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HomeMy WebLinkAboutProduct Approval (4) 4, 7 "i77 7 f I-opse- tres, = ' ci=jrNlog-trnefr.Off*TiOl0 vgbris.VMMt KIS home Log In User Registration Ha Togtanu -cs Sut.Sect*rge stars S Facts Pubrxations FSC Stall SCIS Site Map Links Search i •d r uPsreoedupuct-tcApproval tic user Pmaluct Approval Menu Ihnduct nr ApplIcarien Search',Appbcabon List,Application Detail , FL.* FL389-R9 Application Type Revision 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 Bill Feeley irodriguez@easternmetal.com Technical Representative` Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method &taloa'• Report from a Florida Registered Architect or a Licensed • tie Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who devefoped Waiter A..Tiilit,Jr.P.E. the Evaluation Report •Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmarin Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWINQ • 17-107 CERTIFICATE OF INDEPENDENCF.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF •FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of standard) Standard Year ASTM E-1886- 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By • Sections from the Code I ! Product Approval Method Method 1 Option 0 i Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 I Summary of Products FL# Model,Number or Name Description I 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks I Blade 3=(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 1 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING I Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes" Verified By:American Test Lab of South Florida Inc. ! . Design Pressure:N/A Created by Independent Third Party:Yes I Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD 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 I for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party:Yes I for 55 psf HV3 blade w/window blade working in unison.Max.span for 1-1V3 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 ASO pressures. 389.2 Bertha NV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks:: 11 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:NoggR9 II AMERICAN SHUTTER SYSTEM ASSOC., i Approved for use outside HVHZ:Yes INC. DRAWING 17-107. BERTHA HV AC •' C•1.6�:1q�si3R Impact Resistant:Yes SYSTEM.PDF i 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.1 negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 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 stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for IIV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. J 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Dnvg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved forusein HVHZ:No F1:389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. Approved for use outside HVHZ:Yes DRAWING 17-105 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF I 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 Blade 2,See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,j INC DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes I itsack I r""i !! I Contact lts;:-,76nt"glair Store Road.T.�iahassc.:6,37399 Phone:850-097-1824 The State of Florida B as AA/EE0 employer:Copyright 2097-7013 Starr of Honda.::Insvactr Statement::Attes5i elitr Statement::Refund Statement Under Florida late,ernaa addresses are pubVk records.If y u do rot want your C-nlaa address released to respccse to a p:rbt:c-n,oluds request,Co net send 1 iertrb.iC mall to the entire_Insceo,contact the office by phone or by tract:moat mail.If you have any questons.please contact 850.487„395.'Pu-.slant to Section'455-275 (1),.Flcrraa Statutes,eifecove October 1,2012,.ficensees Itirlsed under Chapter 455,PS.most provide the Department arab an email address if they fete'one."The emaits prowled may be used far official communication rout the licensee,I ,ever email addresses are public record.If you do not Trish fa sucrAy a personal addre_s, please provide the Department wrth an email address stitch can he made ayaitabte to the public.To delerniite if you are a treat-see totter Otaptor 455,-F.S.,please dickhe"'r. Product Approval Accepts: - .OENERAL NOTES: 1.BERTHA II.ACCORDION SHUTTER SYSTEM.SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN NERIFIEO FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (619 EDNION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCRY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WINO SPEED REQUIRED.BY THE JURISDICTION TIERS SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A@.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 AS.D.DESIGN WIND LOADS AREA 1: HV BLADES 0& IX BY MULTIPLYING THEM BY 0.6 EN ORDER TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON.SHEETS 11 THRU 15, 19 &20: GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS tNDI 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 (SERBIA H.