANY WAY T SUIT CAN BE COMBINED ,I' r p FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone IN ANY WAY TO.$UR N4Y INSTALLATION. � ,14 .;••,1V. /'� v"` 02017 11LT=TNC. 02017 EASTERN IdETAL..SUPPLY.INC. BERTHA HVTm * ° ...1. A A Accordion Shutter System ■ w ■ ■ Mv..arwt > w/OR w/o KV..41oow w American Shutter Systems TiLLiT TESTING & ENGINEERING COMPANlI th DCscwPnON OAtt. DRAWN ilvt LC Assaciotion; Ina, , QLD is-Qes 7/27!1DATE: 07/27/17 _ '•, V _LAA 6355 N.W.3.( 51 Ste..305,NRp10A-ARGENT._FLO[LfLA 3316 4268 Westroads Drive 2 Phone:{305)877-1534,Fo::.(305)871-1531 DRAWING Na gyp'f�,I�,A"""c X11 a mm't:flteceCaol:com West Palm Beach, FL 33407 3- 1 .1/��} EB-OD05714 4 i 7"I VAI ......... r+r WALTCR A:Tn1R.r.P:E ill/rrr FLORIDA Uc: 44187 5 ,SHEET P E SEAL/SIGNATURE/DATE 1 7 F 28 F s-'r .. S.{ 1 ISI '}' /��L� �/ SFE NOTZS ON LOCKING'RODS g.fN LOCHS D or�. 4U,i .. SO' (tY `I '^EXISTING CLASS !,tSTALLA[!QNS W/ H V **AND ALTERNATE NV LOCK®ON.SHEET I BLADE SLACK DETAIL HVE IS VALID FOR ALL j 13L ADE W4 HV CENT RMATES CENTERMtATES APPLICATION WITH SLADE0 (2,11 OR. 24 NALL CONNECTIQN E 1D'Q°R�'-�ors�t,tptn - EASTTNG CLASS DETAILS ON SHEETS t:O 2'x2"xt/8SD' .' +�4 7' B 1/2* 7'. (SDS3-T8 nr.L.rn}.ALUL+. OPPOSI G SYMMETRYCAL ANOLE W/(2) 1/4'0 TAPCON 1/7.� oR ANCHORS TO CONCRETE .� C ER RTES CENTER AT S MIN.SEPARATION (TOP/BOrrOM}.de 0100/4-SALS ® ,z• W H L - or W' HV LACK r TO cuss {. (a)1a T/z s.L1.s 1a rueE-1 oQ.FULL ENGHr. / {SEE SCHEDULE j AT'EI:Ct!ANGLE.{(yP} I * ON SHEET„) l IN 3 a F1/2L�" m m UUT FlVC HVA V D @aR,{1-&(D"(&-(O+@ax POURED CONCRETE.OR j�'� /�`� l.'� 'L lJ Ll IXKnNO GLASS F CONeRg—ex 5vAI,t. . .ap ._} � ..(�,�-1. 1Ga�ca©`@aat0:.@j a+:. ,.REOU ED + SORi $OR$ { oA ?__.., —.___.__ — 6 a s oa6 * 7 $� I— Ex1sttNG d Q+ a I SYMMETRICAL � �d O'a hqN.SEPARATION tr GLAss + �,�•Q"i s+ CENTS MATES f E/ I'N. T {t 5�+t(�g oa t $o�OB + 7 �, ;Q CLASS ___ _ 4( 1- ) '..* .(SEE SCHEDULE r_ op @A HV LOGK (I�rtiOR} QoN SHEET T,}. BoR 9• oMIN. QNIO'GLASS °SCHEDULE fNSHEEP 11) I�1\t _ _ _.-,— ,._...: __�._,...,_....._ _tl LJ T .- CONCRIANCHORS 016'O.C.m m Vo 1'1-'� VU� 5 1f2"MAX.SLACK _ f .(EXTERIOR) 1_I\/C 'E'3` _ HVi�7I* Q U.T 3 5 fi Y C HVD ,���'"`"f�`"''' - FLORIDA BUILDING CODE{Non Nigh Velocity Hurricane Zone - % 02017 TiLTE60. ID20171iLTEC0.INC.T02D17 EASTERN METAL SUPPLY, INC. - BERTHA WVT, Qt. H.Y.Accordion Shutter System BLADE#1 W/OR W/o FLK WIMM'S ADE exp * American $hu#er 5 Ens ♦' TILLT TESTING ENGINEERING COMPANY Ev.N DESCRIMON. DATE DRAWN BY: L:c: �Q > Assactatlon; Ina: T 'OLD 15-D85 7/27/1 DAIE: 07/27/17 \ &55 KW.3CtA'S,. Stu.305.V=%IA CARDENS;FLORM 3318 E1. 426$ Westroads Drive 2. Phone:{3D a—al: ::Poa:(3D5}672-1531 DRAWING.NO is w,eeoDon.wm Wept Palm Beach, FL 33407 3 97-167 T' S'/QlttAl \'eT'1 tl Fe-oDDa71s 4 rrrrF,d` wFLO RSA.purr ar,P.E. 5 -- SHEET rIORIDA Lk.J.44167 P.E. SEAL�SIGNATUREJQAT£_ s 8 OF 26 ALTERNATE 'INSTALLATION "T" LOCK 0 V L F L " " IOCKS CENTERMATES LOCKS S 9 Wj n1 BY BLADE * SEE END CONNECTION OEWILS ON euEEtS tO t8 INSTALLATIONS HV BLADE OUT �N v �Lwswc«7s5 61ADE0s1ACK MTAX hW,INDCFTE7 oN s6Er 6. -11 HD CENTERMATES�3� 1AS WM A5 UNNERMAL FU AIMC BLADE®aEU1L MOO-HKI. a 5 7 g.,i p• wo u co oN T1os 5,1EFT:—6E ®wms nNs uTatxa �E�tiLL O O �� Rini TON Of WI.Ino SHOWN IN tN1s WALL CONNECTION OErAi)S ON sHEETs to& Is 00 x•iztil/e•:n-2 ®•�`"�9•® 1 • 5 N1E4A N/(21 1/4-.TM a N7CNOF$10 oQua e _roe. I (aPf10N.4) 4* (OPaONN.} ---------------------------------- ----------- -I ----- __----- ------ ' (g1,01r2 tSKSOlo Mu 1,wr4•SNSOt2• �: - -" ---�-'—�-i A7 EACH AN p14)' Ar 0.6 kt LLT.K * (4)N.V. 3 yx�I /V HY "T" P t5 tsr?-} j s a 1-1=-Ir�Is 5 3 LOCK QNSIDE) 1 o 5, r �,} 2 2 4" 19) n�e' 2S 5 (7U7 31 OR@2-� 33 31 oa 32 31 oa 2 31 oa 2 35 k sEE NOTE NV LOCK 2 1/4" 0-20 x 1 1./2" S.S.M.S. 4 35* (oatlow ) 6 FOR • W/ 7/$"0 x 3/32 WINGNUT. <oPfmrtA77 HnB�HVEI OUT o-I VC 1 LocK.on sNEEr s. �* SYMMETRIC L HD NTERMATES k'."J HY "T- LOCK(OUTSIDE) SYMMETRICAL HD CENTERMATES A � * W/_( •_ LOCK (EXTERIOR? WL LOCK_(ijJ[E,RM) _'t SFAifS 94s ALUa,v+,AF � (2024-73 AL1.O1').LARCE nANGE MSN a®aa�6,lJ°�®alp•�an. SNE£(NUMW.PIM 10020. 1p•®",.®• \',�,� AS YANi1FACTURED 0Y MEL CNEARY /-' 1E � %10RN.PARSi M4y.NEW JERSEY (2)©. J 04) fl•�R 07054 OR EQUAL •Q�ea1(�t�aQ•�o, s.®mp•Qa@ Oso @ SLY Notes IN Lwm ROOSo h w p w—w s KT 5 I **tavNEpsi1 FLOATOiC wAK{jLi wA;Nw-Ho is .—." vNA1 TOR ALL cu Ii ArEs App Gron*%I OLFDE(j} FLOATING STACK i)NNirrfsiiii FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone i`x .•••^ L - 02017 EASTERN METAL SUPPLY. INC. EN�,.,, � azo1T nLTECo.INC. 13ERTHA HHVTM stemAAccordion Shutter Sy M mA■=71LEINC HV. BLADE#t W/OR W/0 kV.NAND(7N RADE J t DRAwH 6r: LC DA TIL.LIT TESTING & ENGINEERING COMPANY American SltUft9P Systems EV. Y? ii DESCRIPTION: TE Association, Inc. i OLp a5-0es 7/27/1 PATE: p7/27/n 6355 N.W.34w s,. sie.sus.V,RCR'It4.aAROETL,.ncfffiM 3316 _ Phone:(so5)s7r-.1530_F.. (3o5)871-1531 426$ Westroads Drive �' DRAWING No S/ ....•' G\ L11 a mal:UttenOaol.00m West Palm Beach, FL 33407 3 ONAL 1t' E8- 00719 17-1.07 _•"•�IrIIIIII Fa) WALTER A TILUT Jr:.P.E. 4 FLORIDA U.1 44167 5 - .SHEET P.E. SEAL/SIGNATURE/DATE 6. 9 OF 20 " x - FOUt2E0 CONCRETE POURED CONCRETE f OURED CONCRETE rt POURED CONCRETE OR �.� %' V / OR CONCRETE !�. OR CONCRETE �.� OR CONCRETE REQUIRED BLOCK WAIL {{% j BLOCK WALL REQUIRED t./ ^'t(�� BLOCK VIfLLL REQUIRED '�"— {� BLOCK WALL REQUIRED . � EXISTING GLASS J` EM11NG GLASS - EX1SnNG GLASS i } 'r r (• s 2 MIN. ` EXISTING GLASfr. CONCRETE ANCHOR" i /^ -,, t` t J= .W 7 ' ��? ® 1fi O.C. ,=�_.1_....__ I�Jj f� • iAiiSM.NIPN .-`µf f(�• '�•rr'' -.< / -}{`L. 2"MIN., w / ;.' :''= TO WSS(SEE p UN.SEPARATION JAN.SEPARATION SCHEDULE ON SHEET f TO GLASS i MLN.SkY.fRAIiOtJ .�I� it FOR&ADE"OAND I �` (6� i f i TO MASS(SEE 17 £r? EQ t' To GLASS S E J 1 BLADE O 1', r iI /.� _�' StxffD111.E ON SHEET 1/16 x3"MAX. ` CM SHEET 19 RR � ` ,'f ,f SCHEDULE D SHEET II FOR DIADEM" (6063-T6)CONT.�� " BLADES 01&l(� � ON SHEET 19 TOR. _ 11 FOR MADE ;/ANP ON SHEET 19 FOR ALUM.CLOSER _ 1 tI2" ON SHEET 19 Ft'Ni (LOCATE AT OLAl15(I)& 2 ` , "' & TT� C BLAl1E55 1C7,&Q9) ETTN R SIDE ( PLATE.ER SIDE 1! 