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HomeMy WebLinkAboutProduct Approval x - a(is i,ome Log In User Reg.stration HatTopes Submit Sructkc +arW Stats 8 Face Pubaaons FK Staff gas Site Map Unks Searcn Product Approval USER:PuCt,c User *r P oduct Appror41 Menu> Produc,nr AoalKAtiCn Saa+cn>Al i-st>Application OWiI FL$ FL389 R9 RECEIVED Application Type Revision Code Version 2017 Application Status Approved MAY 2 5 2018 Comments ST. Lucie County, Permitting Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33447 (S61)209-8263 bfeeley@easternmetal-com Authorized Signature Bill Feeley I rod rig uez@easternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative FILE COPY Address/Phone/Erna 11 Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tilitt,Jr.P.E. the Evaluation Report Florida License PE 44167 National Accreditation and Management Institute Quality Assurance Entity Quality Assurance Contract Expirat-on Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Fa ws otrsni SHUTTER SYSTEM ASSOC INC,_QBAIhII�l�i Certificate of Independence 1`029 17-107 CERTIFI r U nF iNDEPU QENt t.rLur R X89 Ro COI "SHUTTER SYSTEMS ASSrN,.INC• I ERTIFIGATION OF INDEPENDENCE f LEDF DRAWIPis 17 OS F Aon on r-nt AsfOil' SuLFTTco cvcrcMS_ DRAWING 1710$_ CFRTIFIGATE OF twncvFNDENGE PDF - Year Referenced Standard and Year(of Standard) Standard 2005 ASTM E-1886 2005 ASTM E-1996 2002 ASTM E-330 2994 TAS 201,202,203 Equivalence of Product Standards Certified By Sections from the Ccde Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 1C/19/2017 Date Approved 12/12/2017 Summary of Products FL a 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 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 11 AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 1/-108 BLRIHA HV ACCORDION SHUT TER SYSIEM,PDF Impact Resistant:Yes Verified By: American Test 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 40 psf Evaluation Reports pos,twe ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17 108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Parry: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 walls is 79'for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf.See sheet 5 for other spans and ASD pressures. 385.2 Bertha HV Accordion Shutter-Blade Extruded aluminum:interlocking blades retained by tracks 1 Only- (Non-HVHZ)-Dnvg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use m HVHZ:No FL389 R9 II.AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC DRAWING 17-101 BeRlHA HV ACCORDION SHUTTFR Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A 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 HVI blade,8'-0'for+64, - FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC 72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7•-0'p.s.f.for metals stuo mountings and 8'-0"for 110 p.s.f. REPORT-PDF for HVIA working in unison.See sheets 7, 11 and 20 Created by independent Third Party: Yes respectively of installation drawings for other spans and pressurPS. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for Storm protection. Limits of Use Installation Instructions Approved for use in HVHZ:No f 389 R9 II AMFRICAN SHUTTER SYSTEMS ASSOC. INC. Approved for use outside HVHZ:Yes (DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc Other: Large missile. Max. 16'-0-span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'0'for Biade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389.R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DRAWING 17 106 PRODUCT EVALUATION REPORT,pQF Created by Independent Third Party: Yes FEE] rArtlaU Us'.t 2601 @tar Stone Road.7aaar.asse:•F-L 32394 Phou:BSO-4AT iel4 The State U FMrda n a:+AAj EfG rmgofer.crorncnt 2071 2QE3 Stare cf Fbr•�a. it+v xy Statement Acce�s+bdd.r S'atement RghtnA Statern.-nt UnCer f101.da L—,em14 aadres4es a-p.W record, It y—*o rut'want yuan a—,t add—rete see.•t resp—to a pJd.c records r —t,Co net—C!•'iNtTaa .mad to M.s ertwt.:nst etd,cWtact the off—by pt—or by t—hmnai n.au.:f you!v aeWle v slc n—please cc:uacrn f 950.467-:395.'P:rrs-aa�:to S-:. 455.275 1;.Florda Statutes,egectr.e October 1,2012,bcerts4es lceesed under CnaV*-455,F.5.T•_4 pri- We:roe Depaftme0t-Mari email Maness n tf.ey hate one The ema4s prorrCed may be rood for offn-nal commum.ytxn.wtth the bcen>ee.Nu..ever eine.:asdresses are;re.tM.e record 1f you C•...ct w.sn.o wpfY a t>ers�wI addKsa, W.ati.pmvode fh±rewrtmew wer.an email address whKh can lir rade A—L.We h,the pub!-To dxer.nme f you area b+er,we under CTapW 455,F.S.,WWase ...ta I— Product Approval Accepts! GENERAL NOTES: 1. BERTHA H. 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 BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTTONAUTY FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL.NOT EXCEED THE MAXIMUM (A.S.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 A.S.D. DESIGN WIND LOADS AREA t: HV BLADES(1i dt BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY TAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED. WERE NOT OVER STRESSEC,A 33 %INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM 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 HV ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD RAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609 1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADF & WINDOW DETAIL -HV BLADEQ /0214.01-03, /0715.01-03, /1004.01-05, /1214.01-05, /0317.02-06. #060901-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-18e6 AREA 26 HV BLADE iii AND HV WINDOW BLADE A AND E-1996 STANDARDS (MISSILE LEVEL D.WINO ZONES 1, 2 &3)& #1220.01-10 AS PER TAS 201, 203& 203 PRCTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW ELADE Eq #050501-08 AS PER ASTM E-1886 AND E-1996 (MISSILE tFVEL 0.WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND# 0725.01-88 AS PER IAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV 13LAOF(i)AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3, BERTHA H.V.ACCORDION PINS (HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHAL1.BE#14x2.75'AND 114.1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 kai TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4, ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6U63-T6 ALLO"IS 30.0 kei AND 35.7 kei FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. 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 50018 WIIH 50 ksi MIN.YIELD STRENGTH AND 90 k.i MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6. BOATS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS HV BLADE U : 12,13,14,15 AND 20 INSTALLATION OETAItS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 HV BLADE O, &Q WORKING IN UNISON: 12. 13 & 15 END CONNECTION DETAILS 7-12 & %. W000 SHEET 18 8. THIS BERTHA HV. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL.ARE COVERED, IN WHOLE OR N PART BY U.S.PATENT 15'458,179 ISSUED 10 EASTERN METAL SUPPLY, INC„ AREA 3: HV WINDOW BLADE Cud ONLY 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 ANCHOReGE. CONTRACTCR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINCS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HO AREA, 4: HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALI. HV AND HU LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DE.TAR.S, METAL STUD WAITS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 ON'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 PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLI_D TO. 13. (a)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 DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or n,n 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. CONSIRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MENS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF IHE P.E.D. ENGINEER OF RECORU, ACTING AS A DELEGATED ENGINEER TO THE P.E.C. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAI SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT-REPARED IT. FLORIDA BUILDING CODE V Mon High •@IOCIIy Hurricane ZOne 212017 TIOECU,INC. C 2017 EASiE.RN METAL SUPPLY, INC. RECEIVED �'?:'� Ilse ✓9 BERTHA HrVTM A■S.S■A. Accordion Shutter System H.V. BLADE #1 W/OR W/O H.V. WNDOW El" Ame►eon Shutter Systems DESCRIPTION DATE DDRAW WBY. 4C.TILUi TESTING & ENGINEERING COMPANY A9eOCtotion, Inc. OLD t5-085 7/27/1 DALE. 07/]7/ 17MAY 2 5 20'8 e3a5 36e1, $L.SM. na V . s `L0—13, No '05 .Fa. (3 5)821-1531 4268 Westroods Drive 2 AC` VF71>✓•.•' �1 .-mea:UR-9ed— West Palm BtGeh, FL 33407 3 I1 EB-0tiLLA ST. LUCIE County, R-0,-mlttirtg SS/ONACE ,"" W ,.1 JN.P.E. 4 — FLORIDAFOIuc.