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR HAND AND LARGE MISSILE IMPACT LOAD HAS BEEN-VERIFIED IN ACCORDANCE WTIH 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 #0214.01-03,#0715.01-03, #1004-01-05, 81214.01-05,#0317.02-06. #0609.01-10 AND#0210.01-1I AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-18,86 AREA 2' HV :LAB ©AND HV WINDOW 'DE f AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES I. 2&3)&#1220.01-10 AS PER TAS 201. 203&203 PROTOCOLS LARGE MISSILE. HERE APPLICABLE) -HV WINDOW BLADE 03,#0505-G1-OB AS PF.R ASTM E-1686 AND E-1996 (MISSILE.LEVEL..D.WIND ZONES 1, 2,'3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2.FM BLADE AND NV WINDOW BLADE © 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 3.BERTHA H.V.ACCORDION PINS(NV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SWILL BE#14x2:75"AND #101.75"RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET-8 STAINLESS STEEL SCREWS WITH 135.0 951 YIELD STRENGTH AND 180 kol TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED 81 APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THOR 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 30.0 901 AND 35.7 kai FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-TS ALLOY. MAXIMUM 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 VAIH 50 ksi MIN.YIELD STRENGTH MD DO ROT MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3 .4. ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 14 6.BOLTS TO RE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 951 MINIMUM WELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:IHV BLADE 0: 12,13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 NV BLADE +Q&Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16779.502.COMPONENTS OF TMS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY.INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TD BE ATTACHED TO'INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA J: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUNTING TO PREVENT WAND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 ID.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD •FLEA 4: HV WINDOW BLADE Cr)ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. Ti, SHUTTER MANUFACTURERS 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 DETAILS• METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABEUNG TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE. T2. 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 JURLSDICDON WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDEINFORMATIONFOR A SITE SPECIFIC PROJECT...e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY of TIS PRODUCT.BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY- 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 ENCINEFR OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.0 R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE.P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)_ORIGINAL P.E.D_SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE.OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED I. t f/i/AAA��»,_ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone'„ All .b..\.... .. K -4/,--- 02017 TILTECO.INC. @2017 EASTERN METAL SUPPLY, INC. - \4' ..N.NtEtis :`'1,'s BERTHA HVTM z A S S A Accordion Shutter System /r*�_,I/d,`1 �''.I E C O INc. ■ ■ ■' H.V._BADE#1 W/GR W/o H.V.N1Noow EIDE x ��AI'Ur i TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Nn DESCRIPTION DATE DRAWN BY: LC. :'4 (((1111 AAAA LITE'' \ Association, Inc. I OW 15-085 07/27/,7 DATE 07/27/17 \ 6355 N.W.36th.5L 516,305,ARSAIA GRODR.51.0010 33166 :gyp',, �r�L,`\\\\ Phone:(30a)871-1570n:oFos.(305)571-1531 ive Igrest4?Palm Beach. 68 dsFDr33407 2 z DRAWING No . 6RICj�. :.531p • 111 'E8-0006719 4 17-107 OS/ '15 WALTER A'GLUT Jr.P.E. - L'//'1 ' FLORDA ue.#44167 5 SHEET P.E.-SFitL./SIGTIAYURE/DATE 6 - 1 OF 20 VI m MI Y A 9r O 1351' A�� 'SQ., —� o m ~a, �i O 1..02" p A pmt-0 J al x rnm0< w � c0+vz c . os P N i x-20 �.r S _ g 5 yo < o G 6r P. 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F- i ,x-- -:61- , ..< , . ‘,,,.. 5 21, • 1 0 XS ,110 •,0..,.0,A Z tar, -.L.- P.I - ''' -Ago' ,:.; ' le• 'it§ ;41 ,z - . ,-. -e. 1111F- LI) I.t4).., El 14 i CI ' V7. • At- -r ;:, ..A 1,2 51 • ',.s 2, -5 44° i I I i 2 •-.,,4 ' Iti,,' i . I 4' \ (L:...TLIC)41 ..-AT .1 5. • e.8 ' f '6 2 .°. II - ''• u. . U., C.. '---09T1.: °tf fg [ illi .. 0 ,(7,,,,,.-J **A -•"' 0, iis s."1170 A Fy D 0 *a ..-*'...\::' ® .6"0-s' .<1 SHUTTER ASSEMBLY SCHEDULE FOR I —•��J r_.� HV a HV 3/8"°f6 5 12'DIN. �' 8611 C:)" 71 (•r1 TO BLADE TCP Q HV BLADE 1 E IA .1875" .�_.._...