4F ) ! AT EITHER SIDE MIN I ®) 1t2"MIN. '"-"-" of - I �.USE 1.OR 2'MAX. I #i0x1t2"S:M.S: .APPLICABLE).2•x1/a"XO'-2" ----- IS #1OXI 216S.O.C. e' i' ® 16"0 ,a ALUMINUM CUP ANGLE -^^- ^7' (6063-T6 ALLOY)AT MIOHEIGHT --^ 4 (1)l 100/2`sAcs.Topa 4 I (2)1/4•IP TAPCONCNDRS TO i WALL AT t'q.C. (LOCATE AT SEE DETAIL X FOR] SIDE CONNECTION ( OR EITHER SIDE OF(�) ) OR t OR SEE DETAIL X FOR j ()R �� TO TRACKS SEE OETA L X F m�m 6( •(7 0®'10•�� SIDE CONNECTION ® ©•Od® 10��°i SIDE CONNECTION 4 0:6 7-8'm lO.•i °' 1Q:TRACKS a a b•-8 -t .�ai /i�0 �'"�• uul�J• y" TO TRACKS 1�O•�a�•. 3� J•�,f.. tO-Q "' 10•'®^'®•l+':J"�•®°" \;,i•�'��"©•\;1•�" - 6.e0•.0-60.07.0- ®•fl•da0=0•��' dO �„p.�7,,�;; �•��C3•�O'Cfi� 6 e• END CONNECTION.DETAIL(D END_ CONNECTION Dg__AIL END CONNECTION DETAIL Q END CONNECTIO�DETAIL 4Q -POURED CONCRETE OR EXISTING •i REQUIRED ONLY FOR SPANS GREATER THAN 12•-0• � � .}-� CONCRETE BLOCK YTALL q `•-i �T- '. ' �EXISRNG DLASS. J! - i't REQUIRED GLASS MM.SEJ''ARAn6d, } #Ipo/2 S:M.5C":. �(�y�,, .�. •� C TO GLASS(SEF .` / 16 -0.`G MALL SEPARATION 1 t/ �1r_ ���- �ORaOROR. SCHEDULE ON SFEE1 � ,+' - 50 MASS(SEE I/ � .._..______ LL FOR RADE OAt.D CONCRETE f' t/2'MIN_ 1 1 E ON s -- - - ON SHEET 19.FOR ANCHOR dP 1. - F------ ___ ) OR 1,3 OR'I oR'I NCN'CHOR>_ 'r .� BODES Q&'Q 12'Q.C." % ;Eo' 1 5- O&4 4 ---- - GRIP I 16• _,V.t1j"ll , _- 4 as r E' ";. E 6 OR@OR@ORi'2•MIN, f ♦ SEE LIMITATIONS OF USEFOR ����1.i�'2'MIN. . � OR 1 OR) ;.51 ' SM(90N ON SHEET 194ROOR rr:j 1 OR PLAN DETAIL POURED CONCRETE OR - Q��U6•Q_(�..10•®41 - : a�•�©•(�„ END INSTALLATION CONCRETE BLOCK WALL ' 1pw G 7 an 5 7 REQUIRED 0-0—@J O'(D,@ HV BLi UE OR-19 ®•O ��©� �� Bol 6«6. NY. WINDOW BLADE INTO �, 6 a )' ? �'� !a" CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL C O L(9) FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone 1 -' - 02017 EASTERN METAL.SUPPLY. INC. ++'i 'Q CEPJ ✓ 02017 TLLTECO.INC. �F''•. ' BERTHA STM A h ccordion Shutter System 71 3 L V PNC;• N r wA■ HV. 6l-4m/f1 w/Onw/o KV.WINDOW MADE. * SMGREV. cscrPToeAT8FICan DATE DRAW4 By. LC. } :` TILLIT TESTING"& ENGINEERING COMPANY+ Associa#ion,. inc. 1 OLD 15-085 7/27/1 DATe 07/27/17 b F 0 as}s xw:uth.SL.71 A¢}.to rox:(305}:1-1 oA cifa Phone:(30})671-:5.30.FaX:(30})971-i}}i t Pol we each,s Drive 2 DRAWING Na �,QL�'��'"���+1�L1� 8_�e�o"Daao07is Moa, West Palm Beach, FL 33407 3 17-107 �7"-.��7 �'r,•.�' �T•Itit WALTER A.TILUT J,P.E. 4 P.E. SEAL/SIGNATURE/(?ATE FORMA ua!4X16ti a SHEET of 20 SCHEDULE #1 aQUEDULE #2 MAXIMUM SHUTTER SPAN 'L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*1+' INSTALLATION LEGEND `—NOTES: (ft.). FOR INSTALLATIONS W/ OR %-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS — CENTERMAJES @&@ Or( or INSTALLATIONS W/ yy CONCRETE 8c WOOD (t) L+ MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE:H,V. LOCK or or or & W1 ONE HV LOCKS MANSORY POSITIVE A:SO DESIGN PRESSURE RATING. HO LOCK (a W/ NO LOCKING RODS. or ONE NV LOCK or or` L- MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERHIA 28 29 W/ ONE W/ NO LOCKING RODS CR W/ N4.LOCKING WALL A. B, C. D.E. M, N, 0, P, 0, AS.D. DESIGN PRESSURE RATING. �ry"T" LOCK 34 W TWO LO NG .(SEE-NOTES t,ff) ODS MOUNTING F, K& L R;S, &.V- '�;,,F W/TWO FOR MOUNTING Qt - (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 yTrO��P�GI & BOTTOM f(SEE /� CONCRETE&WOOD SHEET 7) FLOOR/CEIUNG' G. H. 1, It. J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CaNC WE 3c MO INSTALLATIONS V MOUNTING MUODr urvutnm CONCREtE & )d LIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, �11.D SIGN wsn oESCN INSTALLATIONS - ASA.DE.PCH INSTALLATIONS - DETERMINE MAXIMUM SPAN'L+'FROM SCHEDU E RAM SE WALL MOUNTING FLOOR/ 'UNG PRESSURE WALL MOUNTING PRESSURE FL06R 0WNG M57ff 0 MOUNTING a,.rum & RAtWa I OR GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, t WSJ) �" •>) FLOOR/CUING MOUNTING _ {.on�I FLOOR-uL:MOUemNc - DETERMINE MAXIMUM SPAN"L-"FROM SCHEDULE T4 0), L-(ft) L.+ (ft) L"(R) L+ (i1) A-(to :L+ tt4 t.-(R): 6 MAXItaUM SHUTTER SPAN"L+"OR"C FOR 30 4R LE 16'-0' 16'-0' 16-0' 16'-O' 30 16'+0" 16'-0" 30 16' 0' tfi-0" INSTALLATIONS INTO WOOD SHALL BE UM RED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 74'-10' .14'-70" 75'-2' 16'-O" 35 14'-10" i4'-10" 35 15'-2" TES'-1D' 105 psL A.S.D.DESIGN PRESSURE RATING. fAltiiMUM DETERMINED SPAR BETWEEN L+"AND k4 15-10" 13'-i0' 14'-2" t5'-2` 40 13'-10 13'-10" 40' td'-2' 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR AS 14'-3" 45 13'-t' 13'-1` 45 13'-4' 14'-3` t HV CORNER CENTERMATE®3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" k12'-6" 12'-8' 13'-7" 50 12'-5" 12'-5' 50 12'-3' MOUNTING iNSTALU1TtONS LOCKING SPECIFICATIONS Yt/ FLOOR/CEILING MOUNTINGS; SHALL BE AS INDICATED ON MANDATORY CONDITION f(2 55 I1'^1D 12'-I' 12'-17` 55 11'-10' 11'-10" 55 11'-1' 11'-11' FOR A GIVEN pO51TNE A.S.D. DESIGN PRESSURE - NOTE 1Q5,SHEET 5.. FtAT4NG;60 tt'-4'. :1P-7' 12'-4' 60 77'-4' it'-4` 60 10'-2' 10'-11'10" 11'-1" 11'-11' 65 10'_]0" 10'-10" fi5 9'-5' IQ'-1 - DETERMINE:70 W-4' 9-4' Lt+=MAX:,SPAN FOR'WALL MOUNTING INSFALLA.TIONS. 70 10-6' 10'-9' - N'-5' 70 10'-6' 1O'-6 L2+= MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-.1' 14'-4' 17'-1' 75.... 10'-1' 10'-1" 75 8'.-9' " tFxCEP.T THAT MAXIMUM SHUTTER INSTALIATIOtJS. B0. 9"-10' - 10'-0' 10'-9" BO 4'-S0' 9'-14' SPAN-"L.+'OR'L-'AMD MAXIMUM A.S.D.DESiNG FOR A CNEN NCCATVE AS.D. DESIGN.PRESSURE 85 9'-6' 9-69'-9' 10'-5' 85 9"-6' 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 W-3` 9'-3' 9'-5' t4'-1' 90 9'-3' 9'-3' OR CONCRETE BLOCK SHALL BE UMrtED AS FOLLOWS*. DETERMINE: T- CONNECTIONS TO KEYSTONE MOUNTING LI-4. MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9" 9'-2' W-10" 95 9'=0' 1 8'-9" LIMITED TO +64,-72 p.s.f,AND 8'-0"SPAN, SEE L2-=MAX.SPAN FOR'FLOOR/CEILING MOUNTING. 100 W-9' 8'-4" 9'-4" 9'-T 100 8'-9' W-4" MOUNTING,MOON SHEET 7',. INSTALLATIONS. 905. e'-7- T-11" a'-s' 9'-4- 105 W-7" 7'-11 .110 �. 8'-4' T-T a'-T 9'-2' 1X0 8`-4' 7'-7' t]I.AL MAXIMUM ALLOWABLE SPAN L,EQUAL.TO THE. 115 - 8'-2' 7'-3" 8'-4- 8'-11" 115 8'-2" 7'-3" SEPARATION TO GLASS SCHEDULE 1'�HED (i E MINIMUM BETWEEN.'Li+". "Lz "Li-^•AND •L2-• 120 a'-0",. 6'-11` 8'-2' 8'-9' 120 6--0- V-11" SEPARATION t v GLASS J1✓F7 tJ 1.,I_ (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-1a' 6'-8" 8'-a' W_5"- 125 7-10' 6'-6" ALLOWABLE SPAN AND NEGATIVE ASID.DESIGN j3p T-e' 6'-5" 7-10" 8'-i' 130 7'-8' 6'-5" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' T-9' V'-9' 135 T-7' 6'-2" MINIMUM SPACING. 