#44107 5 SHEET R.F, Slf7AtfS+©MAYURE/DATE 6 i OF -]'r rvR nrrtaor SIDE® 6 VMiES 1.4 1' 4 4 8 • (, ea L..._ 5con- Hy SOLID BLADE OHV UNIVERSAL_ FLOATER 75 5 HV 90'/JW STARTER COVERED UNDER US PATENT N 5458179 QUALIFIED FOR USE W/ HV BLADE 10 �% DIRECT MOUNT QUALIFIED OR USE W/ t HV WINDOW BLADES' 6005-15 ALLOY AND TEMPER `�/p LIfIED FOR USE W HV 6063-TG HV BLADE ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE (&ON SHEET 19 BLADE n 6063-T6 ALLOY AND TEMPER ( 6063-T6 ALLOY ANNDD TEMPER 124' 065' 556' �� QW-) 70' .._ •Y' 7" d 117 Z226' 72 N 642 " 2. �- .---_- 0 HV ADJ. ADAPTER W f LIP 4.436" 12 QUALIFIED FOR USE W/ HV - f 920 �,'HV WALK-OVER TRACK JHV ADJ. FLOOR TRACK 6063-T6 ALLOY OD TEMPER OUAUFIED FOR USE W/ HV CjHV TRENCH TRACK 5J• 7 QUALIFIED FOR USE W/ Hv BLADE(1 i QUALIFIED FOR USE W/ HV (7)D 6063-T6 ALLOY AFID TEMPER BLADE 1 BLADE C ONLY. 1 HV RAINGUARD 6063-T6 ALLOY A TEMPER VAl0E5 t 6063-T6 ALLOY AND TEMPER "QUALIFIED FOR U�E W/ HV t' t ' () too g' q VARIES BLADE 1.917 LL — 1.936" 6063-T6 ALLOY;kV TEMPER x063' { r- .060' 670 8701 y 1.666' 3.520• 1✓1' HV CEWNG HEADER i HV HEADER/SILL C1 HD CEILNG HEADER/SII QUALIFIED FOR USE W/ HV BLADE(1 ONLY, QUAUFIED FOR USE W/ HV BLADEONLY /; SEE SECTIONS FOR VALIDITY.- 6063-T6 ALLOY AND TEMPS!1 QUALIFIED FOR USE W/ HV BIADE 0 ' HD WALL HEADFR�SILL V 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR ALIDITY. OUALIFlEQ 6063-T6 ALLOY AND TEMPER BLADE ADE ;ONLY. HV _...x._„ 6063-T6 ALLOY AND TEMPER t T _ COMPONENT A B T1 TZ >!� x r ( MY%MN VMµ I �;�, >I 2' 2' 0.125' A LJ 2' S'MAX.; 1/6' 1/8' -- 3' 1 3' 10.090. 16: SIDE ANGLES - R- 1�)...,__ ..__2' 5'MAX.1 0.192'._1192' �0. ---x---1 QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 11 2a• 7'MAXI 0.190• O.t90• r0' CORNER POSTS BLADEC) QUALIFIED FOjSE W/ HV I _- ALIFlED BFOR LADE S W/ HV 6063-T6 ALLOY AND TEMPER BLADE ClCONLY. nc 2' g'MAX,4 0.i39" 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLY AND TEMPER '�'�' fK` FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone Tf� \`IR PLi 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. �p�. •... ... �r.z - `��. �10EN3�•..vpDER 111114A rM— �T_L E O I N A S S A Accordion Shutter System ■ ■ ■ ■ KV. 11/1DE/t w/OR w/o Ky.WMOCAV RACE American Shutter Systems •r T TILLIT TESTING 6: ENGINEERING COMPANY KWAIPT N wtt DRAWN By: LL TATFpf sass N,w, u,Se.w6,vPcmr cN+IX7n,rtaSCA y1,n Association, Inc. 1 OLD 15-085 /27/1 DATE: 07/27/17 PnorK (305)671-1530 i•v: (305)871-1531 4268 Westroads Dr!ve 2 DRAWING No 0 Dry,.:,' (� �•ff1 E9-000s719 West Palm Beach, FL 33407 s °/Q•• ~0\1 wALt[R A TILT x.P.E. 4 17-107 �ilo+F; E/DATE FLORIDA uc.f 441W s SHEET 6or 20 1/4- 1 4- COST cut EAO MM.G .745. 'S 8OOlM0 PAM0—=0. VIE CAST 0 PA17 Z L .062 ------------- , 1.325" 318 ..190M CYU-W KM(001OW (ClROME PIATED) HV CENTERMATE HV EGRESS LOCK R USE W/ HV SLADE ONLY �2) HV FLOATING ENTESMA OUALIFIEV-110 QUALIFIED FOR SE W1 HV QUALIFIED FOR USE W/ HV BLADE 01 & ONLY. BLADE(D Ok 0 ONLY. 6063-T6 ALLOY AND TEMPE OLIALOIED FOR USE W/ HV BLADE( k ONLY W BLADE 6063-T6 ALLOY AND TEMPE NTERM&M HV CORNER CE QUALIFIED FOR USE W/ HV BLADE(flONLY 250'O.D. 21174' 6063-T6 AlLOY AND TEMPERPLASTIC WAD MOL.To— _L-736, .922" 4A45- SCREW '-J—_ MILL --MO'AMR RVVETINC TING cls>. ;n AFFORE RIVE Ic 4aW 1/4-9-20 x 3/4- -0 Ij S.S. THUMBSCREW 1/4 —20 RIVNUTJ. * *SFRiES 9444�JVINLJM(2024-T?N10Y)URGE FlTNGF T-, __T !L 1 1! 1 SFEE7 NUTSERT,PART#0820.AS K4VLFACTJRED W AVDEL �Fp_TrYTORN.PAFMPP�.NEW JERSEY 07054 OR EOJAL PLAN FRONT 01VATON HV MALE "T* LOCK CENIgRMALM 4- 0 HV ALTERNATIVE LOCK LOCKER FOR 'T' LOC CENTERMATE QUALIFIED FOR USE W SLADE MON1.Y HV FEMALE "'T" LOCK CENTERMATE HV "T" LOCK ED FOR USE W/ HV 6063-T6 ALLOY AND QUALIFIED FOR USE OUALIF.1 j OUALIFIED FOR USE W/ HV BLADE(_—IONLY QUALIFIED FOR USE W/ W BLADE(i3ONLY LADE I ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' W/HV BLADE Cl,ONLY. 053' A321 1, 3P_�Li CYLINDER OR WAW KEY CYLINDER 083 2, 0. .214" 2 .125'Mox. .4 0 Ar 545• 4Q NG ROD HD CENTERMATE HD CENTERMATE W/ NO 49CKI F W/ LOCKING ROD QUALIFIED OR USL W/ HV BLADL�,I,& OUALIFIED FOR USE W/ HV SLADE�.'l 1� ATIE' AND TEMPER S 6063-T6 ALLOY 6063-T6 At.I.0Y AND TEMPER HD CENTERM lNS9P_T VARIES, 12*MIN. QUALIFIED FOR USE W/ HV BLADE(�'&(1_!� 1/4--20 S_-,OR /84R-18 3 ... 6063-T6 ALLOY AND TEMPER THUMSTURN (Sff DErOOKS) CYLINDE no OR KEY 15! F— I Mi. CYLINDER 1.78 M­ LOCKING ROD QUALIFIED FOR USE W/ HV BLADE'Ct) 37 HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIFS 2333 HOOK WXT LOCK. 6065-T6 ALLOY AND TEMPER C6 Jj) ACETAL - &INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS 5ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE,01 & fAl, DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F IBZ_HV BLADF 1 QUALIFIED FOR USE W1 HV BLADE l) FLORIDA BUILDING CODE Man High Velocity Hurricane Zone, 02017 T&TECO,INC. 02017 EASTERN METAL SUPPLY. INC. BERTH RVQ Accordion Shutter System AwlS.SAM RV. R"#1 W/OR W/O RV.WMIV SAM 7 American Shutter Systems Kv.N. DESCR"O" DATE DRAWN 11r; L.C. . - TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15- GATE: 07 27 17 STATE I* DAs N. SO.305,Ool�GOORIDINS �OMA 431M M F7/27117 Ph,­,:(305)871-15M F*,:(305)87l-1531 4268 Westroads Drive 2 DRAWING No 0 -, tflW9_.­ West Palm Beach, FL 33407 3 L s/pk•» r11WALTER;TXlq-P.E. 4 6719 17-107 FLORIDA L� f"167 6 SHEET P.E.' AZQrtTN t, TE R — 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 41 12'itll1. E Qj HV BLADE t 4 ® I: TO BLADE .0625' / \ I E 1A� 1975.lam_. _..-...-.____. _ ® HV BLADE to _-_ ;I 3J ;I. NV WINDOW GIME .0625' A625 .0825' ® HV LONG RECESSED NYLON BUSHING E-\; Y OPEN I f975' Y __ •, ,:—'to>c n 1 .0625 3® HV SHORT RECESSED NYLON BUSHING I (rep) j o �4 4 HV NYLON HAT WASHER (DOR ® N ` _FLAT PORTION x EAoa R1.7 // , ... HV WHEEL CARRIAGE AISI 302-303 SERIES I I N 4: '0 ///s2',B X 0.870"x3/16" THICK NYLON WHEEL. C� I 0 E.�1 2 J/8" IN,j "V WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS - T I-!•+315'0 _ sEP REn s3 ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * � r BETWEEN i •0925' DM. 3.7500' ...—.-................ ® EXTERIOR I OPENINGS 3�3/4• - o ON NIERS 7500' MV 2 3/4" ACCORDION PIN W/ (j8 HEAD * - -----�- 4 _ 47(, a 4 -2'1/5 ta'�Iofl.Ecvenon ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 1• CLEAR I I BETnYEET1 TYPICAL HV WINDOW BLADE h AND OoR or ® 39 ' -- N...S'! POLYCARBONATE HV WINDOW D AIL NOTE FOR REOUIREYENTS) i (D OR I 7k POLYCARBONATE IMPACT RF[IttanT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE I RESINS, UV-STABILIZED GRADE OR SABIC * PIN 3 x I 1TO BLADE LAE INNOVATIVE PLASTIC LEXAN 103 RESIN 0 ® I r I (SEE NOTE "F" ON SHEET 19). a OR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3®J o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR m� HV® BLADE. ili ( ! POLYCARBONATE SOURCES FOR T�'PICAL SHUTTER ASSEMBLY ! ! EXTERIOR APPUrAIRE RMLT N'.' ' "A PP.PERIES VAII& F.w lRe 1..wx (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT NV PIN©OR 4�AT m E"(q IOft uelNssa a,u w s EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVtO sn 124"- BLADE'S KNUCKLE. 195Cd1 BLADE WHEN CORRESPONDING TO INSTALLATION 111", SHEET 7. (SEE NOTE " FOR ECRK c9ANY As1Y Dn2 sou lb/'. O.o13 e/d .D�p.,, C% REQUIREMENTS) - r !i I tFNSItF NEl➢Srtt[M.IN ASIY 0658 9.4W P#i 9.300 0.11. (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16' THICK S.S. WASHER 14 "°"" SllwMGTN a ^Ec ASTY vm 12.5w PaJ. 13.100 vF SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ODMUS LAY 07W W.000 w 3*5A00 v" SHEET V MI.0256 1s R-N/i" 17 R-row Dar n�RNrO cway.-- SYME OENSM WHEEL CARRIAGE DETAIL �` � AsiY D2sa7 472 x 64.5 x 1— A5,� Y_LAYOUT PATE OF 8~a W.— e..,CA c-,QAI5 SFIf x MC.N MS 01926 1010 T 960'F ITA'ad2w; As1Y.155 TENS"411—NTIR NwA o,. M5 636 9300 P.rJ Y010 Pai T) HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS ���`°a`""""� SM a6,P.lE 66aPu. N.T-S. j1E1fEEiia�xu...>�. A t FLORIDA BUILDING CODE Non Ni h Velocity Hurricane Zone ,11 Q.�'�,�CENSF••..`�9X 02017 TIITF" INC. 02017 EAS'IFRN METAL SUPPLY, INC. 11%Thu L E C O I N�. A.S.S.A. Accordion Shutter H.v. BLnDE#1 w/OR w/o RV. WINDOW BLADE TILLIT TESTING A ENGINEERING COMPANY Americon Shutter SystemsEy N TxatRlPtloFl DATE DRAWN BY. I-C �1•••., :•'.