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HomeMy WebLinkAboutProduct Approval 0._ _ r ... - .. BeiSllnma Lug In U.cr Regt�raticn Hoi Topns- Submit Surcltiinje Stats GFatts= Pw=t'i4ns FBe Stalr`._ BCIS S¢rbiap Linins - Scarth �z ;O oductApproval b USER:Public User ' ; . >ApPlio�onD FL x i FL369 R4 Application Type ReJisiori' ILE COP -Code.Version 2017 Application Status Approved Comments- 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 Bili Feeley Irodriguez@easteriimetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email category Shutters Subcategory Accordion Compliance Method Evaluation Report-from a Florida,Registered Architkt'oi'a Licensed Florida.Professional Engineer EvatuatiortReport-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,lr:R.E. the Evaluation Report Florida License PE=44167 Quality-Assurance Entity National Accreditation-and Management institute Quality Assurance Contract EzplMtioo date '12/31/2018 Validated By. John.Henry Kampriann Jr Validation Checklist-Hardcopy Received Certificate of Independence r-1:z?O RP t•-Ot f'�r{1iC E!� itI-1 FQ v>;Tar-OC sr1C. �7 107 CcR�I'1FjC'ATE OF iiIp�PENOENC�PSP F!?aeT}'x "f3I_s �It'Ri+:cut`F'E'?S�STF,`S•sCs '4._>r - Fl Z$4 Pq I CIi t�3EFIC1aN YHtil=t ERS`14�Eiis IIIZA1JIfdE-i7-i!'ha. - fFftFiFI�-2TE'f'�•; ��:Cn.nCn��•-�'-rli;c .. standard Year -- ASTM E1886 2005 ASTM E-1996. 2005 - ASTM E-330 2002 - _. TAS 201,202,.2 03 1994 41 II ,�I 41'.7 Ir d `c N cv a i f—+ (14 QQ� GENERAL,NOTES: LU t}L}tF N.Y,ACCOR SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.}HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 26t7 (6th EDITION)OF THE FLORIDA SOI.TNa CODE.THIS � SHUTTER SYSTEM SMALL NOT BE INSTALLED AT RICH VELOCITY HURRICANE ZONES. 6ES GN WIND C ETERMINED AS AER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS A NSfALLED W DIRECTI',FACTOR Kda0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.O.) DESIGN PRESSURE RATINGS INDICATED SHEETS ii T 15, 19 0ORDER TO VERT � CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN WINO LOADS AREA 1: HV BLADES n & dA MULTIPLYING THE IN OROERTO COMPARE THESE W/MAX.(A-SM)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 79&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 7.INCREASE W ALLOWABLE STRESS FOR WIND LOADS WAS fiM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.Hb A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V,AC W 01 SH ER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS 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 BLADE&WINDOW DETAIL -HV BLADE 00214.67" #0715.01-03.01004.01-05, 01214.01-05.(10317.02-06,1}0609.01-10 AND 00210.01-11 AS PER TAS-207,TAS-202 AND TAS-203 PROTOCOLS AND ASTM£-7886 AREA 2: HV.BLADE("ZA d HV WINDOW BLADE 1t1A AND E-1996 STANDARDS( ILE LEVEL D,WIND ZONES 1, 2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE.AAPPLICA BLE)-HV WINDOW B I 5.01-08 AS PER ASTIR E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1, 2,3) BASIC PROTECTION ONLY AND 0 0725,01-88 AS PER TAS 202 PROTOCOL 'TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. fill BLADE(D AN D V.WIN I BLADE Q ARE EN0114EERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETF./BLOCK SHEET 7 3.BERTHA H.V. DAN PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 074x2.75"AND 0t 4x1.75`RESPECTIVELY, DETAILS HY SHEET 8ELY, 410-H1'MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS S . ITI1 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATOR ERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HY 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 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE 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 k.-I MIN.TENSILE STRENGTH. ANCHOR SCHE'OULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA SUILORIG CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 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 BLADE !O: 12.t3,14.16 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE(1'D&9 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X. WOOD SHEET 18 S. THIS BERTHA TIN.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 86'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 05'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW B A F 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 ANCHORAGE, CONTRACTOR TO SCAT/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.T14RU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT YBND/RATN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 t0. 