140 r-5' s-1r 7'-7"" 7'-S" 140 7-5` 5'-u` ASTM E-1996 SEPARATION, 145 7'-3" . S'-9' 7'-5' 7'-3- 1445. 7'-3" ... V-9" !O GLASS 150 T-2' .5'-7" V-4'_ :7'=0' 150. 7'-2'. V-7". 15_5 7'-0' - 5'-5' 7'-2' V-4' 155.150 .—7'-2- 5'-5' 1 THRU: ; 166 6'-tt' ,.5`-2' 7'-1` - a'-7' 160 6'-1t' 5'-2' 165 6'-t0' W-i' 7'-0" W-4- - 165, 6'-10' S-1"' 170 6'-9' 4"-11' 6-11' 6'-2' 170 6'-9' 4'-11' 175 6'-7- d-9' W-9' 6'-0" 175 6'-7' 4'-g* 160 6'-6" 4'-8' 6'-8' S'-10" 180 6'-b• 4'-e' �( J HV BLADE 185 W-5' 4'-6` 6'-Y 5'-B' 185 6'-5' 4'-6' _ 19D 6'-4" S'_5" W-6' W-6" 190 `6'-4' 4'-5" 195 .6'-3' ,4'-3" 6'-5' 5-S' - 195. 6"-3' 4'-3" 6'-4' S'-3'.. 200 -6'-2' ..4'-2" 2Q5 6'-1 4'-1` 6'-3' S'-i' 205 6'-1 !N. "'-�. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1.`,. �� m2o17 nL7EC0,INC. Gi 2017 EASTERN,METAL SUPPLY, INC.. �cEn►s * '- BERTHA HVTM Accordion Shutter Sy stem f7i LE�C�VatGA■ t ■ r HV. BLADE#1'W/OR W/0 KV w INM WIDE y� * American Shutter Systems. TILLIT TESTING & ENGINEERING COMPANY ) LV•R ocsORlartOR DATE DRAWN IIr:MLO:Y LG Associations nC. 1 OLD 15-085 D7 27/1 LIME: 07/27/1-7 v 4• wss aw 3s St..Ste.Sas.wtaNA GAitct2,s,nate.3a 4268 Westroods Drive 2 Fhnne:(-'05)871-1530.Fox:(305)t171-imt DRAWING No \ d� e-�a,01-0-L.— West Palm Beach, FL 33407 3 S d �y EB-0006719 + 17-107 vfQE� ttit �`v rr WALTER A TILUt Jr,P:E tYni,.. r FLORIDA Lic-If 44167 5' ..SHEET P.E. 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QCMOngptp®�aQ M�nQ Mm��ag11®pl11 �O®d®Mnil�aqg �i��i®iopQp��� pQp��Qp�iCMi��pQpao��RiMiRLMidaaiOpgpapmpM3-•MRC!= o1=1i�ilm 60M1iMiQdQa1i�QMiQnaQgOn�ga®Qp QMriQ1�Qp AanQ®®nq�l7RFaImEm M RLM®nnnnpaplpplOM WISSIaOQnaaaga m�'MnaaMENS L IMMIZI iagaM7MDMKS=====p ' 0 � 8= s=12112101121= 1 ��pQQ =121120"=121120121=121220" EDICIACRINISCOICS �n OO�p121 mmm a��pq � DO �pIm�RaM iO�QMCM ®OaQaQRi�gMiMaaga�-q®IaM+71�M�APD7 �? la��®QMCME]l3ingaaQQMMOMF1lMCMOMGIMP�ReM ..11U-1t; t c �I r w o rr .o AUM ANCHOR• SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES a.$Q ltd SE LF PRESSCINE RNFING MD A CORITESPONDING MQMNG TYPE fog CONCRETE OR.CON,RETE BI TICK INSFALL4TION5 (SEE MOUNTINGS E G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS.FOLLOWS: POURED OON173k'1E.BLAtt( POURED am== - (A) TO EXISTING POURED CONCRETE:.(Min.Pc-3Iasi) IA+tta i @WALL SILL,MOUNTING @'CEILING MOUNTING L:l FLOOR-MOUNTING - 1/4.0'TAPCON OR TAPCON WTH.ADVANCED THREADFORM TECHHNOL06Y ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX..(M•..Vo=3..Tcl) �� ANCHOR spA(SNG LEI_FATD'. - 1/4.0 x 3/4'ALL POINTS SOLID-SEr ANCHORS,AS,DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, (Min.VC m 3,tai) (ft) Or9GN NEGl11AE f1655iIPE PALING pRF33URE.R,ITWO 1EGLTK ILONO. -1/4"0 BLUE TAP CONCRETE'ANCHORS W/CAP AS MANUFACTURED BY FLORIDA.FASIE74ER'S DIRECT.INC.(Min.r'c 2 kal) 3C 40 60 5 80 720 160 205:30. W 60 75 OC t20 MGC 205 30140160 75 90 120 160 205 TAPCON OR- - T./4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC„AND DISTRIBUTED'SY ALL POINTS SCREW,SOLT&SPECIALTY TAPCON WITH ADVANCED. COMPANY OR ANY OTHER APPROVED LICENSED OR'AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION;INC. 14 12 10 a :, a '6 55 N' 12 to 9 e 8 6. .6 14 A to 9 a. a 6 6 THREADFORM TECHNOLOGY (Min.Fo m 3 W). 37-T 14 12':10 +9 8'.8' a '6 t4, 12 T.0 4 8 8 6.'S 14 12. to 9 a a .6 8 ALL POINTS SOUR-SET (1R.LESS 14 t2 10 9 0 :8. 6 6 ;14 12 f0 8 a 8 6' 6 '14 12 10 9 0 -8 8 5 .BLUE TAP W/CAP HATES: 14'. 12'.10 9 "6 e 6 7 14 12 '10 9 8 a '6 6 14 12' 10 9 8 .8 6 "0 TAPPER+ AT)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR.TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 81 7 55 3.5 14 12' 10 0 B 8 6- 6 14 :12 10 9 8 8 6 5 ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS is 1 1/2". '4•^0" 1+ '12 10 9 a $...6 9" 14 12 10 9 8- 8 6 6 14 12 10 9 8 '8 6 55: 14 12 10 9".8,-8 6 4 14 12 10 s 8 8 6 4S'. 14.-12. 10 9 & 6 s 38 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS sOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 9. 0 .13 6 4.5 14 12 10 9 8 8 6 '5.S .14 12 10 '9 0 9 5 4.5 INTO 5TUCC0 SHALL BE PERMITTED. 1/4*0-20 Sb.MACHINE SCREW USED:SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 1+ 12 1019 7.5 55 3.5 - 14 12 10 9- 8 8 6 5 14 12 10 9 8 7 55 4. •sEE : VSE tT� EXIST,.AND t"MINIMUM FOR WALLS WITH NO MUCCO. 14 12 10 9 8 $ 6' 6 14..-12 10 9 8 $ _6 15 14 12 10 9 a 6 6 45. 011 59 1 t9 9_p. 14 7 2 101.9 9.'. :0 7 4-. 14. 12 10 9 8 a5 :5'3S 14 12 -10 8 65 5 3.5 3 - A3).IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WAS OR FLOOR, -14 12 10. 4 8: 7b 4.5 - 14':12 10 9 '8 8. 6 4.5 14 12. 10- 9 8 6 4.5 .75 ANCHORS SHAH BE LONG ENOUGH:To REACH THE MAIN STRUCTURE BEHIND-SAID WALL FINISHES,ANCHORAGE'SHALL BE AS INDICATED ON -.14 .12 9.5 75 6.5 4_5' 14 12 10 9 U'75 5.5 4 14 12 10 9 8 '6 4&3.5 NOTES A.1)&A2)ABOVE FOR INSTALLATIONS ON VINYI.'SIDING OR EIFS-'WIIH,OR WITHOUT METAL STUDS CONSULT THIS ENGINEER..FOR 6'-.0' :14 12 10195 H 8 6. - 14 92 70- 9 8 0 6 5 14. 12,. 10 9 �8 6S' 5. 35 INSTALLATION INTO.0FS WITH METAL STUDS SEE SHEET 2D: X14 12 10 '9 75 55 3: t+ 12 10 8.6 7 5.5' + 3 14 12 8 8.5 a5 4 3 - 14 't2 10".9' 0 6 - - 14 72 t0 4 .$ 6.5 5 X. 1 4'12" 14:8S $ 5 4. (8) TO EXISIWC CONCRETE BLOCK:(A51M C-90) 14 12 H-6.5-.5.5 3 .-: 14.'12 t0 9 8 4S 4:5.3.5. 14 T.2. f0 a 7 5, 3_5 3 - 1141E TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS:MANUFACTURED TTY I.T.W.BUILDEX. 14 12 to B H e - - 14 12 10 9 8 7 5 + 14' 'til .10 9 75 a5. 4 3 - 1/4'0 x 3/4*ALL POINTS SOLID-SEC ANCHORS.'AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, T.4. 12 10:H a5 4 -14 12 s-79 a. 45 3.5: 14 12 7 9 4.5 3S' 4 -' - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLOWDA FASTENERS DIRECT,INC. ` 14 12..10.8.5 7 4:.- - 14 12 '70 9 75 5.5 [4 14 12:,9 7 7b 7.5 - - 1/4"0 TAPPER+ANCHORS AS•MANUFACTURED BY POWERS'FASTENERS„INC.,AND,DISTRIBUTED'BY ALL POINTS SCREW, BOLT&SPECIALTY 14 it 7 S.S.45 + 14' t2 't0 9 ?S.aS 4 'i+ :12.:9 7 4'4S 3- COMPANY DR ANY OTHER APPRCA/0 LICENSED:OR AUTHORIZED VENDOR REGISTERED WON THE AMERICAN-SHUTTER SYSTEMS ASSOCtATION.INC. 14 '12. 10' 9 a 6:5. - _'14 12 10; B' 8 6 '4 14. 12' 10 8 85: 5. 3S - NOTES: 14 t2'85 7- 5.5 3 - 14 12 ,8 13 55 4 3 2.5 93 6 5 4. 3 - - at)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPODN,BLUE TAP-W/CAP ANCHORS AND TAPPER+ANCHORS-iS 1 lf4'AND TAPCON 14 12 9417.51 6 - - - 14 12,9.5 8 85 5' 14 12.. 