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MCGRIFF RESIDENCE 2905 LANGSTON DR. FORT PIERCE, FL 34946 OPENING WIDTH HEIGHT #1 62" 46" #2 62" 46" #3 84.75" 60" #4 62" 41" #5 32.75" 46" #6 45.75" 46" #7 81.5" 86" #8 84.25" 46" #9 32.75" 46" #10 45.75" 46" #11 45.75" 46" #12 32.75" 46" #13 45.75" 46" 3 aC1S Home Loo In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links Scorch tr-ifltl(kT U—P-1 ProductApproval USER:Public User Product Anoroval Menu>Product or Aootication SRarrh>Application List>Application Detail P�y FL# F089-119 Application Type Revision u Code Version 2017 Application Status Approved Comments FILE Archived _ Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley 02(/�✓ `�/ Irodriguez@easternmetal.com REVIEWED F OR Technical Representative CODE COMPLIANCE Address/Phone/Email �l CIE ®�i�*01— A e� ST. L CIE Co q7W Quality Assurance Representative p� Address/Phone/Email B®V C Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tilsit,Jr.P.E. the Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 27i Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 CO1 AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FI 389 R9 001 AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option D Date Submitted 09/1812017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter•Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drvg 17.108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No El 389 99 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 109E$_RTHA HV ACCORDIQN SHUTTER SYSTFht PpE Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD toad the FL389 R9 AE AMERICITN SHUTTER SYSTEMS DRAWING JL- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT PDF HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade yr/o window blade for Installations Into Metal Stud watts is 79"for max.ASD pressure rating.of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top I Only-(Non-HVHZ)-Drw9 17.107 and bottom)for storm protection Limits of Use Installation Instructlons Approved for use in HVHZ:No fQRa R9 11 AMERICAN Sti11TTFR SYSTEM ASSOC., Approved for use outside HVHZ:Yes (,f&_DRAWING 17.107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. other.Large missile levet"D'.Max.Spar,is 16'-0"for 30 Created.by Independent Third Party:Yes ps,f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the 14VI blade,8'-0"for*64,-72.p.s.f. rt 189 R9 AE AMERfC:AN SHUTTER SYSTEMQSS0r-„ A.S.D.load for HV blade for Keystone moundings 7-0"p.s.f. INC DRAWING 17-107 PRODUCT OF EVALUAMAr for metals stud mountings and 8`-0"for 1.10 p.s.f.for MV IA FE-PORI-PPE working in unison.See sheets 7, 11 and 20 respectively of Created by Independent Third Party:Yes installation drawings for other spalls and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(ffon-HVHZ)-Drvg 17.106 sand bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL-M 89 11 At4 Rlrena S++UTTFR SY5TFM5 A1;SQC.INC Approved for use outside HVHZ:Yes M AW P 17 Ig6 FIER7 1A HV IiCCORDION SHUTTFR Impact Resistant:Yes SYST.PDF Design Pressure:N/f Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max.161-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC, DRAWING 17-106 PRODUCT EVALUA71ON REPORT.PDF Created by Independent Third Party:Yes 0 fo,�t.+c�I N.;;,�[,gY f+r 51Qr R +tl-laAahgy�rr FI i21�t0 vno --8`R4-4R7.!R74 The,State of Flonea a an AAJFEO enpiloyi,rnrn•x:t:t 7M7-7n1 T Ctale or F(nrl u n N"atr R"ri,nrl 4an•nunr Under flond4 law,CmQti adorriscs arc putibe record}.v you do not want your a-mad a4dft55 m'teo Std M tt5pon5e to a public-retprr:t mq.ol,do not Se"A eicclmrx mad to in*entity.inalead,CGntact the OnKe W Pnane Or D7 tra+ptiooi:mad.It you rave anY QUOSPOn5.Weak Contact StiUA873 M.-vutsuanl.to Sc<:>n 455.775"ti), FTartda Statutes,enectwe ciaooer 1,26:2,1Ksnaers iKeaata..dor Chapter 455,F.S.mo}t provide the Dtpartment with an emaa eddreaa,f lhcy h4.e mc.Tlx ernatts provided may be ustd ro,o'fioal commurocatuu+win U¢lxerMYo.ttc%Ne itr aurae aedresses are lwb;,c recent,if you ea not wmh to supply a penonal acdrtas,ple4se provide tJw Department with an:mml addreSb whzCh ta+ be made a':adabfC to me pu"wK.To deterinm!w YCv arc a Iscahsec uncW ChOP ass.F.S.,p!case clkk nrrt; Product Ariptovat Accuptxt Wz IL— :.- REVIEWED Fop UU R COMPLIANCE GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.).HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM.SHALL NOT BE INSTALLED-AT'HIGH'VELOCITY,HURRICANE'ZONES. DESIGN WIND LOADS'SHALL DE DETERMINED,AS PER SECTION 1620 OF THE ABOVE SHEET 'T S�11'THRU 15,99 &20. SING ASCE 7-10 AND SMENTIONED CODE,FOR A BASIC WINO SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE 'OF CONTENTS ON HEEI BE INSTALLED H A DIRECTIONALITY.FACTOR Kd=0.B5,(UHALL NOT EXCEED THE MAXIMUM(A-S.D:)DESIGN PRESSURE RATINGS INDICATED � INORDER TO VERIFY THE ABOVE CONDITION,,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS AREA 1: HV B ap BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX-(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19;&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER.STRESSED,A 33 Z INCREASE.IN ALLOWABLE STRESS FOR WIND LOADS WAS'M USED IN THEIR SYSTEM COMPONENTS 1-20 SHEEP 2 AS 21-37 SHEETS ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN'WOOD. SYSTEM COMPONENTS BERTHA H.V.ACCORDION'SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE.IMPACT LOAD HAS BEEN VERIFIED IN CCORDANCE WITH SECTION'1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER NTNTSENIBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &.WINDOW DETAIL -HV BLADE 0 90214.01-03, #0715.01-03,#1004.01x05.#1214.01-05,#0317.02-06,#0669.01-10 AND 7#0210.01-11 AS PER TAS-201,TAS-202'AND TAS-203 PROTOCOLS AND ASTM E-1896 AREA 2: HV BLADE 0)AND HV WINDOW BLADE al AND E-1696 STANDARDS(MISSILE LEVEL D.WIND"ZONES 1,2&3)&#.1220.01-10 AS-PER'TAS 201,203&203 PROTOCOLS LARGE MISSILE: .(WHERE APPLICABL -HV WINDOW BLADE©#0505.01=08 AS PER ASTM E-.IB86 AND E-1996.(MISSILE LEVEL D,WIND ZONES1, 2, 3) BASIC-PROTECTION ONLY AND•#0725.01-813 AS PER'TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 ' 2.HV BLADE Qi AND FIV WINDOW BLADE'© ARE ENGINEERED TO WORK IN UNISON WITH EACH,OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEEP 19 INSTALLATION.DETAILS A-F, CONCRETE/BLOCK SHEET 6INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14.2.75*AND#14.1.75'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 CDATED WITH BERTHA HV DACROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE,ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN.SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THEW MARKING ON THEIR HEAD. 4.ALL ALUMINUM,EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM'11ELD STRENGTH FOR,6063-T6 ALLOY IS-30.0 WAND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLACK SHEET 10 6005-T5 ALLOY. - MAXIMUM_SPAN TABLES SHEET 11: ANCHOR SCHEDULE=CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO EE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 Ii MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3:3.4. SHEEP 13ANCHOR SCHEDULE- CONCRETE& BLOCK 'SHEET 14 6-BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR.AJSI 304 OR 316 SERIES STAINLESS STEEL WITH 35'ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADEtO: 12,13.14;15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE Q&® WORKING IN UNISON: 12, 13& 15 INSTALLATION'DETAILS s41, WDOD SHEET.17 END CONNECTION DETAILS 7-12 &'X, WOOD SHEET 18. 8.THIS BERTHA H.V-'ACCORDION SHUTTER SYSTEM BEARS'A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458.179 ISSUED.TO EASTERN METAL SUPPLY.',INC. . 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFYTHE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER,IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK AREA 3: HVWINDOW BLADE i ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT YANO/RAIN INTRUSION. TYPICAL SHUTTER.ELEVATION SHEEP 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH'WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS;MUST PROPERLY CLOSE ALL HV AND HD AREA 4• HV WINDOW. BLADE C1l QN Y CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS.. 11.SHUTTER MANUFACTURER'S LABEL SHAM BE-LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL.BE INSTALLATION DETAILS, METAL STUD WALLS SHEET-20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION.1709.9.2 OF THE FLORIDA BUILDING.CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING'AND ZONING:REGULATIONS PROVIOED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13,(0)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS GEVIATE FROM.THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE'FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D., 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 RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED'BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT.YiHILH 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.E.D.ENGINEER SHALL..SUBMIT TOTHIS LATTER THE-SITE SPECIFIC.DRAWINGS'FOR REVIEW. - - (e) ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Ill \�.;,..... �r+'+ 02017 TILTECO;INC. ®2017 EASTERN METAL:SUPPLY, INC. BERTHA HVTM S S A Accordion Shutter System H v. BLAIX#T w/oe w/o t[v:vyNDoly MAX ��({yryq[/ry`J TICCIT VESTING & ENGINEERING(COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: -LC. "'^" I WSPIIA GARDENS,RORDA 3316 ASSOCiCtIOn, Inc. I OLD 15-OBS 7/27/1 DATE: 07/,27/17 �;.