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 HO • CENTERMATES AND ENGAGE OR LOCK ALL HV AND HE LOCKS. AREA Hlf_ WINDOW BLADE\.11ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SIIUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL RE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 7709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA+.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY PATH SPECS INDICATED IN THIS DRAWINO PLUS'ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WILERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.O.PREPARED BY THIS ENGINEER 1S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THC SITE CONDITIONS DEVIATE FROM THE P.E.D. '(b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SArETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED LIE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO ELY THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFAT 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 MEANS. (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 THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (D)ORIGINAL P,E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. f1f�tYAr1AAA�r ar FLORIDA BUILDI CODE(Non Nigh Velocity Hurricane Zone 1171�t� P, I sq 6s 02017 TILTECO,INC. (4'12017 EASTERN METAL SUPPLY,INC. - tt,, ,4SP,•�y;�„Ns� ','`'fi �L� B RTHA HVTId A S S A Accordion Shutter System � Z C !N c. ■ ■ ■ ■ H v. #1 wj OR wjo H.v wrrooly MADE 'PT z American Shutter Systems Ey,N DESCRIPTION DATE DRAYM Or. L.C. TiLLIT TESTING & ENGINEERING COMPANY Association, Inc. i OLD 15-OBS 7/27/1 DATE: 07/27/17 tt 8383 ti.W,36th.St.,Stn.dab,NRGWW aASDDiS,FLLMC'A 331fi 4268 Westroods Drive 2 Phona:(305)871-1530,Fox:(305)871-I!31 DRAWING No a 3!iNw;aOao+.cam 'test Polm Beach, FL. 33407 3 17-107 r7 Y -,US/a/.IA�lr r}II WALIER A,TILUR Jr.P.E. 4 P.E. SMNSIF3(9A�URE/DATE FLORIDA,U..t 44167 5 SHEET 4 1 OF 20 i C , '.r.FOR Nvm.awe© a VARIES t.4 i- v s/6'" , bl MOI. I1 1,2DD" may" 1 O) I ..'-•11 4 4.37t" 4 ? 1-- X65• ___.�� ._i q• 4.657" i^`~ I ._4.9 �- •1. ,-. r�''S h� .s JS,� f � fjY 90'11$0' STARTER (f)HV SOLID BLADE G HV UNIVERSAL FLOATER ryl QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE WJ HV BLADE(T) I+)HV DIRECT MOUNT HV BLADED HV WINDOW BLADE* 6008-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV G061-T6 ALLOY AND TEMPER -SEE LIMITATIONS Or USE OF BLADE (9 ON SHEEI 19 6063-T6 ABLADELLOY AND TEMPER .124'-N3.., ! 6063-T6 ALLOY AND TEMPER 3 �5--•-i /'S�4 e (iYP.) 1.000' "? 3...c55• _N .670' .2'6' '072 ryr _ go 842 b o1 �I o 1 } m Let " .a9z' I 4.436' _•� 1 c� 1.375" ........... ............ �7)HV ADJ, ADAPTER Wf L!P _ ;..92o 3 ! g07T 4. { 3.226, _ QUALIFIED FOR USE Pt/ NV (8�HV WALK—OVER TRACK ,6 HV ADJ. FLOOR'TRACK BLADE(D ~' QUALIFIED FOR USE WJ HV {9 r HV TRENCH TRACK '—►—, ,ess_ 6063-T6 ALLOY AND TEMPER BLADE(7' QUALIFIED FOR USE W/ HV n • QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARO TEMPER BLADES ONLY. (10 HV RAINGUARD BLADE r'j) 6063-T6 ALLOY AND TEMPER OUADnED FOR U$E W/ HV 6063-T6 ALLOY A D TEMPER J VARIES BLADE�1_) } R` i' 5.915._ VARIE$ •t.938` N 6063-T6 ALLOY AID TEMPER 083• 083• m $j .083' oI.-l-�•Q83_ o;l C9S' r .._ ^i .12 i t Pi. 060' ✓tet e.Q '�''� I 1670 .050 e °D•!._ o. i D 1.666' r •• D G 870 ` 3.52.0. - •�6.7.rt: ?o'er., ' 12J Hy HEADER/SILL C) HD CEILING H£ADERISiLL =11i HY CEIUNG HEADER L. QD7CLIFIED FOR USE VJ HV BLADE 1�ONLY, QUALIFIED FOR USE W/ HV BLADEt�QNLY I1 D ALL HEADER SILL / C 6063-T6 ALLOY AND TEMPER" QUALIFIED FOR USE W/ HV BLADE ti4 YL f SEE SECTIONS FOR VALID11Y- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE Vtj FIV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY ANO TEMPER BLADE rl ONLY. 6063-T6 ALLOY AND TEMPER —9-1 ! COMPONENT A D TI T2 ._I_ Y. Y t �' A4N.X MN.Y MIL t yi 2• 2' 1D.i25" •� L_.