-._�. t 4-1625* -j 2 (lb -HV BLADE iA � `i .Ail `,rl } MV WINDOW DLDOE 06'!5' y z-� .0628"1 .0625' �., 3eli8i ' I N BL1DE'S s'a OP?ON .0625 .1875' Y ^* 3�i NV LONG RECESSED NYLON BUSHING o KNUCrp.E u 5 (TTP) 0.067„Ir l./ NV SHORT RECESSED NYLON BUSHING ® I ..._ I iia4,;-,,p FLAT rP,,p,RrTTION-t' R1.7,50›), (3 HV NYLON HAT WASHER ' (DOR Q� c ¢ }(. ' L_AT 'ua°2 3 s4' CO HV WHEEL CARRIAGE AISI 302-303 SERIES I I =.4ry'm 40 1 , Xkti,, /�02,750" i I X 0.870"%3/16" THICK NYLON WHEEL. tt (/Q^3�j�_/ I p, -� ` '� N2 7/8"MIN. NV WINDOW 8 "0 AISI 3 02 SERIES S.S. RIVETS Mf r ?t3i5`0 SEPARATION a .. s40` CLEAR 018 3 I BETWEEN .0625'�..46 1 (3 NV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR rr L ? =a t I U. aP BLADE t 5 3/a" rnnr Yr ._—....__._..._..._.. , ,,,, a7`� ON CEMERS+s .7:500" C) HV 2 3/4" ACCORDION PIN W/ 118 HEAD* .t ._---...� 0„J 47" 0° ' 1Lr • •pL t/' `rnamx F a p ans 4C�4 POLYCARBONATE IMPACT RESISTANT NV WINDOW f '�TI '-�. •'i"I f BTtW SEN TYPICAL HV WINDOW BLADE ( AND I © I �y ;/13 —`— 111 ,T SJ POLYCARBONATE HV WINDOW DETAIL ®oR Qo 4 or 3 -� � (S£E NOTE FOR I i I tl `1 �tEOUIREMENTS)ti i @ OR i POLYCARBONATE IMPACT RESISTANT HVWINDOW BAYER MAKROLON 3103 POLYCARBONATE 12`MLN.c - CE RESINS, UV—STABIl.1ZED GRADE OR 5.467E -I I To MAK 80n,M INNOVATIVE PLASTIC LEXAN 103 RESIN HVel HW j2EQU1R MENTIS AT EXTERIOR BLADE KNUCKLE FOR 1�1�MI �§M, i I I O OR �= (SEE NOTE "F" ON SHEET 19). (1)(HNV PING® SHALL ALWAYS BE USED AT ALL EXTERIOR �`-3 ,a /�� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV 1® OR ti�`3 +0 EXTERIOR POLYCARBONATE SOURCES FOR 44 s>TKAs ACS01.1 NV G BLADE. TYPICAL SHUTTER ASSEMBLY D.O.S. . i 0744_PROPERTIES STNNMO 8µ0Y ,,,,c nwrtc NV PIN®OR 43.AT *'4 R,„,„. „. '".'./ . (2) NV PIN MAY BE USED IN LIEU OF 0 AND ONLY AT EXT ERIOR8.,.. "z4 T; ' Ah<xi6' EXTERIOR BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/ HV d 60020` 4 ..ps�` (SEE NOTE a FOR BLADE'S KNUCKLE." SPECS 0°T A 0792 0.043 OW.' 0043 Woe BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 0A8_ �. F EREQUIREMENTS) aevat ,' 31111511E 77E1.0 51803018 ASN 0638 9.406 961. 9.58 8.11.1. (3) HV PIN 0 OR W/ 1/2" O.D. 1/16" THICK S.S. WASHER 1 00S 18 Al ED Asia 6790 72300µsI 13.460 psi FLFxtIRAL uDDtcus Asn n750 3,6.660 p.>;. 345.660 860.1. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8j j 1 I OtrA0: I x0186100 1200 49111 0256 10 1I-9/i4 I7{I-Win SHEET Q i I I EIRE OAR 671+ .¢11ms»rc WHEEL CARRIAGE DETAIL lhitt SUCRE DEeIT1 AIR 0280 472 5 645 e5 166 N.r.0. SSEMBLY LAYOUT WOE OF D.O.S. 51133'0801009 4506 01929 1040 7 980'F 8411..;.NE Asn 0155 TFX$Y.000507 38 AFTER 606171003+1 45111 636 9362 ps3. 88+0 043 (1-) HV BLADE SOLID & ( HV WINDOW BLADE DETAILS ,0194E BEFORE PETCHER0.0 '5"11136 8461 1131. 8680 847. N.T.S. 17 wm.xu,., ,,II` A. 17/4/)---.. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone, ""' qy�Z 7 X2017 E 1tRN METAL SUPPLY,INC. 1,11/ {; ' \�CRI,y' {/ 02017 11!311110.OIC, �'•,. *•2BERTHA HVTM gliS` • - • / IILIEC Q I Nc. \ A■S S A Accordion Shutter System ? r i Hv BLADE#1 w/OR W/O RV.1MNDOW.BtAOE �� { American Shutter Systems - `•p . L„ . TILLIT TESTING & ENGINEERING COMPANY REV.Ng DESCRIPRON 467E DRAWN TM LC. S> *...../1 / 450 ; Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 ; O '•,.^G P.,, '(4 ,� 836s N.W.3 (.S5,7 353,Y.rel (0r5) 77.115.4 33160 4268 Westroads Drive 2q Ph9n6 1(305)871-1530.Fax:(305}871-5551DRAWING No :_ L3 "'�pL' 6 ,d a-mal UUec90od.com West Palm Beoch, FL 33407 3 ^...��O ••��0.1' 03-00067t0 1 7—1 07 WALTER A.7Rift Jr.P.E. -FLORIDA Lie.i 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE E. 4 OF 20 • PQ3•0)°e. s *NOTES ON HV LOCKS AND CENTERMATES: � ,!�, �;), (> 0'113.0 �tf` ©' _ 9 �1' ©� ©� "i. y ,f '0 .la(� 1, M/NDATORY CONORION /LONE HV LOCK or 3 SHALL BE. USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN �3JSL,, "L'' �:, OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTA TIONS AT ANY ELEVATION. HV LOCK 2j or'D MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO ,1 OR.2 llllllllllllllj�i�A 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 ,� a 1el. ,I, II III TYPICAL..SHUTTER.ELEVATION. �"'✓°' + I .1": I - ' 2.OPRO_p-u 1ITLQN j1• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV @,„,(E)..\ I I I �� LOCKS N:7 ,O OR Q9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES J I t LO ATI SHALLFBE AS INDICATEDLLBEON NOTE(1) ABOVE. riC�nT_ . —"�C7y LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. N°8a Hp-- 3. OPTIONAL CONDITION L2 WLID ONLY WHEY MNjQATORY CONDITION 01 OR'LIMITED-NAND TORE CONDMON Ix Cj -J ..o Ic USED W/IWO H.V. LOCKS)• LOCKING RODS V ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY -© !