•, R` y I Phone:(305)871-1530.F.-(305)871-1531 4268 Westroods Drive, s - ...• �'Ry/1° e EBtiit�eco0191-cawm West Palm Beoch, FL 33407 3 DRAWING No ssf01VAL� rl�l WALTER A.TILUT Jr.P.E. 17-107 P.E. Sl~At�$IF,i1AYURE/DATE FLORIDA Lc.g 4l,67 5 SHEET a 1 OF 20 WaarN'EIILE OA. .. VARIES 1.918" 1.200'• 0,456' -/'1� .09 Q. S 4371' 4.385' T w I a 4857" 4.999• - •� '��' r :375• 1 O HV SOLID BLADE' HV 90 f 180' STARTER 3 HV UNIVERSAL FLOATER COVERED UNDER US PATENT(J 5458175, e! QUALiFlED- OR USE W/ .QUALIFIED FOR USE W/ HV BLADE 01 HV DIRECT MOUNT HV BLADE 1 1A HV WINDOW BLADE' 6005-T5 ALLOY.AND TEMPER QUALIFIED FOR U(�SE W/ HV 6063-T6 ALLOY AND TEMPER BLADE ND ,37• o •SEE LIMITATIONS OF USE OF B ® LL LADE ON SHEET"19 6063-T6 AOY AND TEMPER 6063-T6 ALLOY AND TEMPER .226' 1.500' 065" a 'n (TYP:) qq 670' .670' 3.556' :994' 7:000 .670• 2.226• 072 0 842 4.897' c o .BIS" 2.092' "1 -- 4.4OHV ADJ. ADAPTER W IP 76 1z72" N 1.]75' 3,22WAL920 JCHV K-OVER TRACK©HV ADJ. FLOOR TRACK alaRE 1 ^ QUALIFIED FOR USE W/ W (�)HV TRENCH TRACK ss 6063-T6 ALLOY AND TEMPER USE "QUALIFIED FOR USE W HV BLADE 1 QUALIFIED FOR' 3.750' . HV f� / 6063-T6 ALLOY. D TEMPERBLADE(�,ONLY. HV RAINGUARD 6063-T6 ALLOY AND TEMPER BLADE( VARIES 7❑6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV � ^1 1.836"' 1• 1.915• ° BLADE t`i� N Max, VARIES 1.936' 6063-T6 ALLOY AFFD TEMPER 1.917• ox. o x083' _083' .083' ''T�OB�]• .097' :093• c .100 o II' .060" 01'4 I .050• _ m .0260" .'^i670 p :093' .093,of X03 670• i .1.686' 1 0 0 670 „ - 3 670, 11 HV CEILING HEADER HV HEAD/ER151LL �3 HD CEILING HEADERZSILL OIFIED FOR USE W/ HV BLADE Y ONLY, QUALIFIED606.3-T6 SALL0V AND BEUPEROONLY gUALIFIED.:FOR USE W/ HV BLADE 71'4 HD WALL HEADER/SILL SEE SECTIONS FOR TEMPER SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE @ ONLY. 6063-T6 ALLOY AND TEMPER TI .COMPONENT A B TT T2, % Y It y 2' 2• 0.125' 1' I 1• 0:062• 17 2' S•MAX: 1/8'. 1/8' . 3' I 3"- 10.090' IB 2• 5•MAX. 0.192` 0.192" % SIDE ANGLES 20 CORNER POSTS QUALIFIED FOR USE,W/ HV .ALUMINUM. ANGLES 19 2.5' 7'Mrx.l 0.150'I onso• BLADE(D .QUALIFIED FO USE W/ HV QUALIFIEDBFOORREUSE w/ HV 6063-T6 ALLOY AND TEMPER BLADE(1 ONLY. �';` 6063-T6 ALLOY AND TEMPER C"J' 2" 5'MAX. 0.139' -0.131" 6063-T6 ALLOY 40 TEMPER 10uaiii°. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.1,t .p�`{p.r T/, �� NZEN 02017.TILTECO,INC. @2x17 EASTERN METAL SUPPLY, INC. � ENSR,- ✓fit _ BERTHA HYTM AS. S. A Accordion Shutter'System ■ ■ ■ ■ H v BLADE M w%OR w/o KV.WINDOW BLADE American Shutter Systemsv'N DESCRIPTION DATE DRAWN 6Y: L.C. • ( �. t*�3 TICCIT TESTING h ENGINEERING E .COMPANY Association Inc.. 1 OLD 15-085 7/27/1 DATE: 07/27/17 ' r+TATE OF 8355 N.W.3EN.SL,SW.305,VIRpNN W IDE iS.hoRlOA 3316 0 hone:(305)871-1570.rax;(305)671-1531 4268 Westroods Drive 2 o .I:0ltoc0000cofim, West Palm Beach, FL 3340.7 g DRAWING No �'Iss/O ...• �\a�tt,i, WALTEfl9100019r:PX 4 YILUT -i.o7 i/ FLORIDA uo.E 4416? 5 SHEET _E DATE P. kTl'J6' 2 OF 20 4:6 .9�• t/s'_gOst/•' 1/1•-]D DIE CAST 4.576• .4 o, P33+ 5.3TA.S. 1HREARED HOUSNO:ENAMEL Y//R4 .743' PARED PNHIED, i;-D20ED E GST 60 • �6?,R3D740• 9 —$ m o4^F - 1. 05 r 4 0 (z T�'0•.� ' o,; • n�m , nr AMOUSING E"IE Lrye 6 eAKEO-PNmCEw S1S03TURN 62. ao!+ .0v87 .318" '" Ct BRASS CYLINDER BHASS'CYUNDER D•2,,,•I'-• I e, ds4•Ro.) � .� • L.71 • .q. PLKEYS ATED) (CHROME (CHRGLE PLATED) 21 HV CENTERMATE 6's. . ••o�. 1.$25 - m= I-IV LOCK HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLl+DE.O& 1OA ONLY (`22FLOATING tENTER °�'7• 3.oz3" QUALIFIED FOR USE W/ HV QUALIFIED FOR USE'W/ HV 6063-76.ALLOY AND TEMPER QUACTRED FOR USE W/ HV BLADE t & to ONLY �y Q. 6063-T6 ALLOY AND TEMPER (D) CENTERMATE BADE l�l & Qly ONLY. BLADE '& ICp ONLY. Q ALIFiED FOR USE.W/ HV.BLADE"1 ONLY 250'O.D. ;ete� Ta 4.874'fi063-T6 ALLOY AND,TEMPER PLASTIC MOLD NFAO ,of _ 1.758' :922' 2. MOLDED `' n ^m n 4.045' n 2.079• L753" �� ,•O—r ,� o, o » --36D•AFTER RIVETING o Ob o P 06 .a 825' 4 BEFORE RN,EMNG o o ` a, 1/4"A-20 x 3/4" S.S. THUMBSCREW .1/4"0— 20 RIVNUT* 6 p6p *SERIES 94"A.LUNINUM(2024-T3 ALLOY)LARGE;FLANGE.THIN 1 _T _ - I. :z T,- s0' 1. z.fs0• 'CHER .MTMOR,PRAT P 0620.AS MANUFACTURED i0 0 BY AVUEL + CHERRY TEXTO,RN,PARS+➢PENT,NEN'JERSEY 07094 OR E4c1At. PLAN FRONT ELEVATION PY MALE "T" LOCK CENJ a.sefi^ �a LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 7 ONLY �I HV FEMALE "T" LOCK CENTERMATE Vy HV "T" LOCK HV ALTERNATIVELOCK 6063-T6ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE}Y/ HV QUALIFIED FOR USE W/ HV BLADEOONLY QUALIFIED FOR USE W/HV BLADE MONLY y�/HV BIADE.�i ONLY. BLADE-( ONLY. 6063-T6 ALLOY AND TEMPER-1 606346 ALLOY AND TEMPER f 3- ( _ .' D -THUMBTURN 063• 0.063 0• ,a I CYLINDER OR 4 J 214 m o' 062" m^ 62 KEY CYLINDER e"#{ .214" uk L� .n 0.875•Mtn. 31 CEN A 0. LOCKING ROD 3�1 T LO i G, OD �I 4D M m o n 1 _its Mo.. � a o QUALIFIED FOR USE W/ HV BLADE 1 &. A QUALIFIED. FOR USE W/ HV BLADE 1 & 1A - , - 6063-T6 ALLOY AND'_TEMPER 6063-T6'ALLDY AND TEMPER �-•✓' INSERT 8d& VARIES; r2"MIN. QUALIFIED FOR USE W/ HV BLADE 1 & tA' 114-0 20 SS oR 3y8-c-16 tt30' 6063-T6 ALLOY AND TEMPER " ,TRUMBTURN ACETAL THUM SCOM t1/2" M =MBTU (SEE.DETAILS) DO OR.�. t15' L m , � ... 1.57 Min. CYLINDER 'd 1.78'Ataz. LOCKING ROD d a7s"o 1%4 D HD LOCK: QUALIFIED FOR USE W/ HV BLADE a j (,)T HV 1/4". 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS:SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY'AND TEMPER 36 HV 3/8"0-16 ACETAL 55 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS -SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADED& )A DRIt1EG AT TRACKS FOR PROPER EMBEpMENT QUALIFIED FOR HV BLADE 01 QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Kon High' Velocity Hurricane Ione ttltlcn T! @2017 EASTERN METAL SUPPLY, INC. G.I' x2017 TILTECO,INC. \t(,t Pti� fT�= BERTHA HVTM ZEN' = A�+ ' A� Accordion Shutter System y y 1 L ECO INC, � y H.V..MAX#1 w/OR W/O H.V.WNoax MADE!C •q /� '' American Shutter Systet71,r4' EV.N DESCRIPTION DATE DRAM BY: .LOC. TILLIT TESTING Pc ENGINEERING COMPANY •A850CIG$Oti, Inc. f OLD 75-085 7J27f1PATE: 07J27/77 a '4 STA s3$5 It..350'.St. Ste.3D5,tiTRGNaA GARD: FLOROA 33t5 '�--• 1 \ Phone (305)871-1530.�Foz:(305)871-1531 4266 Westroods Drive, 2 O F YY�� `- \\ c 41 WWd.0 61c.. West PO)rti Beach, FL 33407 3 DRAWING No ����.'A�'•.Qill\7 •�1``\r t\1\ 1Y�TFA A.�Wi1Jr�P.E. 4. 0/1 � yV' �7""1d7 S/{,/ ®0 11(. FLORIDA Lia.P 44167 5 SHEET R.E. 0/1.. R JDATE 6 3 -0F "20 SHUTTER ASSEMMMBLY SCHEDULE FOR �— HV HV A 3/8_b 12"LdN.' NCE TO 6 41 4D 38 BE P Q HV BLADE 1 I OGE 1A .1875• _zs' WN OOW SLADE :0625' t x=x. .. HWV HV BLADE 'SA BtADE•9 .0825 .taJS' .Y ® •! _HV LONG RECESSED NYLON BUSHING zt n KNC7YP)E HV SHORT RECESSED NYLON BUSHING I I o :� II ( R1J HV NYLON HAT WASHER ©OR I H RC) FLAT PORTION a so` ® HV WHEEL CARRIAGE AISI 362-303 SERIES I, I j�4_P 51`0, 40 t ry (,1 f�/c2.e 5o' X 0.870"x3/16 THICK NYLON WHEEL. 3 I I �% F- 2 7/6"MIN. {!+w'VNNDOw -! W 315-0 CLQ 03.0 0.188"0 AISI 302 SERIES S:S. RIVETS - sEPARArioN .03.7500" BETWEEN - 625•-,-D625" . ® HV 1 3/4 ACCORDION PIN W% I6 HEAD * EXTERIOR113_F OPEN NCS f 5374 ;cFcnbN ER ML 47$` m. ON CENTS•>.• .7 . 4O3 HV 2 3/4" ACCORDION PIN,W/ #8 HEAD * 41 �47�"0 0 2 t/4' E34a as Fi avAnON CLEAR 4O4 POLYCARBONATE IMPACT RESISTANT HV WINDOWi BEtwsEN 1YPICAL HV WINDOW BLADE AND I S 1 3s 3g POLYCARBONATE HV WINDOW DETAIL OR ®.or N.T.S., 3 SEE NOTE FOR C REQUIREMENTS) i ODR *-POLYCARBONATE.IA(PACT RESISTANT HV WINDOW BAYER MAKROLON 3103'POLYCARBONATE LEARAI RESINS, UV-STABILIZED GRADE OR SABIC * w 12'MIN. BLADE,Son INNOVATIVE PLASTIC LEXAN 103 RESIN T I (�OR Q i i I I (SEE NOTE "F" ON SHEET 19). FIV(t APPLICABLE (7) HV PIN SHALL ALWAYS .BE USED AT ALL EXTERIOR n43 i BOTTOM KNUCKLES OF HV ACCORDION,SYSTEM W/ HV J OR I I POLYCARBONATE SOURCES FOR as HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY 11, i EXTERIORS T N.T.S. � ///baa TMCAL'PROPERRES STAmAnD r,a erC wo:�a•.e -'NV PIN C:1 OR AT fi3>FMCE uciwino,79ra+¢ > (2) HV PIN @ MAY BE USED IN LIEU OF 4Os AND ONLY AT EXT KNUCKLE. ��'-' BLADE'S.KNUCKLE.