���, sass N.W.360, S,..Sa.705.vlRvsA c.AOos,FL01104 77,e Association, Inc. 1 I OLD 15-085 7/27/1 DATE: 07/27/17 4 Ps00e:(305)571-1530.Fsa:(30.5)871-1531 4266 West,uod5 Drive ss/QMa`E�j1.11 —.A!Iv°S001-vpn1 West POIm Beoch, FL 33407 =2 DRAWING No • WATER A TILUT Jr.P.E. 1 17-107 P.E. SEAL/SIGNATURE/DATE rLowDA�`' 44157 5 SHEET �•�w few — 7 (i' � w *-NOTES ON HV LOCKS AND _ENTERMATES A Y C 0 1 Y N 4 T U �§ 1 ,�w .l�;w�• I. MANDATORY CONDRION /1: ONE HV LOCK�&or�0 SHALL BE USED AT 1/2 OF SHUTTER SPM! FOR ANY SPAN 1 OR 12"ABOVE OR B;l*OW j(2 OF SHUTTER SPAY FOR SPANS UP TO 105'.AND FOR INSTAL TIONS T ANY ELEVATON. HV LOCK% or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR _ i I n 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 i---/- 11 TYPICAL SHUTTER ELEVATION. Qw`Jw 1 j ��w• 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS�f r�OR�§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LACKS TO CENTERMATES(2 j - r- OR SHALL BE AS NJOICATEO ON NOTE (1) ABOVE. 17LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. II �2 IS 11S£D W�T1N0 H.V. LOI_JIS)c LOCKING RODS ARE NOT REQUIRED AT, URRICANE POSITION, BUT MAY �4 S�oRoRoA(T ''E_�w I�3 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS q§OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). W 4. •ONE FIV LOCK 99LL SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ANO INSTALLATIONS AT ANY ELEVATION. FIV LOCK L24 or f*SHALL BE USED AS AN OUTSIDE OR INSIDE. LOCK. ATTACHED 70 k3 CORNER CENTERMATE W/(2) 1/4'0-20'x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS�S AT TOP k BOTYOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. NDC- MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. m� �. a s. f1JRST ALTERNATE TO I VALID ONLY FOR W rES 91 NE RNATE H'4 MAY INST CATIONS ATTEANY ELEYATIONCKAl. RNATE LOCK E0 MAY D IN E BE USED AS AN INSIDE-OR OUTSIDEU OF W LOCK FOR ANY SLO AN .ATTACHMENT OF 1/4'0-20x3/4'S.S. THUMBSCREW TO fj.OR 0 CENTERMATES SHALL BE MADE W/ 1/4.0-20x3/4'ALUM. i1 — 15i �� off; RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6.11ANOATORY CONDBION E3 FOR EVcro 1 A� a � / I IG/ST NATIONS ONE HV LOCK Q or 49 or Qy SHALL BE I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP iG 96".AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK(� or ar MAY IE USED AS AN INSIDE OR rU OUTSIDE LOCK,ATTACHED TO 11,or P SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE FND ON ` M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS g W/�' CONNECTION 'I ) "- OR Q LOP AND BOTTOM 15 COMPLETELY MANDATORY. DETAIL$ON 0 F E N I J [ L Y I P 0 V W X LL HEIGHT,18 U SHEETS A i I' *DOTES ON HV "T" LOCKS AND CENTERMATES: I• _ OF CORNER CONDITION 01 VALID ONLY Hy uraAuao'x10m- I CENTERMATE 1 ONE ALTERNATE HV 'T"LOCK ANY BF INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND d -C,0- -C'•a®a��.�ydw '1 INSTAL1h?lON AT ANY ELEVATION ALTERNATE LOCK 0,MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT � OF LOCK INCLUDES USING REINFORCING LOCKER CI, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 10'115;aR +LI J)oA�" 166 - 1 CONNECTED TO CENTERMATES®AND'*W/ 1/4'0-20 x 1 1/2'LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32" WINGNUT OR W/ 1/4"0-20x1•S.S.M.S. INTO A 1/4.Ox 5/8*RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' i 6) 7 1 on MAXIMUM ABOVE AND BELOW MIDSPAN, USE OF TWO LOCKING RODS(j�TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTFRMATES 1. No LOCK 1�,(�L`Fm ERMATES j,1 "'I W/A ONE ALTERNATE HD LOCK( MAYBE USED 1N UEV OF TYPICAL J , HV BLADE SHUTTER ELEVATION HV LOCKS 124 OR�5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK S{:MAY BE USED N.T.S. AS AN INSIDE OR OUTSIK LOCK.Al TACHMENT OF HD LOCK F3.TO C4 IS W/3/8 x 3/8"F.H. S.S.M.S..AND INCLUDES REINFORCEMENT INSERT_SN AS SHOWN ON SECTIONS H08- AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIOSPAN.USE OF LOCKING RODS',73 IS COMPLETELY OPTIONAL. FLOMDA BULD1N on High Veioc,ty Hurncarie Zone, 47EE�r...\CEI`...•'�/✓ 02017 TILTECO,INC. 0 201/ EASTERN METAL SUPPLY, INC. BERTHA IM A.S.&A Hr S • � TIL ECO 1N�. Accordion Shutter System H.V. BADE#1 W/OR W/0 N.V. WINDOW BI—AM TF'p F �;• TICCIT TESTING & ENGINEERING COMPANY American Shutter StEv.w cescRwTwN BATEDRAWN ITr: Lc. p ,• p f Q �� 6355 N.W.360,.41,SM.305,tlQm_C ENS,FL m 33,6 Association, Inc. OLD 15-085 7/27/1 GATE: 07/27/17 Pt—II (305)871-1530.Fox:(305)871-1331 4268 Westrocds Drive J p 1U a-maJ:w1«oh>.w,,, DRAWING tJo sV,•••••••-•••:\�Ll EB-[006719 West Palm Beach, FL 33407 s /QNAI E ',11'' WALTER A Ti J, P E 4 ��—�0� P.E. SEALJ5itwx URE/IDAE FLORIDA,i, #44167 5 SHEET 6 5 F 2 CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE CHEDULE ON OR CONCRETE BLOCK S CONCREIE CONCRETE- SHEET 13) REQUIRED 1/4"0-20.3/4"S.S. REQUIRED REOUIREI ,-_._..._... CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS .---- 8 AFEDY9TOME(SEE MOUNrIec tHMI 7 (SEE SCHEDULE ON W/ 1/4'-20 I :\ (SEE SCHEDULE ON SHEET 13) SHEET 13) NUTS O 12"O.C. �� ._--- ------ _�(1�•rl Min.7� ..-1/4'0-20x3/4•S.S. t"Min. 1 •�-` '-`� `'-�/ L___. EO E MACHINE SCREWS _ -F.O E - USING 1/4'-20 NUTS _ 19 t/p'_ t/2. O 12'O.C. 1/2' _.. _ /-�� E.b, /2-- I .250'Mo.- 1 3 :E. D'- iN I Yo:. I E.0.+.. "____ ( I .250' E.D.• I r Max. L— E.D.• \\OPTIONAL 1 -OPTIONAL - —I to ICIA= Po ASS I MIy I�I _ I I '- &ADE 0" I I OR ®• E>oSnNG MIN.SEPARAI)ON TO CLASS 9 1 ExISTING M 119 FOR — GLASS a/ItIs�A� NLN.SEPARATION i0 GLASS I r 1O GUSS� (SE[$ChE'DUIE ON SHEEP 71)"—" . ...._ '^(SEE SCHEDULE ON SHEET 11)- .--__-__- _..._. ExISTIM 1 cuss -; � C)HV WALL HEADER INSTALLATION (A, HV WALL HEADER INSTALLATION �- HV WALL HEADER INSTALLATION + KEYSTONE EXISTING -- __--- __ MIN.SEPARATION TO CLASS _.. cn Assam A a,�(SEE111 I 1 OR I�O _ Mw.SEPARATION TO GLASS I ' 1 J (SEP SCHEDULE ON SHEET t GLASS `-11 FOR m (SEE SCHEDULE ON$HEFT 11) ON JHMT 19 ro SAM Q:t EXISTING OPTIMAL I I CLASSS V— I i i 1 OPTIONAL. 1/4'Max. �,- L'_- ' Max E.D.+ - i i � ! E.t1.• I 11 I i I_. T I C%� 1$ _ F.D.+ _ LE E _t/Z. d1(.2 -12 OR`4; L __ 1/4'0-20x3/4'S.S. EO-, PHILLIPS TRUSS HEAD ..-CONCRETE ANCHORS -'1 18 HILLIPS MACHINE SCREWS USING .� ,_ :CONCRETE ANCHOR$ _1Try Sys Hip/µ�RRJES. PSCREWS _ -- (SEE SCHEDULE ON SHEET 13) 1 1' 1/4"-ZO NUTS O 12"O.C. (SEE SCHEDULE.ON W/ 1/4"-20 NUTS O 12'O.C. POURED CONCRETE_ t Min. POURED CANCRETE- SHEET 13) OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK�, ..L VWNCRITE ANCHORS REQUIRED D, HV WALL SILL INSTALLATION J (SEE SCHEDULE M nHV WALL SILL INSTALLATION •� POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED © HV WALL SILL INSTALLATION Ii.- SEE EA14 FOR PI SECTIONS: _-- INSTALLATION DETAILS W/ 1- SEE$HEFT 4 FOR TYPICAL SHUTTER +E. D. o EDGE DISTANCE 41 SEE LIMITATIONS OF USE FOR T( H`' 2 MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATION$ON SHEET 13) BLADE IA ON SHEET 19 1,1 1 Y B LA D E IN ANY WAY TO SUIT ANY INSTALLATION. A/// �� A FLORIDA BUILDING CODE(Nun High Velocity Hurricane Zone' ••�;�Cs:NSF,•''y:, r2017 TLILCO.INC. 02017 EASILRN MEIAL SUPPLY, INC. BERTHA 4 A■S■S.A■ Accordion Shutter SM stem 1 L E C O 1 N C. H.V. IXADE NF1 W/OR W/O HV. WINDOW System :•�Q\�` TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.w OESCAmom DATE DRAWN By; LC- ACf;''.. 30<,WMA D"pDEM,FIAROA 3J16 Association, Inc. 1 OLD 15-085 7/27/i G\1E: 07/27/17 - +- PNMs:(304)871-1530.rax:(305)871-1531 4268 Westroads Drive i S�ONAI EN6/,H' +-mw: West Palm Beach, FL 33401 3 DRAWING No E6-o006716 �7-107 •rr"/r/A•''' WALIFA.l TIL Jr.RE 4 P.E. SEAL/SIGNATURE/DA(E FLORAA Ik.1 44167 J SHEET 6 6 OF 20 POURED CONCRETE ANCHORS 5Ea 51�W5Np1 e CONCRETE (SEE SCHEDULE ON SHEET 13) ' TD aAM(w 1 OR ® I 1 , b" REOUIRED �___- -;SC MME ON SIM E�T�_ _...._'.._..... EDGE OF 11 FOR 9 ON -t1r �(3¢%NEWIF ON 1 . --�-_. j IPI IVAMIgN . ' SNCET 1r) 1--E. 0.a—_..•...-. LAB IF APPLICABLE EXISTING SBI/ODES a,It QA CLASS- i ) / a i ALTERNATE _ I I ' EXISTING LOCATION LASS / I _ 1 1 I 11 i i CI 1. 1 I110x3/4'HEX WASHER HEAD I i 1 1 OR 13 GR 15 3/4-ur. / lEK SCREWS O 12.O.C. R 3/R'l um. CONCRETE ANCHORS EDGE OF �' §IAB IF (SEE SCHEDULE ON SHEET 13) E Q - APPLICABLE EDGE Ex1rnNc r, OF EDGE OF-_--+ r SLAB R W 'MSS SLAB If i 1/2' -. -I' EDGE OF APPLICABLE _TO am gy (SOF t RLE I/ I--EO --EQ SLAB 10 aAa OTE JJ/1tly' AE'PUCABL£ POURCD D.._, FLT HEAD CONCRETE ANCHORS S01DUE EN 9QT I CONCRETE 1GIIMSAPEE NAto 1'DR '�OCONCREtE .,....... _...... ...'— REWIRED REOO�D CONCRETE (SEE SCHEDULE ON SHEET 14) -_"--- FLAT HEAD CONCRETE ANCHORS aDEsmdQA ! REOLNRED -e D.•--.T D.• (SEE SCHEDULE ON SHEET 14) It TRENCH INSTALLATION -- VALID ONLY FOR UP TO +70, -75 PSF A.S.D. ;K HV FLOOR INSTALLATION t L'HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER EI CCy HV CLING INSTALLATION SCHEDULE /3. SHEET 11 T CONCRETE ANCHORS W 41p611 7 �—._ sammum -(ffi sutmxE 1 —r---- -M----_ (S SCHEDULE ON! t/a'/IIW 9t0Ex TMWN W/ aK 06T/1) I O I ADNMOD AWE/OFVIY oN sNm+t t EXISDNG E%CLAMS E%1STRKi--'1 INS RTMItRN A 265 _ �_��� GLASS-•,T--_..