— 4 o 2�5joN 6 aN oR�,\x �'� �)°A�S BE USED IF DESIRED TO ENHANCE SHUTTER PE.RFO.MANCE.LOCKING RODS iD OR AN- "ALTERNATIVE DEVICE. �_ I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ry 4, MAi ATORY MIXIELN 2 ONE HV LOCK Vy Q5`SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN SBS tirC ��" i ©1I AND INSTALLATIONS AT ANY ELEVATION..N LOCK(4 or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK.. ATTACHED TO 12��CORNER CENTERMATE W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS i5 AT TOP do BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 0CIZ Noe-NVC MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. A i. b$ V" 5. ALTERNATE TO MANDATORY QONDInON g1 VALID ONLY FOR FIV LOCK J8 W/51'MAtETR1CAl CFHTFI2YATF •3 O �3 � 6 '� S oR Q'j• ONE AUERNATE SHV LOCK xC MAY BE USED IN LIEU DF HY LOCK�1`or Ra" FOR ANY SPAN AND - 1 %iii I 7 INV TIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 36= � ! s$ 'OF 1/49-20x3/4'S.S. THUMBSCREW TO 5I OR Q CENTERMATES SHALL BE MADE W/ 1/4'0-2003/4'ALUM. 1 TvILL__L S�Y.$05, —HOOD-0000 i I $g3 RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO II I -~i �J \�V�g, V I LOCKS AT 1/3 OF SHUTTER SPAN. _ a, 6.MANDATORY CONDITION 13 FOR KEYSTONE MOUNTING N-1 ILLATIONS. ONE HV LOCK Q, or 6'ort SHALL 8E USED Al 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK. 'or or MAY BE USED. AS AN INSIDE OR r I-- I + -i.Lq OUTSIDE LOCK,ATTACHED TO er or g.SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2 LONG FLAT HEAD S,5, SEE END-� - M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUrRH ELEVATION. USE OF LOCKING RODS 0S W/0 CONNECTION / � � ~ OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON Q• F� E� J® ©' 0,O Ill O' (:�' ly/' 0' m Q' 1 I 1I SHEETS ETYPSc FULL 8 1tS.1 , I OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT -- LL 1P,.1tO A7J1H-- -- 1 1. !,,r la:..l I, .• ,:, ,.x,ll•. 1 1.. i,: •I1 ,, a;1 1 a.11a:...p. I: .. ( CENTERMATE -; ONE ALTERNATE HV T LOCK�C�MAY BE INSTALLED IN LIEU OF HV LOCKS 6 OR F FOR ANY SPAN AND 7'o 8 A 10 •1 I04 1 INSTALLATION AT ANY ELEVATION. ALTEERNATE LOCK®�,�M-�AY BE USED AS AN INSIDE OR OU SIDE LOCK. ATTACHMENT (30011.34.004.0)..e.). 1 OF LOCK T INCLUDES USING REINFORCING LOCKER AS SHOWNONSECTION WO,SHEET 9,WHICH MUST BE t0.1S)Oa,©.�ca 7.. oA CONNECTED TO CENTERMATES_ ®AND 19 0/ 1/4`0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' wIN6 CZ), • 1 toR 6 ] •18 OR MAXIMUM ABOVE NuT OR 0/D4 BELOW Y MIDSPAN. USE OOF TWO LOCKING RODS TOP AND 8' RIVNUT. LOCK MAY BBOTOM IS MAE INSTALLEDNDATORY.T MIDSPAN OR 12' o• :� o-c:�•o @•0o@.( ®.)0 .108 oR 0• .0(1-1)•115 DA12,4•-A *NOTES ON HD LOCKS 8c CENTERMATES: 1.p. Loci((31 H. 0.11 : TTJ S OR 3 W/ii) : ONE ALTERNATE HD LOCK 3)MAYBE USED IN UEU OF TYPICAL 11) HV BLADE SHUTTER ELEVATION HV LOCKS q.54 OR FOR ANY SPAN AND INSTALLATIONS AT ANTY ELEVATION.ALTERNATE HO LOCK 14 MAY BE USED AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK�r�,'44)�TO 0 IS IN/3#8 a 3/6'F.H.5-EN,.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT':g AS.SHORN ON.SECTIONS H99-NVB'AND-HOC-HVL, SHEET 10. LOCK MAY BE INSTALLED AT MIOSPAN OR 12'MAXIMUM BELOW OR ABOVE.MIDSPAN.USE OF LOCKING RODS qS.IS COMPLETELY OPTIONAL j1rp/""""�- FLORIDA BUILDING C60E(Non High-Velocity Hurricane Zone, T L(r' 0L�46. (Ji ri:— 042017 EASTERN METAL SUPPLY, INC. 11 P�'.............`/�'-.� 02017 TILTECO.INC. ,Y.4''s' 'N.GENS/:'•.,ep BERTHA HVTM . •SSA Accordion Shutter System i * I I L.I E C OINC. . ■ ■ ■ H.V. BLADE#i W/CR W/0 RV.WFW,V BADE o ,!. /,%� ** American Shutter Systems REV_Nc DESCFIPTION DATE MASH 07' LC. TICCIT TESTING & ENGINEERING COMPANY OF Association, Inc. I OLD 15-085 07/27/17 DATE 07/27/17 ,, WM PI W.]but 61.,$:e.Sos.MONiA CND&6,FLORIDA 3316r �0„'•,F4 4268 Westronds Drive 0 r1 •.(ORI N.1.k YY Phone:(3ps)en-1s30.Fo.:pos)p71-1331 DRAWING No •'':�6)' ••,•,., . �� ,0 a-mar:WleeeOam.corn West Palm Beach, FL 33407 3 S�ONALE���'1I1'' WALT�1CT1LLUT1Jr.RE 4 17-107 •' FLOREM Lie.144167 5 SHEET P.E. SEALjS1Gl((dTURE/DATE 6 5 OF 20 OZ 30 9 9 -3194/3i3(i1VNOIS/1V3S 3 d 133HS c L9taa#'.it VOM011 oIs/..�,r+ '3'd'+C/zati990- 93k19M (.0 -L1 r L04££ 13 •43099 kuiod IsOM oleoo/7amto"_° '47, ON 9NIMN210 t 9nu0 SQD0.11S9M 8924 ttct-iL8(SC1),•°3.0151.-119(50£)1'N1111td 3"is Mar•pmn 5999 �.1 `r� Lt/Dl/o Nt3'L910'LI/ WL, SHO-S1. 010 .41 M3. '0U{ 'UOLIDIOOSSt/ ss1ANl+d 03 JNi2133N 113,��9Ni1S3126111 4,�.'•'��{poi'•.,••yam ' swelsdS Je n4S uoalsewV. (.4941. / .•-' v a 3CIVIS MOQJWI AN 0/M 210/M l#Sar 1 WH ■ ■ ■ !y \ 'DNI " 1 "�t' / , ula1SX.S x0 n1{S u0ipao00V S V M "_ 1 y''- ',� "AH VH1H3s y :. �,S``/I tn1\, ;' `� 'ON! •AlddOS 1913W 9931993 LtWl0 '091'0031111 LI099 `n"...14, . 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'111111 i 11 _ .f 03 i 1 03 ,i ,OSS'i 1 1 � N r% / »'0 3/, %0W.OSZ'� i+�..„4-5---, N \ p.3' L , J. . , `J S l 90 £l - _S ao £i �} ,i x°34.OSZ" ,"0,-----„A- lm.,,,' ^z/1. .0'3 Z/t,' 'SD Z1.C1. i / z/1 11' C �' >� ;,, __ Y- SIM 0Z-.7/t„awn -JI 11, - 311/3 -03 03- -f 95)3305 3915391.1. 