-� �(S EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O .0.324 fE NOTE*FOR SPECSC MATY ASN OTS2 baa-ro!' D:o43 iel' BLADE WHEN CORRESPONDING TO INSTALLATION "11"„ SHEET 7. iaa= 3 REQUIREMENTS) °MMAX sr"ET ASR7 DOW 9,Do TYP•!� i 'FLMIA&S 047N;AT YIELD ASID 0790 12500 P.Fi. 13.4oU P-O- ('3) HV PIN @ OR ® W/ 1/2`` O.D. 1/16" THICK S.S. WASHER FLEXURAL UDOULUS 'ISIN 0790 340000 F•4.L 3,5.000 P.A3. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, $� g I I' IED NOTCHIZOb .ISiY'0256 IO R-Ibrn 17 FT-15l SHEET Q I i DR Mfid�G'9ice -MM SNCKVDENSITF ASN 02843 47.2 A 649.^M �y SEEL CARRIAGE DETAIL RALE OF 6UFNNC ASM 0035 C-t aASS C-1 CLASS N-�.s. .ASSEMBLY LAYOUT SELF MSN AST!01929' 10,0 T 980 T ffludgIy4:. AS1N 0155 7arlu STFE CM AFTER.WEASNEPAG ASN:638 9302 P.s.L 6840 0.4+• nHV BLADE SOLID & fA HV WINDOW BLADE DETAILS. TENS¢E59iw9,9EFORE WTA,! 12 ASiLI 635 8461 P."I am P..J. N.T.S. FLORIDA BUILDING CODE(Hon Nigh Velocity Hurricane Zone c+ 02017 EASTERN METAL SUPPLY, INC. ®2012TILTECO.INC. BERTHA HWA A.S L E C O N A Accordion Shutter System 1 �py1 ttv. BLADE�i W/oR:w/D'Ky: wlnmoyv e�anE tom, `o TILLIT'TESTING k ENGINEERING COMPANY American Shutter Systems EV. DESCRIPI1bN DATE DRAWN av:: L:a 6355 rtW.36iM St,St .305.NRGNN GARD04SS FLORGA 3])d A,ssocia}ion, Inc. 1 QLD 15-QB5 7f27/t' DATE: Q7f27j17 fte 4`r w c 4268 Westrodds Drive ,2 �n=*•....�-.�-- -L - Phone:(305}871 1530.FOX i(308)971-1531 DRAWING No tr t \Qf iFE1 .a malp t0teco0ool.eom West Palm Beach,. FL. 33407 3 7-1�7 r�`YAL, Ea-0006719 4 �", WALTER'A TILLT J4 P.E. FLORIDA,UE.f 44167 .s SHEET' P.E.. SEAL/SIGNATURE/DATE s 4 OF 20 i I a "" *MOTES ON HV LOCKS' AND CENTERMATES: A R c ° `�• • 1. MANOATORY CONDITION /1:ONE HV LOCK�or 'SHALL.BE USED;AT 1/2 OF SHUTTER SPAN,FOR ANY SPAN 9 u N S T� u �, qu.-.,•`.:� OR 12'ABOVE OR B OW 2 OF SHUTTER'SPAN FOR SPANS UP TO-105',AND FOR LNST TIONS AT ANY ^!,� k.." ka ELEVATION:.HV LOCK BV ''or MAY.BE USED AS AN INSIDE OR OUTSIDE LOCK;ATTACHED TO OR ! CENTERMATES W/(2) 1/4"0-20'x 1/2".LONG.FLAT HEAD S.S. M.S. LOCATION'OF LOCK SHALL BE AS INDICATED ON ��++�� TYPICAL SHUTTER ELEVATION. l:J a®°" 2. QP$Q .f1:•IF DESIRED„FOR BETTER PERFORMANCE OR:FOR SECURITY"PURPOSES, UP YO TWO FIV 16.p LOCKS,Q„ ',. OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS 10 CENTERMATES @ '-- � .LOCATION OF LOCKS SHALLBE8 AS INDICATDICATED ON NOTE ED ON�'1YPICAI.SHUTTER ELEVATION. - V .. ._ . 3. CONDITION 412 UD ONLY WHEN RY COMMON 01 OR MANDATKIRY COMMON N A- ,s #2 IS 1 wtrwa H.V."LAST. LOCKING 8005 ARE NOT REQUIRED AT_HURRICANE POSITION, BUT MAY 4 oz5 6 o Orr as i�4* "� BE USES)IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS iE, OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.AlM1QALRr CONDTION J2: ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK,P2 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, G ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x'1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 8 I AT TOP& BOTTOM SHALL BE USED: LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. NDqc-x�ve� MAXIMUM SHUTTER SPAN SHALL BE:DETERMINED-AS PER SCHEDULES SHOWN ON SHEET 12: ff V. 53 •ONE ALTERNATE FIV LOCK MA7 fiE USED IN LIEU OF HV'LOCK or "FOR ANY SPAN AND INST LA770NS AT ANT ELEVAl70N..AL ftNATE LOCK® MAY BE USED A5 A_N NSIOE OR OUTSIDE LOCK.ATTACHMEM OF 7J4'0-20x3/4'S3.iHUM85CREW TO�Qi OR CENTERMATES SHALL BE AiADE Wj t/4'm-20ic3J4"ALUM. un, UT AS SHOWN GN.SECTION HV, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 Of SHUTTER SPAN OR TWO t 1 „dg i 1l LOCKS AT 1/3 OF SHUTTER SPAN. `tom j 0 6. MANDATORY CONDITION#3 FOR KEYSTONE MOUNTING INSTALLATIONS, ONE HV LOCK or I pr�b SHALL BE j USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR 13ELOW 1/2 OF.SHUTTER SPAN FOR SPANS UP 1 TO W.,'AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 of�,r`or�§,MAY BE'US£D A4 AN INSIDE OR .I •OU751DE LOCK, ATTACHED TO @.or g SYMMETRICAL.CENTERMATES WJ (2) 1/4°..-zG x 1/2'LONG FLAT HEADS.S. 'M.S. LOCATION OF LOCK SHALT:BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE,OF LOCKING RODS g W/.� CONNECTION SEE ENO OR 0 TOO,AND BOTTOM IS COMPLETELYMANDATORY. DETAILS ON D r E N I u x L If SHEETS FU& LL *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1. SECOND ALTERINA31E TO MANDATORY CONDITION J1 VAUD ONLY FOR HV-I-LQWA Q- AND CENrERMANES a AND- uauurrEo rr CENTERMATE ONE ALTERNATE HV 'T'"LOCK dd MAY BE INSTALLED IN LIEU OF HV LOCKS" OR®FOR ANY SPAN AND C�'}°a as 6 • 7 °R$ oR11 O+ °5 I STAL1AT1ON AT ANY ELEVATION.ALTER LOCK }MAY 8E USED AS AN INSIDE OR OU SIDE'LOCK. ATTACHMENT Q OF LOCK(59 INCLUDES.USING REINFORCING LOCKES®,AS SHOWN ON SECTION,HVG,SHEET-9, WHICH,MUST BE CONNECTED TO CENTERMATES 0 AND Ig W/'1/4"0-20 x 1 t/2" LONG SS.THREADED BOLT W/'7/870 x 3/32' • O 'WINONUT OR:W/ 1/4"0-20zT"S.S.M:S. INTO A 1/4"0x 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" � 7 C 6 7 w 6 • 181 MAXIMUM ABOVE AND BELOW MIDSPAN, USE OF TWO LOCKING'RODS @ TOP AND BOTOM is MANDATORY. C`C C`C8)—@ @ $ •�$e5 t 9•'f 3 ea 19 CORD` *NOTES ON HO LOCKS & CEI�TERMATES: t , (a +((HD CENTERMATES C31 OR 3 WL(31:ONE ALTERNATE HD LOCK(D MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER "ELEVATION Hv LOCKS z OR.T�5 F,OR;ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK C4)MAY BE USED At AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HO LOCK,Ig TO @.IS W/�3'#8.x3N /8'F. . AND INCLUDES N.T.S: REINFORCEMENT INSERT AS SHO,WM ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING ROOS t3@5'IS COMPLETELY OPTIONAL "'��.,, L U!C DING,CODE(Non High e(ocity urricone one 02017 TILTECO,INC 02017 EASTERN METAL SUPPLY, INC. BERTMA HVTM A S Accordion Shutter System" ■ 777iL 7rE G 1, i r+c. ■ ■ ■ KV. RA)E#, w/OR W/0 KV 'Wwgw'MA E Shutter SyStSMS' Ey;"N 'DESCRIPTION DATE DRAWN'BN L6 ' TILLIT TESTING & ENGINEERING.COMPANY TE OF' Assoclation, Inc. T OLD 15-085DiTE: 07/27/17 5355 RM,a".S4 5U.3M,VIR0PM4 GAROWS;"MORIDA 3315 c � 0" Phone:(305)871-1530'.Foi:(305)871-1531 426$ Westroods Drive z DRAWING No !pp�1!!� T� c-mca:uRocooca.cem West'PGIm Beach,EB� FL 33407 3 17 1'67 ZONAL,*Vg*� ,L1{Et' WALTER ADOOLL617Jr.P:E 4 ,1" FLORIDA Lie.}'44167 s _SHS OF-20 F.E. SEALjS1G!(fV15k/DATE CoNCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEWLE ON REQCONCRETE BLOCK RR:COC ij4",q-20x3Ji.'S.S. POURED. CONCRETE—. SHEET.1 CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED IDR ,/ / �r ^.(SEE SCHEDULE ON W/ tf4'-20 REQUIRED d / NUTS®t2'O.C. f t j CONCRETE'ANCHORS' - 7 7 i$ _ JAg0TO.E(SEE WONORO ON SHEET 7) SHEET'13)' (SEE SCHEDULE ON SHEET 13) / 1. / / ,r „•T• ': tdiri. MAG. S.S. / i f td n. 120R14 /� C / EQ ,Eo MACHINE SCREWS EQ ED USING 1/4 20 NUTS -- 9 E. r o.A ' J!2 /' f ( zso"aax. { r - 13 a 15 /f ff_ 13 OR f5 250' u— i E.E .250'Mas, E.O.• / I r OPTIONAL ir <-aPnoNAt I t m ails(SEE I i ""S0 } L 50EDLSE.S 6 I I ��• ' t r EXISTING__- MIN.SEPARATOtJ TO GLASS r II FOR 9�DE,0)Am --COR l">" J (SEE SCI-EDUlE ON SHEET T7} I' OR}EET 19,itR GLASS j i EXISTING i gAq mad i I EE SEPARATION TO GLA55-1 _ —(SEE SCHEDULE ON SHEET EET I 1) I I EXlSTNG GLASS--4 I C BY WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION 1:9) HV WALL HEADER INSTALLATION + KEYSTONE 4NiN..SEPARATiONTO.GLASS I EXISTINGy-- ' i r `(SEE SCHEDULE OtJ SHEET 11) GLASS—I V �� ' t t t I EXISTING To (gyr I I COR ) hSM..SEPARATION'TO GLASS I I GLASS SOEOI,AFov 9EE'T '.I I r (SEE SCHEDULE ON SHEEP 71) l i zrraR�aNI%.El rh dt � iti 96E:7 t4 FOR ,; ./ f / OPTIONALEXISTING r t CLASS—+ ,E.D t t t / ' t E. E t i .. i i 1dOY. OPTIONAL OR�. E. �/,+'///y/ ' i i i i �'� •/ E.O \ i i i i I 1/r/ if2/�_// 19 I t[t[ r 1, /J 1/4 0 20 3/4 S S / / 1 -7 D. ED PHILLIPS TRUSS HEAD /1/ -CONCRETE ANCHORS J't*0-2Dx3/4'SS.-PHILUPS MACHINE SCREWS USING'. 1!` '� TRUSS HEPD MACHINE SCREIVS f ,/ L 'T DRIB CONCRETE.ANCHORS { ! © @ t" t/$-2O NUTS'.S SI O:G (SEE SCHEDULE ON 4Yf 1 fe'-20 NUTS @ t2`CLC: (SEE SCHEDU,LE�ON SHEET 13) Min, POURED CONCRETES SHEET 13) ORCONCRETE.BLOCK POURED CONCRETE ;r�, REQUIRED OR CONCRETE BLOCK 1CR£TE ANCHORS � WALL REWIRED C7 HV WALL SILL INSTALLATION - (SEE SCHEDULE ON \r/HV WALL SILL INSTALLATION "POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED Q ,HV WALL SILL INSTALLATION HOTF.FOR r'aMelNAndN OF SECTION4_: l NSTALLATI.ION DETAILS W/, I-SEE SHEET 4 FOR TYPICAL SHUTTER �E.D.