8 6 a5 4 - - .WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 13 95 a5. 5 3.5- - - 14 12 10 a 65 S /4 't2 'B a5 5 4 - g.-p. t+ t2 t0 9 8,- - - T4 12 T.0 s 7.5.4.5 - -.14.:12 8S 7 I S5 4 - - 6.2)MINIMUM EMBEDMENT OF if4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS.SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE.BLOCK.NO 14 11:5 75 6 4 - - - 14 11 7 6_5 5 3.5 - 11 8 3975 3.5. - -. - EMBEDMENT-INTO STUCCO.SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED.SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO t4 12 8 65 4,5: - - 14 12 BLS 7 S.5 4 - - '14 OS 7 5b '6 4.5 - - EXIST.AND i"MINIMUM FOR WALLS WITH NO STUCCO. 15 0-5 55 4 =• - - 14 12 9. J 6 45 - 14 It 7 55 45 35 70'-0' 14 t2 f0 9 7.5 - - - 14. 12 10 8 6.5 5 - -: 14 12 8 6 a 4 - - 8.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 10S 7 5.3S - - - 13 95 6:5. 5 4 3 - t0 7S -S 4. 3 ANCHORS SHALL BE LONG ENOUGH TO REACH'THE MAN STRUCTURE BEHIND SAID WALL.FINISHES.ANCHORAGE SHAtt BE AS INDICATED ON 14 11 7.5 65 - - 14 115-9 a S. 4 - 25 95 6. 5 4 4 - - 'NOTES,8.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT MEIAL STUDS CONSULT THIS ENGINEER 103 8 5. - - 14 12 8 6.5 " 4 - 13 10 65: 5 4. 3 - - FOR INSTALLATION IWO EFS'WITH METAL STUDS SEE SHEET 20. -O. 14 12 10 - - '14 42 9 7 _9. 45 - 14'10.5..7 55 4S 3.S' - - (C) ANC14ORS.SHALL BE:INSTALLED rOLLO'MNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS'OF THE ANCHORS MANUFACTURER. I25 95 S_ - 12 9 6 45 4 3 - - :9 7 4S 35 3 - - 14 to 7 - - - - 14 05 7 5.5 43- - - - 11.5 83'5b 45 75 - - - (D) SEE SCHEDULE'BELOW FOR EDGE DISTANCE(ED.)'VERSUS.SPACING RELATIONSHIP FOR ANCHORS. 93 7 45 + - - - 14 11.5 7.5 .6' 6" - - - 12 9 .6 4.5 4 - - - T.2•-0" a Y2..10 - - - _ 14 12 8 65`55 - - 13 10.65 5 4' - - - EDGE DISTANCE VERSUS SPACING-SCHEDULEOR ANCHORS. .. I15 85 45 - - - - 11 B 5.5 4 3.5 - - '- 8 6. "4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE NAUD FOR EDGE DISTANCES,INOIPJ4E0 BELOW.FOR E.D:.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 95.9 :- - -. - '13 95 &5 9 4 - - 0:5 9 .S 4 - - - 8Y MUUIPLYING SPACING'.SHOWN ON:SCHEDULE BY INE FOLLOWING FACTOR-'- 13S a 85 - 14 05 7 5.5 4S - - - 71 8.8 5S 4.5 3S - - - REDUCED SPACING OBTAINED USING FACTOR SHAD.NOT BE t£55 THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. t3'-D' t+ 12 - - - t4 tt5 iS e 5 - 12 s e +5 + - - - FACTOR 5I.5 B - - - - -10 7.5 . 70 3 - 1.5 5.S i 3 - - AMAL EDGE TAPCOrf .ALL.POINT SdLID SET'(3t;UE TAP W/CAP 125 6.9 - - - - -- 12 9 6 4.5 4 - -:9.5 7 5 4 -• - OtCTANCE TNREAOFORM TECHNOLOGY IK SPA NG 13 a.5 8.5 5 - - -- 05 7.5 5 4 - - - V BLED -QR SPACING>a 3' MIN.SPACING m 3T MIN.SPACING-3 1/2' MIN.:SPACING 3' 3 3/4' 4' 14y0• 14 12 - - - - - 14 103 T &S: - _ - 91 8.5 55 43 - - _ ry POURED CONCRETE& POURED 00NETE CFZE'TE A POURED CONCRETE& 10 7S _ _ _ _ a 7 4.5 33 - - 7 5 35 3, - BLADE E TIXFED ariaF.TE CDtX74:TE S CCK POIPFD u.7cTstE g1r2PETE aoac 8. - - - " ST 1 5,5 45 - - - -. 9 65 4.5..- - - - V �1dN TE ODs CK ICN..1:01+3 t/e TAH.E0..2 IJT C14.�ED.«3 Ijr t.00N CONCRETE81OCK' Y13 EO..3 I/r UK£.Lt.2 Mfr 12 9 8 - - - - - B.5-7 4S, - - - - 3' 1 A 0.90 1.0 0.96 1.0 0.84. 1.0 /4 - --. - - ` - 35 10' 6S - - 10.5 e 5. - - - - -. BLADE WORKING. z t/2' - - o.6t__ t.p - 0.67 1.0 8 _ _ _ _ BS 6.5 4 _..- - _ B,5'--5 3 - - - - - - _ - to:a.a s - 6 6 4 �� U�iiSQN 2• 0.7t - - Dst to - - -' - - - - -- a5. - - - - - '9. 6.5 43. 7 3/4' - '0.61 - _ - - 0.43. 1a - _ - 12 5 9S' 6 _ . _ 16 45 3 t t/2 038 - 16,_0..$ - - - - - 8 6 4 - - - - 9.5 - 9S 7 5 - - - - 8 6 + - - FLORIDA BUILDING CODE High Vehicity Hurricane 4iiii�``� •, /� �'�� a2ot7 71LTEC0,INC. - .... -.: 02017 EASTERN.METAL SUPPLY,'.INC. Zone, BERTHA H.WIM Wo tL E G O IMG. �E. ■� �■ Accordion Shutter System ^. H.V..01AOE 1 W/OR W/0'H.V WWIMCW BLAnE. S ' Amei scan Shuffer 5 stems ° Q 1� 7TLLtT TESTING.k ENGINEERING COMPANY y EY•H DEsc16P1wR DATE sr Lc_ TA��f .• ": 6355 N.W..i6a.se.51>306.WarArAA eARoas.n.6woA 331611A99aCi0fIOTl1 Inc. 1 OLD is-0B5 7/z7/I OATS 07/29/i7 4268 Westroads Drive 2. .P �."Ipi Ph*-:(309}871-1530.To.:(30.5)871-1531 DRAWING N0 -A *`, *-man:t0tmo0cot:com West Palm Beach, FL 33407 s. i 7�107 V$/ ••..... t4 WALTER A.1SCU71Jr.P.E. 4 t 7Ir FWRIOA Up/44167 5 SHEET P.E.S ATbV DATE 6 13 OF'20 ES ,NEGATIVE , SHR A SHUTTER SPAN; A D DESIGN P � MRNNFER . -OCK INS'r I t MONS. (SEE 187UNDNGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED CONS COtRCRE18 BLOCK ANCHORS SPACING LEGEND .R NICK OVER& t'IRf3iCN QRNNGUARD MOUNTING QWALL/FLOOR MOUNTING. (g WALL/W-OYER MOUNTING _ TAPCON OR ram ur -- CmU.E FakSSUPE.F.vwG W kso..otSla+hram,caFRiNEium�G XL MM 9EDOW FRWRE nnnNG' Dinar NEGARK MMM R4m+c'(wl TAPCON WITH ADVANCED 7A 40..60 75 90 It- 1160 160 205 30 40 60 �75 9p 120 160 20.5 3tl'40 X60 75 90 720 160 2p5 3p sO 60 75 80 120 160 205 THREADFORM TECHNOLOGY 14 12 10 a 8 8 6 12 '12 12 12.-12. 1.5 .5 7 7 7 7 1 7 7 55 5 5 5 5 5 5 9 ALL POINTS SOLID-SET 3,-0. 14 12' t0 9 $ 8 6 e.12 12 t2 12 12 t2 9S 7 .7 7 7 7 7 7 7 7 -5 5 .5. 5 S- 5 5 S OR LESS 14 12 10 4 $ 8 6 8 12 12 12 12 OS 8 6 45 7 7' 7 :Y 7 7 7 6.5. 5" 5 5 5 5 -5 5 5 BLUE TAP 14 12 M s a 6 s 6 12 12 I2 12 12 20 7S $ ? 7 7 7 J 7 T 7- 5 58" 5 5 s 5 .5, TA¢PER4• 14 12 10 1 9 0 8 6 :6. 12 12 12 12 II.S 8.5 8S 5 7 7 '7 7 7 7 53 4 '5 5 5 S S 5 8 4 - 4,-0. 14 12 10 9 8 8 6 6 12 12 '12 12 12 9.S 7;5b 7 7 7 7 7 7 7 7 S 5 S 5 S 5 3 5 14 '12 "t0 0 6 8 6 0 12 12 12 9.5 6 6 4.5 3.5 7 7 7 7 1 1 6.S 5 .5 5 '6 5 5 5 5 S 14 '12:10 9 '6 8' 6 '6 12 12 12 12'10 75 6:6: 4 7 7 7 7 7 7 7 a.5 S. S 5 S.'6 3 .5 -5 i4 t2. to '9 9. ..e 'e' 6 12 12 12 7.1. 9 .T- 5" 4 7 -7 7 7 '7. 5,5 -,4 3 5- 5" 5 5. A 5' 4- 3_ 5,_0.14 12 10 9 8 8 :6 fi- 12 12 12 12 :10 7.5 5.S i 7 7 7 T 7"'.7 7 3 .5 S 5 '.5 5 S':5 5 74. 12 -1 0 9 9 6 6 6 12.12 82 83 8 85 4.6' 7' 7 .) 7. 7 7 'S 3S 5 5 5' 5 5 5 5. -4 7 7 7 T 7 7. 5 5 5-:5 4_ [SPEC SEE ANCHOR 14 '.12 10 9 8 8. 6 8 12-12 1S 9 7S 5.5. 4 3 7 7 7 7 7 4s'.JS - 5 5' 5 5 5 4.5 15 IFICATIONS0 9 8 8 6 6 12 12 12 t0- 8 6 4S 3.5 7 7' 7 7 7 7 7 7 s 5 5 S 55 'S 5 N SHEEP 13 14. t2 10 9 a 6 6 .6 12 12 11 6. 5 4. 3 7 7 7 7 7 5.5 4 5 5 5' 5 5 S 4 3 14 S2 10 9 8 8 6 '8 12 12 10 8 es S 75 - 1 7 '7 7 7 6 4.5 -� 5 3 S I 5 4.5 - 14 12 70 9 8 $ 6 6 12 12 10 8 6.5 5'3.5. ^ 7 7' 7 Ss 5.5 4 - - S 5 b S 5 4 3 - '7.-�. 14 t2'fD 9 6 6 6 6 12 12 t2 &S 7 S 4. J 7 7 7. 