03l--03 { /`� (f)80(z..31-1 ` 1 r w91(( s's,+!£xoz-a„.4/1. oul J -;j S ,,,:u91_, � t' I 't J (£t 133)45 NO 310031435 335) '3'0„z1. ®9319 (£113355 Y (c 133115 Mop 9919099 Sas)3110 3 yC (Q -%{ Sa0H3NY 31393901 It 03910D3a 0Z-.b/t/M NO 31003535 335) V� , S313/35 9-0.9 I Sa0H3NY 31390900 "moi-"9 (01 13359 '"',113>131403 03810039 �34393900 'S'S.4/£xOZ--a.3/t 03911039 NO 31003539 335) 3 039 Od 039004 . %3010 31380903 90 3131,13803039004 9905399 33393903--i — __.._. . _._____ ____________ CONCRETE ANCHORS • •t ----1"---* - • POURED MN SEPMADDI , , ' 0 OR IV ' • . 0 I LeN. SH i ' TO GLASS CONCRETE 7-(SEE SCHEDULE ON SHEET 13) TO CLASS(S11. EXISTING 1 . OtHERAZ CR SNEET , ,., 8. _ . elscr ELPEONE 0 i' REQUIRED --I ti FOR 11.4X V.0 1 GLASS-.4 , swaT IQ • wcti 19,,,,Fre ' ,i :3- km.Senlintoni I • , . , • C D...."--' -...,' . APPLICALLE EXISTING aft3Ir3I-f•&AN 4 ...-, • r-ott ECtiERAL r EN RRET H) , • 're 't.4.. , It ,,..w ......* I A ALTERNATE 1. I: Exsetie i I 4ei ANCHOR GLASS ' LOCATION rqllii . T riii , . „. . .. , 4-ii- 1111r- 711 R e . „.... .. „."-#101,c,4;HEXcer112 EoRcHEAD I ike'" 3/ ,,„,,. , 3/8 troll-•••,.•1,--CONCRETE ANCHORS -- _ 8 7 ,.. . ,.., (SEE SCHEDULE ON SHEET 13) . .- E. 0.• • , ,•• . ..---- .- .",'' /,'.• ',// . EXISTING ,... GIASS-•-• : L._• , , ' . , WI.SEPARAnor4 , D.. NAT HEAD CONCRETE ANCHORS - 0 GASS ME tIF E. coNPOcURREETED H MIZE ORO '' I '' ^L. OR , ,,,4-\ CONC1TETE REQUIRED (SEE SCHEDULE ON SHEET 14) •' ay MEV IR Fat ' ' ,'...!!! !!„.,, CONCRETE RC°U'RED FLAT HEAD CONCRETE ANCHORS t eaTtsMa!SI , . ! REQUIRED E.D. E.D.* (srE SCHEDULE ON SHEET 14) 0 TRENCH INSTALLATION i 0 HV WALK—OVER INSTALLATION VALID ONLY FoR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING &FOR SPANS PER 6 HV FLOOR INSTALLATION t SCHEDULE#3, SHEET 11 (a) HV CEILING INST.LLATION • EXUa4..... U.N.SCPARAT04 \, CONCRETE ANCHORS TO c1.4^S i lea SIDJMTIC. , 0 (SEE SCHEDULE ON7 -DIX SCNE1NAES 1/e8 nxt BOAC<TAPO3N We/ .SHED HT SHEET IS) 0 I _.A,..... 11 EMSTING ADM=IHREATRORM EXISTING.._..:1 EXISTRIG-al 1 GLASS-I , II I \ =WOODY OR 1/41a FOAMS III 1/4' 1 . MAX. . DC.FOR 6.,.0114.1°:!D ON "1 . -r .... 1 , Ill 171 _. -...MIT 0" I . ' ri• 5,-0^UP TO 11*-0*UAX APPLY-7 III 1.I • • i /,'/, ,..1/4.- • , . .. . . , AT EVERY FASTENER HEAD , . p,m• ,......, GR 0 VO.4 / --, #10.3/4'.tiF.X 1.4>o,t- .- smerril F,OR 106TATION5 3/8" 11,, rmAx. 11 CONT.SEALANT .,..- 1111- - .,.. 1:/-TEK 5.EREWS ..,,_L .1, / ,,,, 1 / -- , -71 I / At!, It.: ' . #14 3/4 HEX HEACL_I I >t 1 .,-,,,8.., /..• •.-••• i.,, i .• 0 12 D.C. ..-1,131 ,.• Ng - 1 I' . • I.. .. -.....;,..;•Z,.....'",:!..; TEX SCREWS 0 9"0.C. O'® Er-37-4 ,,,,,,--#145.3/4"S.D.S. i,„Liz .- :i A-T.1141W 1111 vimae j I.. , ,. d• ',. " •';F:.•.:iiieiir: 11/4. 11/4*0-2011.3/4.SS.S OR 7/40 S.S. CONCRETE ANGHORS 1. 'I:,: • ., ,;?.,..,,:i-,,,,,;;..;• -r7;•.16/1..-20 TARS TY/NUI 0 9"M.S.O.C. - C. .. . • ' . z -:,,,:;;%:, I SHEET 14) . • I / \ 0.0 1,2 _i ,- . . -c>R0 !•1 -,.. . 2.00-MIN ... --- \ EXISTING NON STRUCTURAL wALL TRim(DECORATNE / ''' / J) // // ../. / 4 / "/ -/ /- •'; / ELS 7 [ II \... ,, ,' -- , .....f10.3/4'F.H.S.D.S. \ 0 e'O.C. . • MIN. . SAL) • •• A, . , - _POURED CONCRETE -CONCRETE ANCHORS SEE NOTE 13(b) 1---,---- -Ic — •REOURED POURED CONCRETE- (SEE SCHEDULE ON ON SHEET I POURED CONCRETE ON'SEE NOTE 13(e) • ......_vA • I ON SHEET 1 OR CONCRETE BLOCK SHEET 14) _./-I ..._ I----s REQUIRED OR CONCRETE BLOCK REQUIRED 0 KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED 1HV WALL FLOOR INSTALLATION STASH 6.60.DESIGN PRESSURE:.64.-12 PIT CONCRETE ® HV WALL WALK—OVER INSTALLATION MAXDRNA SHUTTER SPAN Tr-0' REQUIRED 0 HV RAI NGUARD INSTALLATION t NOE: "I•THIS INSTALLATION SHALL DE NOTE FOR COMBINAADN OF 5 CTION * E.D..EDGE DISTANCE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT • SEE LIMITATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHLITTETt (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE ON SHEET 19 INSTALLATION DETAILS W/ (1) HV BLADE ASSEMBLY ..ss.tiotwoi., 2-moueritte SECTIONS CAN RE COLMENED A ‘ ....0........ IN ANY WAY TO SUIT ANY INSTALLATION. AltLi_1591,it 77 i.. FLORIDA BUILDING CODE(Non High"Vetocity Hurricane Zone: trAT•'" .;./.. ‘i sz, ....***********. e "46. OD 2017 EASTERN METAL SUPPLY, INC. Q2017 IIITEcO_INC. 0 0 \NC!Ek94,.....,,(5t,1•,.. . . t• BERTHA HVTM • 'Aft.,V. '-, ::.---...,.. I / fILIECO I Pi.. A.S.SEA• Accordion Shutter System , RV. ELME#t W/cR w/o RV. %QOM MAW . i.;>*. American Shutter Systems \0 tv.At4TE-7 i Jai.. ,:. TILLIT TESTING ,k ENGINEERING COMPANY Rev.Ho DESCRIPTION DATE DRAWN ITT LC. Association, -Inc. I OLD 15-085 07/27/1T DATE 07/27/17 :.1. .. C1,4023A....'(24/- 6355 N.W.34th.St.,Ste.305.MAMA GARDENS.FLOIZOA 3316C TI.. ty,... •........." \ ,V Phone t(305)871-153D.E0.1r.