- EDGE DISTANCE ♦ SEE.LIMITATIONS.OF USE FOR (1). t.LI V RBLADE E 2-MOUNTING SECTIONS CAN BE COMBINED EMBLY (SEE S,PEGf7CATOMS ON SHEET f3) BLADE to ON SHEET 19 IN ANY TO.SUIT ANY WSTALLATON. ///- -- i)+ 7! .- FLORIDA BUILDING CODE(Mori .High Velocity Hurricone Zone Ak A-*�1 •',�t l:l�S' t/ 4 02017 TLTECO,INC. (4`72017 EASTERN METAL SUPPLY, INC. 4 F BERTHA HVTM 4 A S S A Accordion Shutter System 1L .E C O SNC. . wv. a AnE:#) w/OR w/o v NlNDUMMADE .. American Sh Uifer'. Systems LV;N oE5ci8PnON DAit DRAWN BY: L.C. "TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-obs alz7fs 6tiTE o7/zzf-T7 SSSS NW.36Ju St„5t0 305,MROd,1A GROOS,r1.MA 331 �n .10Ri1��: .�� 4268 Westroads Drive 2 Pnon::(305)871 1530.Fos:(305)871-1531 DRAWING.No, t�S+fna'Ay iat«oaaolsom West Palm Beoch, FL 33407 3 17-107 7_I Q7 ViY f14� ,I'i,tf ES-0008719 4 ��'°•�i WALTER A.-TUTT Jr.P.E. P.E..SEAL/SIGNATURE/DATE FioROA t s<Ts7 5 SHEET' s E OF 20 CONCRETE ANCHORS ' ,cN.sffARAr,DN i .1 ' L POURED (SEE SCHEDULE ON SHEEP iS) t t0 GUM(3E li 1 AOR �• ' ) j'(5EE m5G1ED H ' T CONCRETE I sofVUEGN ym EXISTING GLASS-- ,sN=Et It) 'REQUIRED EDGE OF H FOR $9 Q)An0 '•; t ,nx.SCPNGIIQN, I177-7-7-7- SLAB IF f DM 9t2T is TOR filo. ' 9 E p4 . I APPLICABLE EXISTING EL)D6me� •, { .. CLASS r t r on sr9n t�k 'i i EXISTIN t / E D r ALTERNATE t r E { ANCHOR- i i GLASS LOCATION 1, ///'''T X 3/4 HEX WASHER,O.HEAD f I f 1 1 ,CR 13 oR 15 ' 3/R faN. �TEK SCREWS®J2'O.C. 8 - // EDGE OF CONCRETE ANCHCK5 1,,t��/ , APPLICABt.E 7 ,(SEESCHEDUI,E ON SHEET 13) ! EO CY; �� ��' EDGE OF SLAB IF EXISTING EDGE.LAB OF—Ijt,'`. / ' //i{ 2 .:Ilr 1 // 1�/ r EDGE OF APPLICABLE _� G1A55 APFi1CN3LE t !+f J !t r l/ //,./` SLAB IF POURED uN.SfPAW1X31 { r % 0.. .0. r/ ,i / APPLICABLE' 'POURED FLAT HEAD CONCRETE ANCHORS I To GA6(52E ! ! .`// / F' / !l' 'CONCRETE D: CONCRETE (SEE SCHEDULE ON SHEET 14) t `�, < REQUIRED 1s�DEmkD �; POURED t! - REQUIRED FLAT HEAD CONCRETE ANCHORS I CN s4m to F� i 10 OR �. CONCRETE ,. l mcm(D* REQUIRED Y E.D.• - - 0 {SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION. r ALID ONLY FOR UP TO +70, -75 PSF A.S.D: (I HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING`do FOR SPANS PER S HV FLOOR INSTALLATION t SCHEDULE P3, SHEET 11 HV CEILING INSTALLATIOTO G"ZN ` CONCRETE ANCHORS r• (SEE.sCNFUIIFs (SEE SCNEDULE Q.N"7 cN S'T It) I } usb SQPN+Al10t+ , i/4'O RW WUXX�TA9C0.N W/ lD ass; SHEET'15}, AA AQ :T 7FOtFjbFGT.0 (`-6E seRFDutE r;__1 EXISTING '1 1'eCw47U131 OR 1/4'O POA'66. I 1/4EXISTING EXIG�S uaasm Atwn m pass C1AS5-� FASID,'ER'TAPPER+MNt3f0RsW/C1A55 (g[scxmnE c:r o GLA U) 1 � srrin.noR to13/4•)dM.EMBEOlkMO6t (SEG'S6ULE-ON Sr¢ft t+) OC.FOr2 UP TO B'-0•SPAN MD t t}DI /()[ 4 OC.-FOR,:n-rN LARGER THAN It 1♦i • r� G-0 LP TO R'-0'M4X APPLY f.© t Ja•. 1 1. SF.RNIT AT EVERY FASIEn31 f1E17 )AM (itrJ{5�t;OTE"2 CN - 1/2' #10x3/413T)t TDR I,IiMATI0N5 5 3 8' rMAX. 'HEX E • 1 5F 3 OR 15 .J f t WASHER HEAD.�'j / CONT.SEL'ANT-_""y`; ' 3 i r t uva t 1 TEK SCREWS 12 D.C. - 8 I 1 3 8 #-14x3/4' HEX HEAD -5 ,.' --� �✓�.'l/ USI 0 1/1/4-0-20.3/4-SS TS TEX.SCREWS.0'.9'O.C. { 3 j _' _ �. ,O D/ b14:3/4'S.D.s i i`t/a�-i ri /� -USI ,z•aac-za NUTS OR 1 4D-20 S.S.M,S. i CONCRETE ANCHORS 0'9'0.C. _.. _ Max. ," VI/NUT C 9'O.C. i -(SEE SCHEDULE ON f i / _ i/� !! I SHEET t4)' --- .—~ I I 2.00"MIN. WALLTgni(OECORATIr -�a¢ f .1� 7 0R 18 1/Y• rt t- 17, .18. . . .1:. E.D. SLL),. 1/ EDGE-OF ! / 14x3 4'F.H.S.D.S. MIN. fl� + / APPtiCALF BIE S SLAB I1 \ / ®9 O.C, FWRm COYCREfE t:7%8 1"7/8--+'" , k-'CONCRETE ANCHORS `-SEE NOTE 13(b) a SEE.NOTE'13(b) � ' 7 , /`• D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 ONSHELT 1 ' E OR CONCRETE BLOCK SH_ -t 4) POURED CONCRETE REQUIRED OR,CONCRETE ETE BLOCK YSTONE MOUNTING INSTALLATION REQUIRED ��I; OPTIONAL POURED I HV WALL FLOOR INSTALLATIONO HV WALL WALK—OVER INSTALLATION MNOMUM A.sD.DE51GN PRESSURE:+64,-72,"` CONCRETE MAXIMUM-SHUMR`.SPAN 8'-0' REQUIRED J HV RAINGUARD INSTALLATION t BE NOTE FOR COMBINATION OF SECTION e x t REMOVABLE mEN,ERFOTHIS'INSTALLATION RMED. E. D. =EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS'OF USE,FOR 1- SEE SHEET,4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13)- OR ENTRANCE BLADE TA ON SHEET 19 i.+NSTALLATION DETAILS WZ �1) HV .BLADE ASSEMBLY {j :2 ANY MOUNG SECTIONS TINTo SUIT ANY WAY NS BEECCOOMBINE0 7't1T �Ilk Y!soawa� FLORIDA BUILDING CODE(Non Hist} velocity Hurricane Zone ,f4. • .'•t1x Ti......... •, 02017'TILTECO,INC. (3J 2017 EASTERN'METAL,sUPPLY, INC. ti S� `'�'. BERTHA HVTM V ADE#1 W/OR Shutter System * 1`L E C o LMC. Ai. .S.A. KY #1 w/�R w/ca Kv+ r>nOty BADE -a American :Shutter Systems ( sli 2 TILLIT TESTING k.ENGINEERING.COMPANY Y EV.N DESCRIPTION /27 DRAPRJ B$ Lc. Association, Inc. I OLD 15-D8s. 7/z717 �T o7/z7J17 634N.W. 5 360.sl sl 'AR EDS, CTM GARDENS,FLOROA 3318 ,4_•, OAI04�: .4. .(� phone:.(305)871;1830.Fax':(305)871-1531 4288 Westroods Drive, 2 DRAWING No �`(��y'/•�••"" \" t' moa:8neea0D0—m West Rolm Beoch, FL 33447 3 _`"IYPIL�� ,IIT Y/ALTER.-000LR11) P.E. 5 CJ}'IrCET 17-107 / FLO,RM U.{44157 P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 SEE END WALL "COSHEET$ 10 A 18SEE NOTES OW LOCKING RODS 3Q.,HV LOCKS or 2Q INSTA.I �YY V LLATION-S / 1 H AND ALTERNATE:HV LOOK 6-ON SHEET 5. t QUT 1,N I EXISTING GLASS **:BLADE SLACK.DETAIL HVF IS VAUD FOR,ALL BLADE w. V C E N T E R M AT E S CENTLRMATES APPLICATION VRTH BLADES wO� -OR SE END WALL CONNECTION EXISTING GLASS DETAILSON SHEETS 10 & 1 (O O U•O --------- 2'c2-0/8-W-2 ( $ «.®oA 3 aR@« $ _ _.-,3 1/4'———— 7' 7- (6663-T6 ALLOYS ALUM. / «® L'.�J OPPOSING SYMMETRYCAL. ANGLE:w/(2) +/4'0 TAPCCN I 1/2' -@-@ CENTERMATES ANC RS 44 CONCRETE ( CENTERMATES {fOP/BOTTOM}& 810z3/b`S.M.S:O 92' MIN.SEPARATION (4}g1D.1/2'SJA.S.TO TUBE. O.G.rULL LENGHT. W/ HV LOCk 4.or CLSJ W'/ HV LOCK or TG CHER (SEE SCHEDULE AT EACH AN 6CE(TYP) \ (,A 1 3 * 3 ON SHEET. t,1) ----- --- - -.*-- -- - - ----;- -- -- y- ---- _- ----1-- 5 LO tj2. t 3 a ^ , 2 ( }' 0 QUA®4AO«QQ�To.Q�. `a "" AUT HVC. HVA H V B 6 . 7 �P t o 3 POURED CONCRETE'OR Q Q O WSTING GLASS 'CONCRETE BLOCK WALL to REG s. Q—_-- -- 2----_—_ ---- 7 SYMMETRICAL IN7 F@):. .�� `' MIN.,SEPARATION /`- I _J GLASS CENTERMATES 6 �5. 8�a .®�A�s • �A Ta CHER —�- ———————-- `L.J NI, f{�l LD(,`I( * OPTIONAL A"�� � �,',� (SEE SCHEDULE ON SHEET t t) MIN. SEPARAiION�(SETE0S SCHEDULE LASS _ �IA~' OPTIONAL m_ ON SHEET 11) (.TERIOR) _ ---- nUT � L_ _ � 1i e'O.G. i --'S ----- -----T� 3 3 VARIES �,•: � �iv I ;I p .. * ca l/"'VI V J .:e .-{')n c? 11:U:T 6 1/2"MAX.SLACK OUT (EXTERIOR) H.VE HVF** hVQ FLORIDA BUILDING CA(Non High Velocity Hurricane Zone o2O17 TILTECO,INC. 02017 EASTERN METAL,SUPPLY, INC. BERTHA HVTM- A S A Accordion.Shutter,.System L. E,C'O:LNC, A-. ■ H V. EVADE#1 W/DR W/0-H,V. YAPDw mADE American Shutter Systems A74r0 + TILLIT TESTING& ENGINEERING COMPANY c EV.N OES 15-ON DAT/` DRAWN DY: LC: f r`tr1 ,�° 5355 N.w.36,0.St,Sic.--m MR5YMA GAROEN%FLORA 3316 Association, Inc. 1 :OLD 15-085 7/2711 GATE: .07(27147 ' Phone (305}871-1530 r6 :,(305)871-1631 4268 Westrodds Drive 2 DRAWING N. 'O �y mai:tMec coa.cem West Palm Beoch, FL.33407 .a ,{ 4/� -%�'ONAL���lif{f WALTER A LUTI,P.E. 4 .. I��i V7 FLORIDA ue..6 44tW' s SHEET RE: SEX:/SIGNATURE/DATEs 8 OF 20 ALTERNATE-INSTALLATION W H "T" LOCK H MALE MALE "T" LOCKS CENTERM TES 28J 9 & LOCKERS W ,nj HV QLADIE SEE END CONNECTION-DETAILS ON SHEETS ,o.Jt tl,. INSTALLATION nI HV 'BLADE' OUT IN i;�,Exmwc GuSS ELADEOSIACK D_TINL KC.INDICATED-ON SHEET 8. W/ HD CENTERMATES. .Qw®wO O O O AS WELL AS UMM SAL FLOATING SLADE-®DETAM HDD-HVO. 6 7 w 8 w 10• 3 w INDICATED ON THIS SHEET,UAY'8E USED WITH TiNis ALTERNATE SEE END WALL CONNECTION ®w©•®01©•® INSTALLATION DETAIL HVG SHOVIN IN THIS SHEET. ,IO• " DETAILS ON SHEETS 10 k 18� 1 © O•6w©•O•®w I © ®w® 04 ®w TiE'.1/x - (fN67-T6'%11617 AWLL • ' --%M/(2 s w-TAPLa OIORS TO w.caETE i 'ro wl© ® (OPRON.LL) 4* (OPTION&) /prnmn L____._____________________________,____--.---—.ROP...,...,.-/ ----_�—___ ____-- --_— _—._ — (4)/IOaI/2'SATS.TO TUEE / /10.3/4'.SAS 0,12' 33. O.C.FULL LFNGf1T. * (4)H.V.: NN. ARAigx AT GCN,MGLG(TTP) I I N (4)H.V, I N 30 HV T" PINS(TYP:) T 7/4. pINS(TYP.) TO cuss �5 �I 3 LOCK (INSIDE) .1 '' a�T_Har IT I \ \ 1 - ---1-- -1'---- --- -------- - --- --- Q -�e---- ----- 5 ` 1�\ @—Az5 1 � — 1& I ,� OUT 31 oa 32 33" 31 on 32 31 oR 32 `31 OR 32 * 35 * 2 1/4" 0-20 x 1 1/2'-' S.S,M;S. 4 35* (oPDD�) SEE NOTE 6 FOR TOT LOCK@. (O W/ 7/8"o x 3/32" WINGNUT. loPnowi)HDB-HVB. OUT .HDC—HVC T LOCK,ON SHEEP 5. - ©O HV "T" LOCK.. (OUTSIDE) - @ SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES' LOCK (INTERIOR) �* LOCK (EXTERIOR) 11' LN ) 1 SERIES ALLOY AL LARGE F (2034-T3 ALLOY)LARGE FIi1NGE THIN I 6• J w 8 a 10 SHEET'NUTSERT:PMT J';OELO ®w©•'®wQ.