7 7 7 7 6. 5 5 5 5 5:5 14 12- 10 -9: 8 8"-' 6 6:t2 t0 6S 5 48 3 - - 7 7 7' 7 6,5, 5 J - 5 5 -5:3S 3 14 12 10 '.9 $ 8 :6 6 12 12' 8S' 7 55' 4 - T 7. 7 ':7 7. 5 ^ - -S 5 5 5 5 5 4 0 VALID ONLY FOR UP TO +70, -75 " 14 i2 't0. 9 6 8 �6 - 12 12 85 7 5S # 3. 7 7 7 SS 4.S 3 - :5 5. s a 4S.A .- PSF AS.D DESIGN PRESSURE 14 12, 10 9 $ b': 6 - 12 _ 05 7S a 4S 3s -. 7 7 7 7 7. 7 7 4 5 S s 5- s' s 5.. 5 RATING & FOR SPANS PER 14 12 10. 9 8 8' 6 - 12 9 6 4S 4, J - .7 7 7- 7 55 4 - - 5' S 5 5' 5 4 S SCHEDULE 3. SHEET 1') [14 12. 40 9 $ 8- .6 12 tt 7.8. $ 5 75 - -7 7 7 Tb 6 43 - - "5 B5 5 '5 5 4.5 - 12 10, 9 a 8 - - 12 13 7s 6 .5. 34 - 7 7 OS 3 4 - - - 5 5 5. 5 4 3 - 9'-0•' 12 SO 9 a s - - 12 t2 9.5 &S 55..4. 3 - 7 7 7 7 7 7 6 3 S .5 5 5 5 5 S 5.. 12 10 P 8 8 10.510 5 4 3.5' - 7 7 �7 6 5 3.5 - 5 -5 5 8 S 4 J3 72 M 4 6 8 12 10 6.5. 5 4.5 - - 7 7' 7 &5 SS - - 5 5 5 9 5 4 12 t0. 9 a 8 - 12 05-7 5S 4:5 J.S = 7 7 5.5 4S-3S - - - 5":5 5"4S 3.5 - - 12 1'1 9.5 6. 5 3.S - - 7 7 7 7. 7 7 4:S - S. 5 5 5 5 5 5 4.5 12 M 9. 6 8 - $S 7 4S 33. 3 - - 7.-7 7-5.5.4,5 - 5 5 5 .S 4.9'3.5"'- - 12 9 e S 4 - - 7 7. 7 a":.5 - 5' 5 5 4.5 5 72 70 D: $ 8 - 72 8.4 6 S. 4 3 - 7. 7 5 .4 3 - - 5' 5" 5 .4 12 10- 9. 'a a - 12 10. 7 S.5 45 35 = - 7_7 7 7_ 7 7 3.5 5 5 5 5 5 5 5 4 t�''�) 14 12 10 9 8 8 - 11 65 4 4 J - 7 7 6 . 4 - - 5 5 5 S . 3 - _ HV LAV E ONLY. 14 12 10 9 B 8 - 11 8 $5 4 - - 7 7 7 5.5 45 - - 3 S 8 5 4S - 14 12 t0 9 6 - - - 1.5 63 5.5145 SS - - 7 7 4.5 3.5 - - - 5 5-4.5 3s 3 - _ 12^O"14 12 10" 9 8 - - i2 9.5 6.515 4 3 - - 7 7 7 7 ? 5 3 - 5 S 5 5 '5 S 4:5°3S 14 12 10 9 6 8 6 4 3 7 7 5S 4s &S - - J4.5 A5 4 3 14 12 I0: 9 8 �' 10 7,5 5 4 - 7 7 6 'S - - .5 4- 44 72 i0 8 8 - - Os 8 5 4 3S: - �7.6.5 4S 3.5 - - - 3.5..3 - -: 13-0 74 12 }0 '.4 a- - - 15 e.5 6 kb 3s } -.7 7. 7 7 7'4.5 4,5 3.5 t4, 12.:10 9 8 7 5.5.3.5. 3 - 7 7'.;;'S 4 3 - - 4. 3 74 42 708 - - 9 7 4.5 ,75 - 7 7 5.5 4S - 4.5. 4' f08 .M 7.5 5 4: 3 - - 7 6 4 5 - 3.. - - - 10 9 - - - O5 6 5.5 4 3,5 - - 7 7 7 7 7 4 - 55 5 4 3 14' 12 10 9 - Z 5 3 - 7 7 5 3.5 - - - "4 - 14 t2 10 A $.5 &S 4 - - - - - 7 7 5 4 - - 4 - ^ 14 12 10 - 4 1 4.5 3s 3 7 5.5 3.5_ - - - - 5 5 33 3: - t5'-a'14 J2 10 - - - - 10 7.5 5 4 -3 - - - 77 7 7 .7 3S - E14 12 70. - 6 7 7 4S 3 - - 5 5 45 3S - - 14' -12 10 - R 6 4 - - - - 7 7 5. - - - 5� 5 5.. 4 - U -12 10 - - = 7.5S 3,5 - - - - 5. - 16^0"14 1210 '- - - - 9S 7 4S S:5', 3 - - 7 7. 7 7 G 3 '.5 5 5 "5 5 4.5 SS. -7 bS /4 12 10 ` 14 12 t0 .. - - - 7S.Ss .7s - - - - - 7 --/4 .; - - 5. .5' 43 - _ - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone C2017 TILTECO,INC. L�92017 EASTERN METAL SUPPLY, INC. ifAEP11g� .,4�9 4 BERTHA HVTM A S , A Accordion Shutter System g. ; �`�t. E C 0 i x c. r r ■ ■ Ii y BLADE.#� w/OR w/o I�v 1MNpOW 13I pLtE i /fJ�U AitterlCott Shutter Systems EV N nEsca7anoN o�iE p9avN er ce • TtLUT TESTING ffi ENGINEERING COMPANY Assoc�O#TOn, Inc. 1 OLA 15-085 7/27/1. DATE: 07/27/17 G' \ 6355 N.W.36th-.St.Sl 36S.VRoM DAMNS.FLORDA 3316 I.A. Phone:(305)871-1530 Fc (305)871-1531 4268 WeStroods Drive 2 DRAWING No ^ �1{,S. 1\4 c.mot 6Roco0ad coin West Palm Beach, "FL 33407 3 .1 /�-f .. ............. A+" . it%4 Efi-0006T19 4 t 7` V I rYi IL S CCI? WALTER A.nwT 1 P.E. s_' SHEET FLORIDA Un A 44167 P.E. sEQCf3tQttlAAfuRE/DATE 6. 14 OF 2n , MAXIMUM A S p DESIGN PRESSURE RA'T'ING SPONDING MAXIMUM ANCHOIR SP({f�! � (j2�,�f�HF�ULE FOR A CR;N MAX SHUTTER SPAN NEG ASD DESIGN PRESSURE RAIL TNG AND A CORRESPONDING MOUNTING TYPE . .. (SEE MOUNTINGS ON,SHEETS 16,& 17). t__J B _-_S;=F:z;Z A"t` FEE SO FR P NE:N0. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX 2 wl MIN.�ry GmO.55: FIR NORTH FIR SOUTH DOUGLAS FiR*W/ MIN. G=0.50 W/MIN.G=0:43 W/ MIN. G=0.36 PLYWOOD MNU.GWo.5p W/ W/ MiN. G=0.43 W/ MIN. G=0.36 YAlI1MUY - .. SPAN(0) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS Ai, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS '!PALL MOUNTINGS O.O. WALL MOUNTINGS 8.0, WALL MOUNTINGS 8,0. WALL MOUNTINGS W& X W& X W & X P & 0 -S&V S&v S&Y aLml�rvf cues Rsa rtuwEFasrvli Mnc�(F11 nmr r¢md ff1i9,FE rult m tE9A 14GL4E Ea1G{� uvnTESUPE.ITTS4A mTs f1�p OS3�_ x aRsslR e�ac� aa>t,twu eases tmc(� >73xa�x,I .mnvs rye ttsT+�mc Mut(p�rxo.usa Nth err anc(cn ' 30 401%60 75 90: 05 30 40 60 75 90 05_30-T-1. 60 75:90 05 30 4O BO 75 90 OS 30 40 60 75 96 05 30 40' 60 75 90 05 30 40 60 75..90 -05 30 40 60.J5 90 65 30 40 60 75 90 05 30 40 60 75.90 05 31-07 OR12 10110 9 -8 .8 6 6 6 fi 6''6 12 10 TO.9 8. .8 6 6 -6 6 6 6 12 10 109 8 8 .6 6 66 6 -.6 '6 5 44 4 3 12 12.1212 12 12 12 12 12 12 12 12.12 12 12 1712 12 4'-0' 12 TO: 10. 9 a- 8 6 6.6 6. '6 12 10 10 9 8 8�:6 6 6 e 6 6 12 10 10 9 8 e 16 6- 6 _6 6 6.6 5 4 4 a 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12' 10 10 9 8 8 6 6 6 6 6 55 12 10 10_9 8 -8 6 I 6 6 '6 5 12 TO 10'9 8 7 6, S 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12' 12 12 12 22 12 12 12 12 12 12 12 12 0.5 g'_p• 12 10 10 9 8 6.5.b 6. 6 6 5:5 4.5 12 10 10 9 8 5 6 6 8 .5 5 4.5.12 1O 10 9 6 3.5. 6 6 6 6 5 4.5 '6 5 4 4 3.5 - 12 12 12.12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7•_O' 22 10 10. 9' 65 4-6 6 '6 .5 4.5 4 12 10 10 9 5. 3 6 �6 6 5 4 3.5 12.10 10 ? .5- - 6 -9--6 :5, -4. 3.5 6 5 4 4 - 12 12.12 12 12 12 22 12 12 12 12 0. 12 12 12 0.5 8.5.7.5 8'-0' 12 10 10 7.5 4.5 3 6 6 1 6. 5 4 3.5 12 1D 10 6 3.5 - 6 6 5 .5 3.5 3'12 10 10'4 - - 6 6' S. S 3.5 3 6 5 �4 - - - 12 12 72 12 12 12 12�12 12 12 11 9.5 12' 12 1.5 6 7.5 6.5 12 10 .t0 5 35 ^- :6 6 5.5 .5 3.5: 3 1240 9t - 6 ,6 4.5 4 3 3 12 T0- 4 3 r - 6 '6 4.5 4 3 3 :5 5- 3.5- - - 12 12 12 12 12 0: 22 12 12. 1: 9;5'8.5 12. 12 10 8- 6.5:.5.5 12.10. Z5 4 - - -6- 6 5 4 '.3 12 10 '6 3 - 6. '6. 4 .5 3 -,12 10 3 - - - 6'6. 4. .8 3 >- 6 5 - - - - 12 12 .12 72 1.5 9:5 12 12: 12 0. 6.5`7.5 12 12 9- 7. 6 5 11'-0'.- 12. 10'5.5 - - - 6 6 4:5-^ - t2 10 4.5- - - b: 5.5 3.5- - - 12 TO - - 6 5.5: 4' - - - .6 5 - - - 12 12 12 12'10 &S 12 f2 12 9.5 8 7 72 t2;-8 .5 S.5 4.5 12 a� - - 6 6 4 - - 12 10 . ' . - 12 10 - - - - 6 5 3.5- - - '6 5. - - - 12 12. 12 1.59.5 8 1212li 8.5 7 6 12 1:57.5 6 5413'-0' 12 6 -6 12 IO - - - 6-4.5 - - - - 12.7.5' - - - - 6 4:5 - - - - 8 4:5. - - - 12 12- I2 10. 8.5.7.5 12 12 10 8 65 5.5 t2 0.S 7 5.5 4.5 414'-0'. 12 - 6 5.5 - - 127 ME 4:5 - - 12 7 - - - - .5 4.5 - - - - 6 3 - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 8 4.5 12 9.5:6.5 5 4315'-0' 12 -. 