(305)871-1531 4268 Westraads Drive 2 DRAWING we No 7 -- AL , 01 e-rntiltocoDooLcom ED-5006119 West Palm Beach, FL 33407 1 7-1 0 3 '''''''''',,••••••/9999.° WALTER A.Tttmt Jr.P.E. FLORDA Lit.i 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE . 6 7 OF 20 SEE END WA CONNECTIO DETAILS- ON SHEETS 10 & 1(1 *SEE NOTES ON LOCKING RODS30,1N LOCKS20 or OUT Bo IN 1r EXISTING CLASS INSTALLATIONS VII/ 01 HV **AND ALTERNATE 11V LOCK®ON SHEET 5 BLADE SLACK DETAIL HVF IS VAUD FOR ALL '✓ BLADE W/ HV CENTERMATES CENTERMATES APPLICATION WITH BLADED I 0•RQ°R©'©"0"0 0° 4) ' j OR i SEE END WALL CONNECTION C� r--EXISTINGGLASS DETAILS ON SHEETS 10 & 18 1 ! � 0'0-0.0-C).0. -- --- ---- -t- -- ---_____ ._.----_ _ 2•.2'x1/8S0.-2 . I 0.0..0+0.°3.05 3 1/4- T 6 1/2' (6083-76 ALLOY)ALUM _ 7' ANGLE W/(2) 1/4"0 TAPCON - 1/2' CRO•® I OPPOSING ANCHORS TO CONCRETE I — SYMMETRYCAL (TOP/BOTTOM)t< CEN 'ER ATES (x)870.1/2'.5,M.S.TO TUBI gt Ox3/4'S.M.S:® 12• � CENTERMATES o.c. FULL LENc6r. W/ HV L_OCK or �'J _61.1' * MIN.SEPARATION AT EACH ANGLE.(TVP} \ I k N I W/ HV LOCK 0 To GLASS • y I �/J�`�,-� (SEE SCHEDULE 0)-_ S 1 �� ' I/ ® "' C7 ®* I N i �' ,3 ON SHEET 11) ® .. 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HV MALE/FEMALE "T" LOCKS CENTERMATES K:gJ , 29 & LOCKERS 0 W/ () HV .BLADE * ,SU END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION CO HV BLADE OUT .q) L IN ,,/ IDRSTNG GLASS *B�EoSADK DETA3 Far.wawa)GN FET 3 B. W/ HD CENTERMATES w) AS WELL AS UNNE150L FLOATING BLADE 0 ORAL NDO-HAS, 18 ®a©•Oa 806.10•(�"' INDICATED ON THIS VIM.MAY O5 USED WITH TIES ALTERNATE .@,-43.(3-605-5. INSTALLATION MAR HVG 50000 Ill THIS SHEET. $Es END WALL CONNECTION. 0.07 •©-0.7O•®a ➢E7Alls ON SHEETS t0 & t$ L ®.©at®•®aQ•61- r.2S101.0•-1 ® I O'®a09•@ 1 •0 (606.3-T6M1O)ALM. ....a61{o*••coYfXnE 5/e• 10'® 35 L (OPTIONAL) 0* (1)fthl/r(Tu/S TO trou)16E f1oJ/t•s.Ms.a 12• - -.- - ------ (oPn {crmauAL) ; A Gq1 ANGLE.0NP) ^ D.C.FULL IENGNT. * (( - -- --i--- -•- ��p/— ei 30 HV ..T" IN (1)H.V. AI. 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DESIGN PRESSURE 'ATING FOR INSTALLATION WITH_ BLADE (1)& .(42) WORKING IN UNISON --- — TAPCON WITH ADVANCED ;" 1 -,-"-.-----, THREADFORM TECHNOLOGY , 1/4"O TAPCON OR 1 i/r Min. PENETRATION .....,, ---- TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/'-'' '' -.-' '.11 . ' -1-- OF THREADED AREA TO r ...,,„„-------‘- ; rw, , 1/2-Lem PENETRATION OF THREADED AREA TO EXISTING 1 LOL SEPARATICN , ' EXISTING WOOD HEADER. , II, , 5000 HEADER. (SEE SCHEDULE ON SHEET IS) . 1! ' 't-,C)OR 1 TO GAM(SCE \ ,,,!• i "no (SE SCHEDULE ON SHEET 15) !,,, 't ll'I i - 1 I/4"O-20x3/4."$S.MACHINE 1 SOIDI.X.E.ON sari . 6 i \ /f\ / ( ::." t \ = % + i, .-- t , ,—.(::20R0 SCREWS W/1/4--20 HUTS P"---11 FOR BADE ONO-- 1! 1 , \ OlOBB01,),s es I I, i r-0 ne G,,,; I I \ f' I '' / !I ' L',, r ,-... _ . ,a.0.C. EXISTING : MISUCESS4EETCA9 GFC11 . . I ' 1 g I !* \ ' ', ,= / i-E -E0-, el GLASS-et • ! ; ',, ! . 1111 I iri. ,... ra o* t 'y I ,,,, 'I . . ; it I it, j! ! Ulf / 1 I /It a i / .,- ,,.._,!, 41;1 -----CIOR 1 i",/. -,-,, ,, ...,., FINISH/ Ill pi , „ „ .1 1 Ii ----j ini 1 I I IP 1/ i',i.,K . '; ;; , r {ill'---77'?..: ,; 1M1F Ill• II L i; , ,,-- . •,.., FINISH 11. 01'1 'I ,. — !I EXISTING MIN. I 1 XISTING MIN. I 2"x4'WOOD , HEADER REQUIRED ;I -HOOF? 3. - I \ 0 I HEADER REQUIRED 1 j! r '', ',I 1, 1 II"-441 .... 1/4"o TAPCON OR TAPCON WITH ADVANCED 1 h 1 , , !. ! ..- -THREADFORM TECHNOLOGY 1/// 11/2 ‘ 11 EXISTING I MX SEPAPATICN '1 1 , I 1/1I 1tI 0 ' f: 1‘ \ A '\ ;f.... Mln.PENETRATION or THREADED AREA TO GLASS--til TO Goss(SEE I 1 1/‘, I': k,i i '1.,. 1 ,'I DaSTiNG WOOD HEADER. tSOCTXXE CR smErr EXISTING I MIN.SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) I ' ' 1. 1!1 \ 1!, ' ;'"I/ (SEE SCHEDULE ON SHEET 15) ; 11 FOR BLADE-(DAM , GI.ASS--; I . II,• .; '; k . N..,_. ON SHEET 19 FOR I it ree CONE SILL i pao_si(ft&0 I i 1._1 il PLATE REDO. ...i... 0 HV WALL HEADER INSTALLATION C)HV WALL SILL INSTALLATION ®HV WALL HEADER INSTALLATION 1— :1 I I 6 -1- 1 • MIN.SEPARATION TO GLASS EXISTING , 7 ‘ MIN.SEPARATION TO GLASS ,,,,,!---(SEE SCHEDULE ON suEr) it) + ' 0 SCHEDULE ON SHEET 11) GLASS--i i :, ® EXISTING EXISTING , „.,.„,„, Wet.SEPARATION TO GLASS ,I GLASS-," : 1 GLASS--t I 2* '''' `(SEE SCHEDULE ON SHEET 11) If WOOD PLATE i 4' rl 1--1[11-1--7--.---,--:._ Iii'. It.3 1 1/44-20x3/4 S.S. a REO'D. I ,1/40-20x.3/4"S.S. I MACHINE SCREWS 1' , 2' i USING 1/4"-20 NUTS , I •I• 7 ! .- !MACHINE SCREWS IV/ .1, 0 le 0.c., , , -.-ekt-...--,'5.:\7.-7.7.;•,,,,-1,2'Li . ,.. . '•,,,, • 1 i t!:t7"h:?:"....,n!;•41 FIANISH k I . ..... l' 1 ' , , I' 11 .i 0.C. I I . --f • ......._ ,... .,„„...-!i -,:.:...•,,,, . •• I .i..1 u ' ( .,„ ::,,,... -00R0 , 7---OoR ''''t:tjL.,'. 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PENETRATION OF THREADED AREA TO ‘lk \1 :,..