®w AS ET NUTCTUREO RY AVO,EL CHERRY TEXTORN:.PARSIPPENY.NEW JERSEY 07054.OR EQUAL ©•.O•'©"'©�O�®a' e \� *SEE NOTES ON L11C,0Y I-ISO 6:.0 LOCxS ON SHEET s �l **UNNEASAL,MOAT"ELA ro OUNI.HDD-NMI IS YAVO FOR ALL CENTERIMTES APFUCATIONS WIIA,IIADE,(D HDD—WVD FLOATING I STACK J)JE J/u,niii, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 002017 71LTEC0,INC. ®2017;EASTERN METAL SUPPLY, INC. 1C ENSU., v o BERTHA H n� 1 L E C O N A.S,5.�. Accordion Shutter System KV. BLADE#1 W/OR W/O.H.V.WINDOW BADE % A �, TICCIT TESTING,& ENGINEERING'COMPANY ArnerlcOn $hgff6r $ tems Ys EV.N DESCRIPTION. (LATE .DRAYM BT': LC: O+f, ��t�A•t1• 6355•NW ]6th:SL.Sf .C5 VIRGINIA GARDENS.FLORIDA 3316 Assoclatlon, Inc. i OLD 1s-oss' 7/27/1 DATE:. oz/z7/1J 0 �` ' Phanx:(305)871 1530.Fox:(305)871-15.31 4268 Westroods Drive s ��0 \IT 111 a-m"EB 0006719,aom, West Palm Beach, FL 33407 3 DRAWING No -•-- NAL E�?TT ( WALTER A.TLLIT Jr.P.E. 1 7-1 07 -" 1//,,, P.E. SEAL/SIGNATURE/DATE FLORIDA U..i 44167 5 SHEET 6, 8 OF 20 l i 'POURED.,CONCRETE. POURED CONCRETE - CURED CONCRETE POURED.CONCRETE OR ��--J— OR CONCRETE !A' OR CONCRETE �� BLOCK WALL REQUIRED ���• CONCRETE BLOCK WALL , BLOCK WAIL R£Ot7tRED j 1. BLOCK WALL REQUIRED i' /�1; r REQUIRED f,,� / �"� /EXISTING GLASS i� EXISTING GLASS /EX—ISTINGGV55 •ft. f �" % �L'._ — _ j:r 2'MIN..f .L — 'CONCRETE ANCHOR' ,r' EXISTING GLASS l ...���/// J { -o 16`/O.C. / i �^ / !` � 1j % SCHEDULE41 SCHEDULE #2 SCHEDULE #3 MAXIMUM.-SHUTTER SPAN'` "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER 1SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R L fE. INSTALLATIONS INSTALLATION ND. NOTES: CENTFRMATFS- @ & ® Or or ( )' INSTALTERM JS'W% W� CONCRETE& VJ/, ONE H.V. LOCK ® Or ® or or & WOOD (1) L#: MAXIMUMALLOWAEILE SPAN.FORA GIVEN HD LOCK ®(9/-NO LOCKING RODS or ONE HV LOCK or or® & W% ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN.PRESSURE RATING. CENTERMAT@ 28® 29 W% ONE W/ NO LOCKING RODS ®' OR W/ NO LOCKING WALL A; B;C. D, E M; N,::O; P, 0, L MAX- ALLOWABLE SPAN FOR A;GIVEN NEGATIVE 160.-r" LOCK 30 W/TWO LO(I NG (SEE NOTES t.tt) ODS iii��� 'MOUNTING F, K & L R, 5, &V. A.S.D. DESIGN PRESSURE RATING: (VALID FOR MOUNTING(@ RODS 35 TOP &'BOTTOMEE (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR NIUr!117���gg ++ SHEET 7) FLOOR/CEILING G. H, I, 11, J (TOP/BOTTOM) OR FLOOR/CEILING: CONA29R-hO INSTALLATIONS 0 CONCRETE&WOOD CONCRETE 'MOUNTING .& M T. U. W & X WALL MOUNTINGS w OEEGN ws.D 0E9.cN IST AS'O.DESISIGN INSTALLATIONS GIVEN A POSITIVE.A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING BOOR/CEIUNC PRESSURE WALL.MOUNTING PRESS= DETERMINE MAXIMUM SPAN 'L+` FROM SCHEDULE. PATWG FAnNG k RStNG rLODR/CEIUNC MD'JHTINC MOUNTING (P:ne.) BOOR/CEIUNC MauNnnc LP-at:) OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, I (+OR-) (.OR-) (+OR-) Fl-OOR ALL MOUHRNG DETERMINE MAXIMUM SPAN."L-'FROM SCHEDULE. I+ (R) L-—(ft) LA (R) L-(R) L i (N) L-(R) .L.i (R) L-(8J O MAXIMUM SHUTTER SPAN -L+-OR 'L- FOR 30 OR LES 16'-0' 16'-0" 16'=0` 16'-0" 30' 16'-0" 16'-0' 30 16'-0" 1 16'-0" INSTALLATIONS INTO i1OOD SHALLBE LIMITED TO FINAL MAXIMUM ALLOWABLE'SPAN IS EQUAL TO THE 35 14-10" 14'-10' 15`-2` 16'-0' 35 14'-10' 14'-10" 1 35 15'-2' 16'-10` 105 PST.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+"AND 'L-': 40 13'-1 O" 13'-10' 14'-2' 172' 40 13'-10' 13'-10" 40 14'-2" 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4' 14'-3" 45 13'-1' 13'-1" 45. 13'-4" 14'-3" t HV CORNER'CENTERMATE 03 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7" 50 12'-S' 12'-5' 50 12'-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11'-.10' 1 t'-10' 12'-1" 12'-11' 55 11'-10" 11'-10" 55 '11'-1' 11'-11' SHALL BE AS INDICATED,ON MANDATORY.CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1V-4' 11'-4' 11'-T 12'-4" 60 11''-4` 11'-4' 60 10'-2' .10'-11' NOTE#5,'SHEET 5. RATING: 65 'IO'-J0' i0'-.10' 11'-1' 11'-11' 65 10'-10' 10'-10" 65 9'75" 10'-1' DETERMINE 70 10' 6' 10'-6' 10'-9' 11'-5"• 70. 10'-fi' 10'-0` 70 8'-9' 9-4' Li+= MAX: SPAN FOR WALL MOUNTING INSTALLATIONS. 75 10'-1' 10'-1" 10'-4' '11'-1' 75 10'-1' 10'-1' 75 - g•_gr } L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 't t EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS.. 80 9'-10` 9'-70` 10'-0" '10'-9' 80 9'-10'' 9'-10- SPAN""L+'OR"L AND'MAXIMUM A.S.O." DESING 85 9'-6' 9'-6' 9'-9' 10'-5' 85 g'-6' W-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATIVE AS.D: DESIGN PRESSURE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS RATING: 90 9'-3' 9'-3' 9'-5' 10'-1' 90 9'-3' 9'-3' DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING. 95 9'-0' _B'-9' 9'-Y 9'-10' 95 9'-0' 8'-9' 'Lt-=..MAX. SPAN FOR WALL MOUNTING INSTALLATIONS LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE 100 8'-9' 8'-4' 9'-0' S'-T 100 8'-9' 8'-4' L2-= MAX- SPAN FOR FLOOR/CEIUNC MOUNTING MOUNTING MOON .SHEET 7: INSTALLATIONS. 105 '8'-7' 7'-11' 8'-9' 9'-4" 105 8;-7" 7'-11" 110 8'-4' 7--7' 8'-7` 9'-2' 110 8'-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAN.iS'EQUAL TO THE 115- 13'-2.' T-3' 8'-4' 8:-11` 115 8'-2' 7'-3" MINIMUM BETWEEN'L,+',_'.L2+", `Lt-'AND 'L2-- 120' 8'-0,' 6'-11" . 8'-2" '.8'-9' 120 W-0' 6°-11" SEPARATION TO GLASS SCHEDULE 125 J'-10' (4) GO TO ANCHOR;SC. WITH FINAL MAXIMUM 6'-8" 8'-0' `B'-5" 125 7'-10` 6'-8" ALLOWABLE SPAN,AND NEGATIVE AS:D. DESIGN 130 7--8'' 6'-5" 7'-10' 8'-1' 130 7'-8' 6'-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2"' 7'-g' 7'-9' 135 7'-7- 6'-2" WIND' ZONE MINIMUM .SPACING. '140 7'-5' 5'-11.' 7'-.7' 7'-6' 140 7;-5' 5'-11'' ASTM E=1996' SEPARATION 145 7'-3' 5;-9' 71--5' 7'-3' 145 7'-3' S'-9' TO GLASS 150 1-2" 5-7' 7'-4' 7'-0` 9$0 7'=27 5'-7'- - 155 7'-0' 5-5- 7'-2' 6'-9' 155 7'-0' 5-5` 1 THRU 3 160 6'-11' 5-2' 7'-1' 6'-7" 160 W-11' 5'-2" 165 C-10' 1'-1' 7'-0" 6'-4' 165 6'-10' 5--1' 170 6'-9" 4'-11" W-11" W-2' 170 6'-9' 4'-1,1' 175 6'-7` .4'.-9' 6'-9` 6'-0` 175 6'-7' 4'-9' 180 6'-6" 4'-8" 6'-8' 5'-1,0" 180 6'-5" 4'-6" H V B LA D E 185 6 5' 4'-6' '-T -8` 185 6'-5' '4'-6' .190 '6'-4' 4'-5' W-W 5.-6` 190 6'-4" 4'-5" 195' '6'-3' 4'-3' 6'-57 5'-5` F 195 6--3' 4'-3' 200 6'-2' 4'-2' 6--4' 5.-3 ' 200 6'-2' 205 6'-1' 4'-1' 6'-3` 5'-1" 205 6'-1` FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone rt//�P�.'4�GEN$F•rv�i 02017 TILTECO,INC. 82017 EASTERN METAL SUPPLY.IINC.. BERTHA HVTM AAA.A. Accordion,Shutter System FLV BLADE#1 W/OR Who H.V..WINDOW BLADE' TILLIT TESTING & ENGINEERING COMPANY American ShuHer S stems Y. EV.N DESORIPT ON GATE DRAWH 9r:Y O Y. LG. •.� �. "1�,,` 6155 NM 36.h.St:,,Sl 305,VIRGINIA WOENS,FIORDA 3316 ASSOCId,[on, Inc. .1 OLD 15-085 07/27/1 DATE: 07/27/17 v hone.:(305)e71 1530.Fal:(305)871-1531. 4268 Westroads Drive 2 41t.eft.I.— West Palm Beach, FL 33407 3 DRAWING No SS�ONAtEN�'•'L WALTER E9A.-0006719 17-107 TILUT Jr.P.E 4' P.E. SEAL/STGPWURE/DATE FLORIDA Ue.1 44167 5 SHEET 6 11 OF 10 M.•: .[extM. WOI.I a Bill RM161: 11a. lala: :. i . . t fa111 :1. :.. •:: '•.. . .• JI. 11- •: •. :al •: •. :al mmm000vo m®maoovo mmmaovoo mm0v000ammm000vm 000000�a® mmm00000mmm00000mmmvonvommm000vommmA000000000000 ' •mmm00000®mm0000nmmmoonvo®mm000vEammmon0000000000m mmmn0000mmmoonoommmoonvommmv000ammm00000000n0000 mmm0000nmmmoovoommmoonvommmoovaammm000m000000a®® ' m®mono®nnn�lnnnnnn®mnnnnnmmmnnnoonmmnnnn000noo"M© mmm00000mmmov000mmmoonaommmonooammmv000a0000000m ®mm000®nmmmovnommmmoonoommmv®aaammmv®®aa0000®®a® • mmm000® mmmonnommmmoovvommmonoaammmonooa000000no ' mmmoo®aammmono®ammmonvogmmmvo®aammmon®a0000000®o ' mmm0000ammmnoor�mmmmoonommmooaaammmoo®aao0000®®® mmmov®©ammmvovmommmvoovommm®vaaammm®�®aa000mm®ma • mmmnnovonmm�nnmonmmnnn®®mnnn®Doom®mn®noonnoa®®o® mmmvo©aommm000vammmoono®mmm000aammmvomaa000000mo mm0voaaa�mmovmvammmvonoommv®aaaan��o�000®oon�on®m mmmooaaa mmanmva mmmvonoa mmmooaaa mmmo®aaommmoomaammmvoonammmmaaaammmomaaa0000m©ma mmmo®�aOmmmoOaaO mmmOoaDO mmmvaaeaommmmBOaO D000�®Da mmmo®Dao mmm0a®Oa mmmAODaa mm0aaaaO m®0®®Oaa Do®®�®oa nnmm©Ona®mm�OVOOn®moo®4n®®�©OOmmmmmOmmm=mm.O D"O mmmo©aO�mmmOOaaa mmmOODaa mm�aaaaa mmm®®naa000®�®aa �'• mmmo®aaa mmmo®aOO mmm00aa ®�DaaOOOmm�©aaaOOO�©voaa mmmt�0aaammmo®aoammmoovanmmm©aaaammmv®oOAooOOo�oo • mmmAaaaa mmmo®aaa mmmo®aaam®�aaOaOm®®DaaaaOo®o©aaa mm000aaa mmmooaaa®mmoDaaO6fm®aaaaammOmaaaaOoommmmm mmm©®aaa mm00®aaO mmmOoaaO®<�aaaaaOgim®aaaaaDo®®®OOa " nm®none®mmmo®®ao0nmmnnonnn�vo�i®onon�omnmmmono®®®o® mmol®poaaammmn®vaammmvoaaammaaaaaamm®aaapaaoomo®aaa �MEN Da000�nn0mOmnO m®m000on®mmmmm mm"Mmmmm "Mm"mm mm�aaaaa mmmooaaa mm0aaaaO®maaaaaa mmOaaoOa®KHaaO mm®aaaaammmoaaoammmaaaaomvoaaoaamomaaaoaoo®m®aaa ' nmvaaoon®mnoovn®mmnmoonoo�®o a0en®�onmmmm ®®mm=m LymmmvinPaaaa mmmaaaaa mmmooaaa®ma�naaA®®®aaaaa 00000vao O 11 1 oo mmaaaaaommaaaaaammoaaaaav®avaaaaomaaaaaao�®®©aaa �_ � • • • mmaaaaaammaaaaaammaaaaaammaaaaaammaaaaaa0oo®00 ' mmaaaaaammoaoaaommaaoaao�®oaaaaa�oaaaaaa0000®aa® � • - .. • mmaaaaaammaaaaaaaamoaaaao®oaaoaaammaaaaaaoom®aaaa - mmaaaaaammaaaaaammaoaaaanvoaaaaaooaaaoaa0000a000 • ' • mmaaaaaammaaaaaammaaaaaamvaaaaaammapaaaaa0000moaa n®ovoavnnmvoovnon®aonvvo�nnov0ov�onPaovooBO 000no nonv000aaO�ooAvo�nnonn000monon000moovo®von��oamoo maaaaaOO® aaaaaa maaaaaaa DaaaaaaaDaaaaOOO oa®m©OOa maaaaaaa maaaaaaa maaaaaaa maaaaaa®0aaaaaaa Oml©OaOaa maaaaaaa maaOOaaO momaaaaaaa®Oommaaaam®OnOVOmn mpp®ap®aaaa maaaaaoO mOaOOaaa aaaaaO ' maaaaaaa maaaoaaamaaaaaaa Oa ooaaaDaaaaOOO O�amoOaO moaaOOaOmaaaaaaamaaaaE�7�iZ2iamaaaaa�aaOaaa00o®aaooe 0 of • a Mim® MAXIMUM ANCHOR* SPACING Qn j'SCHEDULE FORA GIVEN MAX. SHUTTER SpAN, SPECIFICATIONS ON ANCHOR.REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D, DESIGN NEGATIVE PRESSURE RATING'AND A CORRESPONDING MOUNTING TYPE FOR CONCRETF'OR coNcRErE BLOCK INsTIIATioNs (SEE MOUNTINGS E.,G.