�1I 0462' `a1 {t 7J { 2' 5"MAX, 1/8" 1/8" 3-1 1 1 3" 4a.C90- 2' S"!44X.1 0.19* CAW f16j SIDE ANGLES "'" —"' • 0 r Its f 2.s• 7"MAX,!a.19o"{o.isa' c20, CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES -1 ; I QUALIFIED FOR USE WJ HV BLADEfZ) QUALIFIED F03 USE Wj HV •—: - BLADE ) 6063-T6 ALLOY AND TEMPER BLADE.1,ONLY. ;5_4,1 2- S-MAX 0.139" °0.131' 6063-T6 ALLOY ANO TEMPER 6063-T6 ALLOY AND TEMPER ' r(Nrf/fsr FLORIDA BUILDING CODE Ikon Nigh Velocity Hurricane Zone t}tl`A ...,....... •f! /��„4p 92017 TILTECO,INC. C�.201�A7 EASTERN METAL SUPPLY, INC. HVTM I L E C O �N�. A.S.S.A. Accordion Shutter System H.v. BLADE#T w/OR w/o H,tr,WNDCN1 BLADE r�7 ? TlLLIT TESTING k ENGINEERING COMPANY American Shutter Sy3t6m3 rv.N DESCRIPTION DATE DRAWN BY. L.O. 6355 N.W.35th.St,Ste.305.V,RGINK CMDENS,FLORIDA 33,6tAssociation, Inc. t OLD t5-085 JJ27/tT DATE: OTJ27Ji7 Phone:(305)871-153D.F0,:(305)871-1531 4268 Westroads Drive z DRAVANG No Qi41 R-Rwa:1 tecoQeoLeem West Palm Beach, Ft. 33407 3 •......,...•''' 1 FB..0006714 4 17`10/ CO It WALTER A,TILUT Jr.P.E. 5 SHEET I �'` { n.OR+OA U.j 44167 R 'Noft AreIII�E/DATE 6 2 OF 20 w I r I i 4.660' TH4 7 293"-. READ 11 ,f/ IIUI�l 1111�11. S5 C —IIE CAST T.R (2 IYP.) HOUSIN EWIVEL I'D WED PlINTE0 TU 6 RN 08 GE . ............... Ip C4 R. So I LERASIS CWNDER CYLINDER V I (CHROME (CHROVE NATED) KEYS PLATED) _J C1 HV CENTERMATE HV LOCK l Hy EGRESSLOCK QUALIFIED FOR USE W/ HV BLADEO& lAJONLY 01 HV FLOATING C F) FOR USE W/ HV I & Al,ONLY QUALIFIED FOR USE W/ MI QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER OU406E 6063-T6 ALLOY AND TI.*MPERBLADE(:I)& QA)ONLY. BLADE(_-l)& ONLY. (2_�. HY CORNER CENTERM&N T_ 6ID'AtIFIED FOR USE W/ HV EILADEQ)ONLY .-25V O.D. 518" 6063-T6 ALLOY AND TEMPER PLASTIC HEAD S. 27i� MOLDED 70_� �Q 1 10.1.920-! 32 1 SCREW t in A 60'AFTER RIVETING BEFORE RIVETING 1/4"0-20 x 3/4#0 j S.S THUMBSCREW 114"0-20 RIVNUR *SERIES 9444 ALQUINUM C.024-T3 MAZY)LARGE FLANGE 7M4t SHEET NUTSERT.PART 1 0620.AS MANUFACTURED BY AVOEL CHERRY TEXTOR14,PARSIPPENY.NEW JERSEY 07054 OR EQUAL PLAN FRONT ELEVATION HV MALE "T" LOCK CENJERMAM • @6 HV ALTERNATIVE LOCK �7) LOCKER FOR FOR USE W/ HV BLADE )ONLY HV.,FEMALE "T LACK LOC"FISITERMKIE (@'HV 'IT" LOC MATE QUALIFIED QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE IN/ HV BLADE(i)ONLY 6061-1`6 ALLOY AND TEMPER i QUALIFIED FOR USE W/ KV BLADEITIONLY i4/HV BLADE C1'ONLY. BLADE I DI ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER'' 3.161 0 =.'x -THUMIITURN 01-L I CYLINDER OR V4 —&62. 214" 1 KEY CYUNVER 0.675"!Ain, L 4� -!' HID CENTERMATE W/ NO LOCKING ROD HD CENTERMATE W/ LOCKING Ry �Co QUALIFIED FOR USE W/ HV BIADE,I)& UA) QUALIFIED FOR USE W/ HV BLADE(_11& (�Aj 6063-T6 ALLOY AND TEMPER #3 H DCENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER _yjt1L5._T2"MIN. QUALIFIED FOR USE W/ HV BL.ADEf_l',&(IS-� 606 1 --_i/4 -20 S.S.OR 3/wo_16 3-TIS ALLOY 14D TEMPER �AOL THUMB PINS. L/2.- CYLINDE OCTAIS? (SEE OR KFY LW_2 �_ CYLINDER 1.57 MD.,, 1,78 Ito.. i SILOCKING ROD(9 V �4) HD LOCK QUALIFIED FOR USE W1 HV BLADE 1,J), 37s D 6065-T6 ALLOY A14D TEMPER ✓ 5 ACEIAL HV 1/ 0-20 AISI 304 BY REGENT HARDWARE MORTISE LUCKS SERIES 2333 HOOK IFFOLT LOCK. INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS 4RIES S.S. THUMBSCREWS OUALIFIED FOR USE W/ HV BLADECI)& i—A; OVILLED AT TRACKS FOR PROPER EMBEDMENT 0 FIED FOR_y;;P;,jjjHV BLADE(�_) QUALIFIED FOR USE W1 HV BLADE-0,1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, t"11 T, @2011 EASTERN METAL SUPPLY.INC. AL. 92017 TILIECO,INC, BERTHA H TM Accordion Shutter System /7,MrEqq ,_\ A.S.S.Aw KV. Bl"#1 W1 OR W/b KV.WINDOW E11_ADE 7 American Shutter Systems TV.11. DESCRIPTION DATE DRAWN SY; L.C.— TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 01-0 Is-ass L7/27/1! 6355 N.W.161h.SA..Ste.105.VIRDVA VIRDFINS.FLORIDA 3316 — DATIE-. 07/77/17 STATEi)p 4268 Westroads Drive 2 (305)871-1530.F0, —DRAWING No _ �'*'R'_ ", AZ .0 West Palm Beach, FL 33407 _3 OR ID 64C 0-00060 9 -- 17-107 4 ....... WALTER I ILL-'7'4.P.E. '10 it% IT, ' 5 SHEET P.E. SEAC7%�FPRi.�&TE FLORID& -1 44167 3 OF 20 SHUTTER ASSEMBLY SCHEN-LEFOR cc .0625" ii HV (D HV 41 L-j—" EqGE 075, T BLADE I SLArE' "06'2e- .0625 .6626- p Y ..E'S '1875" KNUCKLE 06251 HV BLADE IA O.a6z HV LONG RECESSED NYLON BUSHING 0 (TYP) HV SHORT RECESSED NYLON BUSHING RI.7 T PORTION 0 W0WR 2 BI E- HV 14Y (D OR (9 f N I L014 HAT WASHER 2.. KV WHEEL CARRIAGE AISI 302-303 SERIESLr %02.s , 2.s 0.$70"x3/1$" THICK NYLON WHEEL. 