__._ 7IENERS TA OR ANC ORS VI/ I Mo. GLASS GLASS � Fb1 3/4*Mitt.o HIOXIR9 N/ -II(5EC SPASIAF d FI¢T 11 W.SOYSA�iD 265 1 1 3/{•P T OemLOR O b• �'%. da NOIm+u AEp r r) OL.id!LF iC 6'-0'SPAM AIO e'O.C.FOR SP.WS LAR f.MW i I I I $ -0 -0'UP TO R' 'MAIL APPLY �/4• \•l XxANT AT EVERY/AsFmM IEA: L/Ax 8 f y p.+ / itax3/WASHER4'HEX HEAD E.o.* /r , 9 Ec�r;),PaR uETATTals�) 3 B -tom u 3 ?• - IDH. I I SCREWS y �/p�) obN1.sFAUNT-- 114.3/4- HEX HEAD-2 e 12 D.C. i .� . TEX SCREWS O 9.O.0 i -!_ ,.��� �i� / 1 ' OR 1/1'r-20 S.S.M.S. CONCRETE ANCHORS y, ! _ _ '�'Ll s/ /'-114x3/4"5.0.5. +�-}_ _____ i 1 i 11/4• 1V/SRiG tz/D4a'i�z0 NurS W/NUI O 9'O.C. -(SEE SCHEDULE ON A 1 O 9'0.C. /2L-4 _____ Max. {.• '"I : I SHEET 14) O tz'O.C. 7/8'.' 1 7/B' I�- A aIF /l 1 '17 oR 18 1/2•j_i`1. 17 18 .' (oecoRArnt J I EDGE OF I' �. �� 114x3/4'F.H.S.O.S. I MIN. ? ( .. �TtHON 4iRtlCruPtt 00'WN I• ' ._ O 9.O.C. > •.� ___P011RED CONCAB RETE .—CONCRETE ANCHORS SEE NOTE 13(b) •- --... ...REa41E11 POURED CONCRETE (SEE SCHEDULE ON ON SHEEN f `SEE NOTE 13(b) �. POURED CONCRETE ON SHEET i D., OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK OPTIONµ POURED y --�� - REQUIRED � REQUIRED Q)KEYSTONE MOUNTING INSTALLATION K HV WALL FLOOR INSTALLATION MAXW u Aso OCSGN PRESSURE: •64 CONCRETE 'U HV WALL WALK-OVER INSTALLATION DAX UU AS 0.SWIR LGN RESS REOUIREO Q HV RAINGUARD INSTALLATION t ►(+� NOTE FOR CO IN Qf SECTIONS: t T IS REMOVAB&�WHEN PERFORMEN SHALL D ' L. 0. EDGE OISIAHCE ADJACENT TO AN OPERABLE EXR SEE LwITAT10NS OF USE FOR 1- SEE SHEET l FOR TYPICAL SHUTTER (SEF SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE Q�ON SHEET 19 INSTALLATION DETAILS W-/ .� HV BLADE ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1ltlt Aar �'._ FLORIDA BUILDING CODE Non high Velocity NUrricane Zone ;'� EN•' ✓= 02017 TATELO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA TM *' ILL E C O I N C. A.S.S.A. ADE Accordion Shutter System �Q RV. BADE#1 W/OR W/O KV. WINDOW B - :'�Q ,� T11 IT TESTING & ENGINEERING COMPANY American Shutter Systems IEV. DESCRIPTION DATE DRAWN B.: I.C. •1- Q * �/L5, 6355 N.W.'Ru,.SL.It. 3CS. I.GNtDEH..RORCA"IC Association, Inc. - I CL.D is-Des 7/27/1 DATE: 07/27/17 =�-�•�-". ..... Pnane (305)071-153C.Fax: (305)871-1531 4268 Westroads Drive z ` "EB a�9 e� West Palm Beach, FL 33407 3 DRAWING;O°7 ' �•� .67 WALTER A.'TILT.r.P.E. 4 - - FLORIDA c. 4{1s7 SHEET P.E. SEAL/SIGNATURE/DATE L 6 7 20 SEE END WALL TAILS ON SHEETS 10 18 SEE NOTES ON LOCKING RODS(D.HV LOCKS®.1 INSTALLATIONS W/ 1 HV ** 1)ALTERNATE H"LOCK®ON SHEET S. OUT 8� I N ^ EXISTING CUSS BODE SINK DETAIL 1W 1S VALID FOR ALL BLADE W MATES C HV CENTEREN,ERMATES APPLCATION WITH NAOEo d®d© QO O 10 •®°A 1 OR SEE END WALL CONNECTION 10.0-0.0-0.0- EXISPNG CUSS DETAILS ON SHEETS 10 & 19 2'v2•At/8't0'-2 ®•®-�•®d�.� I __ 3 1/4' 7• B 1/2• 7' 1 .__--........_ ..... ...- I (1X)83-Te ALLD'I)ALu14. i QPPQSING SYMMETRYCAL 1 ANGLE w/(2) 1/4'�TAPCON 1/2• d®' ulcHas TO DcwcRETE CEN R ATES C NT R AT S (TOP/BOTTOM) , #tOA3/4'S.M.S.O 12' I MIN. SEPARATION (4)/10:1/2'S.M.S.TO Tll� I D.C.FULL LENGHT. W� HV LOCK or C1� W/ HV LOCK r To cuss i AT EACH ANGLE. lYP I (SEE SCHEDULE c I i ! I 35* IN �* ON SHEET „) 5 ; -- — — — — --- — — —I —........ - -- --- -- —J— _— — —..— ® �� OUT] ® - H-IC 10-®d©•®d©'©°' HVAEXISTING G1A55 I�Id®d©•�7 d 8� 10 •®0 -POURED CONCRETE OR cU I CONCRETE BLOCK WAIL. ©'O-©d©'O♦�d,---� ) ___ - - __. 1U•®°A©'®D" .®D11-_ �.....__...._-- _ REQUI EO..._ EXISTING -T SYMMETRICAL ——— IN ---�-©'�'�°"�•�'®d MIN.SEPARATION f-GLASS T R AT S ;" t ®.®d�.®d®-®d TO GLASS 5- Lift�J I OPTIONAL (SEE SCHEDULE (INTERIOR) ON SHEET 11) MIN. SEPARATION - -\ TO GLASS ! y,©• _____., tslf SCHEDULE \ i N OPTIONAL - ON SHEET 11) (INTERIOR) --------- --�----- -.—_---_ `_---_-`__--' OUT _ --- -...... , '-CONCRETE > i * - ® OUT e 1/2-MAX. SUCK HVE** I OUT --*/\ (EXTERIOR) �E - - HVD T1'��/r �4'. FLORIDA BUILDING CODE Non High VelocityHurricane Zone 02017 TILTECO.R+L.. O 2017 EASTERN METAL SUPPLY, INC. ,,��� \CENSE''•. 9BERTHA HV,m I�L E—C O AS L.S I.A. Accordion Shutter System . H.v. BLADE#i w/OR w/b H.v.NANDCAN RADE #• American Shutter Systems tEv.tft DESGRrrIOK DATE Br: L.c. TIWT TESTING k ENGINEERING COMPANY �Q Association, Inc. I OLD 15-0e5 /27/1 DAL 07/27/17 !]65 NW.36M.51.,Sb.30].NIiiNU DANDLE.11D 3316 Pn (375)871-15!0.Z (30.5)871 1!31 4268 Westroods Drive 2 DRAWING No uA .... \ 11' cK.�ooDol.,m West Palm Beach, FL 33407 s S/O11. +RAIV v 1L1 Ee-oTUM 1 4 17-107 rr rrrr1j4�1 NFLORDA LIKLL/ 4167E 5 SHEET P.E.,SEALSIGNATURE/DATE 6 8 Or 20 ALTERNATE INSTALLATION WHY 'T" MALE/FEMALE " LOCKS CENTERM LO K W D SEE ENL CONNECTION DETAILS ON SHEETS 10 A 18 INSTALLATION (D HV OUT IN 'j c B„ o=ADN D�T� Nom,wD� D ON sNE�6. W/ HD CENTERMATES 33 AS HELL AS JNNERS. FLD IM BLAOL a)DCTNI NOD-NM. �nOna OnO 10•®'" WDtG17D DN 1M pRfT,Wv B[VSED NEIN Mrs AITERNA _ •®'® 0-©•©°1 Aa rAc wN w TMrs DETAILS ON SHE O0 JNECk�8.. t I ®•®n©•®n0�©P (tout-re.tLo�.ur, 3 .c ,�•.,»co 5n' '�' ' (oNlxdr,l) (oPI aev) coNCAc¢ # _ (TDD/e0„DN) T ;4)f,o,i/�"&t`o / /wc�•nu ti tc'tn ik 3 _ "` HV IN (w4r)is"(Tro.T IN a "�) I a«10 OAS 5 3 LACK (INSIDE) I A6N RRiI > -- ice— - --_-_ 1 t ® CD OU31 a 2 3t DII® 31 oa® 31-TORT 35 1/4" —20 x 1 1/2" S.S.M.S. 4 -- 35# (OPTtOWI) * SEE rat[6 FOR"/Loa'®• # � W/ 7/8"M x 3/32" WINGNUT. (oPnowi)HDB—HVB OUT HDC—HVC -r I .ON ROM 5. ©0 HV "T" LOCK (OUTSIDE)—� ® SYMMETRICAL HD CENTERMATES JYMMETRICAL HD CENTERMATES r '� LOCK (EXTERIOFO W/ & LOCK (INTERIOR) f snaEa saa.uwNy �Y* (2011-T3 A10MrUAY'n LARGE OCE THINS�M �"'©•O0"'(�°•®• AS NAWJFACTWED Br AMR C.M" ZOO,.. ARS' r."W JERSEY �� ©•O.©a+©•O•®a 07054 pi coU . — -- --- �•®nom•®�•©a 3 SQ NDTLS ON tDCNOD RODS®N ND®Ta T aN SKP 5 -(D FT YW 1AOE0DDIK N)0-SND 6 wn rDR w:t2NtFntmtLs.R"uuTONs NRN etAof O HDD-HVD## FIDATING STACK R A j FLORIDA BUILDING CODE(Mon Hi n Velocit Hurricane tone' 110,7 11L1EC0,NK0 2017 EASTERN METAL SUPPLY,INC. 1 ''�„1v Elys•' ✓t . _ BERTHATIM — ° ' ASSA y L ECO /N�. Accordion Shutter System KV. BADE/1 W/CR W/O KV. WIMI N BIDE TILLIT TESTING t ENGINEERING COMPANY American Shutter Systema DESCRIPTION Ohn DRON ar: LC '•. �;'�Q Aaaociotion, Inc. t OIL) is-cas 7/z7/I DATE: 07/27/17 6]65 N.N.a16.SR.,4n.x7S.V.Fo,c(305)S.RaIW Sat 4268 Westroods Drive z vno".:(305)071-1 5M.rRN:pos)e7,-,sat DRAWING No •��...... I•III�I, Lt TaRWest Palm BeachFL 33407 a •./ONAL E 00067 ... 17_ 107 HALER A IK. t J.I4 '• AGFLORIDA tc f{{67 5 SHEET P.E. SEAL/SI / -111or 20 POURED CONCRETE OR - POURED CONCRETE POURED CONCRETE DUPED CONCRETE CONCRETE BLOCK WALL OR CONCRETE _.....-._ / OR CONCRETE REQUIRED REQUIRED BLOCK WALL REQUIRED BLOCK WALL �� BLOCK WALL REQUIRED DUSTING GLASS EXISTING GLASS / CUNCRETL ANCHOR - EXISTING GU55 O 16.O.C. �_- - �r T-2'MIN. //EXXIISTING GLASS j:-..2•�. 'j MN SEPARATION ) , ,•- ""'"-- -T•-1 TO GLASS[SFE - r 1 7 MN.SEPARATION EO Ea TO MASS(SEE 1�1 FB_J OANO LTO GtAS',�(SEE ! I!! MIN.9EPHUTXIN F71 I SCHEDULE ON SHEET 1/16'x3'MAX. ON SHEET 19'OR SCHEDULE ON SHEET ii i- TO MASS(SEE It FOR BLADE QAND (6063-T6)CONT. BLADES m tr 01 11 FUR 8"-a)AND I4 SCHEDULE ON SHEET i LOCATE AT S ON SHEET 19 FOR ALUM.CLOSER _ aN SIFEf 19 F'OR 1/2• i, FOR BLADE OA-0 OFT)SIDE t.Y BLADES QR® APTtAtE. (LOO 1MINr ` , [iJOF9mkQ� �-i- &IO�Qa Q� �O OF4 ) 1/2"MIN. --' 1 i USE I'OR 2'MAX. p70x1/2'S.M.S= _.....� /100/2'S.M.S. I (AS APPLICABLE)x2'x1 --- /6•x0'-2' I O 16'O.C. �•��—�-- O i6'O.C. I _ -� ALUMINUM CUP ANGLE ---y 4 (8061-T6 ALLOY)AT MIDHEIGHT 4 (1) /!Ox//2'S.M.S. Tope (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X FOL;_I WALL AT 1'0.0. (LOCATE AT i�OR ®' SEE DETAIL X FOR J OR (lN SIDE CONNECTION OR Q�' E1TMET+SIDE of O) OR 19 TO TRACKS SIDE CONNECTION SEE DETAIL%F 10 TRACKS 4 ®' a s• 7 e i SIDE io Twc'p"s END CONNECTION DETAIL t END CONN�TI®0®DET®®20®� END CONNECTION DETAIL END CONNECTION DE n POURED CONCRETE OR i REOUNRED ONLY FOR SPANS GREATER THAN 12'-0' ^EXISTING GLASS CONCRETE BLOCK WALL GUSTING 4 REQUIRED 4 , MNL SEPARAMN S.M. ------_- / E, TO CLASS(SEF O 16'OTC. \ MN SEPARATION Y ' Z------> ------- . SCI FOR F ON SBEE7 \ TO GLASS(SEE �.. ©OR®OROOR 1,Hai ET 9QAA) CONCRETE 1/2'MIH. __ ---- ON SHEET 19 FOR ANCHOR O ON SHEET CONCRETE _._. BU10ES Qh 12'O.C. 5ON'BI & U 4 --- OR)3 OR OR O 16'�HOR EO _Q 1 2 MNL ------ _ OR � _� ABN. '� -�_—_— ED` - - -- —' yd IOR®OR(qOR 2'MIN. _— 2"MN. ♦ SEE U TRITONS OF USE FOR-_' - BLADE"ON SHEET 19 OR) OR) OR) OR) VIEW 1 OR (lr �d POURED CONCRETE OR OR ..... -- �"©•O'8O"\J•®' DETAIL X CONCRETE BLACK WALLaQ o"©•O�® ®� 10 REQUIRED � �•®�©•�Q•®�. �®"©•�'©-®� INSTALLATION HV BLADE OR 44 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O ®a®•®�®•®aQ7 TION DETAIL© ®® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone x1,tE� V ENSF••.:4r9 02017 TILTECO,iNC. LP�2017 EASTERN METAL SUPPLY, INC. BERTHA HVT. � 11LIEC O , A.S.S.A. Accordion Shutter System *; H.v. a-ADE y1 W/OR W/O KV.WNIM 9.AOE American Shutter Systems 'A�'. GY Q `i TILLIT TESTING a ENGINEERING COMPANY Y x DE5CRPIION DADRAWN BY., L.C. "�•.