&-H ON SHEETS,6-&7) 1.ANCHORS TO SUBSTRATE SHALL.BE AS FOLLOWS: RED CONCRETE/CDNCRi BLOCK I POURED.CONCREIE (A) ;TO EXISTINGPOURED CONCRETE_(Min.('c 3 k0;) MAXIMUM OIVALL'SILL.MOUNTING, ©CEILING MOUNTING @)FLOOR MOUNTING - 1/4b TAPCON OR TAPCON'WITH.,ADVANCED•THREADFORM TECHNOLOGY.ANCHORS,AS,.MANUFACTURED BY I.T.W.BUILDEX.:(Min.-Fc�'3,ksi) SPAN AN.HORS SPAQNGj.EgM - 1/4'0 x 3/4 ALL POINTS SOLID-SET`MICHORS,AS'DISTRIBUTED BY ALL.POINiS$CREW, BOLT.&SPECIALTY COMPANY (Min.Yc,= 3 ki i) (N) •OE4GN IEGtiNE PRF151AE RAIueC .OE5671 AFfANE P90 11fE:RA79iD.. 0 OLS471!F)UME P90 112 MTNC TAPOON OR -1/4'0 BLUE TAP"CONCRETE ANCHORS.W/CAP AS MANUFACTURED BY;FLORIDA AND DIRECT,INC.(Min."Fc 2 ks) 30 40 60 175196 120 160 208 30 40 60. 75 96 120 160 205 30 40160' 75 90 120 160 205 - 1/4'OTAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.,.AND DISTRIBUTED BY ALL POINTSSCREW; BOLT&SPECIALTY 7APOON WITH ADVANCED COMPANY OR ANY OTHER APPROVED'LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AAIERICAN_SHUTfER SYSTEMS ASSOCIATION,INC. 14 12 10 9 8, 8' a 5.5 is a ID 9: .e 8 6 s- t4 tz to 9 e e 6 s THREADFORM TECHNOLOGY 3'-0' 14 12 10 9 8 8' 8 6 14 12 10 9 a 6 6 6 14. 12 f0 9 8 8' 6 a (Min. OR LE55 14 12 10 '9 8' 8. 6 6 14 12 10 9 1.:.- 6 6 14 '12 10 9 8 8 6 5 ALL.POINTS SOLID-SET 14 12 f0 9 8 e. 8 7 14 12 10 9 6 6 14 12 10 9 0 8 6 6' BLUE TAP W/CAP NOTES: t4 12 10 9 6 7 5.5 3.5 14 12 -10 9 6' .6 14 12 10 9 8 8 6 s TAPPER+ A1)MINIMUM EMBEDMENTANTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 4•-D' 14 12 10 '9 a 8 B 6. 14 12 l0 9 8. 6 14 I2 10 B B B 6 5.5 ANCHORS IS 1'3/4',,AND FOR BWE TAP W/CAP ANCHORS IS 1 1/2. 14 12 10 9 a' 6 .6 . 14 12 10 '9 6 4:5 14 12 f0 9 8- 64 3.5 A2) MINIMUM EMBEDMENT OF 1/4'0 s J/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE.NO EMBEDMENT t4 12 10 9 8 6 6 4S 14 12 l0 g 6 5.5 14 12 10 9- 8. 8 6 4S NTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL�EE 1 1/2'LONG MINIMUM.SHOULD STUCCO '14 12 10 9 7.5 5.5 15 - 14 12. 70 '9 •6 5 14 t2 10 9 .8 7 5.5 4. •SEE I1N:TAnONS,OF 115E FCR POST.AND 1•MINIMUM FOR WALLS'WITH NO STUCCO, 14 12109 : 6 11: 12. 10 9 6 55 14 12 f0 9 B 8 6 45 '©A CN SHEET 19 14 12 10 9 8 7 4 - 14 72 10 '9 8 6.5 5 3,5 /4 12 10 8 6.5 5 3.5';3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 L f 0. 9 8 7.5 4.5 14 12 f0 9 8 8 6 4.5 14. 12 10 9 8 6 4.5'3.75 ANCHORS SHALL BE'LONG ENOUGH.TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INOICATf:O ON 14 12 9.5 7.5 6.5 4.5 - - 14 12 10 9 8 7.5 5.5 4 14 12 10 9 0 6 4:3 3.5 NOTES At)&A:2)ABOVE.FOR INSTALLATIONS ON VINYL,SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 0 8 6' - 14 12 10 9 8 B 6 5 14 12 10 9 8 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL•STUDS SEE SHEET 20. 14 12 10 9 7.5 5.5 3 - 74. 12 10 8.5 7 5.5 4 3 14 12 8 6.5 53 4 3 - 14 12 10 9 :8 6 - - 14 12 10 9 8- 6.5 5 3.75 14 12 10 8.5 '8 5 4 - (B) TO MSTING CONCRETE.BLOCK (ASTM C-90) 74 12 8 65 5.5 3 - - 14 12 10 9 8 6.514.3 3.5 14 92 70 8 7 S 3.5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED 9Y'I.T.W.BUILDEX. T-0' 14 12 19 9 a a - - 14 12 t0 9 0 7 5 4 14: 12, 10 9 73 55 4 3 - 1/40 x 3/a•ALL POINTS SOUD-SET ANCHORS,AS.DISTRIBUTED BY ALL POINTS SCREW,BOLT&.SPECIALTY COMPANY. 14 12 10 `8 8.5 4 - - 14'12 9 7.5 6 4S 3.5 14,10.5 7 5.5 4.5 3S - - - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS'MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. _ 1/4'0 TAPPER+ANCHORS AS IAANUFACTURED BYPoWERS FASTENERS,INC-AND,DISTRIBUTED BY ALL POINTS SCREW,BOLT&'SPECIALTY 14 12 f0 6.5 7 4 - - 14 12 10 9 75 5.5 4` - 14 12 B ) 75 4.5' - - ls. 11 7 SS 4.5 - - - 14 12 10 9 7.5 5.5 4 14 12 9 7 6. 4.5 3 - COMPANY OR AJJ1'OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN-SHUTTER515TEM5'ASSOCIATION,INC. 8'-0• 74 '12. 10 9 8 6.5' - 14 12 10 9 '8 6 4 - 14 12 10 8 6.5' 5 3.5 - NOTES: 14 12 9.5 :7 5.5. 3 - - 14 12 9 6.5 5.5 '4 3 - 2.5 9S 6 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP'W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'ANO' TAPCON 1a 12 9.5 7.5 6 - - 14 12 9.5e' fi:5 5 - - 14 12 8 6 6.5' 4 - - WITH'ADVANCED 7HREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 Ls -2.11-5 - 14 12 10 .8 6.5 5 14. 12 0 6S 5 4 14. 12 10 9 8' - - - 14 12 TO 9 7.5 4.5' - 14 12 BS 7 5.5 4 - 9'-0' - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS'SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED,INTO THE CONCRETE BLOCK.NO 14 11S 7S 6 4 - - 14 11 7 5.5 5 3S - - 1I 8 55 4.5 15 - - - EMBEDMENT INTO STUCCO'SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 I2 '8 1 6S 14.5 - - - 14 12 18.5 '7 5.5 4 - - 14 10.5 7 15.5 6 14L - - EXIST,AND'1'MINIMUM FOR WALLS WITH NO STUCCO. 15 B.5 5.51 4 14 12.1 9 7 6.4.5 - '14 11 7 5.5 4.513 - 14' 12 10 -9: 75. - - - 14 12 10 8 6.5 5 - - 14 12 6 6' 5 4 - - B.J)IN CASE THAT PRECAST GTONE,PRECAST CONCRETE-PANELS,.PAVERS OR ANY VENEER BE FOUND ON THE.EXISTING WALL.OR FLOOR, 14 10.5 . 5.3.5 - - - 13 1. 6.5 5 5 3 - - 2. 7.5 5 .4. '3 - - - ANCHORS SF1A11 BE LONG ENOUGH TO,REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE'SHALL BE AS INDICATED ON 14 -tt 7.5.55. - - - - 14 11.5 9 6 5. 4 - - 2.5 9S 6" 5. 4 4 - NOTES B.1)&8.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 105 e. 5 - - - - - 14 12 9 6.5 5.5 :4 - - 13 10 65 1.5 4 3 - - FOR INSTALLATION INTO EIFS WITH.METAL STUDS SEE SHEET 20. i4- 12 10 - - - - - 14' 12 9 7 8 4.5 - - 14 10.5 7 5.5 43 JL5 - - 12.5 9.5 5 •- - - - - 12 9 8 4.5 4 .3 - - 9 .7 4s 35 3 - - - (c) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - 14 10.5 7 5.5 4.5 - - - 11,5 8.5 55 4.5 3.75 - 95 7 4.5 - - 14 11.5 7.5 s 5 - - 12 9 6 4.5 s' - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(F-D:)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 1,2•-0' t4 12 10 - - - - - 14 12 8 6S 5.5 - - - 13 10 6.5 5 4 - - - FDG DISTANCE VERSUS SPACING SCHEDULE FOR AN HORS" 11.5 03 4.5 - - - - - 77 B 5.5 4 3.5. - - - '8 8 .4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FCR EDGE DISTANCES INDICATED,BELOW.FOR E.D_LESS TWIN THE INDICATED.REDUCE-ANCHOR SPACING 115 95 6 - - - - - 13 9.5 6.5 5: 4 - - - 10.5 8 •5 4 - - - BY MULTIPLYING SPACING.SHOwN ON SCHEDULE BY THE'FOLLOt'ANG FACTORS. 9 6.5 - - - - - 14 10.5 7 5.5 4.5 - - - 11 85'55 4.5 3.5 - - - REDUCED SPACING OBTAINED USING.FACTOR SPALL-NOT'BE LESS THAN MINIMUM SPACING'INDICATED'FOR EACH ANCHOR TYPE 13'-O• 14 12 - - - - - - 74 115 7.5 6 5 - - - 12 9, 6 45 4 - - - FACTOR 10.5 8 - - - - - - 10 7.5 5 :4 3 - - 7.5 5.5 4 3 - - - - ACTUALTAPCON WITH ADVANCE TAPPER + T2.5.8-5 - - - - - 12 9 6 4.5 4 - - - 9.5 7 1 5 1 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL,POINT SOLID SET BLUE TAP W/CAP e 6 '- - 1 - - - 13 9.516.5 5 - - - - OS 7.5 5 4 - - - - � BY BLADE O DICTANCE MIN.SPACING 14'-0' 14 12 - - - - - - 14 10.5 7 5.5 - - - - W8.5 55 45 - - - - E.D. MIN.SPACING- 3' MIN.SPACING-.3• MIN.,SPACING a 31/2• MIN.SPACING-3' 3 J/4' 4' 1. 7.5 - - - - - - g 7 4.5 3.5 - - - - 7 5 35 3 - - - - V DE W POURED CONCRETE h PARED CON FEM COiOEh B= POURED CONCRETE& POURED CONCRETE&POUfffO OJfl]itfE cmnulElE BtNxx I1.5' 8 - - - - - - 71 8 5.5 4.5 - - - - _9' 6.5 4S - - - - - H V W I N DO CONVA ED TE BLOCK, UN.E0.•J I/2' MN E0.•2 1/Y CMR ED.