2 7/6-MIN W WINDOW CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS .fff"-4315"o SEPARATION 0625' '13'00 3.7500" SLADE -r'0525' 13 'FE" I EXTERIOR OPENING l ±5 3/4" Lit ON CENTERS�EFTION Y .7500" HV 1 3/4" ACCORDION PIN W1 #8 HEAD '4� ON E OPENINGS 0 /4 @ HV 2 3/4" ACCORDION PIN W/ 8 HEAD 41 Lo CLEAR Y WINDOW BLADE AND POLYCARBONATE IMPACT RESISTANT HV WINDOW BETWEEN TYPICAL H POLYCARBONATE BY WINDOW DETAIL L DOR —@ or @ EEOR (g P NA PA RESISTANT HV WINOgy REQUIREMENTS)NOTE FOR (D *P BAYER MkKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC 12"MIN.C LEARA ICE Hfl: A V R 10 eLAOE SOTIPU INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NUTS: 7" ON SHEET 19). (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR POLYCAR80NATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1U OR EXTERIOR APPL0911 Ra"T 44 HV @ BLADE. RPCAL SHUTTER ASSEMBLY MCAL FRCP&RoES STMoiqO HV PIN @ORgIOR AT T (2) HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT • EXT BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D O0Z24', (SEE NOTE * FOR VECMC CRAWY ASTM 0792 0.0.3 ttv-"' 0.043 tbm' 7. 101SILE tri 0 STREIMU, AMM 0633 9.100 Psi 9.500 p..A. BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET REQUIREMENTS) t nzyuu.ENEIrTH AT"DO Asim 0790 *.5"P..l 1.4.400 P.,;- 1JVUM MoOkILUS ASM 0790 0.000 0A], 34.000 PA.. (3) HV PIN OR W/ 1/2" O.D. 1/16" THICK S.S. WASHER 01 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, NOTCkEu 1200 ASM 07.56 to FT-V/i, 17 r-fit, SHEET FIRE pug"a QlAgul WHEEL CARR" SUNE opsin ASTM 028-3 412 X 64.5%MAX E DETAIL RATE or OwNitm ASTM 0636 C-1 CLASS C-1 CLASS N_PEMBLY LAMUT sw IINMON ASTM 01979 1010'r goo r UADIMIt. AM 0155 TEINSAR STRENGTH AFTER wUIHER N, ASTM SH 9302 p.,!, Oslo O.L IVISILE SUESS BEFORE WFAPER1 Asw 38 -61 F.,I. Qe8o 0.J. 10 HV BLADE SOLID & ff-A HV- WINDOW -BLADE DETAILS N.T.S. 00#1fox"", FLORIDA BUILDINGCODE(Non High Velocity Hurricane Zone: 1777 il,-TI/;"N, V' 0207 IILTECO.INC, 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM -4 Accordion Shutter System =1L E C 01mc. A.SwSmAn H.V. MADE#1 W/OR W/O 14M.WNDOW BLADE American Shutter Systems IV.N DESCRIPTION DATE DRAWN GY: L.C. CCTILLIT TESTING & ENGINEERING COMPANY Association, Inc. I 01-D 15-085 IILL 2 DATE: 07/27/17 0, W. &e 6395—38th- St.,St..Zos.MRONA CARITENS.FLOWA 3314(Ohm, 4268 Wastroods Drive 2 tut...O..Z.C— West Palm Beach, FL 33407 3 17-107 11 -0006710 B 4 RE AL 71LUT J,.P.E. 5 FLORIDA tic.1 44167 SHEET P.E. SEAL/SIGNATURE/DATE 1 6 4 OF 20 lt,C;" (23. " -'4 73:" 7•s1 *NOTES ON HV LOCKS AND CENTERMATES: rrx�q {{j3 r� , a B C 6 ` G:�" N N S T U t.. �� c':.�"��.,�.�,�2 i, MANDATORY CONDITION N�i: ONE HV LOCK;2�or�5 SHALL BE USED AT 1/2 OF SHUTTER SPAN F012 ANY SPAN L� OR 12'ABOVE OR 8! OW 2 OF SHUTTER SPAY FOR SPANS UP TO 105",AND FOR INSTA TIONS AT ANY 1 + ELEVATION, HV LOCK j2,$or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Lft OR CL% ` I hnJ I n I I n I CENTERMATES Wf(2) 1/4"4-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON r\ _ TYPICAL SHUTTER ELEVATION, ='10"v" ( 2. QPAO ,_QpHQMgN if: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV,,, (l1,rit2D; i LOCKS 2j Q5 OR Qj9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(2t �y �•--2,� ,,,,,, r OR Q SHALL-BE AS INDICATED ON NOTE(1)ABOVE. LOCATION OF LOCKS SHALL 8£AS INDICATED ON TYPICAL SHUTTER ELEVATION. DD-x 1 x - 3. I) T< IG USED Ij/fTWO H.V. LOCKST: LOCKING RODS ARE NOT REQUIRED AT}1URRICANE POSITION, BUT MAY -Sa� BcR�OtaR{4�x '� r--2'V"2� BE USED IF DESIRED i0 ENHANCE SHUTTER PERFORMANCE. LOCKING RODS T�SSSS�OR AN ALTERNATIVE DEVICE Tv MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, MNDATORY GONDM i2: ONE HV LOCK 'K iZ S,tIALL BE USED AT CORNER CENTERMATES FOR ANY SPAN a r ANO INSTALlATIgNS AT ANY ELEVATION, HV LOCK.724 or�5 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO¢j CORNER CENTERMATE W/(2) 7/a 0-2a x 1/2"LONG FIAT HEAD S.S. M.S.TWO LOCKING RODS CS p HDC-xYC -- AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHnATORY EET t2. ONE ALTERNATE HV LOCK 2 MAY BE USEqQ._�iN LIEU OF HV LOCK QQjQ1 or 3 FOR ANY SPAN AND INST LATIONS AT ANY ELEVATION.ALTERNATE LOCK Oj MAY BE USED AS AM NSWE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'4-20x3/4'S.S. THUMBSCREW TO 01 OR CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. T , xpo-1(yD__ o o- RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO d z LOCKS AT 1/3 OF SHUTTER SPAN, G. MANDATORY CONDITION /3 FOR