•• •�%A, 6355 R.W.36tH 3l,3b.305."ROW G.RO ,TLOROA 3316 Associalion. Inc. I CTD 15-065 /27/1 DATE: 07/27/17 'x1"; ±e',�.��'- 1� PHwne (305)871-1530.To% (105)871 1531 4268 Westroods Drive 2 e�� .-mw Ot..ORa.com West Palm Beach, FL 33407 1 DRAWING No �,ONAt ' EB-00087,9 •I'� . WALTER A TBLIT".R.E. 4 17-107 rgir FLORIDA Ua/44167 P.E. SEAL/SIGNATURE/DATE 3 SHEET e 10 OF 20 SCHEllULE_jj SCHEDULE N2 SCHEDULE 113 I.AXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" FAXIMUMTTER SPAN*"L+" (rt.). FOR INSTALLATIONS W/ OR -L-" (ft.) FOR INSTALLATIOINST IAA)�ON LEGEND & ® or or INSTALLATIONS W/ CONCRETE &'W/ ONE H.V. LOCK ® or 0 or or ONE HV LOCKS MANSORYWOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or® POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMAII� 28® 29 W/ ONE w/ NO LOCKING R0 ® NO LOCKINGL-:MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE aWALL A, 9, C. D, E. M. N, 0. P, Q,tQ"T- LOCK 30 W/TWO LO tC NG (SEE NOTES t.tt) F, K & L R S & y &S.D. DESIGN PRESSURE RATING. RODS 35 TOP & BOTTOM EE LDMOUNTING yy (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR I/tR SHEET 7) G G, H, I, 11, JINSTALLATIONS 0 CONCRETE&WOOD T. U. W& X WAIL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: HAianIM wxiYw T Vrt,Yw CONCRETE & M Asp.DOM Aso ofS ws.0.DFSION INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, WALL MOUNTING FLOOR/CEILING PWRE WALL MOUNRNC PREMME DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE, MTR.) MOUNTING MnYD A RATING FLOOR/CEIING MOUNTING OR (p..f.) �aaR/CFYJNG MOUNTING (..I.) OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (' -X (• -) _ t,DR-) FLOOR MOUNTING DETERMINE MAXIMUM SPAN •L-" FROM SCHEDULE. l+ III) L- L I t- L 4 t-(N L t p6 L- 0 MAXIMUM SHUTTER SPAN "L+-OR -L--FOR 30 OR LE 16'-0' 16'7 16-0' 16'70" 30 ,6'-0"_ 18'-0' _30 16'-0' 16'-0' INSTALLATIONS INTO WOOD SWILL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psi.AS.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND "L-- 35 l4,-lo"--T47-f0- 15'-2' 16'-0" 35 14'-10' 14'-10- 35 15'-2- 40 13'-10" f3'-10' 14•-2' 15'-2• 40 13'-101 13'-10" _ 40 14'-2' _ 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 1 13'-4- 14'-3' 45 13'-1' 13'-1' 45 13'-4' le-]' t HV CORNER CENTERMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5' 12'-6- 13'-7" 50 12'-5" 12'-5• 50 12'-3' 13•-1- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS; 55 I1'-10' 71'-10' 12'-I' 12'-11• 55 11'-10' 11'-10' SS 11'-1' 11'-tt- SHALL BE AS INDICATED ON MANDATORY CONDITION /2 FOR A GIVEN POSITIVE A.S.D. OESICN PRESSURE 60 IV-4" 11'-4' 1V-7- 12'-4" _ 60 11'-1'- 11'-4" 60 10'-2- f0•- NOTE#5, SHEET S. RATING: 65 10'-10" 10•-10" ii'-1' 11•-it' 65 10'-10"_ 10'-10' 65 9'-5- IFfl DETERMINE: 70 10'-8' 10'-6' 101-9- 11'-5" 70 10'-6• 10'-8- 70 8'-9" LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75 10'-1' 10'-1' 10'-4' f1•-1' 75 10'-1" 10'-,' 75 - y L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 11•EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 p'-t0' 9'-10' 10'-0" 10'-9" BO 9•-10' 9'-f0' SPAN 'L+"OR 'L-'AND MAXIMUM A.S.D.DESING _ 85 W-6• 9'-6• 9•-9' 70•-5- 85 9'-6' 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 90 9'-3' 9'-3" 9'-5' 10'-1' 90 9'-3' 9'-3- DR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: RATING; 1- CONNECTIONS TO KEYSTONE. MOUNTLNG DETERMINE: 95 p'-0" B'-9" 9'-2' 9-10' 95 p'-0• 8'-9 L- MAX. SPAN FOR WALL MOUNTING INSTALLATICN_. '-100 :67 LIMITED TO +64,-72 P.s.i. AND 8'-0" SPAN. SEE 105 8'a-9" B'-4"-7' T-11' 8'-9'8,-g, 9•-4'B•-7' 100 8'-9' B'-4- MOUNTING @ ON SHEET 7. L2-` MAX. $Pµ FOR FLOOR/CEILING MOUNTING 105 W-7' 7'-11' INSTALLATIONS. 110 6'-4• T-T 8'-7" W-2' 110 8',-4- -- 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE. 115 6'-2• 7•-3" B'-4' W-,1" 115 8'-2" 7'-3" —SCHEDULE MINIMUM BETWEEN 'U+•, 't2+", 1t-'AND 'L2-" 1zo 6•-0 6-„ B-z B-9 ,2o B-D 6-„ SEPARATION TO GLASS S( HF 125 T-70' 6•-6" B•-0' 8'-5' 125 T-10• W-8' (4) 00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 7'-B" 6•-5' 7'-10' 8'-1' 130 7'-8' 6'-5• ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 3s T-7- 6'-2' 7'-9' 7-9' 135 T-7- 6•-2" WIND ZONE SPACING. 140 7'-5- W-11" 7•-7" 7-8' 140 7•-5' 5•-11" ASTM E-1996 SEPARATION _1 45 7•-3" 5-9- T-5• Y-T 145 7•-3'._ 5•-9• TO GLASS '150 7•-2' 5'-7' 7'-4' 7'-D- - 150 7'-2- 51-T 155 7'-0' S'-5' Y-2' 6'-9• 1ss o• s-s• 1 THRU 3 160 r-,1" .-.5'-2- r-�" 6'-7- 160 6•-11' 5'-2• 155 G'-l0' 5'-1" 7-O' 6'-4" 165 6•-10• 5'-1- 170 6'-0' 4•-11" W-/1- 6'-2" 170 1-9- ...,_._..175 6•-T -9 175 '- • 1 4'-9• 6'-6 4'-B' 8'-8' S'-70" 180 e'-6' 4'-8' 185 6'-5' 4'-6' 6'-7 R-B 185 4'-6' O HV B LA D E _190 6'-4" 4'--5" e'-8' S'._8• 190 6'-4" 4--5' 195 W-3" 4'-3" 6•-5' 5-5' 2006'-2" 4'-2' 6'-C 5'-3- 200 6'-2' 4'-2" .. -205 6'-r 4•-1" s-3' 3`-i• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone V'••Q� ••••• T�l 02017 TIUECO,INC. 92017 EASTERN METAL SUPPLY, INC. BEN �–fillVc O INS. A I.S I.S I.A Accordion Shutter System " — * RV. 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SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A S,D DESO NEC•MM PRESSURE RATTING AND A CORRUEUM AAO JN-IING TYPE FOR o"CfM DRm I BLOCK IN�AI (SFE MOL'NDNGS E G.k r'Ort SHEETS 6&7) 1"ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Pw'wD DaNneTE=GiFRM a.. POIAE,D C0F109EIe (NV TO EXISTING POURED CONCRETE: (Min. Yc - 3 wi) QE WALL SILL MOUNTING `J CEILING MOUNTING O FLOOR MOUNTING - 1/4'6 TAPCON OR TAPCON WTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. Min. Yc = 3 lyi) SPAN ANCHORS SPACING F.ND - 1/4'6 x 3/4•ALL POINTS SOUO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (Min t'c 3 be) (rt) _.- ,_-__NEGMNE PPFSA/E 1AlY1G qn) SD. PR(9ARE____... _.0 KCAL MMG - 1/4'6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min. Yc -2 kei) TAPCON OR JO 40 80 75 901170 160 205 3D 40 60 75 90 120 100 205 30 40 60 75 90 120 100 203 TAPCON W11H ADVANCED - 1/4'6 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENER$,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 4 0 8 B s .9 _14 12 t0 9 e 6 14 , 10 9 0 B a THREADFORM TECHNOLOGY COYPMlY ' OTHER'APPROVED LICENSED OR AUTHORIZED VENDOR REG RED WITH THE AMERICAN SHUTTER SYSTEMS ASSOMT109,INC. Alin.F.- 3 km RLE 14 12 10 9 a e 6 6 1♦ 12 10 9 a 0 8 6 14 12 f0 9 0 0 6 _6 ALL POINTS SOLID-SEI ( ) __ 1{ 12 10 9 B 8 6 8 14 12 10 9 IT Ni 6 8 14 12 f0 9 0 III 6 S BLUE TAP W/(ilH' NOTES: 14 12 10 0 B a ' 7 14 12 10 9 0 9 e 6 14 12 16 9 8 6 6 6 - - --- A,1)W41MUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TARCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 J 6 0 14 12 10 9 0 9 e 6 14 t4 1 • e s 6 S TAPPER+ ANCHORS 5 1 3/4•,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1 1. 4•-0. 11 ,2 10 9 a e 6 6 14 12 /0 0 e 0 6 6 14 12 10 9 A e a 5.5 / if 12 10 9 0 0 6- ♦ 74 12 10 0 0 0 6 4.5 14 12 IO f a 6_ ♦ 73 AL2) MINIMUM LMBEIIAENT OF 1/4'6 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE 7/9"INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 8 e e 4b i4 14 10 9 0 a 6 SS 14 17 10 9 8 9 8 45 14 12 10 0 7.3 S"9 3.5 - 11 12 10 9 B 0 6 S 14 12 10 9 8 7 53 4 SEE t1NITAtpNS Of USE rOR INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S_ MACHINE SCREW USED SHALL BE 1 I/2'LONG MINIMUM SHOULD STUCCO 5'-0• 14 /2 10 9 8 8 6 8 14 12 10 9 8 e e 6.5 14 12 10 9 a 0 6 65 BI_., f oN SHEET 19 EXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 0 7 4 - 14 17 10 9 6 &5 5 3.5 14 12 /0 0 a.5 s 3.5 3 0.