•7ONCRB1 2'K CONCRETEMN 0..B3L•OCK 60L' !CO E0..2 1/2' 7.5 - - - - - - - 12 9 6 - - - - - 9.5 7 4-1 - - - - - 3' 1.0 0.90 1.0 0.78 1:0 '0.84 1.0 15'-0• 14 - 2- Hl'.2 13.5 1065 - - - - - 10.5 8 5 - - - - BLADE WORKING z 1/z• - 0.90 1.o 0.84 ra 8.5 55, 4 - - - - - 6.5 :S } - - - IN UNISON. _05 8 S - - - - _ 8.5 s 4 - - I- - - 2' 7 1.5 8.5 5S - - - - - 9 6.5 4.5-014 _ _ 125 9.5 6 _ _ _ _ _ 10 7.5 5 _ _ _ _ 4' - 0.91 - 0.4e - - 9 4 - - - - - 6 4:5' 3 - - - 1 1/2' 0.35 - .355 - - 9.5 7 s - - - - - a .6 . - -.4c_ _> FLORIDA BUILDING CODE(Non High Velocity' Hurricane Zone. `1{I7 P�Y !// 02017 TILTECO,INC. ®.2017 EASTERN METAL SUPPLY, INC. '%VicNs�C:� A BERTHA H TM E C O N Accordion Shutter System y� H.V. BADE#1 W/OR W/o HV. WINDOIN BLADE • a l� ? TILUT TESTING & ENGINEERING COMPANY American Shutter Systems T' T Y EY.No 'DESCRIPTION. DATE DRAWN BY: LC. �O• Tq��F '6]55 N.W.35JI.St-SU.305,VIRGINIA W.RDDZ.FLORIDA 3318 Association, Ina• 1 OLD 15-085. 7/27/1. _DATE: 07/27/17 R�'k,•� : PS ':(305)871-1530.Fox:(305)871-1531 4268 Westr6ods Drive 2 :e-1 r%1,: RID tt�� 1I` A-mai cnoc0000l.com West Palm Beach, FL 33407 3, DRAWLING No �V�Odi,•••,•• G\�VWALTER 1,7ILUT1Jr.P.E. - 4 17-107 P..EC-5 EA4/ 6aT{t9DATE FLORIDA.Le./44167 5 SHEET 6 13 OF'20 :� .+: _ , . •: 1/ VIN:.� u. 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G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN.,COX 2.W:MIN.Gmm0.55, FIR NORTH FIR:SOUTH DOUGLAS FIR W/ MIN. G=0:50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN.G LAS FIR W/ W/ MIN. G=0.43 W MIN. G=0.36 SPA((to WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL.MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O. WALL MOUNTINGS IIA WALL MOUNTINGS B.O.WALL MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS' M, N. 0 & R FLOOR.MOUNTINGS P & Q S h V 5 &V S'&V w & x w & x W & x TE!377 not RjWK wx tr'Uf LU OMM NGTE ffism Sari 9 M it93+lF IDT Rese M M Isa Mica YECAw Rem Mw(74)Is&713TH L1U16.,mmr w7c(p:)ks&IES kpar Ferw ux W u m w;Im msm MRC(po Dsx tilAm fl115.FtPAm C4 M Mai i:GCF,m3F_ROH;(;4 LSR 001114AS1.PB8K MIR:;(FI) 10 40 60 75 90 IGS 30 40 60 75 90 ,05 30 40 50 75 90 05 30 40 60 75 90 05 30 40 60 75 90 06 36 d0. 50 7.5190 05 30 40 60 75 90. 05 30 40 60 75 40 05 30 40 60 75 90 65 30 40 60 75 90 OS ,-o.OR LESS 12 10 11019 18 18 6 6 6 16' 6 1 6 12, 10 10 9 18 186 b 0 6 16 16 12 10 10 9 8 "8. .6 6 1 616 16 1 6 6. 5 4 4 14 13 12112 12: 12 12112 12 12 12' 12 12 12 12 12 12 12' 12 12 4'-0' 12' 10 11019 18 IS 6 6 6.6 6 6 12 10 10 9 8 8 6 6 6 6 6 6. 12 10 10 9 B 8 6 6 6 6: .5 6 E 5 4 4 4 3 12 12 12 12 12 72 12 72 12' 22 12 12 12 12 72 12 72 22 [12 10 f0 9 8 B 6 6 6 6 65.5 12 10 10 9 b 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 .4 3 72 12 12 12 12. 12 12 12 12 12 12 12 12 12, 12 12 12 0. 5•_p' 10 10 9 8 6.5 6 6 �6 6 5.5 4.5 12 10 10 9 8 "5 6 5 6 .5 5 4S /2 10 70 9 6 .5 6 6 6 6 'S 4.5 6 5 4 4 3.5' - 72 12 t2 t2 !2 t2 12 t2 12' t2 12 12 t2 12 52 12 '10 8.5 T_p' 10 10 96.5 4 6 6 6 '.5 4:5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 70 10 7 3,5" - 6 6 6 5 4 3.5 6 5 4 4 - L2 12 12' 12 12 12 72 12 12 12 12 70. 12 12 12 0.58.5 7.5 B'-0' 10 10 7.5 4.5 3 6 6 6 5 4 3:5 12 10 10 6 35 - 6 '6 5 .5 3:5 3 12 10 70 4 - - 6 6 5 .5 3.5 3 B 5 4 - - 12 12 12 12 72 12 12 72 .12 12 11 9.5 12. t2 1.5 9 7.5 fi.5 w-w 10 AD 5 3.5 - 6 6 5.5 .5 3.5' 3 12 10 9 4 - - 6 :6 4.5 4 3 3 12 10 4 3 - 6 6c 4,5 4 3 3 6 5- 3.5- - - 12 12' 72 12 12 10. 12 12 12 1. 9.5 8.5 12 12 10 8 6.5 5.5 1D'-p° 10 7:5 4 - - 6 6 5 4 3 - 12 10 6 3 5 6 4 .5 3 "- 12 70 3 - - 6 5 4 .5 3 - 6 5' - - !2 Y2l 1272 t. 9.5 12 12. 12 10 8;5 7.5 12 12 ,9 7 �617'-0' t0 5.5 - - 6 5 4.5- - - 12. 10 4.5- - - fi 5.5 3,5- - - 12 10 - - - - 6, 5.5 4' - - - 6 5, - - 72 12 12 12 10 8.5 12 12 12 9.5 8' 7 12. g816.55.5 4.5 iy_p• 10 S.S6 6 4 - - 12: 10 3:5 6 5 3.5- - - 12' 10 - - - - 6''5 3.5- - - 6 5, - - - = 12 12 12 1,5 9.5 8 12 12 11 8.5 7 612 5 4 13'-0' 70 - 6 6 - - - t2 50 - - - - 6 4.5 - - 12 7.5 - - - - 6-4:5 - - - - 6 4:5 - - - 12. 12 12 10. 8.5'7:5 12 12 10. 8 6.5 5.5 12 4'-0' 12 10 - 6 5.5 - - - - 12 7 - - ^ 5.5 4.5 - - - - 12 7 - - - - 5.5 4:5 - - - 6 3 - - - - 12 72 12 9.5125'-0' 22 - 5 - - - - - 6' - - - - 12 12 1T 9I6'-0' 12 - - - 6 - - - 12 - - - - - 5 - - - - - 1:5^ 5 3.5 Q HV BLADE OR .1 HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON ♦SEE. TARONS OF UFO SE R 9LAL_ OH S-IZET 19 + NOTES ON ANCHORS REQUIREMENTS:'WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR'OR SCUO'WOOD SOFFIT S}W.L BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-OS5(N.D.S) - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.SURAE% W/MINIMUM EMBEDMENT,AS INDICATED AT -DOUGLAS FIR 11/G-0:50(N.O.S.) EACH SECTION CH SHEETS 16 4 17. -SPRUCE PINE FIR NORTH W/G-0.43(N.O.S), EXCEPTION:.SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.DS.). =MIN:1/2'CD7f'PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SNAIL BE AS PER MOUNTING T)TE U.SHEET 17 AND SHALL.CONSIST OF LAG SCREWS AS.PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SKILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND.SPECIFICATIONS OF THE .ANCHOR'S MANUFACTURER FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone 11 1yf1f°"Qt. ,©2017 EASTERN METAL SUPPLY,INC. 02017 RLTECO,INC. �3 ••�c�Ns�. p BERTHA HVTM - 770757, A Accordion'Shutter System Q " y 4 e: w w. w w KV.ELADE#1 w/OR W/0,KV.WINDUN MADE TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems EV.:N DESCRIPTION DATE DRAWN 8Y: LC: 'Association, Inc. 1 o D 15-085- D7/27/17DATE:. o7/z7jt7 �, Ct slss NX asu.s: sY Ds Vtl:GRFW GARDENS,r7nax7A 137 .p.268 Westroads Drive 2 DRAWING No. 1 Phone,:(305)871 1830 F :(305)877-1531 - 1 /� 0 _EB t lglFoo, West Polm Beach, FL 33407 ` -�y1Al f.'g �1f WALTER A.TILLR Jr.P.E. 17-1.07 '�-�O� i FLORIDA Ue.1.44167 S SHEET P.E. SEdCf3tRt to RE/DATE 15 OF 20 III INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS, FOR M HV & g..HV* BLADES AS APPLICABLE) MAX. SHUTTER �PAN S ) a y - L+ OR L— FOR INSTALLATIONS INTO WOOD WITH 'HV BLADE Q ONLY SHALL ,-WALL FINISH BE LIMITED TO 1'05.0 DO. A.S.D. DESIGN PRESSURE RATING, SEE SHEEJ 19 FOR MAX' SPAN & 1?4'0,TAPCON OR ASD 4 DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 0)& 6A) WORKING IN ;UNISON TAPCON.WITH ADVANCED '0 TAPCON OR THREADI`ORM TECHNOLOGY' XAPCON"LT.ADVANCED TRIZEADFOAM TECHNOLOGY W/ 1 1/2"Min. 1 1 �T AD V1? 1 1/2"M! PENETRATION OF THREADED AREA TO EXISTING MR.SEPAaknOR :E OF THREADED TO WOOD HEADER_ (SEE SCHEDULE ON SHEET 15) 1/4*0-20x3/4*S.S.MACHINE XTSTMG WOOTO (SEE SCHEDULE ON SHUT 15) TO MASS(SEE __T`0R % SCH3X)UE ON• DET SORE iS -20 NUTS 11 FOR-BLADESIH)AW 0111c '2�O.C.C /4 9 ON SHEET 19 j wa FOR OR I'minzr— ExI I mADEs(D&6 "i GLASS-.{ xr. FINISH OR F u 11 0PTICINAL 7 FINISH EXISTING I 114IN L _t2., D NO WOOD' HEADER REQUIRED )R.TAPCON,V�TH ADVANCED- HEADER REQUIRED I i/4"11,TAPCON I -THREADFORM TECHNOLOGY W/1 1/2* Min.PENETRATION OF THREADED AREA To EXISTING SEPAR, GLASS--I .(T TO EXISTING WOOD HEADER. Loss _SCHED LE�6 SHEET 15� EX C SHEET I I (SEE. U I, ON GLASS 2"x4"CONT. SILL I�GV 1.- —9. fl 7 SHEET 1.14 ISAIG SCHEDULE"ON G BLADES M0 4 PLATE REWD. I HV WALL HEADER INSTALLATION, ILL INSTAL L I A I TION HY WALL HEADER INSTALLATION .7 IJ MIN.SEPARATION TO GLASS ------ EXISTING (SMUI_SrSEPARATIOOH��TO GLASS (SEE SCHEDULE ON:SHEET I 1)� I I . ,E SHEET ") CLAS Eyjsnt4 SCHEDULE EVS .TO�s GZ 2'.4�'GO MIN.SEPARATION WOOD PLATE (SEE SCHEDULE ON SH MET 11) SCREWS' 1/4'0-20.3/4�S.S;;; USING 1/4"-�20 NUTS REG' MACHINE SCREWS =0.3/4'SS. 0 12'OC; I OR 15 20 NUTS 0 D.C. FINISH WALL F1121 7 OR@ @pR `2"x4'.CONT.CON EQ 1/4'0 TAPCON OR TAPCON WITH ADVANCED II WOOD PLATEE REO'D., CONT. rSIUL PLATE THREADFORM TECHNOLOGY W/1 1/2- ErRATION OF THREADED AREA TO MX TAPCON H..'A (SEEING WOOD HEADER. L6 1/4-6 TAPCON OR, 6C /jyANCED A TAPCON OR C m=1 SCHEDULE ON SHEET 15) THREADFORM'TECHN I TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL Min.PENETRATION OF THREADED AREA INTO PLYWOOD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY,. IJ WALL FINISH- . \ 1/2'MO.Go _,t1_1 _E SCHEDULE ON SHEET 15) EXISTING,MN,1"x4 pi TVA 112.Mi.,PENETRATION or 2-MOUNTING SECTIONS CAN BE STUDS a 16 ox. \ F MIN,COX PLY%1OOD RE9'D. WALL FINIS tTSH 0 GNREA INTO COMBINED IN ANY WAY-TO LYWOC&TO BE ULE ON SHEET 15) SUIT ANY INSTALLATION. REQ'O-P Ds� EE HE HY WALL SILL INSTALLATION LEXISTING WN 2*.4-,STUDS 0.16'O.C. AX.REVO. ATTACHED TO IN PUAVOCID TO ATTACHED TO STUDS INACCORDANCE ACCORDANCE VATH SEG_ WITH SECTION 2308 OF THE F.a.C, TION 2308 OF THE HV WALL SILL INSTALLATION ♦SEE U I I USE OF 0 GLADE �!HCKET p HV WALL SILL INSTALLATION F.BC. FLORIDA BUILDING CODE Nan High Velocity Hurricane Zonel C 2017 EASTERN METAL SUPPLY, INC. 02017'41LTECO,INC. E*11A BERTHA HVTM Accordion Shutter System sc�_ql m c KV; RAM'#I W/OR W10 H�V.' A.S.S.A. American Shuffeir Systems L.C. TIWT TESTING & ENGINEERING COMPANY DATE DRAWN SY. 0 vr�cwmohi 5 N.W.36M SL,Sti.205,WGRIA CAROMS. DAQ Association. Inc. I LO' 15-085' 07/27/1.7 DATE: 07/27/17 Phone:'(305)871_,.o 4268 Westroods Drive 2 !ZF V mal '.Co.o— West PaIrn Beoch, FL .33 1 40 .3 DRAWING No 17-107 0 4 1pp g tt ET WALTER A.TILUT-Jr.P.E. FLORIDA Uc.,#44167 5 SHE P1. ODATE 6 16 OF 40 END jNSTALLATIONS.Q1�i HV BLADE OR WINDOW BLADE INTO Vx4" MIN. WOOD STUDS '2'14 —.NOLO .sRiD'AEOb. 2-as--YIN...M'Oa0 •x{•'uIN. Z •�\�. \ r seas ac3.6. is >*✓ / . -,< z-x+'YIN. aiwosnros. iH•+riFcox f /f /./ i/ , (as.waudunEy \ t ->ralae o a'oe: X/' i %saws oA WJ a, {" .ITn'eQlnurorJ JJ � `Y/ IE%i51:e:6 GlASs^\ TO I/DD*1 STM Em. E%is m BASS" ',� /\ EYJStNOUS 1 / \ i E%6tINe C ASS \ �.. I(111y YJL STFA21TiCI1J f/2•YIN.COY ,O MSS(SEM FLYrWC. J SO GLl`S(SF_T ° Ear'OaE ON SEET TO Siam t/2•tart. S OttE tTt SNFZF PLYWOOa. 