KEYSTONE MOUNTING INSULAMNS: ONE FFY LOCK�_�or S or 29 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 J TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 12 or 5 or¢ MAY 8£USED AS AN INSIDE OR t rI OUTSIDE LOCK, ATTACHED-TO @V or @ SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. SEE END--'f 1 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 35 Wf i5 COt7NECTiOH �~ _ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON o r c x t K L u ) a o x v w x SHEETS 10& 1 HEIGHT. FULL 11 •! # n u NpTES ON HV T LOCKS AND CENTERMATES OF CORNER 1. SECOND ALIMMATE MANDATQ " AND CENTERMATE ( 2 ..:ONE ALTERNATE HV "T" LOCK 'Oj MAY BE INSTALLED IN UEU OF HV LOCKS q� OR FOR ANY SPAN AND ( oxl)41 as t'61-t,7 ax$ cat`Oj+'r"3}w+ •, 1 7'STALLA"ON AT ANY ELEVATION.ALTERNATE LOCK{,� Y BE USED AS AN INSIDE OR OU IDE LOCK. ATTACHMENT L , OF LOCK db INCLUDES USING REINFORCING LOCKER 7jA, AS SHOWN.ON SECTION HVG, SHEET 9, WHICH MUST BE t!0)•4_1 p' 71-;11{"(1`7;-'�S1 ax -- CONNECTED TO CENTERMATES @ AND 9,W/ 1/4"0-24 x 1 1/2'LONG S.S. THREADED BOLT W/7/8"4 x 3/32" WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4'4x 5/8"PoVNUT, LOCK MAY BE INSTALLED AT MIDSPAN OR 12" •7�+-,f°at,o)-(])• 1°x MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 9,TOP AND BOTOM IS MANDATORY. 1,s,•- q)-�3;°K1 s« �t Al *NOTES ON HDL KS& �E�111MAT 1 {jD Lne^.st�3i W1 HD -ENT-RMA �'L OR t33 wt. :ONE ALTERNATE HD LOCK(3.;.3 MAYBE USED IN LIEU Or TYPICAL (1} HV BLADE SHUTTER ELEVATION HV LOCKS(15 OR(29 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK�4!MAY BE USED N.T.S. AS Ali INSIDE OR OUTSIDE SOCK,ATTACHMENT OF HO LOCK TO 15 Wf 3(I8 x 3j8'F.H.S.S.M.S..AND INCLUDES REINFORCEMENT INSERT 331 AS SHOWN ON SECTIONS HOB-HVB A14D HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 05 IS COMPLETELY OPTIONAL •7tIYt,/I////x7iA�' E ING C oT1 High Velocity urricome one .,,........•, /j•% 02017 TILTECO,INC. ©2077 EASTERN METAL SUPPLY,INC. BERTHAH A A Accordion Shutter System 11 L ECO .7\ ■ ■ ■ ■ H.V. BLADE#1 Wf OR W/0 H.Y.WINWW BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY r tx.x DESCRIPTION 8] DATE: 0 L.C. •p', 7E F '�,�yy. : Association, Inc. 7 OLD 1s-ass 7127177 DATE: x7/27/17 0357 N.W,j6'{.St..Sib.TAS.N1130N GARDENS,rWAC4 331E 4266 Wostroads Drive 2 -- �r E� { Phone:(305)871-1530.Fax:(305)871-1537 DRAWING NO --�''......,,...'' L e 01:t8taaco.w.a West Palm Beach, FL 33407 3 17-107. i O, 'ONAL����,Iti1 WALTCRa CTILUT1J'.P.E. + r��' rLOROA i.tc.1 44167 5 SHEET P.E. SEALj51aWfk/DATE s 5 OF 20 POURED CONCRETE i-CONCRErE ANCHORS OR CONCRETE BLOCK POURED (SEE SCHEDULE ON RCOUIRED 1/4'0-20x3/4'S.S. POURED­", CONCRETE-, SHEET 13) CONCRETE'A MACHINE SCREWS REQUIRED CE CONCRETE (SEE SCH LILE.11 Ill/ 1/4'-20 REQUIRED P&81TOSIE(SEE UOUNTINO @ON SHEEI 71 13) NUTS 0 12'O.C. CONCRETE ANCHORS @7 @D (SEE SCHEDULE 014 SHEET 13) Min ------ Min.1 1/4-0-20.3/4'S.S. 12 cmk MACHINE SCREWS -EQ, -ED ED A USING 1/4'-20 NUTS 1/2i it 2' 0 12"D.C. 13 0 @ 250'Max. 13 OR $ 250' E.D SO"Mm E. 11 F j F It E it L!411 -r.2. OPTIONAL I li OP11ORIAL }AIN.SEPARATION 10 GLASS I --t1OR EXISTING--_r---(SEE GLASS SCI-EDULE ON SHEET 11): EXISTING MIN.SEPARATION TO CLASS CLASS- -(SEE SCHEDULE ON SHEET I i) r tom_ it - EXISTING 1 HV, WALL HEADER INSTALLATION CLASS—i (�)HV WALL HEADER INSTALLKTION J) HV WALL HEADER INSTALLATION + KEYSTONE IP- MIN.SEPARATION TO OLA55 Ir,EXISTINGID dA55(SEE i ------(SEE SCHEDULE ON SHEET I I GLASS— EXISTING UN$DpApAjjO, I--"',J ____01 MIN. SEPARATION TO CLASS GLASS (SEE SCHEDULE ON SHEET I I)- i II rcR MADE OAm— M1I ida•J+I:Ef 19n, I 1I: I1 II RS PLCIt EXISTING OPTIONAL CLASS— ED.- i Max. C1/4'M... :_:; OPTICNAL @ OR @ it F. D.- it Min.- "0 S.S. 1/4 -20014 t9 Eo� PHILLIPS TQSS HEAD 1/4"0-204/4'SS.PHILLIPS �4 L 13 OR @' I TRUSS HEAD MACHINE SCREWS N ED ED- I MACHINE SCREWS USING CONCRETE ANCHORS 107 DR@ --(SEE SCHEDULE ON W/1/4--20 NUTS 0 12-O.C. \--CONCRETC ANCHORS I- ! 1/4'-20 NUTS 0 12"O.C.OCPOURED C�NCRETE--� SHEET 13) (SEE SCHEDULE ON SHEET 13) will- OR CONCRETE BLOCK POURED CONCRETE REQUIRED OR CONCRETE BLOCK I&ONCRETE ANCHORS WAU REQUIRED (SEE SCHEDULE ON LT"rE I! BY WALL SILL INSTALLATION POURED ,,C C4) HV WALL SILL INSTALLAILON RETE SHEET I OR CONCRETE BLOCK I F FOR 0, WALL REQUIRED HV WALL SILL INSTALIXION INSTALLATION DETAILS WZ 1-SEE S JrET 4 FOR TYPICAL St SEE LIMITATIONS OF USE FOR LA �0 �'U BLADE 01A ON SHEET 19 ASSEMBLY (SEE SPECIFICATIONS GIJ HV BLADE 2- MOUNTING SECTIONS CAN BE=ED IN ANY WAY TO SUIT ANYINSTALLKIMON. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: N fe, \I• . .... 02017 EASTERN METAL SUPPLY,INC. 0017 1ILTECO.IHC� \I:, BERTHA HVTM .4 ASSA Accordion Shutter System ML ECOimc. . 0 HV. MADE#1 W/OR W10 KV.WINDOW MADE . . American Irv.N. DESCRIPTION DATE DRAWN BY. L.a Shutter Systems TILLIT TESTING & ENGINEERING COMPANY 0 Ilk. 3S5 H.W.35tm$I,.Ste.305.VIRGNIA CMDERS,FLOFWA 33161 Assoclaflon, Inc. I OLD 15-085 31M OATS; 07/27/17 RID 4268 Westroads Drive —2 : .` Phono (305)8711-J530.Fay 1(305)871-.1531 DRAWING No West Palm Beach, FL 33407 —3 17-107 VIALIER A.TILUTJr.P.E. FLORIDA LIC.j 44187 5- SHED P.E. SEAL/SIGNATURE/DATE 6 6OF 20 POURED _CONCRETE ANCHORS ue4 STPA4tifpl 1 - ,_�h--• C014CRETE \`- (SEE SCHEDULE ON SHEET 13) TO CLASS(SEE �r, -�-�QR ` EXISTING r— •n I --� ti°"TO CLASS RECUIRED t 5p0"ON s+FEt Kg GLASS=, i zi CSEE SCrEWr.E oN ..._._«.r '-'it I'm MADE ID I SMELT'I) I I SUB IF ON SK7iT 19 Epi •+ MniD o!K ET D.* APPUCABLE EXISTING Et10 st, v '-Cs¢sCNERAE , 1e4 CLASS-, ,', i; I I III • ALTERNATE � �',.! I '�I '' EXISTING FED,i.,EQ''''$$ ' ANCHOR i, i t, ,, CLASS, t i i I LOCATION I I I I ,1 V 1 I I _- ,i-010z3/4`HEX WASHER HEAD 'I ', I I I , -• 11 OR 13 OR 1 CJ ' 3/8•,un. /' TEK SCREWS 6 12"O.C. i t •=7 COC•E OF I o / �; I SLAB IF 3/e'1 WIN. .f CONCRETE ANCHCRS t, I "'• -Fv.-.: i`---" (SEE SCHEDULE ON SHEET 13) EO 1 i EQ APPLICABLE EXISTING ' ,n II�, ' _ ECCE CF ; GLASS—• , EDGE or---' I I .I /+ APPUC BLE t o , SIAM IF `p f/2' -- i-1' EDGE OF f _ _ ...._,_.:._ ---_..'.--___-- t 4:L SFAMIfkI APPUC4ELC -E.O., .O. __ SLAG IF fry :P rj(-•..f..{-='_.._. POURED FtAT'HEAD CONCRETE ANCHORS tM at S1'w t CO CRETE) ,/� ( "E. D.• CONCRETE (SEE SCHEDULE ON SHEET 14) tt EOR D1ADEq)Na 1 1 ti'Z! POURED_j y -.-..-__...__.._ REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED C.94M s9.EhOR , -i i OR i CONCRETE i ---- 1 _ RADE!L111 �' I - REQUIRED E. U.•- —E. D.• `- (SEC SCHEDULE ON SHAFT 14) 101 TRENCH INSTALLATION ,..,% VALID ONLY FOR UP TO +70, -75 PSF A.S.D. i3t HV FLOOR INSTALLATION t JBY WALK—OVER INSTALLATION DESIGN SCHEDULEPRESSURE RATING&FOR SPANS PER :G' HV CEILING INSTALLATION EXISTING I._-"-- uN.5CPARA/10N `•"J•~` , _,__�......�_-...._ �._..... CONCRETE ANCHORS to C S •: 1 I^--'"—'(SIE SCMEDU4E4! w M ro 01 i\ (SEE SCHEDULE ON f t/a'0 ITW SUILDEX TAFCON WJ ON 5NIEi t1I I I '/ - i 1�- I' EXISTING ,� SHEET f5) __( -t1 _._ TECNIxX.OGE ADIANC t/f'fJ POKERS I q• I EXISTING_, , EXISTING---i I I GLASS--- ) CLASS w I E I = GLASS -,I"'y'jST,Eansuc+i 9a-M ,. 1 J i FASTENERS TAPPER-NKHORS W/ NAX. > t� ; urs.scr we i TO 0L + s a/a•MN.Cv9mww a a' I-SMILetE 0"NKp I,) CC.roR up To s'-0"SPAN NO 4'QC.FOR SPNS IMGER OµN 1 1`i ' r i i ` I MAX. Im : �, 1SENATT AAT EVERYFAS EN'F NYI 1, i (tYP.)(SSE NOTE t Oi/2"E, .It -` ftoX3/4'NEN:E.0.* wEE'r.1 roR UharAt#a53 8 'MAX. Wo..}' 1 ,I A I WASHER HEAD I !r CONI.SFAWrr , J� 13 oa g i . utt i, "-TEK SCREWS / {. A 12'O.C. — d103/4" HEX HEAD._) ,/ qW ` I �/ ,! 11 �,/ t ( i I i I ' _ 1/4-R-2Oz3/Y SS u5 TEK SCREWS 8 5'O.G. ) - -- fr-IlT 4X3/4'•S.OS. __ _ ,, ,I 1/4' ,,1. �-USmG T/q-4-20 NUTS OR 1/4"0-20 S•S.M.S. ' CONCRETE ANCHORS !,2 -__ * ' 7 3J L __-- _ W/NUT 0 B"O.C. _2(EE SCHEDULE ON n /1/ ,�' t3 9'O.C. MOz. 1,• u. a f2.O.C. E EET 14) 1 Y { ;t I 'tt EXISTING NON STRUCTURAL WALL TRIM(DCCORAME ' t r EDGE QF / 'c .i 1«t 7 R 18 �,Yt;;,` { •1'.- E.O. Stu) SLAB IF f /. / �{, A V _#14z3/4'F.H.S.D.S. LAIN. -POURED Cp4CRETs .4.....�...i_. t 7/e", 17/8-}•i APPLICABLE ..- .� \ W 3'O.C. - " � \--CONCRkZE ANCHORS `-Sf.E ttQTP i3(b) - � `� Lu • RE9kNR[D POURED CONCRETE--) (SEE SCHEDULE ON 014 SHEET 1 EE NOTE 13(b} . ' ------"-.-E,a, ---•----"_ OR CONCRETE BLOCK SHEET 14) POURED RETECONCBLOCK ON SHEET 1 • OR CONCRETE 6LOCK #-- -•-�----- ` -- -T-•--•-• REQUIRED REQUIRED lM)KEYSTONE MOUNTING INSTALLATION OPTIONAL) POURED, UWMVM AS.D.DESIGN PRESSURE:+64.