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 0 7.a 4.S - 14 12 1It 9 e a 6 4.5 14 12 f0 9 a 8 4.5 75 ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE ALL BE AS INOtCNEp ON 14 1 9.S 75 83 4.3 - - to 17 10 9 e 7b S6 1 14 12 IO 9 0 8 4.5 33 NOTES AL1)&AL2)ABOVE. FOR INSTALLATIONS ON VINYL SIOING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR B•-0• 14 12 10 0 6 a _;+-A14 6 - to 12 10 9 6 a 6 5 14 12 l0 0 6 63 S 33 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 1T 10 9 73 !3 3 - /4 12 f0 0.6 7 15 ♦ 3 /4 12 0 0.S e.i 4 3 l4 t2 10 9 14 14 t0 9 0 63 S .7 14 72 f0 e3 6 S ♦ - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-TALO) 14 12 a 6.3 53 3 - f14 IZ f0 9 0 6.3 4.a 14 12 10 a 7 S 3.7 3 - 1/4'8 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 10 0 0 0 - 12 10 9 0 J S 4 14 12 10 9 7.5 SS 4 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET,ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, 7�-0• 14 12 20 ! &5 4 - 12 0 7.5 6 4-5 3.5 - 14 0.3 7 Sb 4.5 S5 - - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 10 0.5 7 4 - 72' 10 9 73 5.5 4 - 14 12 9 7 73 43 - - - 1/4'8 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 11 7 SS 43 - - 72 10 8 73 0.6 ♦ - 14 t2 9 7 0 IA 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 8'-0• 14 12 10 9 0 6.5 - 12 10 B 8 6 4 - 74 t2 10 S 63 5 3,5 - FATES: 14 12 0.5 . SS 3 - fi a IT 53 4 3 - 23 93 6 9 1 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4*AND IAPCON 14 12 93 5 0 - - 12 AS a 6.5 S - - 14 12 0 8 0.S { - - WTH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS IS I*. / 13 93 65 S 35 - 12 10 a 14 12 8 &S S 414 12 10 9 0 - - 12 10 9 73 4.S - - 14 12 eb 7 Sb 4 - B-0• 14 t.5 73 s ♦ - - 11 1, 7 5.9 7 33 - - t1 6 53 4A J.5 - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4•ALL POINTS SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO 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 12 0 63 f.S - - - 11 17 a.S 7 SS { - - 14 103 7 33 9 {3 - - EXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO. t3 LS S! 4 - - - 14 12 9 7 6 4.3 - 14 11 7 - 43 33 - II 12 f0 9 75 - - -[14 12 10 a as 5 - - 14 12 e_ 6 5 4 - 10'-0 -7- - 8.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 1♦ 1 7 S AS - - 93 6.5 5 4 3 - - 10 73 S 4 J - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 JS 93 - - - - 1i.5 9 8 S 1 - - 2b 93 6 5 �a 4 - - NOTES 8.1)&B.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR OTT WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER /7 8 0.5 SCS 4 - - 13 10 83 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. i l'-0• 14 12 10 - - - - - 12 9 7 S 4.5 - - 14 03 7 SS 45 r5 - 45 93 S - - - - - 9 e 43 4 3 - - 9 7 IS SB 3 - - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATKUNS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1t l0 7 - 03 7 53 43 - 13&S S5 4.5 75 - 93 7 4.S - - - - - 1.5 73 0 3 - - - 12 9 6 4.5 / - (D) SEE SCHEDULE BELOW FOR EDGE DI5IANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 10 - - - - - 12 a 63 55 - - - 13 10 0.5 5 4 - - - E - I TANG V/3 93 ♦3 - - - - - 0 S5 4 34 - - - . 8 4 3 - - - - MAXIMUM ANCHOR SPACJNGS ARE VALID FOR EDGE DSTAICES INDICATED BELOW. FOR E.D.LESS TNAN THE INDICATED,REDUCE ANCHOR SPACING 33 0b 0 - - - - - 93 0.5 S 4 - - - 0.3 a S ♦ By MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOVANC FACTORS. 9 6.5 - - - - - - 14 0.6 7 5.5 1.5 - - - 11 0.5 35 rs 33 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS 1HAN MINIMUM SPAGNG INDICATED FOR EACH ANCHOR TYPE, 13A-O• 14 12 - - - - - - 1411.517.S 6 5 - - - 12 9 6 4.3 ♦ - - - FACTOR Ob 0 - - - - - 10 7.5 5 4 3 - - - 73 &S 4 3 - - - - ACTUAL TMCDN WITH � TAPPER + 23 6.S - - - - - - 12 9 5 4.5 4 - - - 0.S 7...8 4 - - - - EDGE TAPCON ALL POINT SOLID SET g(,()E TAP W CAP THREADFORM TECHNOLOGY / 0 6 - - - - - - 13 9.5 a3 5 - - - - OS 73 5 a - - V g R DICTANCE MIN. SPACING 14'-0• 1♦ 72 - - - - - - 74 10.5 7 5.5 - - - - 13 33 SS 43 - - - - ED. MIN.SPACING- 3- MIN.SPACING-3' MIN. SPACING=3 1/7• MIN.SPAa Na-J' 13/4- ,0 ! - - - - - - 9 7 4.5 33 - - - - 7 S 3.5 3 - - - - Y BLADE W/ URED CONCRETE& POLF60,73�7E CONWITE BLOCK POURED CONCRETE& PpUgEO comm ETE& 4• 13 a - - - _ _ _ 11 6 SS a.'5 - - - - 9 63 43 - - - - - CONCRETE BLOCK B LDL-3 1/2•IIIA E0..2 1/T' CONCRETE.BLOCK CONCRETE BLOa( �C0 1E SIE&= 12 9 6 .5 7 4b - i"iV N I4N LIT.- W.ED,.31 •3• INN EO..J 1/Y FA.21/L' 14 - - - - - - J.5 t0 63 - - - 0.5 e 5 - - - - - 3• 1.0 0.90 1.0 0.70 1.0 0.114 1.0 ,s'-o• - -. - - - - - - - - - - - - - - BLADE WORKING _. _ ..__.. 9 - - - - - - - 05 6.5 4 - - - - - 8.5 s 3 - - - - - 2 i/2" ---_.... - ._.o.81" 1.0 - ` - -'-- IN UNISON ♦ r DTIC..... ___.. .. o.V 1D 10 - - - - - - - os a s - - - - - e3 6 4 - - - - _ - _ - 0.51 I. - - - - B 6. 4 16.-0, 14 - - - - - 2. 9.5 6 - - - - - 10 73 S - - - - - 1 3/4• .__ - - - 0.43 - e _ a 6 4 - - - - 6 - - - 91 1 1/2 0.33 - ` 9b 7 5 - _- - - a e + - -f- - FLORIDA BUILDING CODE(Non Niii h elocityurricone one 02017 TILTECOT.INC. 02017 EASTERN METAL SUPPLY. INC. • * o ? BERTHANT1 Accordion Shutter Sy ste miLEC O (H A S S A■ HV. BO /1 W/OR W/O HV. WKW BE TILUT TESTING & ENGINEERING COMPANY American Shutter Systemsy l5 OCSOWnomDATE DRAWN BY. LC. T'��OF * 6355 TIM 36A S,.,9b.306.WRcn4A OMODS,rumeA 331Association, Inc. 1 OLD 15-0e5 7/77/1 DATE: 07/27/17 Pqx (Jo5)a71-1s3D Fcx,(so5)en-,5J7 4268 Westroods Drive 2 0RIDA.\a4i IA44 o-mai8,no9o9.rn West Palm Beach, FL 33407 3 DRAWING No fR4/ TbR�/IRATE FW"to�RIw ui R44767E ; SHEET 107 P.E.�S N N C C N �y n m N M €0 f z � Z n W� In N �1 t O� U o � o ! Q 1 Q z O w C o it pZ ovia^ w E o o o °t * ti a�Td Q a `m wM UUa ~ w rya1 ywWgx ¢0N`sS to coo Q� 0.6 NU LfyC H Q 0000 Z m Z w w O n m HOZ4 dl 41w NQ �0�wC U 9 zw 0 O ■ ��Na E 3 r CLd 0 Up 2 O R $ Z w �,� $ .n. ena.nne�nV�nie�r t .nllnnllnll lnl llr�lll � 111 .111ivlll� il (O' i� �t� 1..1 I n n l l .n I l a l 1 1 . 1 I II. 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O m n O OI O H MI r N m MAXIMUM ASD DESIGN PRESSURE RATING (p M f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR-A GIVEN MAX, SHUTTER SPAN NEGATIVE S.D.ADESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16 k 17) !S3u F-=- SOUTHERN N SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH L112" MIN. COX 2 w MIN. -0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G-0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 LYWOOD y NU"p E�W/ W/ MIN. G=0.43w MIN. G=0.36 SPIN rtWALL MOUNTINGS CEwNG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT TBUNTINGS B.O. WALL MOUNfMCS 8.0. WN.L MOUMINOS 80. WKL MOUNTINGS M, N, 0 t R FLOOR MOUNTINGS M, N, 0 k R FLOORMOUNTINGS M• N, 0 k R FLOOR MOUNTINGSP k 0 S t V S t V S t V W & x wtx W &mate6EMMEEOE04 m=wMwlwKM) la[t Kib4 6S0R96EtawiM W leaf F E■c a4 ®IMK 11Wf 1161p6 75 90 OS 30 b 60 75 30 05 30 40 60 75 90 05 ]D 40 80 75 90 O5 30 40 60 75 90 OS>0 40 80 75 90 OS 0 60 75 90 OS 30 40 60 75 90 OS b 40 80 75 90 OS 30 40 60 75 90 OS •-0'OR 12 f0 t0 9 B 8 6 8 6 6 6 B 12 t0 70 9 B 8 6 6 6 6 6 6 12 10 10 9 6 8 6 6 6 6 6 6 8 5 4 4 4 3 72 12 12 12 1 72 12 t2 12 12 12 12 t2 t2 12 t2 12 12 4'-�0' 12110 10 9 5 8 6 6 6 8 B 6 12 10 t0 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 B 6 8 6 6 6 6 5 4 4 4 3 t2 12 12 t2 12 12 /2 12 12 12 12 12 t2 i2 12 12 12 12 5•_p• 12 10 10 9 8 6 8 6 6 6 6 3 12 10 10 9 8 8 5 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 IZ 12 12 12 12 12 12 12 12 12 12 12 12 0. 12 10 10 9 8 6.5 6 6 6 B 5.3 -5 12 10 10 9 6 5 B 6 6 .5 S .5 12 10 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 T-U' 12 10 10 9 6.5 4 6 6 6 .5 .S 4 12 10 10 9 5 3 8 6 8 5 4 .5 72 10 /0 7 .5 - 6_ 6 6 5 4 3.S g S 4 4 - - 12 12 12 12 12 12 12 t2 12 12 12 10.,'12 12 12 T-5 8.5 7.5 B'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 .S - 6 6 S .5 .5 3 72 tD 10 4 - 8 B 5 4.5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 11.5 9 7.5 6.5 p•_p• 12 10 10 5 33 - 6 6 5.S .S 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 0. 12 12 12 11.5 9.5 8.5 12 12 10 8 6.5 6.5 1p•_0• 12 10 7.51 4 8 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 1.0-...3-- - - 8 8 4 .5 3 - 6 5 - - - - 12 12 12 12 1. 9.5 12 12 12 0. 8.5 7.5 12 12 9 7 6 S It'-0" 12 10 SA'2 S - - 6 6 4. - - 12 70 4.51- - - 6..�.5 3.5- - - 12 10 - - - 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 .5 5.5 4. 72•_0• - - 6 6 4 - - 12 70 3.5- - - 6 5 33- _- 12 10 - - - - 6 S 3.5- - - 8 5 - - - - 12 12 12 1.59' 8 72 12 t 1 8.5 7 8 12 0' - 6 812 10 - - - - 6 .S - - - -R___ - - - - 8 ♦.S - - - - 8 .5 - - - - 12 12 12 0. 8.5 .5 12 12 10 B .5 5.5 12 0.14-O" - 8 5.5 - - 12 7 S .5 - - - - - - - .5 4.5 - - - 6 3 - - - - 12 12 12 9S 8 8 12 12 15'-0 _ 6 - - - 12 - - - - - 5 - - - - - - 5 - - - - - 8 - - - - - 12 12 Ii 9 75 5 12 12_ - _ g _ -I- - - 1121- -1- - - 5 - - - - - - - - - S 10 HV BLADE OR 1 HV BLADE_W_/ HV WINDOW BLADE WORKING IN UNISON* •Sf3 U19jAM115 OF USE FOR RIME A, SHEET tY t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATE5. 1.ANCHORS TO WAIL.FLOOR OR SHAD WOW SOFFIT SHALL of AS FDLLC _ 3 SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN ME No.2 W/G-0.55(N.DS) - 1/4't TAPCON ANCHORS,ASµ FA:IURED BY I.T.W.eUILOEX w/MINIMUM DADED.FUT AS INDICATED AT -DODULAS FIR W/G-0.50 KOS.) EACH SECT pN ON SHEETS 16 A 17. -SPRUCE PINE FIR NORTH W/0:0.43(N.D.S-) EXCEPTION:SET NOTE 2 BELOW -SPRUCE PINE RR SOUTH W/G-0.36(N.O.S.) -MIN. 1/2'CDT PLYWOOD(1906 APA) 2.ANCHORS TO HOLLOW CEILING SHALL.BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALE CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS, 4 ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENUATF)NS AND SPECIFlCA-1CNS a IME ANCHOR'S MANUFACTURER. ;FFrAA..AA.AFLORIDA BUILDING CODE Mon High Velocity Hurricane Zone 111E Q\.