6 - - 12 - _ _ _ _ 12 _ _ _ _ 6 - _ ... O _ _ _ _ 12 12 77 4 7.5 5 22 22 8.5 76 4 12 9 6 5 4 - 16'-0' 12 - 6- - - - - - 12 - - 6 3 1.58:5 5.5 4-5 3.6 HV BLADE OR HV BLADE W/ HV WINDOW BLADE. WORKING 1N UNISON* •sT1 U AnoNs cF uSE FOR DIADE�, ON SHEET is t MOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLO WOOD SOFFIT SHALL BE AS FOLLOWS; 1 SUBSTRATE.SHALL CONSISr OF THE FOLLOMNG: -SOUTHERN PWE flo.2 W/G-M55(MMS) -1/4"O TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.OUILDEX W/MINIMUM 11MEDMEln AS INDICATED AT -DOUGLAS FIR 11/G-OM EACH SECTION ON SHEETS 16&17. -SPRUCE PINE RR NORTH W/0-0.43(N.O.S.) SiCEPItow SEE NOTE'2 BLOW. -SPRUCE PINE FIR SOUTH W/0-0.36(N.O.S.) -. -MIN.1/2-COX PLYWOOD(1986 APA), 2.ANCHORS TO HOLLOW CEILING PECIFI A N PER MOUNTING TYPE u.SHEET 17 AND StW.L GOttSEST'DF' LAS SCREAM AS PER NDS 2015 SPECIFICAfiOHS, 4.ANCHORS CUBE INSFAI,E.731.FOLLOWING ALL OF THE RECOMI+ENMtION§AND SPECTfiCA1tON9 OF THE RM FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone 2017 EASTERN METAL SUPPLY,INC. LiLLi�@�. ........... /J.'. ozon nLTEco,INC. •���rE t� 4/ 77RL7TE_7_70iN B ■Ri�Y�T A A Accordion Shutter System c. ■ H.v. ME#1 W1 OR W/0 KV.WINIOW R" TiLLIT TESTING'&ENGINEERING COMPANY American Shutter Systems CV.: DESCRIPTION DATE DRAv a 8r. I.C. j1 f Association, ino. a OLD 15-065 7/27!1 DAIS 07/27/17 ! B7.S5.N.W.36Th.St.Sa.705.WCC GARDENS.FLORCA 33T Q,p 13 4268 Westroods Drive 2 FNonc:(365)871-1530.Fo::(305)671-1531 DRAWING NO „M1 .stn ........... y it►L 0-al:u�;g.com West PGIm Beach, FL.33407 3 17-107 V/���t efi{ WALTER A.21LLR dr.Pf 4 L e' iLOROA UC.1 44167 5 SHEET, P.E. SE�Cf3 WA'IURE/DATE 6 15 0-. 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & 9 HV♦ BLADES AS APPLICABLE X. SHUTTER S + OR — EOR INSTAL 10N9 INTO WOOD WITH RV LAIDEM ONLY SHALL WALL'FINISH BE LIMITED JQ 105.0 Qsf, A.S.D., DESIGN PRESSURE RATING., SEE SHEEI 19 OR MAX 1/4"0 TAPCON ORA.S.D. SI N PRESSURE A T G FOR INSTALLATIONBLADE WORKING'G' ,- ISON. TAPCON WITH ADVANCED THREA.DFORM TECHNOLOGY 1 7 f4"0 TAFCON pR ` TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY } YI/1 1/2 ldin PENETRATION (`'."' THRE' ED AREA TO Iv Wf 7 if2'Mtn:PENETRATION AF THREADED AREA TO EX75T7NG Q I=SEPARATION Ir l E%15TiNG vim HEADER ..T ( J WOOD HEADER.(SEE SCHEDULE ON SHEET 15) t TO ClA4S 1 t + 1 OR ( / } \ (SEE SCHEDULE ON SHEET 15) ;'1 r�, t 7 .; �•- 1/4"0-20x3/4"S.S.MACHINE �_SO#TXAE ON 9iEL7 I ( l 1 t i j$Min. j =.CREWS Wf 1/4'-20 NUTS 11 RR RACE Q7N�S` p OR ,` t f w t2`o.O. A aN sEET 1s rDR EXISTING E etJUFS.(f)&� t +� o G4ASS-•.6 �• t i - 1. oR 1$ cam. FINSn/ - •t!J V-OPHpNAL WAIL r�FINISH Q MIN. _ _ , OR 9 r.4'WOOD �♦ i .' EXISTING.MIN. i I 1 _ z i HEADER REOUIRED 1 OR l'.'J' , 2'x4`'WOOD p .1 t {j't 1 i f'0 TAPCON OR.TAPCO14 WITH ADVANCED IL_ 6 HEADER REOUIRED { 1/2- EXISTING F MppL c,�ppppllON 1) I' p I, t 1 t 'THREADFORM TECHNOLOGY W/1 1/2' GLASS--j TD'0'Ass{cam MIN.SEPARA1tpN TO GLASS I 1.,,- + t 44 I I "1' MIn:PEHETFATION OF THREADED nREH 70 t i� I •S Exi5TING WOOD HEADER. �•....��.1 MADE O ON SHEET J E705HNG (5EI SOHEOUL.E ION SHEET T.T) I }{� �' il' ( yJ.. (SEE SCHEDULE ON SHEET 15) SOO)MON SHEET iG FOR GLASS'--j I `-.(L + ,,zX ":' 2'x4'CONT.SILL 1 EtAC S IDL&QtyA �fl '( PLATE REO'D. HV WALL HEADER INSTALLATION �0 HV WALL SILL INSTALLATION Q HV WALT„ HWER INSTALLATION T EXISTING ) MIN.SEPARATION TO GLASS I' i MIN.SEPARATION TO CLASS 1._ OLAS EXISTING {"--{SEE SCHEDULE ON:SHEET tij '1 ,"—"'-(SEE SCHEDULE ON SHEET 11) I X MOF(.SEPARATION TO GLASS j EXISTING 2'x4'CO" 1 i GLASS✓I W000 LATE MIN. SCHEDULE aN.SHEET 71j [' p 1f4 20 jfrLtSll 4- x3J4'S:5 'v 1/4',1-20.3/4"S.S. ` i MAC GN 14-20 NUTS I I MACHINE SCREWS Wf ( � O'12'D.C. i C a WALL m '�.., t 114'-20 NUTS 0 12" ttr ..,:•..r ti FINISH .l I ,\ /•," I O.C. � I �»-1 "�.-,,,..._-�. OR@ I ` t �oR 18 1 OR 15 2xlifo4'CONT. I t' F i asttiflilWcli[ a RE000 IF PLATE 1 I{ \4l ! 4i 1/470 TAPCON OR TAPCON WITH ADVANCED { 1 �t 1 1t i�t f �1,+� t'1 1 I 1�2 X4 CONT. I + THREADFORM TECHNOLOGY W 1 1/1• w I1/4'0i 1 1 ,SILL PLATE .�I IXISTOto W400GNEAODFERHREADEb AREA TO t TAPCON OR TAPCON WITH ADVANCED , 1 i 7 (} •-L i 4 0 WCON OR I142E' { •� THREADFORM TECHNOLOGY WJ S J2' /" I I i REa D + 7` (SEE SCHEDULE..ON SHEET 15) + TAPCON WITH ADVANCED 1-.SEE SHEET 4 FOR TYPICAL t 1 ` L 1I '4y - - ( i 1 1 } WALL FINISH Min.PENElAAT10N pF THREADED AREA INTp PLW70001 1 G, 1 ` JAI MI THRFADFORM TECHNOLOGY SHUTTER ASSEMBLY, L._..._ (SEE SCHEDULE ON SHEET 15) EXISTING MIN 2x4" i PLYWOOD RFIDL W/1/2'Mtn,PENETRATION OF 2-MOUNTING SECTIONS CAN BE ._._.l 1/2"MIN.COX,PLYWOOD REO'D: STUDS 4 16' O.C.MAX.� WALL F'INI� THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO � RCQ'D. PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY IN5TALLATION. t�!HV.WALL SILL iNS`[ALLATION ISRNG.MIN. 2'x4'STUDS O.16'O.C.MAX.REWD. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH � W1TH SECTION 2306 OF THE F.B.C. SECTION 2308 OF THE t.:)HV WALL SILL INSTALL; TA ION 4 SEE U14 lIXIS OF USE OF P NV WALL SILL iN�jpLLLATiON F.B.C. ttc�ppRuoE 1A G"SHEET F.CRMA BLI IMG CODE(Non High Velocity 1jurriCOne Zone ,'i*``JEIR A. ri) 612017 TIL17iCO3 INC.. - X 2017 EASTERN METAL SUPPLY,INC. 'STT `LVF rs�K,, B RTH HV7?A 1 L E C O INC. A■/ S.S.A. Accordion.Shutter System KV. RADE#1 W/DR W/o KV W NDOW RAM TILLIT TESTING &'ENGINEERING COMPANY American Sfiut#er S stems Y EV.N 06SCRIPOON- DATE DPAMrt7 By. L.C. ,e .•71' Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 03M S1.N.W.Stith.. Sb.305.Hn01184 fJR0EN9.11DItlDA.331 ` Phone:(305)871-1530.F ;.(308)874-1531 4268.Westroods Drive 2 DRAWING No e m 1:Oneroa QI=M West Palin Beach, FL 33407 a } 1 : � .........RID .L`�(�itt++ WALTER AL1t8r.P.E. 7 7—107 0ti? s �{ �} '' FLORIDA Uc'1 44187 s SHEET P EG4)fRf DATE 6 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR1 HV & M HV♦ BLADES AS APPLICABLE. MAX. SHUT-TER SPAN L+ OR L- FOR iNSTAL�yTIONS INTO WOOD WITH HV I3CADE 1 ONLY SHALL BE LI TE 105 0 psf. A;S:D. DESIGN PRESSURE RATING. SEE SHEET9 R MA WALL FINISH S & IGN F'0 INSTALLATION B 1 DE & WORKING UNI ON. 1 4"0 TAPGON'OR - -J EQ.- 2''MIN.- YFit YAPCON WITH ADVANCED 4•xB'(Min.)EXISTING WOOD BEAM REQUIRED. / THREADrORM TECHNOLOGY / EDGE(IF APPUCRBLE) W/1 1/2'Mtn.PENETRATION I/I Loi 20x3&4"S.S. OF EXISTING WOODSTRUCTURAL ,BEAM OF THREADED.AREA TO r�I. PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER, i 1tin. MACHIXYE.SCREWS REGISTERED ENpNEER OR _(SEE SCHEDULE ON SHEET 15) W/1/4'-20 NUTS ARCHITECT PRIOR TO _ED Ed ' �.