-72 Pit CONCRETE HV WALL FLOOR INSTALLATION ( ,HV WALL WALK—OVER INSTALLATION REQUIRED MAXIMUM SHUTTER SPAN R•-0" (d) �V RAINGUA,Rp INSTALLATION t NMI NOTE FOR GQ,tRtUMQY OE SECTION t ` REMOVABLE WHEN PERFORTHIS INSTALLATION SH&-.L MED E.0. ¢ EDGE 71OTANCE ADJACENT TO AN OPERABLE EXN • SEE UMITATIONS OF USE For, 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE 5PECIFICATItlNS ON SHEET f3) OR ENTRANCE 6LADC tA:CN SHEET I9 ASSEMBLY INSTALLATION DETAILS W,f {1) HV BLADE 2- MOUNTING SECIIONS CAN BE COMBINED F1 r�� FLORIDAp (� /. IN ANY WAY TO SUIT ANY INSTALLATION. t)) • ' �{i•T., �'_ FRBUILDING CODE Non High Velocity Hurricane Zone pl 4 •%,tC,�lys¢•"•✓„�i G2Q17 TILT£C0.INC. 020175TERN METAL SUPPLY, BERTHAHVTM A "i""T C O �N�. „s SA Accordion Shutter System �• H.v. eLanE#1 w/OR w/o H.v,wlty ev,De ` + TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWII BY: L.O. !00"• }� 1� tt.+f-C l Association, Inc. 1 SLD Ts-065 7/27/1 OATC 07/27/17 E/Ri Ui{.•:'"(L�/_t\1 035`i t1.N.38th.St..Stt.3051 hlapN14 GARONIS.FLORBA 3310 �•'�` Ph-$:(!05)871-1530.Faz:(305)871-1531 4288 Westroads Driv© 2 DRAWING No SNj �LZ�r�\ To a-men:GRet000d-F, West Palm -Teach, FL 33407 s r' ,11 ED-0006719 4 17`1a7 ^� �//tf/,•-II WALTCR A TILLIT;r.P.E. rLORIDA U4.!44167 5SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 i , I ' SEE END WALL CON Q ON SHEETS 10 & IS `' SEE ROTES ON LOCKING RODS S® HV LOCKS 2�ar 2(� OUT 90' I N EXISTING GLASS INSTALLATIONS W/ (E)H y ** AND ALTERNATE M'LOCK®ON SHEET 5. / BLADE SLACK DETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLAOEQ • t QOk®pk©•OOR®031D sOOR (' I 10 15 17 ��+i©•©oR 1 (22 OR SEE END WALL CONNECTION - EXISTING Guss DETAILS ON SHEETS 10 & 1&71 I 01 j — . -- 2'.2'.1/8',0'-2 O I ®•®°R 19-©0919+� J _ 3 1/4" 7" 6 1/2" 7" (606.5-T6 ALLOY)ALUM. / r" — OPPOSING I - ANGLE%Y/(2) /4'0 TAT'CON 1/2" C. i ' SYMMETRYCAL ANCHORS TO CONCRETE --1 1 .I CENTERMATES (TOP/BOTTOM)& 10.3/4'S.M.S.0 12" % ) I I CENTERMATES MIN.SEPARATION I (4)#1Ox1/z's.Ms.rD TIRE;; ` B I W� HV LOCK �4 or �5) W/ HV LOCK 2n4 or To GLASS FT EACH ANGLE.(TYP)I t ;! O.C. FULL LENGHT. : , i I (SEE SCHEDULE Ute* 3 5*. I N * �7 ON SHEET I i) -- - �° Q Q �°" / - L° o Oo2, -� 7 -� 1 ��„ -� OUT � „ �*/ - HVB 4 HVC 10•15 17•Q3 1©+1©on HVA Q OR®u©•O0R®ox 10 •13 POURED CONCRETE OR --EXISTING GLASS OO k© O © %; i RNC 11)BLOCK YIP1L -,-EXISTING 15+®p�•®�®•t17 �I 10 Eou E ` (_ .._ — _- —_..__.__— —__...._ —_——- _ _ ____ _ _ SYMMETRICAL 6 . 7 1 OR 6 7 s°k -' -- r CLASS , I•. * I N O O •© •O+O MIN.SEPARATION._..___-_ I �— _.. ._i 8 ®�°19•Q3 0119•©5 �EXISTINL�D CENTERMATES 6 To cuss ._..._.._; GLASS * l� ` 1 s-©wQ.®on®,©m O i r Ck W/ HV LOCK 1 OPTIONAL (SEE. ESHEET SCHEDULE ,�� (INTERIOR) i O. 1 8 1 9•13 Ak 19 �5 ) MIN.SEPARATION. (j q) w ��-•, TO C1A55 C.J �'7 \ /i ok Q.® ----- - —__.—..( (SEE SCHEDULE `, =1N OPTIONAL \ CJ _ ]'� ON SHEET it) _ (INTERIOR) \ i ---'7 } . _ 0 U T —�_ _ __'"__�" * / YAPIES/ \ / , j 16"O.C. \g 35aI * 3 V^ � I 90' —v _� ' w OUT_ �---�����r�,�_ 6 1/2"MAX.LfAxSLACK HVD OUT ^ C�/ (EXTERIOR) HVE HVF** IT!lTtddl/ iris FLORIDA BUILDING CODE Non High VelociL)' Hurricane Zone` `t 1�p'�.•'"' ,�"� 02017 TILTCCO,INC. ®2017 EASTERN METAL, SUPPLY, INC. ��+s ',, 9` BERT A HVTM A6 ,N�. .S.&A. Accordion Shutter System LL E C H.V. BIJ+DE#1 W/OR W/0 H.V. NIPJDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE ORANTL 8Y: LC. �`. 11fEEE"' t('Y 4> Association Inc. 1 OLD 15-CB5 7/27/1 04rE: 07 '•._(namfi..:'.4. ,e 6755 N. ]O h.SL,Ste.JOS,WRCINIA OAROENS,FLOR10s 311! r /27/17 Ppone (:05)871-1530.Fox:(305)871-1131 4268 Westroods Drive 2 I e�TSs+ """' n-mal:1;Ne°°0°oLcam DRAWING No - �O,1�(AL 1w',v�,�11 ED-0006719 West Palm Beach, FL 33407 3 f' s• WALTER AL TILL"Jr.P.E. 4 17-107 A ,@ 4165 P.E. SEAL�SIGN FLORIDAFLORIDAI47 ATURE/bA7E 6 SH B T OF 20 I ALTERNATE INSTALLATION WjHV 'IT" LOCK Cpl HY MALE-ZFEMALE 'IT" LOCK LOCKERS-2tAl 0) HV SLADE SEE END CONNECTION DETAILS ON StJEETS 10 & Is INSTALLATION HV BLADE o_uTW_' W- =N r�, W -EX .G GLASS -TM HYF.40CMED ON SHEET e. r � AS WEIL AS M JHVVERSA.FLOATING RLADCO)OCT"L HOO- � O . . INDICATED ON THIS SHEET,UAY HE USED%I M WS AALIERMA. ONNECTION 0-01 0-0-CR NVALLATIOR DETAR.WO SHOAII 114 InusSHOM C &0-@-&0-@- X(D 35-- (CO63 TO (OPTIONAL) (onow) "IC.FWULL LE11.14. (4)H v. r IN 1 (4)N.V.AMO ; I _/T -W] (TIP.) Its(TYP.) EASY .' ES r L ------------------- ----- ----•____-.__-_.