••••,,...., �I.SL 02017 TILTECC. N.. ®2017 EASTERN METAL SUPPLY, INC. BERTHA HV,. ' TiTc o I N A S S A Accordion Shutter System ■ ■ ■ ■ H.V. BADE f/1 W/OR W/O HV.WINDOW BADE •Q i1LLIT TESTING t ENGINEERING COMPANY American Shutter Systema OE9C6MtI0N DATE MVIN 6r LC y0 Association, Inc. t OLD 15-085 7/27/1 OAIE 07/27 17 All •' \ Gib N.M.TE IN 9b,305.GINE GARDENS.FLORBA 371 1R P,i-:(305)071 1530.r-: (305)871-1531 4268 Westroods Drive 2 DRAWING No S+is'••,• \ Eltl ­I.40006719.co� West Palm Beach, FL 33407 3 17-107 --�/0AIA1 � EIFEE WKTER A nULIT-P.C. 4 P.E. SElC/316N<k/DATE FLORIDA` ' "167 s SHEET 6 15 Of 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (L HV & 2 HV* BLADES AS APPLICABLE SHUTTER + 0 — FOR INSTALLATIONS WOOD WITH H Y SHALL WALL FINISHBE LIMITED TO 105.0 120, A.S.D. DESIGN 19 FOR MAX SPAN & 1/4-0 IAPCON OR DESIGNPRESSURE f UNISON i i 1 TAPCON WITH ADVANCER 1 THREADFORM TECHNOLOGY - - 1/4'9 TAPCON OR ` - 1 W/ 1 1/2-Min. PENETRATION TAPCON W:TH ADVANCED THREADFORM TECHNOLOGY -T------------- OF THREADED AREA TO W/ 1 1/t'Min. PENETRATION OF THREADED AREA TO EXISTING i UK TO CLASS O .O EXISTING WOOD HEADER. WOOD HEADER. (SEE SCHEDULE ON SHEET IS) 1 OR ` (SEE SCHEDULE ON SHEET 15) ' 1/4'0-20.3/4'S.S.MACHINE SCHEDULE ON SHEET . I j ,_�71DR�j p1 SCREWS W/ ON 1/4'-20 NUTS F`—i1 FOR BLADE IDAHO_ 1 SIEII 19 MR V Min. O 12'O.C. EXISTING I BIDES(1)k f• / 0 GLASS--4 n WALL OR 'ter �WALL FINISH - I EXISTING • '•.` ©� 2'.4'9RD00 (W _ EXISTING MIN HEADER REQUIRED .REQUIRED ) OR \„EDR,REQUIIRED f'N TAPCON OR TAPCON WITH ADVANCED ' -THREADrORM TECHNOLOGY W/1 1/2' EXISTING I Uk yjMRADON I I ! I I Yin.PENETRATION Or THREADED AREA TO -'-4 TO a/55(SEE �:'` EXISTING WOOD HEADER. >— MIN-SEPARATION TO 'LASS ' (SEE SCHEDULE ON SHEET 15) �...— ISL FOR`Ea"(DArD- EXSTING (SEE SCHEDULE ON SHEET 11) GUSS"'7 ......_....—.. 2.4'CONT. SILL 4 R/9EET 19 FOR PLATE R[0'D. ON HV WALL HEADER INSTALUITION OO HV WALL SILL INSTALLATION O HV WALL HEADER INSTALLATION F- — — — - ` I I EXISTING T —_- _ YIN. SEPARATION i0 GLA55 _ MIN SEPARATION TO EET I _n GLASS--,. —� / EXISIINC ~-(� SCHEDULE ON SHEET 11) 1 (SEE SCHEDULE ON SHEET 11) YIN.SEPARATION TO a.Ass 1 t GUSy� EXISTING GI 2'.4'CONT' (SEE SCHEDULE ON SHEET 11) IT MACHINE WOOD PLATE -.._ L z 1/4'9-20.3/i S.S. REO•D. " e SCRFWS # u L�J _ iJ4'N-20x3J4'S.S. ! USING, 1/4'-20 NUTS .MACHINE SCREWS W/ 'I ✓' �� 1 O 12'O.C.—, '..,-..., WAIL 1/4'-20 nun o /2'- - .-.. = y�FINSM D.C. / LJDR 18 OR -. OR of ... 1 0R I 1 2'.4'CONT - ( I l`.Y1 C1A�U - - I--E 0— WOOD PLATE _—� j REO'D. - �--1'Min. 11 - -\ \ - t'Nin. \ 1/4-0 TAPCON OR TAPCON WITH ADVANCED \l OR� �. / THREADFORM TECHNOLOGY W/ 1 1/2' 1 2'.4'CONT, Min. PENETRATION OF THREADED AREA TO 1 1/4'0 TAPCON OR TAPCON WITH ADVANCED !—SILL PLATE ,` T t'4 TAPCON OR MI.TEr �REO•D. F SHEET ) THREADFORM TECHNOLOGY W/ t/2' _- _._y.............. __ ._ SEST l ON �, TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL ! 1`— INSCIIE7)U D 15 HEADER. Min.PENETRATION OF THREADED AREA INTO PLYWOOD \ 1 �. THRf'AOFORM TECNNOLOGv FOU" ASSEMEiLr. WALL FINISH /2'YIN. CDT(, ._...... ._ __ .... (SEE SCHEDULE ON SHEET 15) EX511NG YW.2'x4' PLYWOOD REO•D. W/ t/2'Yin. PENETRATION OF 2-YOUNTMG SECTION$CAN BE STUDS O 16'O.C.MAX. Wr,4Et FINISH-- SUIT AREA INTO PLYWOOD COMBINED IN ANY WAY TO -1/2'MIN.COX PLYWOOD REO'0. RCO'D. PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) unT ANY INSTALLATION. C)HV WALL SILL INSTALLATION 1-EXISTING MIN. 2'x4'STUDS O 16'O.C. MAX.REO•D. ATTACHED TO STUDS M _,•_,• PLYWOOD TO DE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SFC?ION 2308 OF THE FRC. SECTION 3300 or TE HV WALL SILL INSTALLATION •SEL uMQAT:NS Or LICE or JHV WALL SILL INSTALLATION r.B.C. MADE.T"D"SHEET('°' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone E, l[/,/- 02017 711TEC0,INC ®2017 EKTERN METAL SUPPLY, INC BER:'��cENs�•• . SSA o TM TIL E C O imc Accordion Shutter System * ; GLV. RAX#1 W/OR W/O KV. WINDOW GLADE k American Shutter Systeme EV.N 0MRIPTIO„ DATE DRAWN Br. L.C. TILLIT TESTING ENGINEERING COMPANY Association, Inc. I u_D 15-085 7/27/+) ar<: 07/27/17 MN. •[ 6T55 N.N. SI.,SL.705.NRG11M GAPOE115.mow.3]1 r = , Pnon4 (305)071-1530 F,.:(305)871-1531 4 w 268 Westrocds Drve 2 DRAWING No l0 (L..•' Y •-nq1 cn.�oo9Wcom West Palm Beach, FL 33407 3 ;fsS R10 \�t�. 1�� ES-OOW719 17-107 1L WALTER A TILUT 11.P.E. P.E I�/ ,t 4)Re"DATE FtoRaA L<. .4167 S SHEET 6 Of ZO INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & I& HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BOWS 1 ONLY SHALLf. A.S. TIN T 1 0 MAX WALL FINISHHSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & Ilk WORKING IN UNISON I 1/4'4 TAPCON OR ( -EO-- EC ---2'MIN.. •�.. 4'x6' Mn.)EXISTING _ �.-_... _ .. k TAPCON WITH ADVANCED WOOD BEAM REQUIRED. EDGE(IF APPLICABLE) �' ': THREADFORM TECHNOLOGY W/ 1 f 2'W,,PENETRATION 1/4-0-20.3/4-S.S. STRUCTURAL ADEQUACY - OF TH ED AREA i0 OF EXISTING WOOD BEAM PHILLIPS TRUSS HEAD TU IS RERTIf IGD BY �.. i _ _ _ - -p115TING W000 H EXISTING W000 HEADER. rµ71 MACHINE SCREWS REGISTERED ENGINEER OR -ti --__� (.SEE SCHEDULE ON SHEET 13) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO - ._EO---i----LO.__ .. _ -- .. - TRUSSES OR O 12 O.C. SHUTTER INSIALUOON. 1/2• 1/2' RAFTER O 24' JFAlI/F 19 - -— - - O.C.REOULREO i 4 • 1/471 TAPCON OR ., TAPCON WITH ADVANCED _-... ..._._ _ _ EX15I1NG SOfilf N .2571 THREADFORM TECHNOLOGY 3/4'Max.THK CrRAnoN OPi1rNUL OF THREADED0 FADER. �L ED— 1{14x3/4• , IF 0 EO I .- ._.. -1'xsxt/8'CONT. ALUM. TUBE \ TRIG woo (6063•-T6 ALLOY)W/ S.M.S. --... TA (SEE SCHEDULE H SHEET Is) I--AREA To F.O 4 6'O.C. I 1 Or ©Or © (3)5/160 LAG SCREWS TO _ M9x. W 1 1 2 m. N or Q or O I EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT_ L7L5nHG MIN 2'x4' MIDWIDTH OF EXISTING 1 - MEMBER. ( Min.NOMIN4 EXISTINGHEADER REO'D OPEN HOLE A7 EACH--/ WIDTH)W/2'Min. GLASS I--1 1 MN. SEPARAPON TO GLASS _ _ STUD TO ACCEPT i (SEE SCHEDULE ON SHEET 11)- EXISTING D � 5/1671 LAG SCREW PENETRATION OF THREADED AREA VALID FOR AT CENTER OF TUBE. INSTAL:ATIONS WITH 72P91 L_ MAX.AS.D. DESIGN LOAD A" QS HV WALL HEADER INSTALLATION SCHEDULE�T r .CLAS` �S s-D'MAX. SPAN THIS MR BLADC m GLASS W/L,M3(9fi 9*-0*_MAON P ONLY YALID a sH2T 19 RIR __.O DR® 7 1,FOR IXAM x.90 FOR WOOD W/MIN. SPECIFIC a SwM 19 FOR /Il GRAVITY OF 0.50 AS DOUGLAS 1- SHEET 4 FOR TYPICIL SHUTTER ASSOALY /�, WI06m A.9 �.__. eMES(L! -\,�GR ®• FIR OF OR EQUAL SOUTHERN PINE N9,1 if"2-��ro S CAN „� ,T j HV CEILING INSTALLATION `- " -I - U HV CEILINGI — r 1 OR TO MAW($ I --. I YIN. I I 1 ST)@lE a sw SEPARATION YIN. SEPARATION TO GLASS EXISTRNG 1t TOR RADE m NO .-I 70 GLASS (SEE SCHEDULE ON SHEET II) EXISTING I 1 cuss\ REQ.aQD i(SEE�DULE Cuss._._' __� 1 ) 3 r ALTERNATE _ANCHY n i FEXISTING LTION WiN�iS% I IF, 1 T/4•J ©` 7� /p N 10x3 4-MpI GLASS—� WOCC �- / / (I ( 216'WN. . Max. -� / ----WASHER HEAD TEK DECK REWIRED OR 2'x6'MW. SCREWS O 12"o.c (NO FINISH DECK REQUIRED(NO - - ) FINISH ALLOWED) —. — EDGE OF DECK IF APPLICABLEt9 -ED EDGE LI DECK DECK IF `- APPLICAB:E -2APPLICABLE �.-:1/4.9 TAPCON ON n. ._ PS 1RU55 HEAD —?• TAPCON WITH ADVANCED MACHINE SCREWS -:= .-.._.- - -.-..-... 1/4'9 IAPCON OR TAPCON WITH ADVANCED 2'x4'CONI. THRE'ADFORM TECHNOLOGY W/ 1/4'-20 NUTS TMREAOFORM TECHNOLOGY W/1 1/2•Min, 2'MI.— L-SILL PLATE \ 1/4'9 TAPCON OR TAPCON WITH ADVANCED TIeREADFORM� ...._�•Mpl__„i W/ 1 1/2'Min.PENETRATION O 12.0 PENETRATION OF THREADED REO'D. OF THRF.AUEO AREA TO TECHNOLOGY W/ 1 1/2•Yin. PENETRATION OF THREADED AR EA 70 EXISTING w007 HEADER. (SEE ---------I AREA TO EXISTING WOOD HEADER. (SFE SCHEDULE ON SHEET 15) _.___-.... EXt5i1N0 WOOD HEADER. - GCHFIXJLE ON SHEEN IS) . ...._.....—_ (SEE SCHEDULE ON SHEET 15) SEE uYP iJQy$�DF 155E FOR � X.HV WALK-OVER INSTALLATION U HV WALL SILL INSTALLATION Er dP YMlFLx,9 W HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane ZOne ,ELTIT 02017 'IL1E-C,INC. 02017 EAST(4N METAL SUPPLY. INC �1CFNSF., ,,�; H HVT Accordion Shutter System # ? 7I L ECO 1 NC. A■S■S.A■ )i V. BLADE#, W/OR W/0 kV. WINDOW MADE ------------ American Shutter Systems TILLR TESTING t ENGINEERING COMPANY y DESCRIPTION DATE DRAWN Or. L C Association. Inc. 1 OLD 15-08S07/27/1; DATE: 07 27 17 �••.,�` As sus N.W.3Wn.s.,ser.Las,vVaiaH GARDENS.namx.151 / Ph—:(305)8'71-1530.F.:(305)071-1531 4268 Westroods Drive 2 �.iu�+ "'••::••••' ,e' • .a:IaL.wW4a•can West Palm Beach, FL 33407 3 DRAWING No CONAL EN-'� E9-atw6)19 17-107 WALTER A MUT N.P.f FLORIDA Uc./44187 5 SHEET P.E. SEAL/SIGNATURE/DATE END INSTALLATIONS n HV BLADE OR d A WINDOW BLADE ANTO 2"x4" MIN WOOD STUDS 2•..