-ft •1/4's.TAPCON OR TAPCON WITH ADVANCED " \‘`\\\ 0, .A 0 1 II, ...r \...... 1/40 IAPCON OR hiCat ,,-: ,*SILL FIATS ;1 I i EXISTING WOOD HEADER. i I ',REQ.:). 1 11 I\ (SEE SCHEDULE ON SHEET 15) 1 ,......: THREADFORM TECHNOLOGY ty/ I/2' 21\.1.......ii.4i_i_i ..:,.,_..,,..:: TAPCON %gni AoYANcED i-sEE SHEET 4 FOR TYPICAL , ' 1, !!!', . ,,_ ;2.1; Ws.PENETRATION OF THREADED AREA INTO PLYWOOD ..., i' ,I.. i WALL FINISH ...1!! '' -4,1', (SEE SCHEDULE ON SHEET 15) .: ,I\k, 1 PLYWOOD REVD. THREADEORM TECHNOLOGY SiUTIER ASSEMBLY. ",.. 12/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE' . EXSTUISOTISNG0T541 20*.NC4.*MAX,„„...,\ WALL FINISH.-. THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO L1/2"MIN.CDT PLYWOOD REO'D. RECr13.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY RISIALLATION, 0 HV WALL SILL INSTALLATION \`-!EXISTING MIN.reht STUDS ATTACHED TO STUDS IN PLYWOOD TO K.ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH ,-, IVITH SECTION 2308 OF 1HE F.B.C. SECTION 23°8°F.114E. 0 HV WALL SILL INSTALLATION •SEE LEARATIONS Or USE Of ( )HV WALL. SILL INSTALLATION PILO. BLADE 1'ON SHEET 8 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone „0";(stfk A. r/4"--_, 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY, INC. oll 41?'..,..........---..f').'4,,,, BERTHA HVim / ....- 9zEs .,.v ..k.. / i 1:. / litiECOiNc. \ ANS.S.A. Accordion Shutter System $ *1 • • 3 , c_re , i.,,„,. TILLIT TESTING ic ENGINEERING COMPANY ..Ey American Shutter Systems 14..V,H. BLADED= Association, Inc, mt EmW/CR W/0 H.V.%%CM etAcE , oko 15_008115 17I17/27/101:120,117 0J.7/;..„7C./17 . : . ; ; sass NW.36th.St.5,a..305.VIR000A wows.fleFTDA 3.31•, .. Phone:(305)871-1530-Fax,(305)871-1531 4268 Westrocds Drive MINI 111.11.1 DRAWING No ,i.e.,..... onito P.,"4,41,0 ..-nnoa:tmecoguoi.corn West Palm Beach, FL 33407 3 4 17-107 ..Z/SivAL tS`,,i0 WALTER A.nig Jr.P.E. FLORIDA U..i 44167 5 SHEET P.E. SWIL4>MA.Ant/DATE 6 . 16 OF 20 .......- INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR C) HV & IA HV• BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WiTH HV BLADE Q ONLY WALL FINISH SHALL BE 'LIMITED TO 105.0 gsf. A.S.D. DESIGN PRESSURE ATING SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INS ALLATJON WITH BLADE & w WORKING IN UNISON 1. 1/4"a TAPCON OR / -_.E0-- EO Y MIN. i '-'::::7---V / i� TAPCON NIH ADVANCED 4'x8•(Min.)'EXISTING -----r"T-''1/ / �. - M1 WOOD BEAM ADEQUACY EG, �/f 1 �� ______I/..-EDGE OF APPLICABLE) '-_•�I I L -THREADFORM TECHNOLOGY !r 1 f -i- i -�"� STRUCTURAL ADEQUACY ._..- j l•' '--.�14 1.' W/7 t/2•Mtn.PENETRATION 1 fd'0-2Qx3f4•S.S. OF EXISTING WOOD BEAM / )'J� ! 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I tur 1 1�or 13 or 15 (3)5/19`0 LAG RSCREWSUS TO I/ ;`';^r-• fir (� EACH RAFTER OR TRUSS. -r'i;'; °`J .N 17. Or 13 or 1$ I f' " LOCATE MIDWITH OF EXISTING WOOD ( z' '.'• I .'.'.'. "� LOCATE LAG SCREWS AT _ � _ :'EXIST" MI � I ll� �.� N f I '--_EXISTNG MIN 2'x4" 4 1 I 11 J.a,1 4 1 ( MEMBER,(2-Min.NOMINAL I OPEN HOLE AT EACH EXISTING-4i HEADER REQ•D i tI i i WIDTH)W/2'Min. GLASS iI MIN.SEPARATION TO GLASS _1 E%1571NG I '"I STUD TO ACCEPT i WIDTH)PENETRATION OF THREADED I (SEE SCHEDULE ON SHEET. 11) I GLASS---.I 5%16'0 LAG SCREW j` AREA.VAUD FOR I I g AT CENTER OF TUNE. 1 INSTALLATIONS WITH 72Pst t_ -.- —V.._ I C I #j i i • MAX.A.S.D.DESIGN LOAD AND 1 +MIL {SEE r ro EXISTING^ Q I MN,SEPtR4Dgr1 I 9•-0'MAX.SPAN.THIS HV WALL HEADER INSTALLATION ,SNOXME CN DECii GLASSTO ASs(5EE INSTAL.ATION rs ONLY YALIL? S2[AI.E 9v Him I I FOR WOOD W/MIN.SPECIFIC I t IT TWO , i@OR 1 � -- II tet SKET t9 Dim GRAVITY OF 0,50 AS DOUGLAS LEAFS, I rn.no SID&'`a - 'L,,,_ I HALE5'p&0 I RR ( //'m� m. FIR OR SOUTHERN PINE No.2. I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY d (1 V GR OR EQUAL. 2-MOONING SECTIONS CAN BE COMBINED (J)HV CEILING INSTALLATION )\!V1,1/ IN ANY WAY TO SUR ANY INSTALLATION. V HV EIL NG INS •LLA • T _ _. II _�_ +g 444// r , 7, T W (SEE _;_...0 OR(gi MIN. I MIN.SEPARATION TO GLASS 1 — i E13aET ET I ! SEPARATION MIN. SCHEDULE ON SHEET 11} , 1�cGIASSTING LYi SHEET 19 NCR I '�1 1 ..".I TO CLASS .�..-.n [ 1' i GLAss\ I OADI C1& [ I (SEE SCHEDULE �l EXISTING 1 1 i:----CD I I . ON SHEET 1T} Cuss---i i I 1111_1 Tr_ I WALL 11 ( +ANCEHOR ^y N EXISTING • u T FlNtS[� i( .W�'ryt t 4`T I WCATION - \ 3/B.Vt., NIX �I �"` "� 7� 2"x6'MIN.WOOD •., Cliff / J ® `:), +4 \` ]/9'-rioi. __.-.WASHER HEAD TEK ~--" ilii {{I ry Tx6 REQUIRED MOx. t G:. 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L1• •.)II • 67' : :a.: _ I n HV BLADE ACCORDI•N HUflER SYSiE1A WORKING IN � . �. /T°� I UNISON WITH Fol 40 DOW :LAD 1/� - -- �V-y ` � `f".. �j'" y" ` 1.4Nf.A.S.S.DESIGN PRESSURE RATING:+11D, - tt0 p,n.F. - - _ —�_ ,,, "— 2.MAX SHUTTER SPAN:96' 1 - 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7:AS WELL AS ` r�yt� MOUNTINGSII,O,T,UQQ&N A SOAILWON SHEETS 1OR OPP066&17. ENTERMATES )ARE ALLOWED 161111 3 voel'S1 A.RR C5 INT BE INCLUDEDONLY AT EXTERIOR LA OUT. IN CAE OF SE OF OP ODING O �°' n ,-'_ CJJ 16 A.