--- TRUSSES OR -® 12'D.C. SHUTTER INSTALLATION. ,fj J I 1/2'... 1/2' RAFTER O 24" jf /J O.C.REQUIRED / 1 OR 1 S 1&4'0 TAPCON OR f r _ — .EXISTING 5OFTTT TAPCON WITH ADVANCED J �/+, 4:' i yr. i ,I I xi H .2S7' 7HREAOFORM TECHNOLOGY : F r'f. . 3/4'Lf THKC Mex. W&1 1/2`Min.PENETRATION r EO EQ ,/ EOE. E 11.4.,3/4' ----.-.-1'.4'x1/$ CONT.ALUM.TUBE OF THREADED AREA TO . I S. S. (6063 T6 ALLOY)Wf OPTIONAL EXISTING WOOD HEADER. f f Q b'O.C. I (3)5/160 tAG SCHEVlSTO (SEE SCHEDULE ON SHEET 15) 11 Or 13 Or 1 rJ EACH RAFTER OR TRUSS.. or 13 or.TS I , LOCATE LAG SCREWS AT MIDWIDTH OF EXIS71NO WOOD i I I MH BER,'(2'Mi NOMINAL, EXISTING-^1 IXISTiNG MIN 2'X4" 1. I. HEADER REQ'D. .t OPEN HOLE A7 EACH. WIDTH)W/2 M"m. Oltd'S 1�..__ MIN.SEPARATION TO'GiltSS � STUD TO ACCEPT 1 (SEE SCHEDULE ON SHEET III E GSTINGLASS1 5/16'0 LAG SCREW ��,(f( x PA��VAUD OR THREADED _! AT CENTER.OF TUBE, INSTALLATIONS WITH 72psf I ML YPAwTKN NAX.0.5 0 DESIGN LOAD ANC HV WALL HEADER INSTALLATION I cuss aN(SEE (�(4Jj � EXISTING tcN riW N g_O- IMOMAX.SIS O THIS G1A55-=1 Ta QA44(SI IIJ$Tpl-ATION.IS ONLY YAUD ,I MR up=(DAD �♦ Sat'»uC�51+EEI FOR WOOD W/MiN.SPECIFIC ! CR S1ffi 19 R7R (DOR l"S' 11 FOR KAM @A+O. �, -- AS ames(D&..rCyit aADE$m&ID Q� ♦H Slw FM FIR OR SOUTHERN a{R PIN.50 As DE No.I 1-SEE S.MT 4 FOR TYPICAL SHUTTER ASSEMBLY t 1 OR® OR EQUAL. 2-MAWW WAY SECTIONS Y IJ T CauBINED� HV CEILING fNSTALLATION IN ANY WAY 7b$UTI ANY iN6TALLA7WN. � U HV C IL G INSTAL MR 90PARATI N -t OR:�♦ 1' T70FaD1E aOAM i 9tE1 x I SEPARATION I I MIN.SEPARATION TO CLASS EXt LAS - t1 TDR HtOEaXAt87 -.) 70 GLASS SEE SCHEDULE ON SHEET Tt} m tcti FfR I ) 1 EXISTING T GLASS\`1� •- ION ESHEET 1 SCHEDULE CUSS-...E Ijl t L l I E j ANCHORWALL t I WCATiON _ NG � _ EXISTII _ I I i 3/8 uW. 10x3/4'HEX F1MSH 2"x6'MIN W 'a+� a 7�,-.""�-- 3/B. u .- ...—WASHER SCREWS'HEAD TEK j DECK REDUIRED "^ 1.3 OR r.6'fi'MIN:YlOOb--a @ 12`ox .. " (NO FINISH y DECK REQUIRED(NO ALLOWED) `'•� :! FINISH.ALLOWED) __..-- EDGE -- -! !• 19 - ....__ 2' -EDGE OF DECK E IF APPLICABLE _ .q'- DECK IF EDGE OF DECK I� IF APPLICABLE! APPLICABLE �• '� 1. f/s'0-2Qx3fa`S.S. �. t ...�---•„-,.- .._---- �( ALL 1/4'0 TAPCON ORHILUPS TRUSS HEAD '"'"21tM1: =— t_' _ Min. _—..... �..•---•—^'�.` ..,..--_...-- t I 7APCON WITH ADVANCED MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1:.2 CONT. �((}Py THRFADFORM TECHNOLOGY W/ 1/4--20 NUTS THREADFORM TECHNOLOGY W/1 1/2'Mtn. 2"MIN. t{ 'SILL PLATE 111 & 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM ,--.2^MIN r` 1 REO O: I I W/ I. 1/2'Min.PENETRATION 0 12'O.C. AREA To OF THREADED i OF THREADED AREA TO TECHNOLOGY 1 1/2'Min.PENETRATION OF THREADED .AREA TO EXISTING WOOD HEADER.(SEE -^— I EXISTING WOOD HEADER AREA TO]EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) .SCHEDULE N SHEET 15)WAL(SEE SCHEDULE DN SHE15) ♦ OF USE X, HY WALK—OYER SILL INSTALLATION 2UM DING CODE.Nan High Velocity ur ricone ZoeFOR X11 •"•••., �� 92017 ALTECO.INC. 09:2017 EASTERN METAh SUPPLY,TNG. 0 Ears ,, .. � BERTHA RVTM f 7 M IE a S � A; Accordion Shutter System. Ii C. I�1�L. ■ . ■ KV. BADE#1 W/AR W/O HN.WIPDDN SLAM r � Americon Shutter Systems * TILLIT TESTING &.ENGINEERING COMPANY Y •N DLSCRIPriot+. -DATE DRAWN peri LG: Association, Inc. t OLD 15-085 7/27/1 BATE: 07/27/17 -o355 N W.301h:St:.Ste.305,VLRQ A CARDENS.RaRWA 331 ♦t Phona:(305)871-1530.Fax:(303)871-1531 4268 Westroods Drive - 2 DRAWING No µ s+^ 't e-moa:hnewoaol.Com West Palm Beach, FL 33407 3 7^Z Q7 NAL EN 'd EB-00067 A WALTER A TWT 3r:P.E. 4. P.E. SEAL%SIGt+IAIURE/DATE FLORIDA U.t 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS 1 HV BLADE OR WiNDOW BLADE INTO 2"x4" MIN. WOOD STUDS ti•r{•uw.WOOD SVGS REO'D. 9•x4'LRi..iwo .SINUS REOb:. GOO STGROA... ' 1/i\ /It1 GI%4.w111S//Rt>a{�a:',a.JRzGV='pJNISazGC?sGIOtRWtx3I0.w 1� "(ADsO O STUDS.'n..(AS.ATIJCa&LxFFux [ ro r9s, ExB+wG tugs SN�COST�m —NG GLASS OUSTING CLASS EAGIM G7SS 1/2U11.sINwna Lift!ZTAiATiW iq _ Ta . (SEE IFR ARH)Gt1 - WL 30 iGxE p1 9QT )Jg•RY++mOx. _. SAF,�LLf ON 9ECf •--�' '••. ro GIAS(S2: 1IY W4- m aASS.{!aF ri ftq MATC(D. tft6'x3' *AUL tfN�9EEOT t9 iVR6WE�N0 AYI.DOU. iY�` 1 B,Al9E mM9 Qt'e%w 19 ITR (6n63=T6)COttt, FI1CH i/x-.0 U.= t - - � BIIFS m#. AWW.OLaSTA RY,a;xf0.,. 9/rol Q!I W. WSW 16.ITR 1"- ON 9fFf 19 M a —,,.- -- I Y LIVEu aF rR 'Im1. 1 a.rst4d p ! arrs(fl#� y /,EnaJ7'sus. a. { _�-* cwwvnyNstcsMM[n e.�._ at6 0.0 tlax=t2'S3tS. o,a .G _ _ - - AT n .� 5 _�_ iarc wv. AT :a?m 1 on�'�' 4 SEE DETMt x F ,OR.nye j °"ml spe w.) i OR . 5'.nE.C'n4xEL'?ItY1 S JJtt sEE cerN2 x Foe t OR�y ! Ta,aAG s spm xr"camcc o i 5�- C�ca�. ccaa fL?'t�pp ttcc Fa.7 uC S to FR.as @� g•t s3•� Q.�s-t(�.�i.d.•I_'i9- O•v•4�-G-tF7•g- L'�-�a •C>t-O-d�- g L�-L�•�-O.L�i- O.�- .s�. I ��t3�tU- G 4�• .Ox�'•� O t�-I g4C i END CONNECjiON DETAI (V DETAIL( SND C,ONNECTIO AIL(9 END CONNEC310N DEUI rfOSDNG. :REnV6IDL MY FaRSPXNS'CVATER TNAN:t9".-O` t/—cuss Y%SI�REn9 ,t{'e iKLON:1wF110it5 )J4"e.FA"GON +}01f9'Sl1.S.' —• �� *'t r,tz aay. wl t IIY ma ata nc. 1 ' E-!NG.GVSS- FEGlRAR0.Y o ti'O.C. FtN$7RF,n0.Y O ti'O.G tM 5SYAROIa! m uAs0(sa -.4 ♦ SEE LIMITAMONS OF USE FOR t/s•w% SIM £�lk+6Ez d BLADE(SON SHEET S9 i!.f r, .mrcR alxmxa :9fDU0lsW B T I i a DSS(1S FOR _ n wa sus dlaro' �... i B/nIs@. N Y -Z,>"L '�-"'--- aMADMOD.64 M—FOR Sj?•YN 1 r t I ...�. t` J 6 GRa7RMOP,. 4 011 OR, t � ;':I r •urv' � its CVVOR at-/ t. 4 4 ����� y I@ aR@OR i�.nRl•�Y VIEW_Y unsavoo0i3PLAN - c ®•O =G C�? - ©ft7•g•©O Q5- Q t4-C• tai- 4 •�" " 6'a' DETAIL END CONNECTION DETAIL Q END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone *f*... /�l/�.. ♦2[117 TILTECa,INC. ©2019 EASTERN METAL'uH V TM t. ,9 �■...�_ A S S A B THA Ti.TE C O rN�. A.S.S.A. Accordion Shutter System H.V,.-MAX#1 W/OR W/0 RV. WNWW REAM American Shutter' Systems, ' + Tit.LIT TESTING & ENGINEERING COMPANY ELI.r 0tsrnlvnOR WAIF ORawR a-paf.ST: Associdtion, Inc. , ;OU7 t5-085 7/27/1 GATE: 17/27f17 6355 ILK 36 .Ste.30%NRGM GRFR OS.FILOPMA 3316 PORRe:(305)871-1530.rox:(305)871-1531 4268 Westroods ILtntve 4 DRAWING Na `M SFS'••. 