1/I6•r]•YA%. 11'FOi ftlOE 4)" solm 9 w 9E2T FLYYDOp. It m w(RC1 11 FOR EV:a:(OF+a (6083-Ta)corer. NJ1L In•Nal COX w SIEZT 1P fOi. 11 fOR OAOE 4, 1/2' �' t1 FLR BATE meta CN SNEEr 19 ALM 4105IIt NJt91 J§,Ya90O., Er..YSatOp ty Is FG QBA rf,(}e.mR 0ltES(¢a 1 2•'NIFL mag ,/2 N+ISA t AT QOff.A g .Ya: /10x1/z•s.Y.S - YMW ��y0._2. 01E O.G /t0ittz'S.N.s. —_ (laas•m AtJO'7 2NElarlf o1e.o.c. - .4 fi)/v.rJJKaa m j xNt t t•0.4 R w,i ! ateax ssi a s{¢orw 4 SEE OEFJYL i TO I s10:CDm'am sEe'oEr.n.Y FOR t OR�'. ( To rAJ,eNs' ��� rr.... sSVE at'•T^ N :fs- e,0 e ;a•{+ Q^V`O-W� 'JJ SIDE Cb,MECTKW I �p -l:J"�ll 6�"LY- TO .TIYLAS 1S}r•Sd- •�.©;f�'r To muNs (D-0.O-G- T3- @•�-p i�- •®' a r r 02: 6.0.6. 3 - § iOO,�r O• TAI 4) €3� END CONNECTION DETAIL(9) END CON E�CTIO I DETAIL END CONNECTION DETAIL ENR CONNECTION DEETAIL ' :E1USi1N0 • PEONPiED ONLY F03'SPhNs GRiAER iNAY 12'x0' Y:a'uca xo D p,1/2-U uvroris 1 jJ•o TwcoN,wao ry".ff STUDS REO'D W/1 f/2•NCJ, w/'1.i/z'ui� 016 O.C. ExsnKG arAu--� FQ EIMnON 0 t2'O.C: PETL•JWa10Y O rY O.C. T. ISS�(Sm, 4 ♦ SEE URAITAMONS OF'USE FOR SDIMME rrtrL ypARmw }..'` \`. \ ` :.//. / /�'/• 1/2•uLN. 1a rtmNm 4)-- BLADE'(A dN SHEET 19 �` 1 1 OR SHEr f6 FJt � 11�NR�9.+.OEm 1n^ i Ii / 1 ! `�-/ 1 flJ0Es Q34p - •--�a`` __ .- w 9�r'19 PoR I /2 Nf 1`\ '•I . 8t i•FSRta 1 l I D Z _ _ l (1 CA.$()G.4 T(1J04 I n (,11UR - ,I I N• �.��, Q1 3R��. ! 4 {+ �I t�7rtJCs•a^`f{�4Rt)`3yIEW Y Ob+o+(�•Qw 10 �S- `.YJLL itVKM STUDSA¢0'D�0 SN•l `j-t� O O PLAN DETAIL X END CONNECTItIN DET111L (13 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE{Non High Velocity Hurricane Zane it�1��q�.•• /l, 02017 TILTECO.INC. ©.2017 EAS-1, A4EfA!.SUPPLY;INC., V:,, •• N ENS �.� M1 VTM BERTHA H ji L E,C O r w c. �, , .,, , Accordion Shutter System N V: BLADE#1 WJ OR W/0 H.V.WWW MADE American Shutter S stems TILLIT TESTING & ENGINEERING COMPANY Y EY•N D,15-08 OAT/ .OAV-, 0 Lc. �p hTA Assoctc#tan, Iqc. , of@.t�-o@s 1I27It eATe o7/z7/t7 6355 ti.W.3616.St Si 305,VSaGINV1.fNia2tJ5,FLORIDA 33ie •,'� , Phone:(305)871 1330 m Fox:(335)871-153,1 4268 Westroad's2rdve 2 QRAWING No a:CR."C".eam West'P.oim Beach, FL 33407 3 WATER A TILUT Jr.P.E. a 17-107 rcL3A 3A c.¢:aats7 6 SHEET P.E. SEAL"/SIGNATURE/DATE 4 1 B OF 20 1 �J""�S'OA�%' •.GENERet LMRA710NS'AND CONDITIONS OF USE FOR RUnHA (33 A O 1.MAX.•AS.D.DESIGN,PRESSURE.RATING:+110,- 110 P.a.T. 2.MAX.SHUTTER SPAN:964 3.ALLOWED MOUNTINGS:.A D,C&H ON SHEETS 6..7:AS WELL AS MOUNTINGS M.0,T.U&W ON SHEER'16&17. 4 ONLY CENTERUATES 2 (BOTH W/ 44 OR PRE.ALLOWED•WITH 11 4 dRI 5 ��yy ED_IN A Sri2EERSCAL OR OPP M.IA OUT.IN CASE OF OPWSINC O09Oo4 LAYOUT, MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF c E. TYP.EA.END • • ! • 5.(A)HV WINDOW�BIADE @ SHALL ONLY ALLOW A IMXIMUN OF 5 OPENINGS (3"0 HOLE'S)FOR 4O PER,BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDQWSS ;.I ,• OBF)ANY 30LL�CFOR®.E FROM TSHAM BE OP OR 0112TON EDGE OF HV WINDOW BLADE 1� ALLOWED AT HV... YANDOW BLADE 1& W (C)FIRST-OR L 5kT BLADE COMING OUT FROM STARTERS'AT ENDS MAY BE NV ` WINDOW BLADE 1 1 -.. (p)HV;WINOOW BLADE.1�MUST Sr.RUSED ALTETTNA7E.TO A SOLID HV BLADE.Q THROUGHOUT SHUTTER'S:WIDTH. g . . • s r f (E)C -TES SFHNLL ALWAYS BE INSTALLED'ADJACENT TO A SOLID W BLADE 1 AT;EITHER SUE OF THEN. ,SEE END 3s (F)POLYCARBONATE HV'WINDOW®SHALL BE INSTALLED SO TLSAj'TABSUST FACE .CONNECTION ,`•;_;',• '• s_ .• - ♦ • -• $ INSTALLED AND LOCKED A HV S OL PROVIDED BY ASSA, THE INT,EPoOR OF 7HE'OPENING BEING PROTECTED..HV WINDOW M .DETAILS.ON SHEETS ONLY 'USING SETTING TO NC 10 di 16 TTP. 3 FULL HEIGHT. 6.SEE ANCHOR 1 1B BUILDINGS ON SHEET SPACING6HEDINSTALLATIONS ,AS LIMQED BY SPAN AND:DESIGN LOAD;(SEE'NOTES: P P 1 &z neovE).. � a ry 7.-SEE-ANCHOR.SPACINC SCHEDULE FOR WSTALL TIONS'.NTO'POURED. CONCRETE LOR.CONCRETE,BLOCK WALL ON ED SHEETS 12&13 AS UMTTBY SPAN AND DESIGN.LOAD(SEE'.NOTES 1 &.2 ABOVE): 6.MANIMU4:SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: (SEE PLAN FOR REQUIREMENTS)' 6 TTP"TGP:&BOTTOM WINO ZONE MINIMUM SEPARATION TO GLASS NUMBED'WIDTH. - 1 THRU 3, 1' ELEVATION WH•SEPARATION TO MASS, ---.--'EXISTING GVS9 SEE SCHEDULE ON 94M 11.FOR BLAD^ED 4' 6.25• ` - - ON- --FOR BLADES(D&V ------- Z---------- --=--=-----_---- ------------- "i W/6!kFXTFRIQ AND W/ OR (SEE NOTE 4 ARMa 7� 167 TYP. $1'iAIAEfRICALL ENTERMATEs:`21.2�j \\. �Y false aa�:• L 1 W/(la ORES aND W/O�j(S NOTE 4,ABOVE) ` PLAN ^ TYPICALl HV BLADE WORKING IN UNISON WITH HV 'WINDOW BLADE 1A SHUTTER* -- h.. FLORIDA BUILDING CODE(Non. High Velocity Hurricane Zone 02017.TILTECO.INC: 02017 EASTERN METAL'SUPPLY,INC. ' cENSF , BERTHA.NW, AS S A Accordion Shutter System ■ ■ , ■ HN. BCADE//1 W/OR;W/0 Ky. iMrovW MADE American Shutter'Systems Q TILLIT TESTING &'ENGINEERING COMPANY y CYN DESCRIPTION DATE DRAWN By. L.C. 6355 N.W. (SC s ISMNRF (305),FLORIDA53]316 Association, Inc. T OLD 15-085 7/27/1 :DATE-- 07/27/17 PN.W. a(305)871 10, .,F_ (FMS, LO4268 Westroods �DriVe 2., [7 e mDRAWING NO s �••'ep�Cy , al. a Ultmoe .com :West-Pplm Beach, FL 33407- - 3 - EB-00067]9 '/''') "�07 WALTER'A TILLIT Jr.P.E. 4 oTUD41x./'44167 s- SHEET P:E SEAL/SIGNATURE%DATE 6 19 OF 20 x ;1/2'%_653 RADE 4 )° N INSTALLATIONS W/ n HV BLADE & HV CENTERMATES �1 -12.000-Max. n.ASTM 0.0 CRANI 40' M n- VARIES Mn.G-60'GALV.STEEL. 2. Max. METAL STUDS.AT 16.OC.. w 436 INTO METAL STUD WALLS• ------- "a 6-o.c. 40 41 moa. W o -------- 1/2• 47s * S CONDITIONS 0 U 3a 1 f4"m NOMINAL. W 11 3 ENERAL LIMI F ALUMINUM SLEEV / ' 43c / 430 12 b= ] HV BLADE ACCORDION HUTTER 6063-T5 ALLOY G 3/4 6 1 4 Do3s TH1cK Mn.l SYSTEM INSTALLATION TO METAL STI CONT GALV.STEEL TRACK DHANNEL.i'a 6"D.C. .®6 D.C.^ 1' z UD WALL.�' /STM A 653 GRADE 40 M G-60 I GALVANIZED FASTENED TO STUDS ; / '' ;I T—j SEPARATION TO G ASS SCHEDULE � 3.000" 'W/(2)#6x1/z TEK SCREwS,ON 1 EXISTING FINISH .39 z. 1, MAX. A.S:D:. DESIGN PRESSURE RATING: +75, -'75 (psf) �—MDx. INTERIOR&EXTERIOR FACE I AS APPLICABLE ) 1 w 2. MAX. SHUTTER SPAN: 84`` WIND ZONE` MINIMUM MIN.SEPARATION `J ASTM E-1996 .SEPARATION. -I 43c LENGTH +'I" EXISTING GLASS- 3-ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS TO CLASS , , (SEE SCHEDULE) 4. (TP) < 4, ONLY ENTERMATE 21 W/ 24 HV'LOCK ARE.ALLOWED 1 THRU.3 1• 43 f4"0-20X3" BOLT WITH 21 ARRANGED :A SYMMETRICAL LAYOUT. MUST'PENETRATE I e u USE (2) 35 (6° LONG, MINIMUM) MUST ALWAYS BE 4 1 3/4'x 6.1/4•X OM35-_THICK Mini EXISTING FINISH r 1 INCLUDED AT XTERIOR OR 'INTERIOR ACCESS`SIDE OF 4" 1.373• CONT.A-65 STEEL TRACK.G-6 L,I AS APPLICABLE, ,, ,I I CENTERMATE. ASTM A-653 GRADE 40 Mm.DS' 1 y_L GALVANIZED FASTENED TO STUDS' 1 W/1(2)f6x1/2TEK SCREWS-ON i, 43c 43d n INTERIOR&EXTERIOR FACE I O O.C. a 6'O.C. H -------- 1"/4"0-20.'THREAD& �..: 38 ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c 9 f4"� ELCO CONSTRUCTION W 1/2 CENTERMATE 21 APPLICATION WITH BLADE 1O PRODUCTS FAB 04STLOK HD F2 6-x 1 1/2 0.035--THICK 4' VAR1E5 ® 63b0.@: ASTM A-653 GRADE'40 2 „oX COMPONENTS MITI.G_60, -6o S'ATALVSTEEL I. MS WALL HEADERfSILL INSTALLATION. METAL.STUDS'AT 16'O.C. in.. 10(ISTING FINISH AS APPLICABLE SCALE:3/8"= 1- C- (ryp.TOP'dc BOTTOM) X _ _ 10PR'CALV 1 STEEL.:03S .CHANN E ISTIhG GLASS r - - T A-653 GRADE Lill, CMin:G-OLS ' SYMMETRYCAL I c VANRED3FASTEN TO STUDS C CL ' N/TER))16x1 2'TEK.SCREWS ON 0 / ! METRY I v.ENTERMATES W i ' 1 I IN. SEPARATION VARIES. 1I I R&E%TER OR FACE Sl'M A I CENTERMATES W/ I ro,cusg z•- ' - , (SEE SCHEDULE) Mox.1 -� • , ;EXTERIOR ACCESS SIDE ' _ ' , :;INTERIOR.ACCESS SIDE ; , I 4 ... ..., , - 1 , I --- ----------------------------- -=---------- ------ (TYP.). I N - - 3. (6"Min.) INi �:_------------------- -=---- ------------ ------------ ------ - ____--- --------------------- ----------- 24 ---------- ------ — _= ____ -__ __ _____