__4 --------- (4)1 IV Al IV HV "T" F N OEE .Mu OM WET 5 LOCK (INSIDE) f I i A _T' _4 28 F0131 oR 32 301 OR 2 O- 1 @.RW r3 3) 1 \@..u2 0-20 x 1 1/2" S.S.M.S. (OPIIONMJ ;K@. W/ 7/8"0 x 3/32" WINGNUT. onwuo HDB-HVB 2MMETSICAL J±LT�RM TEa SYMMETR(CAL,HO CENTFRMAIF—S 9HV "T" LOCK (OUTSIDE)---' t ARES 0444 ALUMIUM HDO W1 Ok L9Sj_UaT.E8M) (2024-T3 ALLOY)LARCE FUND'TMDN SHEET IIU'SrRT,PART 1 0820. @-0.0 0 VANUFACTUR EDgy AVOO'C"MNY TEXT011%PARSIPPENY,NEW JERSEY 0705.4 OR EEVAL. @-0 4) SEE NOTES ON LoDeen RODS M ca)LW.AS ON SHCEY 3 VALID rOR ALL CEMORVATFq AppucArtoris Yao HARE(D - 171i W.1494 FLOATING IrJOEO 00.1 HDD-MIO G HQQ-HVD FLUTING STACK CODE Karl High FLORIDA BUILDIN Velocity Hurricane Zone] 02017 TYLTECO,INC. 02017 EASTERN METAL.SUPPLY, INC. BERTHA HVTIA .4 ;1_NC Accordion Shutter System FIL I co AA.S.A. KV. 11ADE#1 W/OR W10 KV.VVINDON RADE I Tr TICCIT TESTING American Shutter Systems YIEV.No DESCRIPTION DATE I DRAWN el: Lt. 7 & ENGINEERING COMPANY Association, Inc. I OLD 15-085 )7/27/il, DATE: 07/27/17 P home (305)87 OP NX 36 h.St.,Stn.305.VWWAA CARMS.rLOROA 3310f 1-1530.Fo.:(305)871-1$31 4268 Westroods Drive 2 DRAWING No e-"'O3:01...0-1-rn West Palm Beach, FL 33407 —3 te-00067I9 A 17-107 WALTER A. TILLIT Jr.P.E. — FLORIDAvo�#44'167 5 T t� P.E, SEAL/SIGNATURE/DATE 6 SH_E SI OF 20 ! I , --POURED CONCRETE OR — -. POURED CONCRETE POURED CONCRETE 1--OR CONCRETE --"---'-"---r-- POURED CONCRETE • ----•--•------ --------- CONCRETE BLOCK WALL 1 OR CONCRETE ____ __ _ /� OR CONCRETE • BLOCK WALL REQUIRED OLOCK WALL REQUIRED -"—'--- —""� BLOCK YlALL REQUIRED REQ � UIRED I EXISTING GLASS �'---EXISTING CLASS — TING GLASS ',.,CONCRETE AN --CHOR—L ---EXISTING GLASS 2"MIN. ® 16"O.C. _ ( LAIN.SEPARAn�J } — i' 1" T- S (.� -..z"MIN. T Tp C{ASS(SEE IA,rJ SEPARATION C 1 1 i 3+1+1 MIN.SEPARAnDN • SCAIEDULF.ON S.EET 'I I T.NJ.SEPARATION Tk ED TO CUSS(SEE 11 FOR B:FDE IQAPID TO WE ON GLASS i! TO GLASS(SEE EO�I•I� SCHEDULE ON O (603'76)"CONT. ON SHEET 19-OR BIADESOG( ._11 FOR BLADE�azND _ 11 SCHEDULEBLn SHEET 11 FOR 61A1)E 3 MID ��..__, ON$FIFt:T 19 FCR ALUM. CLOSER 1 1/2- 'ON SHEET 19 FOR (LTH AT ._ Bi17E50S Q�l PLATE. LOCATE t/2"r 1 6tAAs0de LIF SIDE AT EITHER SIDE A11ul--A —� T ' t BiADESO� OF ) ) j 1/2"MIN, — I OF©) -16 USE 1"OR 2"MAX. I i 10x1 ? SM.S_1 -_-_ "-'-'•—'�' h10x0 1 S.M"D.S.C. I -----'- I '—'— — AUMINUMCCUP)ANGLE B•xD-2" I ® 16"O.C. 16' O.C. I (6063-T6 ALLOY)AT MIDHEIGH� `� (1) floxt/2"S.M.S.To 1: y" 4 (2)1/4"9 TAPCONS ANCHORS TO j OJ SEE DETAIL X FOq._) ��{{� • WALL AT 1`O.C. (LOCATE AT l / ! SIO-_ C0IINECTIO14 LJ OR EITHER SIDE OF(D I O OR OR ®• SEE DETAIL XFOR-� O OR ®• I TO TRACKS SIDE CONNECTION DETAIL%f0 SIDE ON t �Q°"®°"©'0°'© to SEE CONNECTION 4 a 6 7 a Ba10•®°" TO TRACKS a 6 7 a 8�f0•®°" IUVO•®a©•�©•®a TO TRACKS 10 I •®�•©•®a©.©a '`10w®"©•©°'©•©`" i 10•p®5n©. L6 •Oj •©n©•O•®a O O ©a0.0' ©•0•©a©'0 01.0 END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 END CONNECTION DETAIL(1) END CONNECTION DETAIL I 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" 111" I'\1 POURED CONCRETE OR — E%ISTING •—EXISTING GLASS CONCRETE BLOCK WALL i GLASSREQUIREDrec_DMIH.SFPARAn0N FIOXI/2•TO I,YfSS(SEE O+ 16" ALAN.SEPAAnIXJ Dr —_— - -SCH�L9F-CN SF_ET ••� TO GLASS(SEE ' OR®OROOR 11 FOR BLADE OAAD CONCRETE . 1/2"MIN. SCHEDULE ON SHEET - ;4F CJI SHEET 19 FOR ANCHOR m—� 11 FOR 61ADE 0NJD OR)30R00R0 CONCRETE—\ BLADES 06[Q 12"O.C. . I, 0. ESFTT 9 FORANCHOk ---' ( _EO ORO.C. .T_r>-- - . 1/T MIIJ. r{ —1 I L -� _1/2" MIN- _ _--__— -'©OR®ORO OR ED j 2'MIN 2"MIN. . ♦ SEE LIMITATIONS IA Of USE FOR VIEW Y I ( 5 -- 'OR ®• — BLADE ON SHEET 19 Q0R)30R0OR00R@ ' t 'v( .. I PLAN DETAIL X �! POURED CONCRETE OR CONCRETE BLOCK WALL 0 OR � S ---� w®"'©•0a0�.10•®� ND INSTALLATION I 10 REQUIRED ,�� 'fi ©•®A©:©a © 0.0m©'0•®a In HV BLADE OR 46 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 ®a A ,- ® ®°� ® O BO ®BOO ®a® � �`®r 0 © a®'® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 1tt�A* "• Z 02017 TILTECO,INC. (�2Qt% EAST METAL SUPPLY, INC. �'�s� " BENTRA HVTM * A■S■S.A■ Accordion Shutter System RV. RADE#1 w/0R W/0 H.V.\MNDOW t �••:v •'irc'�P :Q, �; TILLIT TESTING & ENG INEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.O. �• 4 t 6355 N.W.S6tn.SL.Ste.30.M9 NIA WIDENS,FLOROA 3336 Association, Inc. 1 OLD 75-085 7/27/1 DATE: 07/27/17 •'�nQlT1A-'b�.3� Pham:(305)871-1530.Fax:(305)871-1531 4268 Westreads Drive 2 1s t t,`G` L(d c-mail:lAteca66o'.com West Palm Beach, FL 33407 3 DRAWLING No /QAtl�L•�r rrrrl WALTER A.DT11T1 J9..P.E. J /�� /7 trtrr•• rLORIDA UC.0 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 I I I