144 a-men:wtee999a<an West Palm Beach, FL 33407 DRAWING 17-107 o '0NAL VOC ., Es-aUAJ WALTER A.TIUA r.P.C. [P.E. SEAL"/SIGNATURE/DATE fl'cRIDA u`•l 4187 5 SHEET 6 IS OF 20 • er UMRATIDNS AND CONDITIONS USE FORBERTHA ( g ' WORKING IN G ' 5 1 MAX...A.S.D.DESIGN PRESSURE RATING:+110,– 110 P.0. a 2.MA)I.SHUTTER SPAM:08` :3.ALLOWED'MOUNTINGS:A D.G&HON:SHEETS 6,7 AS WELL AS MOUNTINGS M;,O,T.U do W ON SHEETS-16&17. ��� }.,ONLY CENfERNAtES 2 (BOTH W/ 4 OR 2 .ARE.ALLOWED WIT 11 (&j ED.IN A SYM�ti L OR OPP NG tA�UT.iN C4SE OF OPP65Ll'O LCCE TER MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 16 ox ' IYP.EA.ENOr" r S.(A)HV WINDOW BLADE iI SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 111 (3.4 HOLES)FOR§�}4 PER BLADE AT SPACINOS SHOWN ON,SHM7 d. f .(B)MIN.CL£kRANC£TR TOP OR DOTTOM EDGE OF HV WINDOW BLACE(g MAX.5 WINDOWS ♦ ♦ s • 'r t.'} OF ANY 3'o HOC£FOR�%Kk BE 12': ALLOWED A7 HV n ',y/ WINDOV(BLADE _a (C)RRSY OR. SLAD£COMING OUT FROM STARTERS AT':ENOS MAY BE NV SSSS+ WINDOW BLADE 1q w THROU WOiDOW BLADE"I(�t MUST BE USED ALTERNATE TO A SOLID HV BLADE@ r s r r �. • THROUGHOUT SFIUTTEIYS WIpiH. t c ♦ r • Jt A a a r r i (E)." MATES SCULL ALWAYS BE INSTALLED AWAOFM YD A SOLID,N y�qg BLADE 1 AT ETCHER SIDE OF THEM. ' $ r (F)PDLYGARSONATE HV WINDOW SHhLL BE INSTALLED 10 7ljAT TABS.FACE. SEE END I THE INFERIOR OF THE OPENING B NG PROTECTED.HV WINDOW fig}MUST BE CONNECTION 'a ♦ s s r m $ 4.r ': ONLY INSTALLED AND LOOKED USING A Hr SETTING TOOL PROVIDED TTY ASSA. DETAILS ON SHEETS r r' INC. 10& 18 TYP. �` 9 D FRAME. FULL HEIGHT.""' - ffig� 6.SEE ANCHOR SHEET 1 ,5sHbu FOR INSTALLATIONS ANANDINCO AD BUIIDINCS ON SHEET 15,AS LIMBED.BY SPAN AND DESIGN LOAD(SEE NOTES' 5 P 1p 4 1 .I.'&2 ABOVE), 8� r 7.SFE ANCHOR SPACING SCHEDULE:FOR INSTALLATIONS:INTO POURED 1v `= CONCRETE OR'.CONCPZE BLOCK WALL ON SHEETS 12&13'AS LIMITED BY .. k—. SPAN AND DESIGN LOAD(SEE NOTES T&2 ABOVE). .. 1 B.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: . TOPPLAN&,BOTTOM REQUIREMENTS) ... Vt ��� �. .. D H, I WING ZONE MINIMUM 5EPARAT3CN TO GLASS _...»._ .... UNUMREO WIDIII I.7HRU 3. 1• .. ELEVATIONMIN.SE"°AI""TO G� ,�1�' a 61._17EXISTING GLASS SEE SO'HEplLE,ON SLIEE7�11 FOR SADE« ._ _ A�CAI TlOS$1R2T FGR TxADfsp&fl " \ 5 1 ! 1 TY 40 CENTER WZ*=RI0R ONLY) y _r-- 16 1 s "TVP: A OR L NI 21 MATES zI a ���- J�,,.L.'._- ---...__:....,,�_....._.. .__.�._....^.... , twrsar �1 (2 ® c's! W/O :(SEE NUTE 4.ABOVE) ,PLAN.` TYPlGAL `HV $ADEM WORL<I�JG IN UNISON WITH HV WINDOW BEAGLE 1 SHUTTER* FLORIDA BUILD N6 CODE-(Non High Velocity Hurricane Zone . 4i �• r/�. -192017 EASTERN METAL SUPPLY,INC. cErrs •..�' 42017 TILTECO.IND: BERTHA HV,M Accordion Shutter System AmS,SAR H.V.BI"#1 W/OR W/o 4y.wmw MAX "� �'+� ,•�+C:- TTLUT TESTING & EgPINEERING.COMPANY- A"fTiBt'AssotioShutter ni.Systems 61.N .. OEscrsienON -DATE' DRAWN V. L.C.. Association, Inc. , OLD 1s oas 7/z�ll DATE: 07/27/17 .� • 6JS9 N3Y.36tM'S4.Sta.305,wftOU>tA GARCDiS,.FLORIN 3]16 Pha�t:{369)871–IBM.Fax:(309)871-1631 4268 WestTaads Drive 2 DRAWING No w ` ,t1 a dl:bitxaOaot.oam West Polm Beach, FL 3340.7 3. SS��Afri l ltl ,r E8-0006719 17-107 r• WALTER A T9MT Jr.P.£: 4 '•- rrtr''r`r PLORIOA.Ui./44167 S., SHEET P E SEAL/SIGNATUK//ATE 6 19 8F 20 •:1.1/2S 0.035-THICK .: 2.000-Mox. INSTALLATIONS WL 1 HV BLADE & HV CENTERMATES �w Llin.ASTM A-653 GRAPE 40 Win. VARIES c� O 1 wn.Min.0-60 S Al.STEEL s 2"Mox 43b INTO . METAL STUD WALLS * 5a - 6005 A /6'4.C. --- --- 1 J2' 475 14"m NOMINAL W W * GENERAL.-LIMI IONS AND CONDITIONS OF USE ALUMINUM SLEEVE MIR BERTHA MW BLADE ACCORDION 6063-T5 ALLOY L1 3/4.6 7/+x no35 THICK Mn l 43c 43a I f`' ,TMEM INEMLATION TO METAL STUDWAILS CONT,GALV.STEEL 1FACx i " 0 I 6.O.C. t5 6'O.C.^. I ASTM A-653 GRADE 40 Min.G-fA 1 --- SEpA.RATION TO GLASS SCHEDULE � �_ 3.000• GAI_VMKZED FASTENED TO SNOS Y i 1 r Mox• W/(2)16.1/2"Inc SCREWS.ON I EXISTING FINISH 39 z 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (Psf) INTERIOR h EXTERIOR TACE I AS APPLICABLE f f N 2. MAX.-SHUTTER SPAN: 84" WIND ZONE MINIMUM - ! e ASTM E-1996 SEPARATION 43a LENGTH + 1• i EXISTING CLASS— MIN'sEPARATIgN 3: ALLOWED MOUNTING:(MS ON THIS SHEET. TO GLASS T0.GLASS .l4Jd 4"0—lox " BOLT -.(SEE SCHEDULE) ,¢ �.../ E I (�.} � 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 1HRU 3 1" m W'{1H 21 ARRANGED A SY METRICAL LAYOUT. MUST PENETRATE 3c I" a USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4'• 1 3/4•.6 1/4•.0.035•THICK uin Y EXISTING RMSH T INCLUDED AT-EXTERIOR OR INTERIOR ACCESS'SIDE OF 6,373- \AS CON('.CJLLV.STEEL TRACK CHANtvEl,1 APPLICABLE ( .CENTERMATE. �a (2)/6.1/2'TEK SCREWS 011 I 43ti_ 430 INTERIOR&EXTERIOR FACE i o 6 O.C. I Q.c, r 1/4'0-20 THREADS ,3 W *'I BLADE SLACK DETAIL HVF IS ALSO VALID FOR d3c: 1 fd"i ECO CONSTRLft�'TIO[� - 7 _ 1/2" 12 38 CENTERMATE 21 APPLICATION WITH BLADE tt� PRODUCTS A _ QK HD �- �43b 1 1/2•.0.035•THICK "1 VARIES yl a 6"o.C. Min.ASPJ A-653 GRACE 40 2. {Ap'%,`y COMPONENTS Min.G-60 MV,STEEL 1• } _{ MS �/,,//ALL HEADER/SILT. INSTALLATION METAL SLUGS AT I6.O.C. Min 1E- .!]/ , —EXISTING nNsH AS APPLICABLE SCALE:.3/6•= i" (IYP.TOP&BOTTOM) n c—ALVAN" 4G6 I$4's 0 `TNiCi(Min. EXISTINGG IHSS ALV. TEEI: GKCHANNEL•C - - - A-653 GRADE 40Min.G-60 j(� FASTENED 70 STUDSJ N oN, MI SEPARATI VARIES I i t aR 8 EXTERIOR FACE I I I I I CENTEF�MATES W/ = i I I I 'CENTERMATES W/ t TO GV55 Y I Y Y I - (SEE SCHEDULE) i t 1 I 11 1 1 EXTERIOR ACCESS SIDE::I I I INTERIOR ACCESS SIDE 6"(Typ) INA3' (6"Min.) 1N 4 _ -. _..,. _ 24 --------- 'k(2)(42 21 i - _ 2 1 I.2 " T. 2 7 , LOCATED AT 12 - — -- - -- -- ----- - - --- --- ---- - -- -- -- - - - - My HEADER/SILLENDS -- - VIEW Y ``*i»- 2 3 t/a'(Typ:)- 3 (6"Min.) j 24 SIDE CONNECTION TO TRACK 6 1/2.(TYP•)'--.. 7,_... t.-..-... 7. 6..1 f2-MAX.SLACK #* (Cont.) YA y�V BLADE SLACK DETAIL i F EVC FLORIDA BUILDING CODE(Non Nigh.Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY,INC. 02017 PLTECO,INC. C,Er�s t/TJX'- .: BERTHA HVTM. ' r lot 11» E C O N c. A■ Accordion Shutter System ■ ■ KV. MADE#1 W/OR W/O H.V. WINDOW BADE I/rj 9 TILUT TESTING,k ENGINEERING COMPANY �Oti Shutter Systems1 DESCRIPTION DRAWN 6r L.C. 6356 NAY.3fith.St,St 305,MR004A COMM FLOROx-3316 Association, Inc, 1 OLD 15-085 7/27/1 o�+TEc q7/27/Ti Phone:(305)871-1530.Fox a(305)871-1531 4268 Westroads Drive 2 —I:ta7x oaeL�,m West Palm Beach, FL 33407 3 DRAWING No ES-0006710 17-107 '. [t1'q•�•• �y T WALTER A TUA Jr.P.E. P.E. SUUEXLATtIREtDATE FLORRu Ln.1 44157. 6 SHEET 6 20 Of. 20