- a.wore soros aro 0 s'.i un. r.i um.worn ],uas Rr0'a AS.wrl,CABGuac) - /L- BRaaR•B'oc r.v,.B. rXM71K Goss G ro I/3'cox f .1 i \ / \ ✓ 571x,9 cx,sr _E7mx+C awn ` ras, pip m CLASS - To awa nn ---.,�-_ I w 9e1T Ftr•ooa ,/Y NN.CBi� .. -:—_._. 11 rw Rvac y Wo ,-,F ,/le•.3•-B1L-- Rvu 1 rm 8/Ge�TjMD -- m a�f3t,: ssIS w set 19 fOR Y (6x63-K)CONE. h1Ny<1/2' 6.Can w 91ffT 10 raA SOeM[w sen WL,lO3D. marts fsa etAsS([?• P15M000. Bum®• ,1 rm Roof(r.— 1 - som"w sin t9 KYY. OSER 11 HIR abE 7_ .__... L. Mi[(LOGIE 1/]•1 ® w/LI—/ w 9fFt le RN i�_ w 9RFf,B 10R �.._.- '�� AT na1ER s;o�i WNA._ ,IR6M _ BIA6Q i /Ifkl/2•S1L5. ..[ ,4 •w 4'6,c ale O.G 1INT 4R.5. - 5 n';Ir I R,a,DATW / I OR C4 • 59IC CONNCCT(AoN� `1 ON ir OBB11 10[K. 9R�• a TRACKS'�-O.O'p7•t4•�- s �'`L� t. d3-&6 (V-T•0.0_ w 0DAI � P9•®-i�•0•ri.a.-� 4t-�- -�h'3•l3' .�.�.®„�A.®. m TR.cxs �- 6 C9-o CSD-;s�•®- �'j.0.0. �®• L�•E!•Q�•Ci-�®- 15 L�-L3•C3.7•(h- rs-c�0•�i 6 0.0-®cs-y�- c-0-0.0-0-9 IND CONNECTION DETAIL 0.0.0.0.0.0 END CONNECTION J END CONNECTION DETAI 0 6nsmc r6a•Sea /!_� •Bta.W1m m,,ae VMS 6sfA3iR s-os Rmio �•~1 99WAWo,nes ,/i a 1MCOR ANOOR$- ',o„/z's.u.s. - �cns.&alrt5-. I iD,ORL110R•lI'as '/+,/z'MN.\W,B O.C. PEN[:pA-w.tI'O.0 \ m�4sow("M m MASSt� �` IMMIXw s¢r 4 ..�4 • SEE LIMITATIONS OF USE FOR a 1,Ra Wm .ND �/ . ;% � � w sen IB rmBLADE.1 ON SHEET 19 7 `J exOfr � w sell K NP TOR / /�• •Iwo. COR '4-- -----..--................. - p. 6oRR�oR ®®•C3-U©- &63- .uu-Nro 2"..-wf..am, wu_ ( •£�-L>•= o• - 3R@DR®eR(t3 VIEW Y =X9.6-©•6T©. :*La RLO.O. --' — 9,28:J 0.0-0.0-U•0- 6.@-0.0-06®-0.0.0.0.0 END CONNECTION DETAIL (9 END CONNECTION DETAI 14;' SIL X FLORIDA BUILDING CODE(Non High Velocity Hurr cane Zone BL� ,uCEIU•• �v 02017 70.1EC0,INC. C'2017 EAS7t:RN METAL SUPPLY. INC. IL 1 O .NC. A.S.S.A■ Accordion Shutter System H.V. RAGE#1 W/OR W/O H.V. WIND(7W BADE 6� TILUT TESTING k ENGINEERING COMPANY American Shutter Systems �,.N � ,,,,,, OAtt oRAWN LC. 0'•. It /' 6355 N.W.3671 5,.Sl -%M mK,w QMRWG.RLPIW 331 Association, Inc. A,o,IB:(x5)871-1530 FO. (x5)071-1531 4268 Westroads Qkive z a..D 15-085 /Y7/I Ds3E: 07 Lwi' -�ss/••" '•'\1 . e- wt6ea9.""1 West Palm Beach, FL 33407 s DRAWING No -•._ANAL ENS, wAl1[R A.3.11 17-107 P.E. SEAL/SIGNATURE/DAT_ FLORIDA L"'0"I67 s SHEET B 18 OF 0 yA� pAll TSD (�� \�c"��� • GENERAL LTMETATIONs LMO C-^-NnRIONS OF USE EQE BUMIA 0'9 'gML ACCO 1.MAX.A.&D.DESIGN PRESSURE RATING: +110, - 110 p,,.f. .._ .ip L 2.MAX. SHUTTER SPAN:96` 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6, 7:AS WELL AS Ic MOUNTINGS M,0,T,U&W ON SHEETS 16&17. _z s i't ONLY CENTERW/E5(//��� BOTN W ®� OR ARE ALLOWED WITH 1 4 OM'ZS' I�}��A�Ay�E S OR OPPOSING OR, IN CASE OF°PPp�NG J W JON / UYOUf,05)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CEMF�4A`fETYR EA. END ♦ • �/ 5.(A)HV WINDOW BLADE rA�SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'•HOLES)FOR®PER AT SPACINGS SHOWN ON SHEET s. MAL. S AT W w ♦ ♦ MIN ANY 3Y IgIE E TT30�1 TOP OM EDGE OF HV WINDOW BLADE t/ALLOWED IN KW FOR f�) BE WINDOW BLADE (C)FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1(D)HV WINDOW BLADE 9 MUST BE USED ALTERNATE TO A SOLID HV BLADE tOTHROUGHOUT SHUTTER'S WIDTH. (E)C TESSHAM.ALWAYS BE INSTALLED ADR10ENi 70 A SOLID HV BIAOE 1 ATETTFIERSIDEOF THEMCAR80NATE HV WINDOW®. SEE CONNECTION /`. • $ THE INTEYRI THE OPENNNG SONG PROD TECTED HBE SV M NDOW 4 MSo TW UST BEEDETAILS ON SHEETS I! ONLYINSTALLEDANO LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, 0& EITTP. ._ kINC. FULL HEIGHT." 6,SEE SCHEDULE FOR INSTALLATI S INTO WOOD FRAAfE BUILDINGS ON SHFIT 15 ASIMMTED BY SPAN ANDDESIGN LOAD(SEE NOTES 9 1 &2 ABOVE). F ` 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED r CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY LI- 1, 11.1 11 11 Ill 11 1 11 11 IL 11 if H 11 ill 11 1111 11SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). `i�`j SFf PLAN FOR REQUIREMENTS) 8'MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTIA F-1996: TOP&BOTTOM W L;;3 pt�4 a�r+`,' � W7N0 ZONE MMpYUY SEPARATION TO C1A55 __......_______-__-. _..._._......_ -_.. NUYITED WIDTH ELEVATION MH SEPARATION TO GLASS EXISTING GASB {SEE SCHEDULE ON SHEET 11 FOR BLADE( . 8.25• ---__ Aro ON TIES SHEET FOR E AOFS Q&17 TYP / 'i��l� `�� � � � � ��+J �,---•--� P. SY4 RIO�.�CIE. W/ OR�S MID i tal.a ! W/a (SES TE \•v v 7=4��5 / TYPICAL Cts HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 'tA SHUTTER* FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone V\IATa��:••'�\GENSF•,.`'9`, 0201' FII-TFC°'INC. 0201/ EA;TF.RN METAL SUPPLY, INC BERT * * IL E C O tN�. Accordion Sh Shutter System �j -- A S S A FIV. BLADE X11 W/OR W/0 FIV. WNDOV/BLADE ;'•Q TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems CV.N DMI"PTION TATE oaAWN BY: Lc p F p, (`�1 63AS H.W 360,,SL.Ste.305.YIHDWN GARGO's.FLORAU 3316 Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 �1 PAene:(305)871-1530.Foci: (305)871-1531 4268 Westroads Drive 2 t4t..O cl.c— West Palm Beach, FL 33407 3 WALTER A nWT I,P.EDRAWING No S�OpAt T.�,1 ♦ EB-OW6719 . . 17-107 P.E. SEAL/SIGNATURE/DA,TE FLOEUA uc' µ1B7 5 SHEEP 6 19 OF 20 A% , v2".OD35"TN GK YAR,ES INSTALLATIONS W,/� e.. HV BLADE & HV CENTERMATES 21 -,2.000"M - Min.ASTM A-853 GRADE 40 0' 2' Min, G-60 GALV.STEEL INTO METAL STUD WALLS * ya 083' METAL STUDS STUDS AT I6.O.C. W 43b 7/2' 7S' � 1/4"® NOMINAL 'o,a 4 * GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE FOR BERTHA(1'j HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY �1 3/4"x 6 1/4•:0.033•THK:N E6n.1 43c 430 ' ,� SYSTEM INSTALLATION TO METAL STUD WALLS CONT.GALV.STEEL TRACH CHANNE7_i O 6.O.C. O 6 O.C.^. I '_____1 X 3.000' ASTM A-657 GRADE 40 Min.G-fA I 7 l SEPARATION TO GLASS SCHEDULE --- ..._. GALVANIZED rASTE71Eo to stuns " 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) M6%' I/(2)/6.I/Y TEN SCRF.MS ON I EXISTRIG FINISH 3 i IWtFWR a EXTERIOR rACE I AS APPLM.ABa i N 2. MAX. SHUTTER SPAN! 84" WIND ZONE T ASTM E-1998 MINIMUM SEPARATION 4 LENGTH r t EXISTING GLASS I MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS (SEE SCHEDULE) GLASS = 43 ]„/4"Is-20X3' BOLT O ^ 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED I THRU 3 — 1 WITH 21 ARRANGED A METRICAL LAYOUT. MUST PENETRATE 3c i" 1 m USE 0 (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE 4 4" ` EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 7'373" -1 3/40x 6 1/4'x 0.035'THICK Min.I ' CONT.CALV.STEEL TRACK CKV940-1 AS APPLICABLE CENTERMATE. zS0' r^ -^-.050• ASTM A-653 GRADE 40 Min.G-60 .GALVANIZED FASTENED TO ST1 W/(2)/6.1/2'TEN SCREVS IRS ON 1 . 43c 430 i o INTERIOR A EXTERIOR FACE 1 ''O 6 D.C. O 6'O.C. _ YH73, 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 1/470 ELCO CONSTRUCTION 12 CENTERMATE 21 APPL.ICAnON WITH BLADE ,Q PRODUCTS FAB-LOK HD .6". 1 1/2.0.035-THICK W �awEs 0 6" OC. COMPONENTS Min.ASTM A-653 GRADE 40 "in.G-60 GALV.STEEL.C. '' MS WALL HEADERfSILL INSTALLATION --EXISTING FINSH As APPLICABLE SCALE: 3/8 METAL SMS AT 18'OMin. VA (TYP. TOP Y BOTTOM) A _ - 1'A 7 3/4', 6 1//"x 0.035'Ti/ICN Min. /EXISTING GLASS _ _ _ _ _ - =NT.GALV STEEL TRACK CHANNEL. ASTM A-653 GRADE 40 Min.C-60 / GALVANIZED FASTENED TO STUDS 430 43b 43c AA SYMMETRYCAL SYMMETRYCAL i:. I J w/(2)/s.,/z`TEN sctlws GH CENTERMATES W/ CENTERMATES W� ADNTOEGLASS1GNYiI� MTERK7R h EXTER OR FACE EXTERIOR ACCESS SIDE 1 1. INTERIOR ACCESS SIDE 1 (SEE SCHEDULE) Mqz. 4 ---- -_= ------ --- --------------- ----- - ---- -------------- --- 4 ----------- 6'(TYP.)-- IN (6"Min.) IN 1 ---------__ ------ ------ --------- 24---------------------- ----- --- - ------- ---- ----- ------- -- = -~ -- ---- _ ------- ---- 12 ----------------- -------------- -- --------- -u-> ------- - -- ---------=t- —a - - -- .T. --- --- ---- _ ____ — -M-----------—_ __ _ "-_ 2)42 -- - r 1 2 • - 2 1 2 1 LOCA D AT 12 HV HEADER/SILL ENDS 1 VIEW Y '�-(/�"��I(6-Min.) 24 SIDE CONNECTION TO TRACK � .......... _ -7' ___..�6 1/2•MAY. SLACK ## _.___; (cont.) BNA BLADE SLACK DETAIL HVFIQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone P;Vill k TIS/T C2017 EASTERN METAL DPPLY, INC. 02017 TILTECO.INC. BERTHA Accordion Shutter stem ', ---0� f7i MEC C O L N C. A.S.S.A■ TLV• euDE , W/DR W/0 H V. WINDDW System TIWT TESTING t ENGINEERING COMPANY American Shutter Systems ,N DESCRIPTION DATE DRAWN 6Y: LC. 6756 N.e.36th.A.,S• SIO,I R A G tDI}IS.FLORW 33164 Association, Inc. 7 OLD 15-085 7/27/7) DATE: 07/27/17 Pham:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No r� �OR' lV TAS •-man:htte eeal­ West Palm Beach, FL 33407 7 17-107 �''sQ�� 44•`'i�,,.'1 WALTER A. i KUTJJ,.P.E. 4 P.E. SE�fL (TO EjDATE FLORIDA Lic.i 44187 5 SHEET 6 20 OF 20