@ `1 �� �J'[ CEIREHMA E. .,. —Z 0i 0 0 1 l•) 0 0 0 ,, 0 , S.(A)HV WINDOW BLADE ?)SHALL ONLY ALLOW A MA%IMUM OF 5 OPENINGS FIT.FA END .Lgsd>,L ,�Ul.(/L ��VLL � �,/, j �' / (3.0 HOLES)FOR 94 PER l/UE AT SPACINGS SHORN ON SHEET 4. 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FULL HEIGHT.-"-" I \ S4;R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME j I(l� n tagg. BUILDINGS ON SHEET 15,05 LIMITED DY SPAN AND DESIGN LOAD(SEE NOTES TIP TIP `4 ng'5 I &2 ABOVE), 81A _Ia 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED LI _ 1I Ij CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). - U - - ` 1 -� --J _.__-� B.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-7996; U(SP PLAN iSC REOUIREUENTS) � ^ ® 1 ) O H (3� (SE TOP&SCOTCH Iy7 y> L11 W pR S ] WIND ZONE MINIMUM SEPA1MlRON TO miss -- — ---. -UNUMITEO YADTH - -- `"v�� --� 1 THRU 3 1' ELEVATION SEPARARCN TO MASS — EXISTING CLASS-1 — __ -(SLS IrdsSCHEDULE CT{INSET 17 IFS®ADE(V' 4 I 8.25' L MO Q{THS SI+FIT!OR SAGES Q&. p��/ 1 �/1 �`\\ \(:34 ANEW/TE OR Q� SEEN OTE TES 4 o w/ xTER10R ONLY1 / \ \ JPs \ \.' \ '. \ . '(\1. 1 . O / / / /" / ' / / -- i. • ` �- 631 1 1201 TYP. SYMIAFF��TTRACA�L CENTERMATES 21 G' J\ / i {onsor 6r� I 1 W/@ OR Cs)AND /- K. i< _ Y1/0 S-(SE£NOTE 4 ABCvE) PLAN 2t �5 / TYPICAL ' HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE L� SHUTTER* `�'— — —'�/ S''7I'j11a P.TI[' FLORIDA BUILDING CODE(Non High 'Veiociiy Hurricane Zone 0 '.+� •''''''' •..r4/� 02017 T1LTECO.INC. ©2017 EASTERN METAL SUPPLY, INC. $4 . ticENSF•...?' •. BERTHA HVT1A �y� - ASSN SEAN Accordion Shutter System * Ti / ,I IL I,E C O INC. \ . . . . +1,V. BLADE#1 W/OR W/O NV.WINDOW BLADE 1 ,O .t' American Shutter Systems .Lv No OESCRIPRON DATE OPAUN BY: LG Q TILUT TESTING & ENGINEERING COMPANY Z'''Ox.:"..,F(Te{A�,,. E,e., r 6.357 N..3615 SL,Ste,3RS WM.,G M.%FLORIN 33166 Association, Inc. I CU) 15-085 17/27/17 wTe 07/27/17 _ Q7jl V 1 Pnone,(30.5)671-1530.Fox:(305)B71-1531 4268' Westroads Drive a <Spp 7l c$`.0. A-n10).Gllnee000Leam West Palm Beach, FL 33407 3 GNAWING No - .N,O1VLL1'.�('•� 11 EB-0008719 4 17-1 07 �'e� M WALTER A TILUT Jr.PE.. LTo./44167 5 _SHEET P.E. 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SHUTTER SPAN: 84" WINO ZONE MINIMUM ii, ASTM E-1996 SEPARATION MIN.SEPARATION in 0 LENGTH + I* 3. ALLOWED MOUNTING:0 ON THIS SHEET. TO GLASS Dasma OrtASS--I TO GLASS K. +... (SEE SCHEDULE) :I _4,c) Fi 4. ONLY,CENTERMATE q'' W/(;)NV LOCK ARE ALLOWED 1 THRU 3 1" 3 1/4"0-20X3" BOLT I 1' (TTP.) t, MUST PENETRATE 0 WITH(:?)ARRANGED A SY METRICAL LAYOUT. I ,1: USE OF (2)(c)(6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 : 4) .ci, INCLUDED AT XTER1OR OR INTERIOR ACCESS SIDE OF 1.373.1 1 3/4`34 6 1/4"x 0.035'THICK WA./ VEAXG'SXPGLIIAIT . . .250.- r -,,.-.050* CENTERMATE. 0. P [Cr.GM-V.sizE7,,C1.001041. in 1 C.M.%113353Fe?STENED4 TO';'TLIP-E-.60 1,0/(2)iso/r To<SCREWS ON ,al) -470 ... I I -- ,it 1. • sINTERIOR&EXTERIOR FACE . gi 1/4'0-20 THREADS \......- \*e•O.C.oco 6'O.C. ,.., ___1_....I ..... 0 ** BLADE SLACK DETAIL HVE IS ALSO VALID FOR IS 1/4"0 ELCO CONSTRUCTION -.1 y'2.0:.•111"-' /2" CENTERMATE 0 APPLICATION WITH BLADE® PRODUCTS FAB-LOK HD -.--174:1•,41f..!!!.T.alq! \-0 QW."6'. 1 lien 0635"THICK `.1' *. ''2;ii:iiii31:':-I 0 6" O.C. COMPONENTS /0,,.ASTM A-653 GRADE 40 .. '7,.27u.yai,•.,.c.2.) Min.G-60 GALA.STEEL 1 --.••',.-*".,:.'.1 WALL HEADER/SILL INSTALLATION METAL STUDS AT 16"O.C. Min. Uy2;.'",...,..:, -COSTING FINISH AS APPLICABLE SCALE: 3/8".. 1* \MP.TOP&BOTTOM) Vs t/' -A i ve.6 1/4"A 0.03r THICK LGA 1, .. - 41 , 5cm..y.STEEL TRACK CHANNEL. ,.4 7...EXISTING CLASS ''1.P ""..1* t.,...44 i Ana A-653 GRADE 40 Min.G-60 _ 4 H \z,f GwAL/V(AN,)12#E6D0F/A2STE.TNEEOx sTeOREwsSIL/D05,4 .:Y.: :::':'''''''..'ll',-":.*:.-..:::,.;::::.•:';2:::::.;.5:. 1:.....z:'.. Yit.9liEIYa:41- :.'1 1-... 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BERTHA HVT. .. . i ",'...'--------------- 1%. / 1Ir. .. .4......„, ..._.----:, ilLimu co iNc. \ , . --5 i ANISSIA• Accordion Shutter System KV.KACE#1 W/CR WO KV.WINCOW BLACE • • ,,, • .r American Shutter Systems Kv,N. DEscovull DATE DRAWN BY: L.C. *I ..; er,/*) 1*: TIUJT TESTING & ENGINEERING COMPANY Association, Inc. I OW 15-085 07/27/17 000i 07/27/17 6355 SD .1115 St-ste.MS,mR0N1A GANDEN5,01.0004 33165 -;‘, STATE 0-t. .-C U Phone-(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No ...-.4fi...!..i.011191:',/'''S ii-rnant TittecoOooLteus E8-00067T9 West Palm Beach, FL 33407 3 .,es -----------,Acy, ,,,I WALTER A.rug Jr.P.E. 4. 17-107 Pl. SEkFliNARE/DATE FLORIDA Lic.i 44162 .5 6 SHEET 20 OF 20